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Home My WebLink About2553 River Landing Drk1d CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION l Application No: / (a — JU9 Documented Construction Value: $ 1450.00 Job Address: George Salas ZS63 RNOr L0 r 't r-. Historic District: Yes No Parcel ID: 26-19-30-5SU-0000-0130 Residential 0 Commercial Type of Work: New Addition Z 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 Name George Salas Street: 2553 River Landinq Drive Fax: 407 365-3194 City, State Zip: Sanford, FL 32771 Name Donald G. Geissler, Jr Street: 510 Lake Lenelle Drive Email: sunstatesiding@aol.com Property Owner Information Phone: 917 816-7907 Resident of property? : yes Contractor Information Phone: 407 830-7778 Fax: 407 365-3194 City, State Zip: Chuluota, FL 32766 State License No.: SCC048423 Architect/Engineer Information Name: Michael Thompson PE #47509 Street: 5200 Vineland Road, #250 City, St, Zip: Orlando, FL 32811 Bonding Company: Address: Phone: 407 529-3300 Fax: 888 923-8181 E-mail: aluminumscreendesign@yahoo.com 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. 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. f- FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t1 Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application O() 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. Sighatbre of Owner/Agent ate Print Owner/Agent's Name Q1,gat re of Notary -State of Florida Date ANNETIEH.GEISSLER MV COMMISSION t FF 0631!18 EXPIRES: Muds 13, 2018 Baud 1Nu k* N*ry Saviors Owner/Agent is Personally Known to Me or Produced ID %— Type of ID F L D L k"Zt,s, A, — 2 - 7- 2 - Signature of Contractor/Agent Date Donald G. Geissler, Jr Print Contractor/Agent's Name Signal f Notary -State of Florida Date a`; •• CAROM A a1WWORM My COMMISSION t FF RIM EXPIRES: August 10, 2019l'? o, R4 Y kr4W Tfn 1V* Ma1xY Smi, Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: 23 UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: - 11:0 Revised June 30, 2015 Permit Application O I REQUIRED INSPECTION SEQUENCE BP# It, BUILDING PERMIT Min Max Ins ection Descri tion Footer / Setback Stemwall Foundation /Form Board Survey Slab / Mono Slab Prepour 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 (nthPr) REVISED: June 2014 Address: EL'ECTRICAL:PER_ MIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final IMECHANICALI ERMIT Min Max Insnpetinn ilna........ _ Mechanical Roup Mechanical Final Min I Max Inspection Gas Underp Gas Rough Gas Final SCPA Parcel View: 26-19-30-5SU-0000-0130 v is CoVW Johnson. CRA PROPERTY APPRAISER SEMnNOLE COUNTY FLORrDA Parcel:26-19-30-5SU-0000-0130 http://www.scpafl.org/Parcel DetailInfo.aspOPID=2619305 SU00000130 Property Record Card Parcel: 26-19-30-5SU-0000-0130 Owner: SALAS GEORGE Property Address: 2553 RIVER LANDING DR SANFORD, FL 32771 Property Address: 2553 RIVER LANDING DR Owner: SALAS GEORGE Mailing: 2553 RIVER LANDING DR SANFORD, FL 32771-9513 Subdivision Name: RIVERVIEW TOWNHOMES Tax District: Sl-SANFORD Exemptions: 00 -HOMESTEAD (2016) DOR Use Code: 0103-TOWNHOME C t'4 u Value Summary 2016 Values orkng I Values er2015tified Valuation Method Cost/Market Cost/Market Number of Buildings 1 I 1 Depreciated Bldg Bldg Value I $106,938 102,818 Depreciated EXFT Vane Land Value (Market)) 23,000 I $23,000 Land Value Ag I Just/Market Value---{{{- Taxes 129,938 125,818 Portabity Ad] I Save Our Homes Adj $0 J $ 0 Amendment 1 Adj $0_ Assessed Value $129,938 $1215,818 Tax Amount without SOH: $2,560.! 2015 Tax Bil Amount $2,560.`. Tax Estimator Save Our Homes Savings: $0.( Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 13 RIVERVIEW TOWNHOMES PB 74 PGS 46 - 53 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund _ _ Schools Cly Sanford i 129,938 129,938. 129,938 50,500 25,500 , 50,500 , 79,43 104,43 79,43 SJWM(Sant Johns Water Management) County Bonds I 129,938 129,938 50,500 79,43 79,4350,500 Sales Description Date Book Page Amount Qualfied Vac/Imp WARRANTY DEED 11/1/2010 —1 QUIT CLAIM DEED 9/3/2009 1 0748-3 07248 1181 1810 92,000 No 71,521 1 No 1 Improved Improved WARRANTY DEED 12/1/2008 07111 1895 145,000 Yes Improved Find Comparable Sales within this Subdivision Land I of 2 W 2/10/2016 11:08 AM SUN STATE SIDING, INC. 510 LAKE LENELLE DRIVE CHULUOTA, FL 32766 407 830-7778 phone 407 365-3194 fax Submitted to: George Salas 2553 River Landing Drive Sanford, FL 32771 PROPOSAL State License SCC048423 PROPOSAL# 1 DATE 2/3/16 Job Location: SAME Riverview Lot 13 We propose to furnish all the materials and perform all the labor necessary for the completion of: Furnish and install screen room on existing concrete slab with 3" Elite panel $1,450.00 roof (approximately 5' x 12') with 12" overhang, extruded drip edge fascia trim, 12' of 6" gutter and (1) 3 X 4 downspout, (1) 3' 0" x 6' 8" screen door and charcoal screen. Includes 16" kick panel at bottom of screen. City of Sanford permit and engineer stamped plans COLOR: WHITE We are offering a $50 military discount. 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: $ 1,750.00 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, tornado, 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, specifications and conditions are satisfactory and are hereby accepted. You are authorized to perform the work specified. Paymqjnt will be made as outlined above. Signatu Printed Name C 116 //6 D City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address QSS3 R(Qel LC-nI- i -)c, --Dr, 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 theapplicablelistedproducts. 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 ProductApprovalcanbeobtainedatwww.floridabuildinp 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. June 2014 Category / Subcategory 3. Panel Walls Manufacturer Product Description 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 Al^n-+-.-4...-1 1 \V11A11 UVIUI CI Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Built up roofing Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other Florida Approval # 7E LI'Tr- I EPS Foarr, Core Cor L-5 soo-(2 L{- w , k. Rdap Par., June 2014 2 RECORD COPY NQA.% A,t,.TM?',' UM SCREE" DESGN® AtvminQm & Construction Engineering Plan Types:. Screen Room Pool Screen/Cage Car Port Patio Cover Other: REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER 29•((" DATE w' Ir N. SANFORD WIL )ING DIVISION A PERMIT RUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT ASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTTHEOFFICIALFROMREOUIRNGLDINGHEREAFrEM A CORRECTION OF ERRORS N PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Reference. Salas Newn Revision Date: 3/01/2016 Project Address: 2553 River Landing Drive City: Sanford, FL 32771 Contractor Name: SUN STATE SIDING, INC Address: 510 LAKE LENELLE DRIVE - - City: CHULUCITA, FL #' 4 Zip Code: 32766 aPhone/Fax: 407 830-7778 office, 407 461-9926 cell/407 365-3194 fax * Email: sunstatesiding@aol.com Choose One-.' Mail Pick Up [:] Fed Ex*[:] 2 No of CopiesL______ __ _ . For FedEx option go to w%,iv. altlminumsereendesign. com and provide FedEx account *#) Payment: Check Credit Card*[V] For Credit Card option go to witi,%v, a lum i ntimscreendes ign. com to pay by credit card) Engineering prepared by: DD Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509) 5200 Vineiand Road- Suite 250 Orlando, FL 32811 Off 407-529-3300 Cell 407-721-2292 Project Manager: Paul Thomas 386-479-9504 Fax 888-923-8181 Email: aluminumscreendesignOyahoo com Website: www.aluminumscreendesign.com CA#30930 0 EFIAS ALUMINUM SCREEONDAluminom, d. Cars ruction DESIGN ` Engineering Ultimate Wind Speed (mph); 130 Exposed Category: C Risk Category: Screen Room Insulated Pan Roof Fascia Wall: Block Conventional Uprights 2 X3 Top Plate 3 X2 Kick Plate Fool 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 Piero Ribbon Footer X Pavers N Note: In the event that there is a conflict with the design plans and the 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. 0 ALUitldlN1,1M SCREEN DC -SIGN 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. Deshm Codes: Florida Building Code 2014 (51h 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 psj) Risk Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any 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.aluminumscreendesig9.com ME] L. ALUMINASDkit - NUM SCREF-,N GESIC-N t_-"''!-`mv _. I I 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 1/4" 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 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 Aliznment: 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 00 ALUMiNUiNA SCREEN DESIG 4 N 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 8'-0" 2 X 5 1 10'-0"1 2 X 5 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. 4100 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com ZSS'3 R1UER,,PNv)>Av De. ., SUN STATE SIDING, INC. 510 LAKE LENELLE DRIVE CHULUOTA, FL 32766 DONALD G. GEISSLER, JR. } ZDDF SCC048423 407 830-7778 PHONE/407 365-3194 FAX turf Sce Ev ' wOw UI Ditt Ex ST )Z jar-/fX' P " Cory. SLAB E.c+Ss e, r4. U. S) vE WRQ, 3 +ELITE lZaoF fr:x%s 6 A 1TACH Ta Co,-sc.' LITE ROOF FASC,A TRir'I TYf. I F+li 5'r ReOF 3n£ ZrM Rod= E— C.M.J.7y'P T dz--, 4 Z xZ I Cz fXZ ZXz Z.x Z. f 6 3 10 In tho event of a oonAict in member sizes " on tho plane and the general notes, the Wil" dor MW ONo the mora Ptr npont mcmbor Pias foqulfmyO a. ZO Z tZ Zx2 I IfiL 160R.P I F+li 5'r ReOF 3n£ ZrM Rod= E— C.M.J.7y'P T dz--, 4 Z xZ I Cz fXZ ZXz Z.x Z. f 6 3 10 In tho event of a oonAict in member sizes " on tho plane and the general notes, the Wil" dor MW ONo the mora Ptr npont mcmbor Pias foqulfmyO a. EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONSALUMINUMSCREENDESIGN3" INSULATED ROOF WITH #10 1" 6" 6" FROM ENDS 24" O.C. & TO 3" INSULATED ROOF WITH 6 #10 1" PER SIDE FROM ENDS 24" O.C. 2 HINGE ROLL FORM GUTTER IS ATTACHED 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH (4) #10 4" PER PANEL 2X2 POST .046 OR GRr ATER 3X2 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. 2X3 FRONT WALL a KICK PLATE IS ATTACHED TO STRUCTURE WITH #] 0 1" 6" FROM ENDS 18" O.C. ALUMMUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL T-HOMPSON ALUMINUMSC*EENDESIGN METAL IS 046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH@YAHOO.COM - THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) 5UITE`A6 PHONE: 407-747-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO - FL 32811 FAX: 407-734-1790 SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101 4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 10, AND EXPOSURE C, RISK CATEGORY 1. E. # 47509CONTRACTORSHALLFIELDVERIFYALLPLANSDIMENSIONSPRIORTOMATERIALPURCHASE, FABRICATION AND CONSTRUCTION J.. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#30930 rr'1 1ZZ UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP INSULATED ROOF IS ATTACHED TO ALUMINUM STRUCTURE WITH #10 4" FROM ENDS 24" O.C. BLIND CLIPPED WITH 4 #10 1"PER CL 2X2 SIDE WALL TOP PLATE 1X2 IS ATTACHED TO FRONT WALL WITH #10 2" 6" FROM ENDS 24" O.C. 1X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X3 SIDE WALL UPRIGHTS 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 2X2 CHAIR RAIL ZZ UPRIGHTS ARE ATTACHED WITH: 1X2 IS ATTACHED TO CONCRETE BLIND SCREWED WITH (3) #10 2", CAPRI CLIPPED WITH (4) 910 1" PER CLIP BLIND CLIPPED WITH 4 #10 1" PER CLIP WITH 2-1/4" X 1/4" TAPCONS 5" X 1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. ALUMMUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL T-HOMPSON ALUMINUMSC*EENDESIGN METAL IS 046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH@YAHOO.COM - THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) 5UITE`A6 PHONE: 407-747-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO - FL 32811 FAX: 407-734-1790 SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101 4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 10, AND EXPOSURE C, RISK CATEGORY 1. E. # 47509CONTRACTORSHALLFIELDVERIFYALLPLANSDIMENSIONSPRIORTOMATERIALPURCHASE, FABRICATION AND CONSTRUCTION J.. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#30930 rr'1 ALUMINUM SCREEN DESIGN 2 HINGE 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" 0. ALUMINUM S C RE END E S I GN . C O M ALUMINUMS CREENDE SIGN @YAHOO COM FILL IN DETAIL DESIGN STATEMENT METAL IS 046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH BOTTOM PLATE IS ATTACHED TO O CONCRETE WITH 2-1/4" X 1/4" TAPCON 5" X 2-1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. OALUMINUM FRAME IS ATTACHED TO BLOCK WITH 2-1/4" X 1/4" 10 2" IF TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. CHAIR RAIL & UPRIGHTS ARE ATTACHED WITH EITHER: O BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1"PER CLIP 0D KICK PLATE IS ATTACHED TO STRUCTURE WITH#10 1" 6" FROM ENDS 18" O.C. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WINDPHONE #: 386-320-0256 SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 10, AND EXPOSURE C, RISK CATEGORY 1 FAX #: 888-923-8181 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 CONSTRIJCTION PIANS MICHAEL THOMPSON 5200 VINELAND RID: SUITE 250 ORLANDO, FL 32811= 47509 CA#30930, 0 Florida Building Code Online https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDq... Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) arae...• ..1 Publications I FBC Staff I BCIS Ste Map Links 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@elitealuminum.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licens( Florida Professional Engineer Evaluation Report - Hardcopy Received Frank L. Bennardo, P.E. PE -0046549 Quality Auditing Institute Ltd. 12/31/2018 Jorge A. Pomerantz, P.E. 7 Validation Checklist - Hardcopy Received FL5500 R4 COI Indep pdf 1 of 3/21/2016 10:42 AM rda Depar(g'1eplol SCIS Home I Log In I User Registration Hot Topics Submit surcharge Stats & Facts Busines ProduProfessiApproval USER: al Pub Regulation Product Approval Menu > Prpduct or Application Search > Application Lis[ > Application Detail FL # 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) arae...• ..1 Publications I FBC Staff I BCIS Ste Map Links 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@elitealuminum.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licens( Florida Professional Engineer Evaluation Report - Hardcopy Received Frank L. Bennardo, P.E. PE -0046549 Quality Auditing Institute Ltd. 12/31/2018 Jorge A. Pomerantz, P.E. 7 Validation Checklist - Hardcopy Received FL5500 R4 COI Indep pdf 1 of 3/21/2016 10:42 AM Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq... Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5500 R4 Equiv Equiv 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 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 Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: For outdoor patio construction only. For use outside FL5500 R4 AE Eval pdf the HVHZ. See installation drawing for allowable span/load FL5500 R4 AE NOA 11092607 pdf combinations. FL5500 R4 AE Test Reports 1 pdf FL5500 R4 AE Test Reports 2 pdf Created by Independent Third Party: Yes Fart Next The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: Privacy Statement :: 6cce55ibdity Statement :: Refund Statern Under Florida law, email addresses are public records. If you do riot want your e-mail address released in response to a public -records request, do not electronic mal to this entity. Instead, contact the office by phone or by tradtional mal. F you have any questions, please contact 850.487.1395. •Pursu Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email at they have one. The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not v supply a personal address, please provide the Department with an emal address which can be made available to the public. To determine If you are a Ncens Chapter 455, F.S., please click here . Product Approval Accepts: Fr—;a =CN M CredlitOrel 2 of 2 3/21/2016 10:42 AM EPS FOAM CORE ROOF PANELS ALUMINUM / ALUMINUM SKIN J MAXIMUM ALLOWABLE CLEAR SPAN TABLES CLEAR SPAN TABLE USE INSTRUCTIONS: 1. DETERMINE TYPE OF ENCLOSURE TO BE COVERED (OPEN, SCREENED WALLS, OR FULLY ENCLOSED). 2. DETERMINE THE SITE SPECIFIC REQUIRED DESIGN WIND PRESSURE PROVIDED BY SEPARATE ENGINEERING, BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, IN ACCORDANCE WITH THE FLORIDA BUILDING CODE FIFTH EDITION (2014). 3. FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TABLES FOR APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS CORE DENSITY SELECTED. SEAL)OINT CONTINUOUS CAULKING z nI CROSS SECTION AT TYPi@iFAAEETNTERLDCK EPS ROOF PANEL SPAN DETAIL: 0.024. OR 0.032" ALUM 4' MAX WIDTH PER INTERLOCKING PANEL X22 TOP & BOTTOM FACINGS ( 1/4' PER FOOT MIN SLOPE) E___EPS CORE (10 Pat CLEAR SPAN (L) INSIDE TO INSIDE REFER TO ADDITIONAL ENGINEERING SHEETS FOR LOADS, ROOF CONNECTIONS, &SUPPORTING STRUCTURE DETAILS (BY OTHERS). THIS SHEET CERTIFIES ALLOWABLE ROOF SPANS ONLY. MAXIMUM ALLOWABLE CLEAR SPAN TABLFS- 13' Panels 4' Paneb 8' Panels Live Load IDefbclion 0.024" f 0.032• 0.024" 1 0.032' 0.024' i 0.032" for UPI81I Lknd Alum SknjAlum Stun Num Skimi Num Skm Akira Stun; Akim Skm II14bEPS114bEPS14bEPSI1 -Ib EPS 14b EPS 114b EPS 10 PST L f 120 12 14'-0' f 18'-3" 194T 19'-0• 27-r 23'-9' psf L1120 13'-2' f 15'-3' 1T -1r IT -11" 2P-8" 22'-6' 14 PST I L 11 20 17-7- I 14'-6" 1T-1• 1T-0" 2042" + 21'5' 16 psf L / 120 11'-11 13'-10" 16'4• IT -r 19-t0 ! 204' 16 psf L / 120 11'5' f 134" 15'5' j 15'41" 17 -Cr ( 19-7- 20 psf I L / 120 11'-2' IT -10. 15'-2' j 15'-1' 184" 19-11" 24 PST L 1120 10'5' I 12'-1- 14'-3' 1 14" 1T-3" I I M" 28 psi L 1120 9'-11' 11'5' 13'5' 13'5' 16'5' i 16'-2' 32 PST L / 120 9'J' f 11'-0' 1T -W 12'-7' 15'5' 1 15'-1' CLEAR SPAN TABLE USE INSTRUCTIONS: 1. DETERMINE TYPE OF ENCLOSURE TO BE COVERED (OPEN, SCREENED WALLS, OR FULLY ENCLOSED). 2. DETERMINE THE SITE SPECIFIC REQUIRED DESIGN WIND PRESSURE PROVIDED BY SEPARATE ENGINEERING, BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, IN ACCORDANCE WITH THE FLORIDA BUILDING CODE FIFTH EDITION (2014). 3. FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TABLES FOR APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS CORE DENSITY SELECTED. SEAL)OINT CONTINUOUS CAULKING z nI CROSS SECTION AT TYPi@iFAAEETNTERLDCK EPS ROOF PANEL SPAN DETAIL: 0.024. OR 0.032" ALUM 4' MAX WIDTH PER INTERLOCKING PANEL X22 TOP & BOTTOM FACINGS ( 1/4' PER FOOT MIN SLOPE) E___EPS CORE (10 Pat CLEAR SPAN (L) INSIDE TO INSIDE REFER TO ADDITIONAL ENGINEERING SHEETS FOR LOADS, ROOF CONNECTIONS, &SUPPORTING STRUCTURE DETAILS (BY OTHERS). THIS SHEET CERTIFIES ALLOWABLE ROOF SPANS ONLY. MAXIMUM ALLOWABLE CLEAR SPAN TABLFS- 1 3' Panels 4' Panels 6' Panels Live Load Deflection 0.024' j 0.032' 0 024- 1 0.032• 0 024' j 0.032' or UpUft l Limit Alum Skin' Alum Skin Alum Skin'Alum Sian Alum Skin Num Skin II 14b EPS 1 Hb EPS 1 -Ib EPS I 1 -Ib EPS i -Ib EPS i 1 -Ib EPS 15 psi L1160 10'-9" i 1Z-5" 14'-7- j 14'41- 1T48- IV -2- L 1240 9'-9' 11'-T" 17-3' 1 13'-2' 16'•I" 165' 17 psf L / 180 10-3" ; 11'-10" 13'-12" 13'-11" 16'-11- 175' L 1240 94" 1 10'-9' 17-0' 1 T-0- 15'-5- 1 15'-10• 20 psf L! 160 9.9 11.3'- 13 '-3" I 13'-2- I-, 16'-6- 18'-1 L1240 6'•10''•3" 1Z4T 71'-1r 14'-T 14A1 24 psf `L/180 9-2' ' 1;.;" 175' 17-5' 15-1' L 15'-6• L/_240 84' 99'-T 114' j 11.1. 13'-Y 14--l- 211 1 L1180 10'•1" 11'-10' 11'•10 144' i 14'-9' L1240 T-11' I 9'-2' to.9. j 10-9• l l' -T 11'-6- j7J'-0' 13'5' 30 psi T L / 180 0--6 9'-10" 14'-0' 114'_V L / 240_ 7'-9•_ i_ 6'-11" m5• , 10-6- 17-9- 13'-t" 18032psiL 64' j 9'•7" 11'4' 11'-3' 13'-9' ; 14'-1 L / 240 T-7' i 6'-9• 10 -3" 125' 17-10 Lf 180 V-2" 9'-S 11'-1' ) 11'-1' 13'-5' ( 13'-10' pu L/2{0 7'S' I 6'-7• 10-1' ) f0-1- 17-3" 12'-7' 37 psi L 1180 T-11" I 10-9' 10-9' U'-1' 1- 13--$'- L/240 7'-2" 8'-4" 9'•10• 1 9-91 11'-11' I 12* -r 40si L / 150 T-9" 8'-11" 1041" 10'-6• 17.9" 1 13•-1' P L1240 T-0' 8•-1" 9'-T 94r 11-4- 44 I L / 180 T5' ; 8'43" 10-r l0 -r 12'4' --1242" psi i L/240 6'-10" 7'-10' 9-3" j T-3- 11'-3'_i 11'-6" 48 psf I L / 180 7'-3" 8'-5" 9-11• 9-10 11'-11 174• L/240 6'-7' ' TS" 6'-12' ; V-11- t0-11' 1 11'-2' 11'-0" I 11' -to" 52 pcf I L 1180 T-1' 8'-2' 9-T 9-T L/240 6-5" i 7'-5'--- 8'-9' ! F-9' 10-7- _70-111 11'5 -_, 11'5• L/150 58 160I V-11' T-12' 9-5' 94' psi L 1240 6'-3' T-3" 6'46' l-65' 9-1 I 9-1 104' IV -2, i 1 V.0" 1/240 L 1160 60 6-9'--- T-10 psf 6'-2" T-1' 04' 8'4' 10-t• ' 195' DEFLECTION NOTES: 1. USE L/120 FOR ALL MEMBERS SUPPORTING ROOFS OVER AN OPEN OR SCREEN -WALLED ROOM. 2. USE 1.1180 FOR ALL MEMBERS SUPPORTING ROOFS WITH A NON -PLASTERED CEILING OVER AN ENCLOSED ROOM. 3. USE L/240 FOR ALL MEMBERS SUPPORTING ROOFS WITH A PLASTERED CEILING OVER AN ENCLOSED ROOM, PER FLORIDA BUILDING CODE FIFTH EDITION (2014) TABLE 1604.3. OTHER CONSIDERATIONS: 1. FRONT OVERHANG MAY BE UP TO T-0' WITH VALUES LISTED HEREIN. MAXIMUM UNSUPPORTED SIDE OVERHANG IS 25% OF LAST PANEL WIDTH (1.e. 12' MAX FOR 48' PANEL WIDTH). OPTIONAL GUTTER OR DRIP CAP 36' MAX O/H AT FRONT & 25% OF LAST PANEL WIDTH AT SIDES UP TO 12' MAX O/H AT SIDES) BENryg9..,, MAXIMUM ALLOWABLE DESIGN PRESSURES: ` AS NOTED IN CLEAR SPAN TABLES STATE DESIGN NOTES: _, F R10 .•' POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH\, THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC gyp X51 LLII!lrVr,A! BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE-SPECIFIC 1 i W jn 0PRESSUREREQUIREMENTSASDETERMINEDINACCORDANCEWITHASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE FIFTH EDITION VV,, j LLW = • aW ` 2014) SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Z w = •• x O w UI a Q w L9 i GENERAL NOTES: z ZX m Lq 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS i< W OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014) FOR USE OUTSIDE THE HVHZ. COMPOSITE ROOF PANELS SHALL COMPLY WITH CHAPTER 7 SECTION 720, CHAPTER 8 SECTION 603, CLASS A INTERIOR FINISH, AND CHAPTER 26 70 w0SECTION2603OFTHEFLORIDABUILDINGCODEFIFTHEDITION (2014). CONTRACTOR SMALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING i CODE AMENDMENTS WHICH MAY APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONAL SITE-SPECIFIC SEALED ENGINEERING. ya 2 NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN YTHEDESIGNOFTHISSYSTEM. 3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT Z) Z N -'- SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS rt pzq O 0 o Z o DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING 1-y O n aCONTRACTOR. 4. SEPARATE 'SITE-SPECIFIC SEALED ENGINEERING SHALL BE REQUIRED IN ORDER TO DEVIATE FROM LOADS, DEFLECTIONS, OR SPANS D _ J w N LL CONTAINED HEREIN. LINEAR INTERPOLATION OF THE ALLOWABLE SPAN TABLES w Q f LISTED HEREIN SHALL NOT BE PERMITTED. CONTACT THIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS O vi oc CASMAYBEREQUIRED. 5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE zwdO j ut f n25-, INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT F- _ FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR J O z 7 wUREGISTEREDARCHITECTSHALLPREPARESITESPECIFICDOCUMENTSFOR USE IN CONJUNCTION WITH THIS DOCUMENT. o OWUYO w 6. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING 0 aLOADSONROOF, INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER DESIGN CRITERIA. THIS W u u f ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY A Spo G oLICENSEDENGINEERORREGISTEREDARCHITECT. 2 7. EPS CORE COMPOSITE PANELS SHALL BE CONSTRUCTED USING TYPE w (L 3105-11154 ALUMINUM FACINGS. EXPANDED POLYSTYRENE FOAM SHALL e n OwLLHAVETYPICALDENSITYOF1.0 PCF AND SHALL BE MANUFACTURED BY DYPLAST PRODUCTS, LLC PER MIAMI-DADE NOA i11-0926.07 (OR a m CURRENT VERSION OF THIS NOA. THE EPS FOAM SHALL BE ADHERED TO ms d THE ALUMINUM FACING WITH ISOGRIP SP 202 ADHESIVE (BY ASHLAND SPECIALTY). FABRICATION SHALL BE IN ACCORDANCE WITH APPROVED FABRICATION METHODS BY MANUFACTURER FOR ALL PANELS. 8. THE CONTRACTOR 1S RESPONSIBLE TO INSULATE OR PROTECT ALL W e I' JillMEMBERSFROMDISSIMILARMATERIALSTOPREVENTELECTROLYSIS, 9. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN o; 8 a AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST &dDAMAGESINCLUDING Q _ 12 Y;A IP as t2 LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION By PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES o D' gg8 `a! FROM DEVIATIONS OF THIS PLAN. 10. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL @@PFPF CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED, S r26{o11. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO IR IyEE THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. v... go ki'. TABLE VALUE DERIVATIONS: PANEL PROPERTIES: C0p1gGHTFRHRLEEMW 14-14381. PANEL STRUCTURAL PROPERTIES DERIVED FROM CERTTFIED TEST REPORTS Nos. HETI-05-1985, -05-1987, -05-1988, -05-1989, 05-1990,-05-1991, -05-1992,-05-1993, -05-1994,-05-1995, 05-1996, -05-1997, -06-2066, -06-2067, -06-2068, -06-2069, SCALE: NTS RACE UESQU ROHI 06-2070,-06-2071,-06-2072,-06-2073, & -06-2074 BY HURRICANE ENGINEERING & TESTING, Inc. I' 2. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL PROPERTIES. Herr as"Ciat" Banc. L a n d S u r v e y ors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member Of the Florida Surveying allot Mappug Society and American Congress on Sumayirg and Mapping 1 Lot 6 Map of Survey CURVE TABLE CURVE I LENGTH I RADIUS I Dena cli 39.87 sero 23.117r C21 2t471 98.50 1 12WIT Tract A" Open Space, Access & Drainage LEGAL DESCRIPTION Lots 7, 8, 9, 10, 11, 12 & 13, Riverview Townhomes xcmndnp to rhe Plat tlweofm recorded in Pial book of page(s) ofdra pubbe veonN ofSemkwfe Courtly, Florida. FLOCO HAZARD DATA- The pans,shmm hereon lee Rrdrhn flood zone 7r according to the Food hnrrrnce, Raft Map c rnint-7y panel number 12029f -0045E dated 4/17/1995. Map hltanber 11 f I7CW 45E CIL Tract 9" R/W Varies) Access T. ren _(f-a01MF Lot 14 PLANS ENG. DEPT.3/r/ OAC tv i vls-t all Sc-ye"n em)dig* w +., 21 -4ti panel rod SETBACKS. , n A 1 1 Front 21.5' Side: 7, Rear 19 Comer.6 ` 1T 6 A--^ rO Cre l SCJ BEARING BASE- Ther aasfem p6t borandery a 9 being AM-IOWW. Verbal dab, is based on enginee Mpb- as pmvkied by floe dent, Fkodlone determination ResPcrfolltW bygAMIC plafift from Ffood hntr.WW fo VP iwasoortadn 1.417: Acle Rare Maps pmNded by FEMA Ab AW swaying %w p9rf0Mwd by dnls fam b Sketch of Legal rob Nwn&.: 07-00S-01 dateirnm itis mw T1re evdmm baton can onry be des!irnsred by an w7mA Ne,PCS swv No ,In PP,' Dt"plan P& omKd•061f-07 ekwhan shady. We assume no mspornMity foracftW flooding candi?"w Foundation W ftM R It n. Pa M Pa@UW lad Sun are MalMer F/e 6097 This is NOT a Survey General Notes: rinn AASa afesr.6, StamdFlord.113Is,7 1bvfslons: rr.. I This u a BOUNDARY Survey ped—ed hr err field on i i 0/0J fi. U Legend 2 No aerial, wdace Orsubsbdace u11Yty atstaaalions, underground imprommardbs or a Tenpuary Dendv..A NS Ms"t su6vslaoNa[rial MrWaUUMme, na ry, were located dM—) ORB OaklalRcm,dsa"ok 3. Buadng bibs shown arc ro Me erlerlor unfrdshed foundation wrlace or formbosrlf. sow lk k of sdnwe Pe PW 0-k 4. Elevations shmm herew. a any. are assumed were ed dae Ce. cenitti M PC Pan or CW -W" Construction by line Client unlesss oth noted and allot are shown 3 Genialfed ter) Anila PCC. P e P PCss of ComPM d Cwahas Pa. w Md Cbd d Peen relM, declot five proposeds or actual tlnleremr hr eftvasorr rc/uive to the assumedelevationscum Ca C q PG Pap_ tem otemporary BenMmark ,gram hereonchadrou CO ChordCfcrd M LL AnruryrsRrl".err"14rrlrn".4 The Pored St Www f1MlOrl Is Subject to all easements. reservations. restridiMM and C M COMM& 4bnvnenr Rghlsal-.'+r areaard whe0lerdepicted ores! on this document No search of the Et- or EMpron (Aoposem P O • incud oaLho Airwq Public Reowds has been made by this ofte. F#"L - Ehr—1 . (11"""x."4 PLC mrlellbtlnda Q The legal d shown heron is as f1a by Fo. PtPRC. Fwd fP..rdkva,Qaon Meat" 7 J'befed and /IIQiLIretl disfances and dhedctiOns are one Sin1e unksJ otherwise notedwareSam rO FinH 6Yr. F.rashey Fr"orEkvalm PT Poly olRNana Cwvan— PoiY d Targerrry a :Copies of Pus Survey may be made for the original transaction only PrR Donkoo " R Rates Denotes K' Iron rod with p45ticap marked 184937. or M -Goll rod wdh L Arc Lerph PMO Lk red pfastfc cap marked Witness Comer". unless otherwise noted Le Lcensed alw ess ce O Denotes P.0 P (Permanent contror point) LLS tio- of- way Denotes Permanent Reference Monument roor 7eYrTP T—W a"ndv,w.s O MOL Fiera L Asseaares Inc AN dghh reserved A.DMaO) N R kR4rnbd w-a- r-ol m"Wi i+dr.""le) R.r Radar x --7t- Fe.o w~ fsa ds"VI oorvl OVI fo VP iwasoortadn 1.417: Acle Preparedf orwIfombs Sketch of Legal rob Nwn&.: 07-00S-01 Description w7mA Ne,PCS swv No ,In PP,' Dt"plan P& omKd•061f-07 amL AanY ckPSM and Macaw Al. m,o Foundation W ftM R It n. Pa M Pa@UW lad Sun are MalMer F/e 6097 This is NOT a Survey re rinn AASa afesr.6, StamdFlord.113Is,7 1bvfslons: oorvl OVI