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HomeMy WebLinkAbout206 Walnut Crest RunD JUL 2 9 HIS CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: CV Documented Construction Value: $ I35C7 Job Address 0- eS /l Historic District: Yes No Parcel ID: ce- 4Zoning: Description of Work: —S`4211 a4k1N' 0-t 6 cte&l 'r-hp/)Gf, Plan Review Contact Person: C 1 /YL / Title: Phone: 3' Ygl 73 3 Fax: E-mail: Cw^ Property Owner Information Name e / Street: ( V . 0011(J.01160-- City, State Zip: w 'F:= I Phone: Resident of property? : Contractor Information ` /g / 7 Name6 /YLi t l Phone: 3Y&- "Lv0 ! " U -113-3 Street: 0V,---r' 5 % •{- ,_ o-kFax: Ci State Zi` ty, p: -+ © a. State License No.. Architect/ Engineer Information Name: - I / -di raed llwrrosati , Street:--/ / V )Y1Ll Lc+ 'u &e Q City, St, Zip: Qtelowt'12 FL '-*ara Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service - No. of AMPS: Phone: YP i- `3t Fax:— — VeZ - <81 r/ E-mail: 01UA y. C.O e ciGtm ©. CDv r}, Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical (Duct layout required for new systems) Plumbing No. of Stories: New Construction - No. of Fixtures: Fire Sprinkler/ Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07. 14 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Contractor/Agent Date My commisso# EE 627262 s, EXPIRES: December 16, 2016 fFOF Ft P C BMW ThN Services Owner/Agent is Personally Knownt e or Produced ID Type of ID APPROVALS: ZONING: -7- 15-1. so'"'UTILITIES: ENGINEERING: COMMENTS: FIRE: 6AC<f i' 'SM rV-" Print Contractor/ gents Name A - S gna-Ure of otary-State of Florida 6111 Date IS Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: 0 ' f> Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 REQUIRED INSPECTION SEQUENCE RP# #15-2459 BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall 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 Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Solar Pre -Demo Final Demo Final Single Family Residence Final Commercial -New Final Commercial - Addition / Alteration Final Commercial - Change of Use Final Building (Other) ArlrlrPec- ZO& WAI' l U T C?f-S1 P--tJJ ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole Electric Final PLUMBING PERMIT Min Max Inspection Description Roof Storm Drain Rough Plumbing Underground Plumbing 2"d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final REVISED: June 2014 c SCREEN ENCLOSURES GLASS AND VINYL ROOMS PORCHES AND RESCREENING SCREENCRAFTERS COASTAL Efficiency and Reliability 831 Railroad Street Suite 2 Port Orange Florida 32129 Phone 386 481 3433 E-Mail Screencrafterscoastat@hotmail.com PROPOSAL ACCEPTING VISA/MASTER CARD/AMERICAN EXPRESS LICENSED AND INSURED SCC131151669 BETTER BUSINESS BUREAU MEMBER CUSTOMER NAME AND PHONE NUMBER CUSTOMER ADDRESS Jeff Ray 407 948 7855 206 Walnut Crest Run Sanford Fla Prices based on 8' height unless otherwise noted, any changes after final measurements Will be charged accordingly. Material and workmanship guaranteed for 1 year. Make all checks payable to SCREENCRAFTERS. 2.5% ADMIN CHARGE FOR CREDIT CARDS. THANK YOU FOR YOUR BUSINESS! WWW.SCREENCRAFTERSCOASTAL.COM 11I 1l110III RIi€ li li 11111, MH ill! lit THIS INST(2UMENT PREPAREQ Y: •'Y-111NE NORSL s SEhlINOLE t:•tJ NTY Name: L `— V r ,. ,c r i r r n i r i Address = L E'Rln. •., CIR. UIT ,llfiT L ,:Cil`IF'Tf CI..[_Efi C— CL.ERK' 5S 0^2O151382787 CORDED 1:1-1/29 21t15 l2"<22:15 PH NOTICE OF COMMENCEMENT h., l-L•ia11{G FEES BY Permit Number: nn rr Parcel IDNumber:C2G L'1 •7 iJ - (7 "D BC --/VL/0 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 2. GENFBA)_ DESCRIPTION OF IMPROVEME T: 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THEYPROVtE—ME : Name and address: =1 1"r eq Interest in property: Q W V1 I/" Fee Simple Title Holder (if other than owner listed above) Name: 5. SURETY (If applicable, a copy of the payment bond is attached): Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Address: 8. In addition, Owner designates Phone Number: of to receive a copy of the Lienoi's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. i6nalGre oMassee, or Owner's or Lessee's jprkitT}rame and Provide Signatory's Title/Office) J/(—// l (u, zedO r/Director/Partner/Manager) F\/// State of _lh)r ra, County of Oil r ULJI The foregoing instrument was acknowledged before me this day of , by L) Who is personally nown to me OR Name or person making statement f i _ who has produced R' RFIEDCOFY MARYANN OR CLERK OF THE CI CUIT C R ND COMPTROLLER SEMINOLE COUNTYVD BYDEPt1TY CLERK of identification produced: f^ 0' PU,,' o MYMEiE a rH E81 D10101I ll 11i p011 Notary Sig re I/JIN Budget lrlllly dlft et JUL 2 9 2015 City of Sanford f Aluminum Structures Permit Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Q' Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. Copy of applicable contractor's license issued by the State of Florida. A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and Signed Owner Builder Statement / Affidavit (if the owner is the applicant). Two (2) site plans indicating proposed location. Two (2) copies of the signed and sealed engineered drawings. Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings OR Two (2) copies of previously mastered filed plans. Indicate all details and options that apply. Two (2) copies of a site specific layout for the structure with minimum 1/8" per foot scale. clude all framing sizes and types. Include any electrical devices to be added. Two (2) copies of Florida Product Approval, including manufacturer installation instructions and product evaluation reports, for composite or elite roofing systems. (If applicable) For Sunrooms — must designate specific Sunroom Category on the signed and sealed plans, in 1 accordance with FBCR R301.2.1.1.2 These guidelines ivere compiled to assist the applicant in preparing an aluminum structure permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised: February 2015 RECORD COPY A g., DALUMINUMSCREEN DESIGN Aluminum & Construction Engineering Plan Types_ Screen Room Pool Screen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPH) Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) Car Port SANFORD BUILDING DIVISION Patio Cover REVIEWED FOR CO E COMPLIANCE A PERMIT ISSUED SHALL BE CONSTRUED TO BE A OC?ther: LICENSE TO PROCEED WITH THE WORK AND NOT ASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETPLAXAMIN ASIDE ANY OF THE PROVISIONS OF THE TECHNICALCODES, NOR SHAf I LRRI Zr-" I lvIN Vr tjRRORS IN Project Address: `Z d City: 'SAS-) s=O Z__'S 7I~ Contractor Name:L- Address: - "' :?31 City: S. • no¢T o _r-Ari C\c TL Zip Code: `C52 2 Phone/Fax: 4-- +- 5 -7 ..Z `? Email: 5c-r<c-c--"3 t15' 1 E z5 c_<n ^s'TtAL- V Choose.One: Mail Pick UpF Fed Ex* No of Copies For FedEx option got to www.aluminumscreendesicin.com and provide FedEx account #) Rayment:; Check Credit Card For Credit Card option go to www.aluminumscreendesign.com to pay by credit card) Engineering prepared by: LD Engineer: Michael Thompson, MSc, P.E. (P.E. #47509) SANFORD 5200 Vineland Road — Suite 250, Orlando, FL 32811 p Office:407-529-3300 Cell:407-721-2292 Project Manager: Paul Thomas 386-479-9504 Fax: 888-923-8181 Email: aluminumscreendesign@yahoo.com ` # 2 4Website: www.aluminumscreendesign.com CA#30930 5 9 IJEIAS LUINU1 SCREEN DESIGNDAluminumConstructionEngineering Ultimate Wind Speed {mph): 3©_Exposed Category: C Risk.Category: 1 Screen ooM 4. Insulated Pan Roof Fascia Wall: Block[] Conventional Uprights' 'Z* x 3 1 Top Plate 2 x Z Kick Plate Pool Scre_ en/Cage:! Dome Gable Mansard Gutter Wall: Block[-] Conventional Beams x Uprights x Pudin ._.__ r 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 Existing New: 4" Slab PierRRibbon Footer x Pavers Other: Note: in the event that there is a conflict with the design plans and general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction between the plans and the general notes and design standard. ALUMMUM SCREEN DESIGNlm-MOAS VIU.-.11rujar Y Ca_airaC[1dn EngccSr:int 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. 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) 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 1 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com I E0 ALUMINUM SCREEN DESIGNnmASMunl*--jef L ea-fttruC11411 finatrrlt--xina 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'-9" 2 x 2 Purlins = 7'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 10'-0" 2 x 3 Chair Rail = 9'-0" 2 x 3 Purlins = 9'-0" 2 x 3 Wind Brace = 9'-0" 2 x 4 Wind Brace = 10'-0" Concrete Conform to ACI 318, latest edition and ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi Exposed chamfer edges shall be'/<" Reinforcine Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A185 Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Hole Alienment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com ASDALUMINUMtlt:aie':tct , CS.i;fuc'Lren zkgir€uyrin Beams & Uuriehts: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 130 MPH 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 10'-0" 2 X 5 9'-0" Knee Bracina: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Purlin• Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com ca kn 2 Z'A ru IF 0 IDW to 3/4IrZvi `fps CA 61A q 3,/1 7 3J g 3 3,A P) 4. 9 z 311t. 4T 0 2/11. 9 O'k A 0-& 318 too -wh+ G c;j kdNUS CtC,e ALUMINUMSCREEN DESIGN EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER TAILS WITH 010 2" 6" FROM 3" INSULATED ROOF WITH #10 1" 6" ENDS 24" O.C. & TO 3" INSULATED ROOF WITH (6) #10 1" PER SIDE FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED' 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH (4) 910 4" PER PANEL 2X2 FRONT WALL TOP PLATE 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL 0" to 36" %+ 2 HINGE DOOR EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.0 KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. ALUMIIQLTMSCREENDESIGN.COM ALUMINLTMS CREENDESIGN UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP 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) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP MT T'KM !'T TDDL'Tl TITT'T'LT /A\ Jll A 1 Of DUD !'T TD 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 DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MIMINUM OF 11/8" EMBEDMENT DEPTH INSULATED ROOF IS ATTACHED TO UMINUM STRUCTURE WITH #10 4" FROM ENDS 24" O.C. 2X2 SIDE WALL TOP PLATE 1X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X3 SIDE WALL UPRIGHTS 2X2 CHAIR RAIL 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. @YAHOO • COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) PHONE #: 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY I FAX #: 8 8 8-923 -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 CONSTRUCTION PLANS MICHAEL THOMPSON 5200 VINELAND RD. SUITE 250 ORLAND FL 32811 P.E. # 47509 CA#30930 ALUMINUM -SCREEN DESIGN EXTRUDED GUTTER IS ATTACHED TO 3" INSULATED ROOF WITH #10 1" 6" BRACKET FROM 3X3 IS ATTACHED TO CONCRETE WITH 2 1/4" X 2" TAPCONS TYP. 3" C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER TAILS WITH #10 2" 6" FROM 1 1.mQ ')Aft n (` 2, Tn ZIt TMQTTT AT n DnnT; AlrMT-T 14\ 4410 1 ff DVO QMV ALLMIZTLMSCREENDESIGN.COM DESIGN STATEMENT • MICHAEL THOMPSON METAL IS.046 ALUNM*JUMSCREENDESIGN ALL TAPCO S SHALL PROVIDESSS O NAO R, 1 8 EOSUIT MBEDMENT DEPTH IS 6005-T5S2OO VINE RD. @YAHOO. COM SUITE 250 THE 2 THISSTRUCTUREHASBEENDESIGNEDINACCORDANCETOMEETTHEREQUIREMENTSOF014 (STH EDITION) ORL O FL 32811 PHONE #: 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY ,E. # 47509 FAX #: 888-923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION r CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#3 0930 PLOT PLAN. DESCRIPTION:_ (AS FURNISHED) LOT 144. PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62. PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 152 WALE O 15 30 eRPERr9fS 1JNQ.ATYf1C ft— —Y1 LOT 151 LOT 144 CONTAINS 7842 SOIARE FEET t (LOT ONLY) INS STRUCTURE CONTAINS 23M SQUARE FEET t TOTAL CONCRETE 4U5 (MLTHN LOT ONLY) SO. Fr.—i- TOTALSOO 4975 SO. FL t PERCENT OF CONCRETE a STRUCTURE TO LOT 37Z t LOT 144 UP TO CURB CONTAINS 8410 SQUARE FEET* THIS STRUCTIAiE CONTAINS 2381 SQUARE FEET t e4D SO. Fr. t NQWNC /APRON) TOTAL SDD Slag so_ Fr. t PREPARED FOR: CENTEX HOMES LOT 145 TnCom w ED O§W F0) C 1Q A=65'13'20" L=56.92' R=50.00' CB=S21'55'08"E C=53.89' APPROVED_ P_LAI IS I ENG. DEPTIT o`e, Sfn ©r1 LOT 143 AliAl o ; 1 Io WALNUT CREEK RUN 3SVRIO(i-O lJe1YE t1v 1,''A - SODU024'E 2857Y Pt J BUILDING SETBACKS LEGEND FRONT. 25' anna s SEIHOR LRff REAR: 20' RaN1p° may LOT ®1u SIDE 5' NI p1i ar m.Y era POD Pawr am aaIRaARr rm Po m VAc CORNER: 15' op PRvosm L mum PPoe PPWTT or camcumOAMR FMPOSmDIAMMXROMPMm1wL 1. ELEVATIONS SHOO ARE PER LOT GRAONO Q N9UQIC p PLAN" E PLANS PROVMM BY THE CLIENT. u LAID SURVEftC BUSKS - L 004DR3 A= UNcu ISPm LAW SURVEYOR CA. ONOWS ONOm B:AIBNC IS PLOT PLAN IS INTENDED FOR PERIOTRNG PuRpBSES POWAMM 1NDTIVQNLE U[HWNT LwNR0. Purr PC DDRRIS Port or ax"A IE LY THIS S NOT INTENDED FOR THE CONSIAUCR9N OF AT FM MOMS Or REMMCUM E PROPOSED HOUSE. REFER TD MOUSE PLAN AND OF, Do ernarr[a m mmas vm w T,Art/RY T FOR COSIRIICTION. L BIAIOetC SET BACK LINES SHH)TRi HEREON S PER DATA RNWIE D BY CALO CAULU<ATID ramcomcotm VVaNew TIP TOTAL Y. AM im cmew ma y CLIENT APO IS FOR mURI BONAL Lr. THIS IS NOT A SURVEY pe smEiiVX FIATN m RAIDS PONT CSpwaAe THIS IS A PLOT PLAN ONLY M Nz PAGES L O7A0E ti miT V saNAVt rETr 1 HAVE EXAMINED THE Fe R e, COIBARNITY PANELi DaE SURVEYOR HAS NOT ABSTRACTED THE NO 120294 DOSS E DATED 4/17/95 AND FODUO THE SUSSM PROPERTY APPEARS TO LIE IN ZONE Y. AREA OUTSIDE ?DO YEAR FLOOD PLAsK IBEARINGS SHONN HEREON ARE BASED ON THE NORTH LINE OF LOT 144 OEM N 8959'36' E PER PLAT. vAe F. 1' m 30 FEET APPROVED Or SJ OB N0. A9139755 DRAM BY: LAID SH(MN HEREON FOR EASEMENTS. RIGHT OF BAY, RESTRICTIONS OF RECORD MiCH MAY AFFECT THE TITLE OR USE OF TIE LAND Z NO IN DERQtORND &4PROVEHENTS HAVE BEEN LOCATED EXCEPT AS SHOW S NOT VALID WIMT TIE SONMIRE MVO DE ORCHIC RAISED SEAL OF A FLORIDA LMMSED SURVEYOR AND YAPPER FOR1E 4 HNeN MarA9OOSldm VaimmamNAY Page 1 of 2 FMAId DeparftMtd BCIS Home I Log In user Registration Hot Topics I Submit Surcharge Stats & Facts Publications ( FBC Staff I BCIS site Map Links I Search Busines Professi ®al USER:PProdubucUser l Regulation Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL7621-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954)949-3200 dk@dokimengineering.net Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Bruce Peacock Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954)949-3200 bpeacock@elitealuminum.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity Quality Auditing Institute Ltd. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A. Pomerantz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL7621 R3 COI Indeo.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7621 R3 Eauiv Eouiv.pdf Sections from the Code 104.11.2 1709.3 8/4/2015 Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 02/26/2015 Date Validated 03/08/2015 Date Pending FBC Approval 03/10/2015 Date Approved 04/15/2015 Summary of Products FL # Model, Number or Name Description 7621.1 OSB / Aluminum Roof Panels EPS Foam Core Composite Patio Roof Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL7621 R3 II Dwa.Ddf 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 FL7621 R3 AE 4in Test Reoorts.odf the HVHZonly. See installation drawing for allowable FL7621 R3 AE 6in Test Reports.Ddf span/load combinations. FL7621 R3 AE Eval.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: RWW Fog Credit'Card e--_4SAFE 8/4/2015 EPS FOAM CORE ROOF PANELS OSB / ALUMINUM SKIN MAXIMUM ALLOWABLE CLEAR'SPAN TABLES: w uia En10 Llve LoadWof. it DeflectionLknh 4'Panels 0.024' 0.030" Alum Skin Alum Skin 14b EPS 1.1b EPS 6" Panels 0.024" Alum Skin 14b EPS 0.030' Alum SM. 14b EPS PSI 1.1120 IT-5- 18'-11' 27-2" 23'-8" O U 12 PSI L / 120 18'.5" 1T-10" 21'-3' 22A I" W Z 14 psl 1.1120 15'-7' 18'-11" 2V-r 21'-8" U., 16 psf L1120 14'-11' 1&-2- 19'-3" 20.9- Ow 8 psf L/120 14'4" t IV-7" 18'-7" 19'-12" w 00 20 psf 1.1120 1TA V 15'-O" 17'-11" 19'-4" C 24 psf L/ 120 13'-0" 14'-2" 18'-10" IV-2" O'U 28 psf L/120 12'4" t3'-5" 16'-0" 1T-0' 32 psf L / 120 l l'-10" } 12'-10" 154" 16-6" CLEAR SPAN TABLE MAXIMUM ALLOWABLE CLEAR SPAN TABLES: 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 OSB PANEL CLEAR SPAN IN TABLES FOR APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS CORE DENSITY SELECTED. ADD (2) ),' CONTINUOUS ADHESIVE LINES DIRECTLY ON EPS, (1) 1" FROM SEAL JOINT OSB EDGE, (1) 3/6 FROM DSB EDGE CONTINUOUS CAULKING OSBOUMINUM Sa w o °000 o0000o00oo °°°°°Ooo 0. 024-0.030 CROSS SECTION AT TYPICAL - PANEL IN I LAMCK EPS ROOF PANEL SPAN DETAIL: u Q o EPS CORE (1.0 PCF) 10. 024" OR 0.030" ALUM 4' MAX WIDTH PER INTERLOCKING PANEL 2" PER FOOT MIN SLOPE) INSIDE REFER TO ADDITIONAL ENGINEERING SHEETS FOR LOADS, ROOF CONNECTIONS, & SUPPORTING STRUCTURE DETAILS (BY OTHERS). THIS SHEET CERTIFIES ALLOWABLE ROOF SPANS ONLY. 4" Panels 6" Panels LNe Load Deflection 0.024" 0.030' 0.024' 0.030" V. Uplift Limit Alum Skin Akun Skin Alum Skin Akan Skin 14b EPS 14b EPS 14b EPS 14b EPS 15 PSI L1180 IT-3" 14'-5" 171-W 18'-7" L/ 240 1r-1" 13'-1" 151-6" 16'-10" 17 psf L/ 1280 1r-9" 13'-10" 16'-V 1T-10" L / 240 11'-7' 12'-T' 1 S-0" 16'-2" w L/180 1r-1" 13'-1" 15'4r 16'-10" 1_/ 240 10'-12" 11'-11" 14'-W IV4" 24 psf L11180 0 ll'' lr4' 14'-9' IV-10" L/ 240 10'4" 11'.3" 13'4" 14'S' pC 28 L / 180 1&A W 11'-r 13.12" 15'-1" psr 1_/ 240 9'-10' 10'-8" 12'-r 13'-8" 0 30 psf L 1180 10'-7" 111" S 13'-B" 14'-8' w to 1.1240 9'-7" 101S" 12'5" 13'S' O 32 psf L/ 180 10'4" 1V-3" IT-4" 14'S" U w L/ 240 913" 10'-2' IV- 12' tr- r IT- l" 1T- 1' 14'- r L118010'-1" W 34 psf L/ 240 9'-2" 9'42" 1l'-11" 12'-10' O 37 L/ 180 9'-10, 10'-8' 12'-9" IT-9" psf L1240 8'-11" 91-W 1-7" ir-6" 0 L / 180 9'-T' 10'-5" I 17S IT-5- 40 psf L / 240 8'-8" 9'-5" 11'.r 17-r ce 44 psf L / 180 9'-W 10'-1" 12'-D' 12'-12' L/ 240 V-5" 9'-2- IVAi" 111-r 48 psf L/ 180 9'-0" TAW 111-w 17-7' L / 240 W.2" 8'-11' 10'-7" 1 V-5' 52 psf L / 180 B'-9" 91-6" 11.. L / 240 T-1 r 8'-8" 1-2* 11'-r 56 psf LI180 V.7' 9'4" IVA, 11'-1r L 1240 T-0" 81-5' 10'-1' 10'-10" L 1180 V 4' 9'-l" IV -IV 111-8' 60 psf 1.1240 T-7- 8'-3" 9'-10" 10'-7" 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: Z1. FRONT OVERHANG MAY BE UP TO T-O" WITH VALUES LISTED HEREIN. MAXIMUM UNSUPPORTED SIDE OVERHANG IS 25% OF LAST PANEL WIDTH (Le. 12' MAX FOR 48' PANEL WIDTH). 2. ROOF PITCH SHALL BE AS PER MINIMUM BULDING CODE REQUIREMENT OPTIONAL ES AND/OR OTHER ERNOTE: GUTTERAPPROVEDVEDWEATHER MEMBRANE OR DRIP SHALL BE AFFIXED TO THE OSB TOP CAP PER MFR. SPECIFICATIONS. DEAD LOADS DUE TO THESE ROOFING OVERHANG - MATERIALS SHALL BE CONSIDERED 36" MAX O/H AT FRONT & 25% IN ADDITION TO LOADS SHOWN OF LAST PANEL WIDTH AT SIDES ABOVE WHEN USING SPAN TABLES. UP TO 12" MAX O/H AT SIDES) MAXIMUM ALLOWABLE'%, DESIGN PRESSURES: 7q AS NOTED IN CLEAR 46549 SPANTABLES2TA ` 9F,M tYS' Cl. 7 DESIGNNOTES: ", o POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WIJH' THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC y'CCj BASIS INACCORDANCEWITHTHEGOVERNINGCODE. SITE -SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE E g#y 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE FIFTH EDITION 2014) SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE) 1; Y u DESIGNCAPACITYVALUESLISTEDHEREINFORANYASSEMBLYWASHOWNu GENERAL NOTES: z rm§ w a 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE W FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA 3 a 3 BUILDING CODEFIFTHEDITION (2014) FOR USE OUTSIDE THE HVHZ. COMPOSITE ROOF PANELS SHALL COMPLY WITH CHAPTER 7 SECTION 720, VI a rn y O w -- CHAPTER 8 SECTION 803, CLASS A INTERIOR FINISH, AND CHAPTER 26 0 O SECTION 2603 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014). CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING e CODE AMENDMENTS WHICH MAY APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONAL SITE -SPECIFIC SEALED ENGINEERING. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. D 3. THEARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE a RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO 1--I 0 o w N THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. f-- 0 4. SEPARATE' SITE-SPECIFIC' SEAED ENGINEERING SHALL BE i p REQUIRED IN ORDER TO DEVIATE FROM LOADS, DEFECTIONS, OR SPANS J U w 00 CONTAINED HEREIN. LINEAR INTERPOLATION OF THE ALLOWABLE SPAN TABLES LISTED HEREIN SHALL NOT BE PERMITTED. CONTACT THIS Q 0.2 P G (nTHECALCULATIONS SSYSTEM DETAILEDHEREINISGGENERICASMAYS. AND UDOESNO PROVIDE W d o z INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT i R f FROM THE CONDITIONS DETAILED HEREIN, A LICENSED NGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR f~--1 J 0 otOt1 z w O O U ¢ W V O u USE IN CONJUNCTIONWITHTHISDOCUMENT. 6. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING a U LOADS ON ROOF, INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED S W pl 0 U O LOADSWHICH MAYJUSTIFYGREATERDESIGNCRITERIA. THIS ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY A S 0 a LICENSED ENGINEER OR REGISTERED ARCHTTECT. Q S 0. LL 0 7. EPS CORE COMPOSITE PANELS SHALL BE CONSTRUCTED USING TYPE 3105-H154 ALUMINUM & 1/2' ORIENTED STRAND BOARD (OSB) FACINGS, v 5 9 g 1.0PCF EPS. THE EPS FOAM SHALL BE ADHERED TO THE FACINGS WITH ISOGRIP SP 2020 ADHESIVE (BY ASHLAND SPECIALTY). FABRICATION Im m W a SHALL BE INACCORDANCEWITHAPPROVEDFABRICATIONMETHODSBYMANUFACTURERFORALL PANELS.. 8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECT ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 9. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN v AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. a a INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & S DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM Q sa MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES d p5g BEYOND THAT WHICHISCALLEDFORBYLOCAL, STATE, & FEDERAL CODES FROM DEVIATIONS OF THIS PLAN. Si 10. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 6 11. ALTERATIONS, ADDITIONS, HIGHLIGHTING OR OTHER MARKINGS TO ARE NOT PERMITTED AND INVALIDATE THIS CTHIS ERTI TION. H3 3 m qg TABLE VALUE DERIVATIONS: WPOtl infRYKLefmaaso PF. PANEL PROPERTIES: 14- 1441 1. PANEL STRUCTURALPROPERTIESDERIVEDFROMCERTIFIEDTESTREPORTSNos. HETI- 05-2025,-05-2026,-05-2027,-05-2028, SGLE: NT8 PAGE DESCRIPTION: 05- 2032, -05-2033, -05-2034, -05-2035 BY HURRICANE ENGINEERING &TESTING, Inc. 2. PANEL DEAD LOADS (EXCLUSIVE OF WEATHER -RESISTANT or ROOFING MATERIALS) HAVEBEENFACTOREDINTOCALCULATIONSFORGRAVITY LOADS AS WELL AS CALCULATIONS 9 FOR PANEL PROPERTIES. O