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HomeMy WebLinkAbout324 Fairfield DrF ; CITY OF SANFORD W' "" //( J/\ J) BUILDING & FIRE PREVENTION i20 PERMIT APPLICATION Application No: Documented Construction Value: S 44,,.0.0 U Job Add ress:3oiy lra; J ,,A d br %V e 'S a Soca ,r L Historic District: Yes No Parcel IDZa- Iq . 3A . 5110 - OOOo ba 5 y Residential © Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Se. R G e ,j f DR C f4 Pf+T I'0 Plan Review Contact Person: e A-V-) ''pVVCS Title?K e_s 1 A -Q Y-."+ Phoneypn- (o$E-p%$ to Emai1Y "-O_cs r'Q_-nC r-k.Q r) Property Owner Information Q_ V--% Cl as U`vr C.S , c o yn- Name yy-vocv: to. LJgk Zea hG. t1 - Street:3 j City, State ZipS 0,,--S", FL 3X7-1 1 Phone: Resident of property? : Contractor Information Named L hS W, ra_ 5Cy_U r tZY-.(,ko.S Y C -S Phone: x1 O - bY '- -0 1& 10 Street:%ob Ho eyi Com_ CT' Fax: `10.1- 3b Z- PS5- City, State Zip Otc , F7L 3a.-1 State License No.. -SCC 13 114 9EU- I Architect/Engineer Information Name: l C wx. S D n Phone: y 0D - 5 ?-5- 3 3 U-t.- Street:SLC)b V '`Q., a -r-, ck `? Cl S C_ 2.5't> Fax: _Ss &S _ 9 Z3- SS 18 ,1 City, St, Zip: C-) y Vo..', c O , F7L 3 Z.Fi 1 I E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Perin it 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 construction and zoning. Signature of Owner/Ager Dat Prynt Owner/Agent's Name Signature ld/ll// 1° o i L 1 Of Ag e nt Date C L -r J4 Print Contractor/Agent's Name 6 a Signature of=t of Florida Date DONNA M.PELOSO Notary Public - State of FloridaCommission # FF 087569 Owner/ g n s or Contrac"' rtY is "ly °r K9i)da? Me or Produced ID Type of ID %=—!7L Produced ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas El Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads ole^ APPROVALS: ZONING:UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Ok to install 10' x 30' (300 square foot) screen porch patio on existing concrete pad as shown on plan. Revised. June 30, 2015 Permit Application DONNA M. PELOSO s Notary Public - State of Florida S• Commission # FF 087569 My Comm. lot p• Expires Jan 29, 2018 o i L 1 Of Ag e nt Date C L -r J4 Print Contractor/Agent's Name 6 a Signature of=t of Florida Date DONNA M.PELOSO Notary Public - State of FloridaCommission # FF 087569 Owner/ g n s or Contrac"' rtY is "ly °r K9i)da? Me or Produced ID Type of ID %=—!7L Produced ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas El Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads ole^ APPROVALS: ZONING:UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Ok to install 10' x 30' (300 square foot) screen porch patio on existing concrete pad as shown on plan. Revised. June 30, 2015 Permit Application Prot3etlygcord Card David Madsen, CFA Parcel: 32 'Ss -31- 1. ,0850 F M MR I Owner: MA: VELE N ;iPAi?<? d: R4UJC%.t t'X'k.RvSY, p12A [ r D .. l -r' 12/11PfDfa{ariy f`if}i:re55: .,ca t r1[h7r FID .)Li .i (.,t2J. ' I Parcel Information Value Summary Parcel 32-19-31-516-0000-0850 i [ : ; 2016 Working 1 2015 Certified Owner MATEO DELEON AMPARO Values Values Valuation Method Cost/Market Cost/Market Property Address { 324 FAIRFIELD DR SANFORD FL 32771 Number of Buildings 1 1 Mailing 324 FAIRFIELD DR SANFORD FL 32771 Depreciated Bldg Value $96,810 $86,925 Subdivision Name CLL RlKE- 2 Depreciated EXFT Value $363 $375 Tax District j S1-SANFORD Land Value (Market) $23,100 $22,000 DOR Use Code 01 SINGLE FAMILY I .__..... _ Land Value Ag Exemptions 00-H OMESTEAD (2016) Al ._ ... T _ _.._ _ __ .:_M,3 ket 1 1-fie_' $120,273 $109,300L Portability Adj1wo- mI WOWaY r — ik r Save Our Homes Adj $0 $28,425 Amendment 1 Adj P&G Adj $0 $0 A Assessed Value $120,273 $80,875 C) LO Legal Description Assessment Value Tax Amount without SOH: $1,392.90 Gill t r1„ m,t $814.40 ax E tfr later Save Our Homes Savings: $578.50 R N ! 1, Does NOT INCLUDE Non Ad Valorem Assessments Exempt Values Taxable Value Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 7/1/2015 3._i,3, 0005 132,500 Yes Improved WARRANTY DEED 4/1/2009 1_'S 5 129,000 No Improved CERTIFICATE OF TITLE 2/1/2009129', 100 No Improved { SPECIAL WARRANTY DEED 5/1/2005 Y3 153,400 Yes Improved Find Comparable SMes Land. 1 Method Frontage Depth k Units Units Price Land Value LOT 1 23,100.00 23,100 E Building Information s Beal/Bath c.qunt inccii— i i Year Built Descriptionp i Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Ad' Value Re I Va1pValue Appendages 3 Actual/Effective f 1 2005 6 w:2.0 1,617 2,053 1,617 96,810 $101,107 Description Area This Document Prepared By THIS INSTRUMENT PREPARNI RGE PELOSO Name: Address: 4100 Maverick Sanford, FL 32771 1111111111111111111111111111111111111111 N1-iRY(il,111E 11OR=i L:.'r SE1'1l1`'1O1.E CIDJAITY CLERK OF CIR'CU11' COU1tT ?. CONPI'ROL.L.ER BK 879'' Pj 661 ('lF'as1 CLERK' V 2111611084-1 5: EC:OLtlil'_1) 1t+r .._,.•..+_+.1.i; t' -t l'1 F:i:CORDT.1,16 FEED1.10.411 NOTICE OF COMMENCEMENT ItLGIaI;Lrll.i Ply 1)(:Ia ori Permit Number: 1 -)-S Parcel ID Number:' - I cf-, 31 - - O 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. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) L lc c /' _ I _. _ . 1 ,, c IIS_ I. "17r2 it < _ V/ < ')a F 2. GENERAL DESCRIPTION OF IMPROVEMENT: SCa-t r— 02 J c1su f -L 3. OWNER INFO Name and add Interest in property: OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Fee Simple Title Holder (if other than owner listed above) Name: 4. CONTRACTOR: Nam\L,M\\ h's r Q Phone Number: 5. SURETY (If applicable, a copy of the payment bond is attached): Address: Amount of Bond: 6. LENDER: Name: Address: Phone Number: 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. 8. In addition, Owner designates Phone Number: M to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 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. t't Yyl fir -12 0 L;; L C--b Signature of Owner or Less , or owner's or Lessee's (Print Name and Provide Signatory's We ice Authorized Officer/Director/Partner/Manager) State of rL U `' County of J - 1 I h U L t. The foregoing instrument was acknowledged before me this day of 7Z)( G 'L 20 by Jq U 2 )G 1-L= } I = U Who is personally known to me O OR Name of pens- making statement who has produced identifica ion type of identification produced: DONNA M. PELOSO - i = Notary Public - State of Florida No c Commission # FF 081589 -MARYA NE RSE oaF a:•, My Comm. Expires Jan 29, 2018 CLERK OF THE CIRC C A COMPTR LLER SEMINO COON FL DA BY DEPUTY CLERK 1-7-11 Sunshine Screen Enclosures, Inc. 4100 Maverick Court Sanford, FI. 32771 407-688-0786 407-302-0851 FAX www.sunshinescreenenclosures.com Proposal Submitted To: Name: Pellot Construction Services I Phone: 407-814-4601 Date: 6/7/16 Street: 2808 Grassmoor Loop City: Apopka State: Florida Zip Code: 32712 Install Address: 324 Fairfield Dr. - Sanford Terms: Due on Completion Roof Type: Elite Screen: 18 x 14 Phifer Mesh Aluminum Color: Bronze Elite Roof: 32' Wide x 10' Long (Size allows for overhang on all 3 sides) Wall: 10' Lona - 8' Heiaht x 7'6" Heiaht Wall: 30' Long x T6" Height Wall: 10' Long - 8' Height x 7'6" Height Fan Beam: Not Indicated Kick Plate: Not Indicated Columns: To Code Doors: 2 Doors with Enclosure Gutters: 7" Super Price Installed: $ 4520.00 Beams: To Code Chair Rail: YES Engineer Drawing: YES Permit: YES 1) No Statement, warranty, implied or expressed, representation or agreement, written or verbal, not appearing upon the face of this contract shall be binding upon the parties hereto. 2) Seller expressly reserves all contractors, mechanics and material man's lien, which may be asserted under any provision of the law to secure payment of the contract price and may, assert and fix the same lien upon real property on which installation is made 3) In the event payment on this contract is enforced through attorneys or by suit or in bankruptcy or probate proceedings seller may recover and purchaser hereby agrees to pay reasonable attorney fees and costs of court. 4) All sums not paid due shall bear interest at maximum legal rate and unless otherwise stated all sums become due and payable upon completion of work 5) We agree to take all reasonable steps to insure the fulfillment of orders received, but our performance is subject to delay or cancellations caused by war, accident, strikes, inability to secure labor and raw materials, fires, embargoes, transportation shortages and delays, government conscription, priorities, and restraints, failure on your part to give notice of your requirements and/or proper measurements and other information, and all other causes whether of the same or different class affecting the whole or any part of our obligation hereunder. Since these goods are custom made — this order is not subject to cancellations. 6) I/We have read the foregoing contract and accept the same on the terms and conditions stated above. Customer Signature: Contractor Signature: RECORD COPY V7, h, " M V J IF T 170 Woymoni ('Mija - I-akc,%,hrv, F! " -A(\ - 1-C 40 -b-; cn 11, Legal Description Lot 85, CP -'Lf -"R Y LAKES PHASE. 2, according to the plat thereqf, as recorded in I'lat Book 65, Page(s) 29 and 30, of the Public Records Seminole County, FL. Community number: 120294 Panel: 0090 V;_, , _ io- rat. II Suffix: Fr. I. R.M. Date: Q.tW,12007 FIoodZotze: X NOU-21'43-* 0 00. 5. I Es. r T - T,-, --- T-- — Date offield work: 1-1912015 Completion Date: 711012015 -- X -- -" oN IiE 7 W 69 T a L9certiedto: Z;99 Amparo Mateo Deleon; First Signature Title, Inc.; Old Republic Jlt-- -.6. 0 22 1G.GG' 1 30.00 s°se_l( QLWomzlTitleinsuranceCompany,- Prospect Mortgage, LLC, its NCC -_2I'43 -W 520 29' SUCCeSsors and/or assigns. FAJRFIELD DRIVE' V ED PLANSAPPRO RETENTION POND TRACT "A" DRAINAGE RETENTION AREA DEDICATED TO CELERYENG. DEPT. Ln LAKES HOMEOWNERS to T ASSOCIATION, INC. "I', Ok to install 10' x 30' (300 square foot) N 100'38'06" W 49.97'M) screen porch patio on existing concrete pad N 100'21'43" W 50.00'(P) as shown on plan. /2 2" T NO ID# LINE I BEARING DISTANCE UP21 S 00.21'46" E 1 50.00 L7)I S 00'21'46- F 1 49.97 L2)I N 00-21'46- V 38.59 12KM) N00-2 1'46" W 313.78' CONCRETE Uj D Ljj LLJ 0 0) M DO CD LO LL 0000a) M OCT 1 1 201 0021 . 3 W 120.00' s nQ Q N007", 10M, 8 2 8 b 20,00' 5,L--s?O-L, 4 J"E2Laa' L r . x E PC FIR 1/2- 1 DRIVE' FIR 5/8" N- 1 0' J.E. FIR 1/2" l D# t NO ID# # LS2494 5' CONC S/W L — 0 2' CONC CURB 24 24,0' EDGE 1roperty Address: 324 F aitfield Drive FAIRFIELD DRIVE Sanford, FL 32 771 50' RIW (IMPROVEO) Survey number: SL 1538,11 LOT 85 CEI -ERY LAKES PHASE 2 0 00 n N-) ONE STORY pF) RESIDENCE 00 6.6 Cf)0 5.11 13.44 Uj D Ljj LLJ 0 0) M DO CD LO LL 0000a) M OCT 1 1 201 0021 . 3 W 120.00' s nQQ N007", 10M, 8 2 8 b 20,00' 5,L--s?O-L, 4 J"E2Laa' L r . x E PC FIR 1/2- 1 DRIVE' FIR 5/8" N- 1 0' J.E. FIR 1/2" l D# t NO ID# # LS2494 5' CONC S/W L — 0 2' CONC CURB 24 24,0' EDGE 1roperty Address: 324 F aitfield Drive FAIRFIELD DRIVE Sanford, FL 32 771 50' RIW (IMPROVEO) Survey number: SL 1538,11 1161 Types. Screen Room Pool. Screen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPH) Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) Car Port REVIEWED FOR CODE COMPLIANCE Patio Covet' - PLANS EXAMINER F10ther: A 4 -7ip -t('n DATE Reference: Newk Revision Date: 9130116 Project Address: 324 Fairfield Dr. City: Sanford Contractor Name: Sunshine Screen Enclosures Address:'4100 Maverick Court City: Sanford Zip Code: 32771 Phone/Fax: 407-688-0786 / 407-302-0851 Email: keith@sunshinescreenenclosures.co-I SANFORD BUILDING DIVISION A PERMIT ISSUED 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 Choose One. Mail Pick Up RV Fed Ex*R 3 _____ No of Copies For FedEx option got to www.aluminumscreendesign.com and provide FedEx account #) Payment; CheckR Credit Card * For Credit Card option go to www.aluminumscreendesign.com to pay by credit card) Engineering prepared by: n Ewa DFsou Pik4fi€P'3 .. , a3. Reit° -._ .. Ultimate Wind Speed(mph) 130___ Exposed Category: C Risk Category: Screen Room: Insulated 0 Pan Roof Fascia Wall: Block Conventional Uprights 2____x4 ___ Top Plate 3 ____ x 2 ____ Kick Plate Pool Screen/Cage: Dome 0 Gable Mansard Gutter Wall: Block[ Conventional [ Beams i__-- x__. Uprights ----- ----- Purlin-----x--_ Car Ports Insulated Fascia PanD Wall: Block Beams Post Patio Cover InsulatedR Fascia Pan D Wall: Block Beams _xPost Conventional [] x----- Conventional x----- 1 Concrete: Existing / New: 4" Slab Pier[]Ribbon Footer --- x--- Pavers Other: Note In the event that there is a conflict with the design plans and general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction between the plans and "the general notes and design standard. General Notes & Desilln 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. Desian Codes: Florida Building Code 2014 (5`' 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 psf) Risk Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure Category: -See attach site specific plan sheet (TBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any I foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. 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 pef Internal angle of friction = 30 degrees Coef£ Of friction between footing and soil = 0.5 Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com Structural Aluminum: t l" 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 818.6.4 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 x2 Wind Brace = 4'-3" 2 x3 (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 x4 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/a" Reinforeinlz 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. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com LW$.,.i t. 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 Beam -Size Max Beam Span & Max Column Spacing Column -Size Max Column -Height Pan Roof Span Insulated Roof Span 2 X 3 6'-0" 2 X 3 8'-0" 3" Spans 13'- 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" 2 X 6 12'-0" 2 X 6 10'-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. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com j e jL.....T rp1^- r 71 CJD ff: i p i x x k i i r 71 CJD 0 In the event of a conflict in member sizes shown on the plans and the general notes; the contmotor must utilize the more stringent membor size roquimrne tts. i p i 0 In the event of a conflict in member sizes shown on the plans and the general notes; the contmotor must utilize the more stringent membor size roquimrne tts. p 0 In the event of a conflict in member sizes shown on the plans and the general notes; the contmotor must utilize the more stringent membor size roquimrne tts. ALUMINUM SCREEN EXTRUDED FASCIA IS ATTACHED TODESIGN.3 3" C CHANNEL IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 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 EXTRUDED GUTTER IS ATTACHED 3" INSUT.ATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH (4) 410 4" PER PANEL W(.aISL' olNI7xv..% 1:7 3X2 FRONT WALL TOP PLATE 1-UNGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH 410 1" 6" FROM ENDS 24" O.C. KICK PLATE IS ATTACHED TO STRUCTURE WITH 410 1" 6" FROM ENDS 18" O.C. UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) 910 3", CAPRI CLIPPED WITH (4) 410 1" PER CLIP BLIND CLIPPED WITH (4) 410 1" PER CLIP IX2 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) 410 1" PER CLIP BLIND CLIPPED WITH (4) 410 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) 910 2", CAPRI CLIPPED WITH (4) 410 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP INSULATED ROOF IS ATTACHED TO L iM NUM 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. 2X4 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. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICI- AEL 1 ,IONTSON ALUMINUMSCREENDE SIGNMETAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE A6@QYAHOO.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 ORLANDQ, FL 32811 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. # 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 CA43 093 Q LIMITED POWER OF ATTORNEY Date 10—CH I hereby name and appointer ,4 lA,; hto be my lawful attorney in fact to act for me and apply to the building department for a 5C -'C' permit for work to be performed at a location described as follows: Lot Block Subdivision C t ` , , V, S -) Address of Job) Owner of Property and Address) and to sign my name and do all things necessary to this appointment. Keith T Jones SCC 131149881 Tvpe or Print Name certified Contractor and License Number Signature of Certified Contractor Acknowledged: Sworn to and subscribed before me this day of 2016 By /l '/t _ who is personally known to me /who produced as identification and did not take an oath. Seal) "GONNA M. PELOSO Notary Public, State of Florida Notary Public - State of Florida My Commission Expi Ids r= Commission # FF 087569 lots .• My Comm. Expires Jan 29, 2018 Signature City of Sanford 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: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copydiv a contract, signed by the contractor and the property owner, indicating the documented c'o'nstruction value of the project. @N- opy 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. N Two (2) copies of the signed and sealed engineered drawings. Wind design data required on Y7 drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings OR Two (2) copies of previously mastered filed plans. Indicate all details and options that apply. Two (2) copies of a site specific layout for the structure with minimum 1/8" per foot scale. Include all framing sizes and types. Include any electrical devices to be added. 2) copies of Florida Product Approval, including manufacturer installation instructions and xct evaluation reports, for composite or elite roofing systems. (If applicable) For Sunrooms — must designate specific Sunroom Category on the signed and sealed plans, in accordance with FBCR R301.2.1.1.2 T)@) Contact Person information entered in Naviline? Application forms stamped received and initialed Revised: February 2015 BP# REQUIRED INSPECTION SEQUENCE L _ 2"1 Address: min Maar Inns 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 Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 ELECTRICAL PERMIT Min Mays ffis eeti®ffi ese i ti®ffi Electric Underground ` Footer / Slab Steel Bond Electric Rough ` T.U.G. Pre -Power Final Electric Final Min Max Inns estion I[Desea-i ti®ffi Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL P1 Mian Max Mechanical Roug Mechanical Final Min I Marc I inspection Des Gas Unde Gas Roug Gas Final