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HomeMy WebLinkAbout335 Appaloosa Ct (4)D C CITY OF SANFORD BUILDING & FIRE PREVENTION '! PERMIT APPLICATION IFEB 2 1 2018 QQ L �-�i Application No: fJ1� Eir - Documented Construction Value: S 7 6 0 AZ Job Address: 3 3's ftf e- Historic District: Yes [INoJE Parcel ID: I :R ') n ; 15-0 6 O 0 ® Residential ❑ Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration1❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: 21e CP Plan Review Contact Person: 3.t44 A- eel�- o /V Title: t!A V,.y � 1`u'J Phone: 0'73R L(i99%OFax: 07 4 0 10r Property Owner Information a Name �v I o 4-4-$.X r-\ Phone: % (a (? Street: Sa-. o v&4 C, f— Resident of property? City, State Zip: 9 -�%% `Contractor Information n Name Y'A -•' t GU.�S -s't c- Phone: 4 7 34'4 `7 Street: -nC4* -) Fax: `1 a d City, State Zip: cFo-1 7 State License No.: C, 1-3 6-3 O 0 7 Arch itect/E-nggine�er Information Name: i�'l v vN 1 V i�'I /c �Q� `�si }r) .Phone: Street: L Q et-c l.�r o1 c� `-CjC,� Fax: City, St, Zip: (D % l,� ky ( E-mail: Bonding Company: / Mortgage Lender: Address: / Address: WARNING T6'0WNER: 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 Permit Application ' o ©, ,'l 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 co pliance with all applicable laws regulating construction and zoning. F Signature of O er/Age t ate Signature of Contractor/Ageent Date � () k-X-4 �- Print Owner/ gent' Print Contractor/Agent' Sign at Date Signatur e o � ,PYA�a%� BRYAN DORION Notary Public - State of Florida * Commission # Fr 181319 My Comm. Expires Mar 27, 2019 Bonded through ti'a ' . gal PJot� Owner/Agent i—'''�'Personahly� no v I or Contractor/Agent is Personally Known to Me or Produced ID Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas[] Roof ❑ Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ #-o\f Heads Fire Alarm Permit: Yes ❑ No ❑ rY,i F APPROVALS: ZONING:-7- I`tS UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: 5F ja t8 COMMENTS: Ok to concrete slab and screen room as show on plan, meets area and dimension re ulations for Bakers Crossing Phase 2 approved PD. g Revised: June 30, 2015 Pennit Application REQUIRED INSPECTION SEQUENCE Rpo. 14 Minn max IIns@ctn®n Desed2t.16n. Footer / Setback StemwalI Foundation / Form Board. Survey Slab /'Mono Slab Pre our Lintel / Tie Beam / Fill Down Cell Sheathing — Walls Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspecti-on 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. COther) REWSED: June 2014 Address: �Z-zk< AAMM.. -A max Electric. Underground Yooter /'Slab Steel Bond Electric Rough T T.U.G.T P p re -Power Final Electric Final MinnMax., 5011?61 51M.1-711 tww I[D@scriEtn®n - Pliirn'hina Underground Plumbing Sewer Plumbing Tub, Set Plumbing lumbingFinal Inspection Dese Mechanic Mechanical. Final, ............. ... Gas Underground Gas Rough 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 i _ Depreciated Bldg Value $147,569 $139,085 Depreciated EXFT Value ........ $325 $338 Land Value (Market) $34,000 $34,000 Land Value Ag Just/Market Value " $181,894 $173,423 Portability Adj Save Our Homes Adj $65,020 $58,913 Amendment 1 Adj $0 ......- P&G Adj $0 $0 .......... ....... ......... Assessed Value ............. .......... $116,874 $114,470 Tax Amount without SOH: $2,419.18 2017 Tax Bill Amount $1,296.62 Tax Estimator Save Our Homes Savings: $1,122.56 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 108 BAKERS CROSSING PHASE 2 PB 62 PGS 97 - 99 i Taxes _ i. Taxing Authority ...... Assessment Value Exempt Values ....... Taxable Value ... ....... ........................ ....................... .. 1. County General Fund $116... $55,000 $61 874 Schools $116,874 $30,000 $86,874 ..._ City Sanford .. ___... ...... ...... ........... ........ _.... $116,874 $55,000 ........ .......... $61 874.... SJW( Water Management) 8 Bofohns Co _..., County Bonds ....... _. __ ____. ____._ _._......._ _.........._._ $116,874 ..........____ ............. _....._........ _ _. ......... ...............I.. ......... ........... $55,000 ........____ ____. .._........ $61,874 _................ _..._ Sales _.. ............ __......... ..... _._.. _._ ............. THIS INSTRUMENT PREPARED BY: -- - ••, No's iiHl fell Name: A Gh:Al'a'i 1711Lt�Yp SE1111401_E i:glJhdl'Y Address: 2938 STONEWALL PLACE ``"Ef'f` IF ` IR(:UZi C:1J11R7' ?, r:I�hIF'Tt;'OL TROLLER SANFORD, FLORIDA 32773 DT 9i+r;� p.7i �q^ i 1F'3-, i CLERK'S 4 2jj181)12$72 NOTICE OF COMMENCEMENT f+l_t t�liGL=L� t) ;`it /?tj _ �j2a4etjti Fy; �:f.-:C[)F:[,t%I'i(i BEES �1.:+nt;lt-r Permit Number: Parcel ID Number: 18-20-31-506-0000-1080 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) 335 APPALOOSA CT SANFORD FL 32771 LOT 108 BAKERS CROSSING PHASE 2 PB 62 PGS 97 - 99 2. GENERAL DESCRIPTION OF IMPROVEMENT: SCREEN ROOM. CONCRETE SLAB 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: JULIO SANTANA 335 APPALOOSA CT SANFORD FL 32771 Interest in property: FEE SIMPLE Fee Simple Title Holder (if other than owner listed above) Name: same Address: 4. CONTRACTOR: Name: PRAGER BUILDERS, INC Phone Number: 407-324-9960 j Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 S. SURETY (If applicable, a copy of the payment bond is attached): Name: 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. Name: KENT PRAGER Phone Number: 407-324-9960 Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 8. In addition, Owner designates KENT PRAGER of PRAGER BUILDERS, INC to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 407-324-9960 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. ✓' CAD JULIO SANTANA o (Signature of er or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office) Q Authorized Officer/6' ector/Pariner/Manager) j/ �.� W. S / �TT5i.41l t 4 (dU State of �(d 14 County of The foregoing instrument was acknowledged before me this day of Ec S a ^20 i - _ -�- O b � 1 d am+ -' 4 '''1 Wh s personally kno to me/ ORI v y Name of person making statement w r who has produced identification ❑ type of identification produced: �aunr `�ipFV PV�� BRYAN DORION Notary Public - State of Florida - 4 - ! - c' .•_ ,a.:, Commission # Fr 181319 ;9rFOF f`o' My Comm. Expires Mar 27, 9019 rrrr` Bonded through Naticaal Notary Assn. .r Notary w Q 02/13/2018 09:22 4073223039 P RECORD COPY PAGE 01/05 r NOON AS D' ALUMINUM SCREEN DESIGN Aluminum & Construction EngineerTng Roo /S ;..Screennuin Room/Fill In (Cage (Non -Removable Screen ^ Designed to withstand actual Wind Speed) Port ❑Patio Cover ❑other: , *Contractor Name: &w *Address: a *City: f14-1wi-17911-b *Zip Code: 5.z7 7S * REVIEWED FOR�C,ODDE COMPLIANCE PLANS MINER —� r1 ATG 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 iphonelFax: REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Email: *Choose One: Mail[] Pick UpiE-Fi1e Fed Ex ❑ No of Copies *(For FedEx option go to wwwAlum.snumscreendesia .corn and provide FedEx account #) * Payment: Check[] . Credit Card* F� *(For Credit Card option go to A w.aluminumscrecadesign-coin to pay by credit card) Er gineering prepared by: 41 �- Engineer. Michael Thompson, MSc, P.E. (P-E. # 47509) 44o1 Vineland Road- Suite As Orlando,, FL 32811 Office:407-734-1470 Cell: 407-721-2292 Project Manager Paul Thomas 38&479-9504 Fax: M-923-8181 Email: aluminumscr ndesi n yah Cam_ Website: www.alum inumscreendesi q n.cOM CA#30930 #18-987 BUILD/NC SANpopo } 02/13/2018 09:22 4073223039 P PAGE 02/05 ASDALUMINUM SCREEN C)ESt N Aluminum & Construction Engineering ate Wind speed (mph): Exposed Category: C Disk Category: 1 �Sijn RoomlF.ill -in: Insulated Pan Roof ❑ Gutter 0 Fascia Wall: Block ❑ Conventional Uprights S X„ Top Plate XKick Plate lit. Pool screenicage : Dome ❑ Gable ❑ Mansard Gutter ❑ Fascia[] Wall: Block ❑ Conventional ❑ Beams X Uprights X Purlin X KicN Plate Car Port: Insulated ❑ Pan ❑ Gutter [] Fascia❑ Wall: Block [] Conventional ❑ Beams X Post �, X�— Patio Cover: Insulated [❑ Pan ❑ Gutter ❑ Fascia❑ Wall: Block❑ Conventional ❑ Beams X Post � X.�. ' Concrete: Existing ❑ New: 415siab dPier Ribbon Footer X Pavers[] 6" Thickened Edge ❑ 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. Engineer: Michael Thompson, MSc, P.E. (PE#47509) 4401 Vineland Road Suite A6, Orlando, FL 32811 (CA#30930)-Ph 407-734-1470/Fax 407-734-1790 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 2017 (6t' Edition) Aluminum Design Manual 2015 ASCE 7-16 Design 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 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 AS D - A.,mi norn Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum �p design. I 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 B18.6.4 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. For bottom plate and column base, secure with '/4" tapcons a minimum embedment of 1 1/8" and 2 '/4" respectively into concrete footer. 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'/4" Reinforcing Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A185 Welded Wire Fabric shall be ASTM Al85 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. 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 pp�� 5iAUW1 � DES » i LZms ' ,I �A:.,A:jmmorCnnO;.c,ion Hole Alignment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips IN and foreign matter between contacting surfaces shall be removed before assembly. 1 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 64" 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 1 10'-0" 2 x 5 9'-0" 2 X 6 1 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 1'4' 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. Maximum deflection shall be limited to L/80. Edge Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. Vinyl, tempered glass, and acrylic panels: Vinyl, tempered glass, and acrylic panels shall be removable. Removable panels shall be identified as removable by a decal. The identification decal shall essentially state "Removable panel SHALL be removed when wind speeds exceed 75 mph (34 m/s)." visible when the panel is installed. 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 LO CD w d N CV O'1 0 OD 'A 0 N m cv m %JIMM in the event of a conflict in member sizes shown on the plans and the general notes, the contractor must utilize the more stringent member size requirements. -13 A y -4'a !ZF pLr MW r ` - � .�.�. >..�-N._�+• .fie ,, erg. _ > > ..... 370 A-U�1111jnt(:ottrt 1-4ke• 11n,•c. F1,327,46 • %'oAev.IU;,7631 F'aa407.6",.691 Lot 108, BAKERS CROSSING PHASE 2, according to the plat i rhereof, as recorded in Plat Book 62, Page(s) 97 through 99, of the Public Records of Seminole County, FL. i Community number: 120294 Panel: 0070 Suffix: F F.I R.M. Dale: 411711995 Flood Zone_ A Date of field work: 212WO08 Completion Date: 212112009 I j Cerlifted to: Julio M Santana; Universal Land Title, Inc.: Fidelity National Title Insurance Company; Coldwell Bank& Mortgage, its'successors andlor assigns. I I CURVE TABLE NIELLONVILLEA VENUE I NO. Beaus DarA N7C tAhY.OJr C 3W 04CRO 6Ecs'rnG 1(P) 2500' 172646' 5.43' 2.73' SIT' V.Oer307V. s_po-78:Jw. C3.G10(P) e (t/) 2500' lY?e'a T" S.4J' 2.73' Sat' N.Od'3l'd.t 7✓. S.00'17'42iS! a5.00'(M) .3 ctr-i Rc fW LOr 07 0 oT ^'tt. lee ce 1 wv r , r..m. $ �, u'p .tit.St Ry wine 3 VA.et At L;n: I. L OCa T16,V SKETCH Not to Scale RR 1/2' LB SWO SCALE.' I "=JO' PCP PLA r m� N N ONE STORY LOT 108 Q' a 1RAGT JL75 AMW/1Mjrr EASEMENT w Q o D&UCATED TO SANFORD lei '$ b OWNED BY tV b HOMEDWNERS ASSOCJATION M it vl at x y � � • 50 tT! � G I V I -- -. 20.0' � a 1s.o• l'1 rSQa0'(P) .� AIOJOs'19iY. 150.0/ (AQ F7R 112- LF_Gk�C) —r .:rniC Err..e 'a 0 •rAK Fe:!ct .,r eouna Nar -Qlt•_ (orrrete Fe`rq I,aeo).rvo C'eai 56/50 30Vd :. obi AIte, XhHEI ;EL ie'Llo'rna ga&- res cold ArL'i 6 R eeaong ReierKCi! CH Coaru kAD Radra- ti�L a:: �lireo,?i0rlr; PROVED PLANi ' 1`': ' 1011E i7R 1/2' '� 1 ` r 4 4OAC'RCr W4LK . ' VTR I/2" N.1L1.19' $. 9 ?�l &we 'MMYN 79.52' 21CaYcA Ok to concrete slab and screen room as COUR show on plan, meets area and dimension ---APPALOOSA- SOR/W regulations for Bakers Crossing Phase 2 ASPHALT RDAO approved PD. • JQl7)urµ, t .... _ . . vD a Survey number: SL 95507 t;ENERai. NOTES N T.S, 4o1 to 5cde i, legal dexripadn atOViaCN 0y OMM F1,000 ZONE DETERMINAPONS AR 0 R On�6ra 4wro: 2 The lends sriowr. nerd o,t were fiut PROVIOFp AS A COURTESY ONLY. ANI ORS Oil eb1 Rama 800e aostracteo for easements or other recory AREDERNED FROM THE 9ESTSOURCE, 'r.C.P Permanenj Control Po nc ea enctMbranceS not Snavn on ?!1R p161 AVAILABLE TO THE SURVEYOR. THI: PR MI igrmaner.t Reierenca Mtonc:me,)t 3 IjImelground porno Of i0onngS, tours. INFORMATION SHOULD NOY 15. PG Page catwns or otner improvernents were 'COI REUW UPON FOR FLOOD WSURANC P✓h1T Pa�irtxnr IQCa[ed PURPOUF Aran MAY Nceev vane d 6S06ZZEL0b ZZ160 8Z0Z/£Z/Z0 02/13/2018 09:22 4073223039 P PAGE 03/05 P'12AGER BUILDERSI OTC. 5450 Bryant Avenue • Sanford, FL 32773 Telephone: (407) 324-9960 • Fax: (407) 322-3039 State Certified: #CBC053007 www.sunruompro.com # 7 6 0-5-9 G "t. 5 8-:�. i DATE �Ld-10 IDRY;SS 33 A ee- a paw (�.�` ��t �j �a 77- RECTIONS: _ _ R ,EN:. 7 . O q CATEGORY: AT: '� ( GABU; TIE [N; g4VJ,e-% IOF SIZE: ( 2- X d� ' TYPE; )IRS: r/ �as�/RV►1`) CKPLATE; JTTERS; 1,4 ( of iND TYPE: AME COLOR: o -1 Z� MCH OVERHANG: J )Use O.H.: I SOFFIT? ' s ` AK: SIDE! / % BEAMS: C L� .AB SIZE: :]STING SLAB: :MO; M 1 pV C. G l9f s' .ECTRICAL: kTE CODE: AT£R]AL AND WORKMANSHIP GUARANTSSD FOR 2YEARS. 3mtxtor expresso mervtt all contactors, mwbwa - and material ank lien which may be nwrttd under auy prrn;aiow of the law to curt payment of the contract peke and may assert and fix the name as a m upon the ce8! property on which insiallat[od is made, rre)+dscr agrees to supply electrical power ea job seta. ;mail; OTES' .'LC'Y1t O 1 ,�a��$1oft t r (,' r 4"rY'6 www.s rQDomproacoil NOTE: 1) HAIRLINE CRACKING OF NEW CONCRM SLABS IS A COMMON OCCURRENCE. 2) smNaER SXSrEM MUST BE RELoca1•EO BY CUSTOMER. 3) DRATl<IAGE AT BASE or &OOM IS RESPONSiAUZ Y OF HOMEOWNER. 4) FLOOR MAY REQUIRE LE VBLING FORTILE RMALL, MON. S) OWNER IS RESPONSIBLE FOR ANY Xt);.INSPECTION FEES r)UF 10INACCESSTBII XTY OR MESSING PEWr7 6) HONIiOWNER IS RESPONSiEU FOR HOA OR ARC APPROVAL 7) ALL WOM AREAS MUST lib M.B OF DEBRIS AX0 . FURNrrUF.F- We have read the forgoing pcopc�cd contract and accept the same on the termS and conditions printed on the rcvc= side (.t_ s stated above. Corn PRICE ra tuchaser. Date stimator: / Terms;7.sn,_nut: /V ash. Check 3%Convene ce Fee for Credit Card transactions. IWo fill] Years labor and ]Material guarantee: ALUMINUM SCREEN ETRED FASCIA IS ATTACHED DESIGNYXIN O BLOCK STRUCTURE /1 ULATTED ROOF WITH 910 11' 6" 6" FROM ENDS NDS 24 O CA& TO 3T INSULATED ROOF WITH 6H# 10 " EIS SID�CONS FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED 3" INSULATED ROOF WITH 910 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH (4) 910 4" PER PANEL 2X2 POST .046 OR GREATER 2 HINGE 2X2 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" KICK PLATE IS ATTACHED TO STRUCTURE 'WITH 91.0 1" 6" FROM ENDS 18" O.C. AL UMINUM S C RE ENDE S I GN. C OM AL UMINUM S C RE ENDE S I GN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) 910 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" OR, CAPRI CLIPPED WITH (4) 910 1" PER CLIP OR BLIND CLIPPED WITH (4) #10 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 2" OR, CAPRI CLIPPED WITH (4) 410 1" PER CLIP & BLIND CLIPPED WITH (4) #10 1" PER CLIP DESIGN STATEMENT METAL 1S .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH " INSULATED ROOF IS ATTACHED TO JLUNIINUM STRUCTURE WITH #10 4" " FROM ENDS 24" O.C. X2 SIDE WALL TOP PLATE 1X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 3X2 SIDE WALL UPRIGHTS 2" X 2" X 1/8" ANGLE IS ATTACHED TO UPRIGHT W/ (2) #10 1" & INTO CONCRETE W/ 2-1./4" X 1/4" TAPCON 1 X2 IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS (5" X 1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. 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 4401 VINELAND ROAD SUITE A6 A FL 32811 E. # 47509 CA#30930 �L BCIS Home 1 Log In 1 User Registration Hot Topics Submit Surcharge Stats & Facts I Publications i FBC Staff BCIS Site Map Links j Search d. i d Product Approval Y_ ,USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 2291 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications f FL# Tvoe IManufacturer Validated By Status FL2291-R101 Revision ! Four Seasons Building Products Troy Bishop, P.E. Approved History Category: Roofing 1 (954) 947-0880 Subcategory: Products Introduced as a Result of New Technology 1 *Approved by DBPR. Approvals by DBPR shall be reviewed and rated by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, 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 mail. 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: `' W Ki Q �L £Lit 11+r ii11�5'� .w, " k PRO-FAB ROOF PANELS ATTACHMENT TO HOST SHALL ATTACHMENT TO HOS BE DESIGNED PER SITE BE DESIGNED PER Sr SPECIFIC ENGINEERING SPECIFIC ENGINEERII EXISTING 0.024' OR O:fi3Et' € MDSTSFRUCTTIRE•' ALUM OR BY OTHERS, TYP. 7:51EE1. TOP $ BQ'RDM MLN. 4' MAX WIDTH PER /PANEL DEPTH INTERLOCKING PANEL FACINGS (if4_PERF9OTMIN.SLOAE) EPS CORE (1 0 PCF) _ OPTIONALUE ..._._ .... _....-... _.... �-..�..._.-._.�._ °° ° GUTTER OR DRIP CAP �q ...-.-. -._-.. CLEAR- SPAN (L) INSIDE TO: WIDE- .`• • CYYERHANG -{ t ENTTOTO HOST SMALL BE DESIGNED .. PER SITE SPECIFIC ENGINEERING 36' MAX OIH AT FRONT &'. 1 ROOF PANE .SPAN DETAIL 2S%DFLAST,PANEL ^�- � -WIDTH AT SIDES (UP TO f �'�'---"• 1Y MAX y 1 N.T.S: VERT SECTION ATSIDES)SIDES) G MAXIMUM ALLOWABLE CLEAR SPAN TABLE K00� OVETR SCREEN WALLS AND. PA170 COVERS: Wind SP.W ,Eq. Ue Law €. asr um tU.) r 0.02f oma' 26QA 0.62<'.C) Ak-L. A4F.8Lin(SYtl 9rE1:ok Slit, 11B EPS I-LBEPS i.LBEC$'.t.SLB r c�u,sm D.mr E o.mv, SWW Akm Stin AI.. SFR, OIL, 51B EP5;71$EDS t-E$EPS'. s~ 00240,03D• -25P A4m SW M ft$kb's{E9t.Skin t-I.B EPS t{B EPS'4{BEPB 1101" r B BPSF I 1S-11• ir-w 1Vd: ;' lea. to-tf' € W € 2YAr -0' € >2S v* t1D lPet. : C -. t0£5F t20 iS-r' 4r-r° € 16'd" tS-14' F'C.tY't&-<' '! 22=T 27-e1 # vAr 110W4 €': D, '.: 13 PSF, 120 Fr-1• 'IV4' ir-1€` t Frd' t6'd' € 1T-i t" RY$" 21=1" € 2Zr €. '2Y-0•' t20 MPH l:, '.6 ::11. 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D 23 PSF f70 it'd" iT.<" 1xr iZZ FSr € 1r-r -: i5-<• trt iv-- s lad- t66LiPH 12'-r 1r-r tv4r 'ISLE 131-T � Iv_r !. tr, F6tr 171r 2T-r /58 LIPlt -:C € 1 11`11• t .w 'tr-< 17d' it-t- -16.3' € iv-7, 1rt0` la=_Vr i 20'-r 155 YPH. ;. -6 25 PSP 1 120 1t'-r tx•72' 13.0 i1'S 13'-W F -IV-i' i 1l 16%17 1r 1B•P 1 B !-t6 € 120 .. -fT4• '1li" fs-Y 17-79' iT-Y 18r t - .-160 €-C ;-22 PSF € 12D. 11'-0• tS-r fS t7 413"- 13'tt fl-1Z 15-}0". trr .:f(4d` r: =.I- 160 LIPH t 'D 26PSF 12T. ta-ir 1U." t7d` < 1f•d• - t?-0• fr-t' ! 1ry 16`-ir � 4r�S` tC•Y 1w'" '-:B 16 PST. 120 1Y-r 1<'•t' 1rd• tx-P`: '1rd" i4-r - IV-4".. tffr 'IT_r -; 2r3" 165 f<PH i c 23 PSF 1 Lid- ix-<' trr fY•C 1Sr ir-r IV- 1r-l- '16'•2' ' sa6" 466 NMN4 ;...D 20. I 10'-r ir-w17-C 11'r N 43v 13`-tt' l5w 16.r t tr-r FYO k&H B -€ 2D PSF t23. tttr d 4lr is<lwi- t-tr$ I-1V6 _€24 P5F 120 ii3 -t s4" r6" r-'• 'Ir." 1r0 D 20 PF 126 104r 17-2• tf'-tt' -Iry 1 . -tYr '.'.TT1 - E-�-CS• tr-3froW C !. 30PSF 6D ll`r IV-11' II V t2'-O" tza' t tx•0' 12'4' 1Y4• ixd` T7ff Im MPH C. 30 PW € F20 IT-v 114•11` 11' ° 10141• 1T•r 1 'fS.P tS-<' 1l4' ! t5-11. to tf i .C. '1t PSF € t80 ffl' 1tY-r 1Vw 9rd` 50-10` z tt'd' 13� 4l$ 16'$ i C 30 P8F - 60 IV4 4t'•tt' ' 1f'•a' 11.1 iTO" t2-0" #. 41_; t7d- iT-0l. iT9llPfl .-_C € 10 - im F0',S" '1T'-11' it $• to-F1' 1T-i tF!<" tx•E' t<'$' IT.jr t-t6'•tY - c 30 PSF Leo aT• 10'-Y' € ",IT .. ffd•. 10't6" ` tI.4r [ 1s-<` tSd' : 1f4 `. fa-Y -U 31 PSF I 6D 11 r 11:10` f f18'- €. lY-0"' lz-0v; ir-w t '42',Cr tYtY TZ4r -17-V . 176L" i D ! 31.PSF. 12D 10'd' 11'-1ff f IVr to-t0" Z- ? 13'-lr t '13'r it 1 1a, i low i5F id3 I,. sad• ! 71-2` Rd• f0d`- ,I'-r t3' IT-r il-<• IWr TABLE NOTES: IL CALCULATIONS > BASED 4N FBC SECTION 2002.4, SOLID. SURFACE VERTICAL LOADS, RISK CATEGORY 1, LO. PSF MIN LOAD. EXP'W PRESSURES VALID UP TO 3W MRH_.EXP'C PRESSURES DERIVED. USING FACTOR.OF 0,86 $ EXP `O' PRESSURE DERIVED USING FACTOR OF 0.09 PER FBC TABLE 2002.4A, WIND PRESSURE VALUES FOR 156MPH EXP'C 9.'D' $ 165MPH EXP'C $'D' OBTAINED. USING INTERPOLATION PER ASCE 7-10 METHODOLOGY. 2. DEFLECTION LIMIT- Lj120,. MAXIMUM ALLOWABLE ROOF SLOPE SHALL BE 3- MAX PER FOOT (3a2). 3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS. FOR GRAVITY LOADS AS WELL AS. CALCULATIONS FOR PANEL PROPERTIES, 4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED ASOVESHALL.NOT EXCEED T-W.. MAXIMUM ALLOWABLE SIDE OVERHANG IS 25%OF LAST PANEL WIDTH. (i.e. 12" MAX FOR 4V PANEL WIDTH). 5, (t) INDICATES ROWS FOR USE WITHIN THE HVHZ ONLY, DEFLECTION LIMITS CONSIDERED FOR USE IN THE HVHZ ARE:. 5.1. L/80 FOR SPANS SIX-O' 5.2 L(180 FOR SPANS > 12'-D" t ,�Is�iss HE"V r t 34A TER7 INTEPR.NTERTAft Foc 11 M ALL Y APPLY. AY EOR f THE NAY RLIT MAY, NAt: D BYA o'tit Q 1 7�t v [DUG" APPLICABLE ASTM TEST - ce AERATION REPORT FOR MORE M. • TO BE tB OR GREATER SAE GRADE 5 AWISE, FA5TENStS SHALL BE EL t OTHERWISE CORROSION -RESISTANT . ! [ . L COMWITH '4 Y WLFP£CLFi1CATTONS FOR RES` BY THE ALUMINUM LE'ANY APPLICABLE FEDEM, STATE; MORS'NOTED "mma SHALL Be ` k.1.._ DtACKED CONCREM ONLY: INSTALL _ E [_ 11 fORS PER MANUfAC.ZURE% OR IS RESPONSIBLE TO INSULATE ALL _ ' iIMTLAR MATERIALS TOPREVENT AFFIXED HERE TO VAi:MTES N.AS SHOWN ONLY. USE OFTHIS ONTRRCTppR�, C. k7tL 1F.itl<TfTE5.8 ! i +■ ELS a afldEfit FOR XLL CxSC & R LWAL FEES B APPELLATE FEES :TERFAI FABR[CIERONt �SY-ST`EM 1UOV HtACTTCE-'I 3a �EE{ U FeDEPTHAT "TW.2C L,STATE, B.:FEDERAL ATTONS.OFTHIS PLAN, RESSLYPROVIDED HIRTHFK'S coEisraO EASWEN>6r CEOP!°«Y 1730._ (CATIONS OR AFFERMATEl%%E. ADDITIONS, OR OTHER MAWMGS TO 66AtdsNT8 F1//1t88 NOTID ! NOT PERMITTED AND INVALIDATE tRAL MLOPERnrs DERIVED FROM 6 ORTS (REPORT MOs. 50332 D4E0- , SOffO•D, 504 SD-F, D4S0-F,Br TERRAPLa i�ING. MAXIMUM ALLOWABLE CLEAR SPAN TABLE MAXIMUM ALLOWABLE CLEAR SPAN TABLE ROOFS OVER E-t�U'S�EES�t�t�i�U��i i��3�tI(3NS: MU _M`_ ADDITIONS: S 4• Panda fr Pwree ' ' W➢td Spx3 . '• lNa tw6 00 � 0.04- ( OAOP' ?Bite Stml O.far r) QA24' 0.MW 128P MW 04W D.OW 2608 Akmt SW' AItaA 3kh 'filch , AiM Sldn /Won SW Mun Skh E, BMn Nam Ski# . 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