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HomeMy WebLinkAbout120 Clear Lake CirCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ t Job Address: j 2 O Cle ,,, U kz Historic District: Yes ❑ NoX' Parcel ID: O�;) 0 3 C) 5- QT d 0 O© 0 3 9 0 Residential R Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Deemo ❑ Change of Use ❑ Move❑ Description of Work: r w% „C tio u"r ► AA. J SELF ) , ✓'� c,�-- ffFm --// �- t� � � n � �CCY.P,n � o v+->' ls�- � (.,�� t, � GL� WJ' Plan Review Contact Person: eNA `. o d__ C0 74 Title: Phone: g 6 7 ci 20 / cl 9 X 7 Fax: �( 7 3d-.a- 3 0 3 9 Email: ►1 �-p fl �� �i v (Cir�S Property Owner Information Name ��� h w// o r r l Phone: LL 0 7 q 6,- S o? S Street: 12 ' D (*kJ_ d t i Resident of property? : S City, State Zip: F( 3a 7 7,3 Name I r e"'� �-� Contractor Information +� (,S �- Phone: q 0_7 9 9(4 9 "1 6 D Street: 09 P( Fax: `+ 0 7 2a- 3 0 3 4 City, State Zip: (= ( 3a 7 7 3 State License No.: C,-oC c) 3 6 O-7 Arch itectlEngineer Information Name: GJ K1 U //--(( s 1 Q ►" Phone: Street: g l O k V r(k V- , C _C( Fax: _ City, St, Zip: © r G,� Lo 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`h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application :k J 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/Agent Date Signature ofontractor/Agent Date _D14,11 l d lar" lI �'�tu-co /— �r'a Pri ent's Name Print Contrac a re ate orida Date o ary-State of Flon a Date BREEXpiresMar DOW0N av a 9 y, �I +,y°„ `� Notary Pulorida (� yF� N'btary PI blic 5fa+ s Commis319 ' Comm 3i ioh # f{-181319 sN sec y4 e r P ; My Comm. , 2019 2 01b of°F+o` y Owner/A emtti w���VI Cddah� r Assn sonall Known to Me or ProducedaI' " nde gam,, o f ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: 3 —2(.-I UTILITIES: ENGINEERING: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: � -1-102, COMMENTS: Chic. 4a i e6ti I I O` X I S, C I So S. F) S-f-e(?n O.S SIB., C2,n iG , Revised: June 30, 2015 Permit Application SCPA Parcel View: 02-20-30-5GJ-0000-0320 http://parceldetail.scpafl.org/ParcelDetailinfo.aspx?PID=0220305GJ... .......... .......... ............ .................. _ .................................. - Property Record Card Parcel: i 02-20-30-5GJ-0000-0320 &L"WAX 03W17 MOMA Property Address: 1__....__..._ 120 CLEAR LAKE CIR SANFORD, FL 32773 ............ ... Parcel Information ... _........... ._....... _....- . ...... .....- _-..__ __...... _...... _.__........._.__..., Value Summary ._..___ __ __ ....... Parce -5GJ-0 0 _ .__ _ ..... __ �_.�------...----_ - _-_-_ 2018 Working 2017 Certified DORN, DANIEL P _ Values Values Owner OLIVERI, DORN KATHLEE Valuation Method Cost/Market Cost/Market Property Address 120 IR SANFORD, FL 32773 Number of Buildings 1 1 ...__. Mailing j 120 CLEAR LAKE CIR SANFORD, .. FL 32773 5637 , Depreciated Bldg Value $71,410 $67,432 Subdivision N <E VILLAS PH 3 Depreciated EXFT Value ._ Ta Land Value (Market) $20,000 $20,000 �1-SANFORD_ UsOWNHOME Land Value Ag .lDOR j __ Exem bons i 00 HOMESTEAD(2007) k "' ' ` ��' Just/Market et Value *' $91,410 $87,432 Portability Adj i r Save Our Homes Adj $41,060 $38 118 } , - Amendment 1 Adj $0 ' 1'€ P&G Adj $0 $0 r; Assessed Value $50,350 $49,314 rd Tax Amount without SOH: $876.99 2017 Tax Bill Amount $462.97 Tax Estimator i Save Our Homes Savings: $414.02 "b'\ �' r 13,64 Does NOT INCLUDE Non Ad Valorem Assessments 04 Seminole Count GIS .... Legal Description .......... LOT 32 HIDDEN LAKE VILLAS PH 3 PB 28 PGS 3 TO 6 Taxes _ ............ i' Taxing Authority ........... .................. ......... .......... j Assessment Value Exempt Values Taxable Value County General Fund ..... $50,350 $25,350 $25,000 Schools _....... $50,350 $25,000 ; $25,350 ........ Ci Sanford u City _. _ ...._ $50,350 . $25,350 $25,000 SJWM(Saint Johns Water Management) $50,350 $25,350 . $25,000 County Bonds $50,350 $25,350 ! $25,000 j -- Sales _ ......._. . Description Date -_.. .. ....__.,__........ _.. _-,-_.... _ Book Page Amount Qualified Vac/Imp __..... _.._...... _ ... ___._ _...__ WARRANTY DEED 5/1/2006 1921 06241 1921 $169,000 Yes Improved WARRANTY DEED 6/1/2002 04461 1946 $79,900 Yes Improved .... WARRANTY DEED 10/1/1997 .... ..... .... 03315 0269 $54 000 Yes Improved f ...... ............................ QUITCLAIM DEED 4/1/1985 _...... .... ...................... .... ...... ...... .. ....... 01638 1698 $4,500 No Improved WARRANTY DEED 12/1/1983 01508 0364 $48,500 Yes Improved Find ComparabW Sales is ...._....... _..._..._..._.................._.._.__' .............. Land Method Frontage Depth Units Units Price Land Value .................. .. ...... .......................... ................ LOT 0.00 .............. 0.00 '', 1 p $20,000 00 $20,000 Building Information ........ ....... _ Is Bed/Bath count incorrect? Click Here. # Description Year Built Fixtures Bed ..... Bath Base Area Total SF Living SF Ext Wall Adj Value j Repl Value Appendages 1 of 2 2/12/2018 3:35 PM THIS INSTRUMENT PREPARED BY: Name: KENT PRAGER Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number: 02-20-30-5GJ-0000-0320 i E::.�i" i': J,{�'4:1.i!. c:LEhf�' 2018021127 I7. C' `"'1--`-C-101-:DED L'r itclevore 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) 120 CLEAR LAKE CIR SANFORD FL 32773 LOT 32 HIDDEN LAKE VILLAS PH 3 PB 28 PGS 3 TO 6 2. GENERAL DESCRIPTION OF IMPROVEMENT: SCREEN ROOM% VINYL WINDOWS 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: DANIEL DORN 120 CLEAR LAKE CIR SANFORD FL 32773 Interest in property: FEE SIMPLE Fee Simple Title Holder (if other than owner listed above) Name: same 4. CONTRACTOR: Name: PRAGER BUILDERS, INC Phone Number: 407-324-9960 Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 5. SURETY (If applicable, a copy of the payment bond is attached): Name: 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. Name: KENT PRAGER _ Phone Number: 407-324-9960 8. Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 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. 7 (Signalu a of er or Netsee., or Owner's or Lessee's Authorized Officer/Director/Partner/Manager) DANIEL DORN (Print Name and Provide Signatory's Title/Office) State of 1414, County ox 't�-r 607 C t The foregoing instrument was ac nowledged before me this f day of <�'✓v �--1 ..- . by of person making statement who has produced identification ❑ type of identification produced: EFiYAN DU;IQN "But Notary Public - Stat2 r f Florida N ,pL *rJ _ Corri•nission Fr 1 F 13) 9 s;rFGo�/' M Comm. i xpires tviar 2', ^019 °in�,•r Y bonded thrrugh PJaticnal Motary Assn. Who is personally known to me)*'IOR J 02/27/2018 10:16 4073223099 P RECORD COPY PAGE 01/05 ALUMINUM SCREEN DESIGN NEEMASDAt'Urninum & COnstructlon Engineering *P n Types: �f Y Screen Room un Roo ill In Pool Screen/Cag on -Removable Screen — Designed to withstand actual Wind Speed) 0Car Port I;EVIEWEC PoR CODE COMPUANCE SF — []PaW Cover PLANS EXAMINER []Other: DATE *Address:J� *zip Code: *Phone/Fax: 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 *Email: * Mail❑ Pick U E-File Fed Ex (For �f Copies Choose one. P (For FedEx option go to www.alumizzumsc�reendesi .com and provide Fe&x account #) * Payment: Check [I Credit Card`[ *(For Credit Carta option go to www ai=inwaiscreendesip com to pay by credit card) Engineering prepared by: g>,iLo,Nc 5AA"FORD INNASL; ##18-1218. Engineer. Michael Thompson, MSc, P.E- (P.E. # 47509) 4401 Vineland Road- Suite A6 Orlando, FL 32811 Offir e:407-734-'1470 Cell: 407-721-2292 Project Manager Paul Thomas 386-479-9504 Fax: 888'923 83 S1 Email: al minumscree esi ahoo com Website: www.aluminumscreen eesi n.com CA#30930 02/27/2018 10:16 4073223039 P PAGE 02/05 WMASDALUMINUM SCREEN 'DESIGN Aluminum & Construction Engineering * ultimate Wind Speed.(mph}: 1410 _ Exposed Category: C Risk Category: 1 Screen Roo Sun Roor 11&i" In: Insulated Pan Roof ❑ Conventional Gutter ❑Fascia ❑Wall: Block ❑ Kick Plate��« io- ,� UprightsL�—X-!— TOP Plate X� Pool screen/Cage Dome [❑ Gable ❑ Mansard ❑ Cutter Fascia[] Wall : Block❑ Conventional ❑ Beams X Uprights �'u�in �X Kick Plate Gar Port: insulated ❑ Pan ❑ Gutter Fascia❑ Wall: Block[] Conventional ❑ Beams �,X�,- Post Patio Cover, Insulated ❑ Pan ❑ Gutter Fascia[] Wall: Block❑ Conventional ❑ Beams X� Post X� Concrete: Paver Existing ❑ New: 4"Sl b Pier ❑ Ribbon Footer 6" Thickened Edge Other: Note_ in the event that tt'Gre is a conflict vufth the design plans and general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizesdesign n r to ordering materials, fabrication and/or construction between the plans and the general notes an Engineer: Michael Thompson, MSC, P.E. (PE#47609) 4401 Vineland Road Suite A6, Orlando, FL 32811 (CA#E30930)-Ph 407-734-14701Fax 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 (6' Edition) Aluminum Design Manual 2015 ASCE 7-10 Desien Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -140 MPH (FBC Table 2002.4) (40 pso 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 AL 4 Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum v 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. 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 =140 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 = 7'-3" 2 x 3 Purlins = 7'-3" 2 x 3 Wind Brace = 8'-9" 2 x 4 Wind Brace = 9'-0" Concrete Conform to ACI 318, latest edition and ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi Exposed chamfer edges shall be 1/4" 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 Jfn 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. c 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. 140 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 7'-6" 3" Spans 12'-5" 3" Spans 13'-10" 6" Spans 18'-5" 2 X 4 8'-0" 2 X 4 8'-0" 2 X 5 9'-6" 2 X 5 8'-6" 2 X 6 10'-6" 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 P-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. 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 Ld a_ CL CD m m m N CD M ti LO m D N _ N _ N 0 Zle 3 ck3 144 7- %14 1 �r mac a All In the event st a nOfltiidi in Memltr Sizes O M the plans and tho general n(Itas, t7e uontrector must util`¢e the more Atfingent member size requirements. VIP/ aMra)e 02/27/2018 10:16 4073223039 P PAGE 05/05 >♦ Y Ask fMFF=7ME i»1QED` OYMS RVEtUL"MOkY stir fNRMCMW 8iiKTAFRwTiwvRmmY. 8� �FiAOt]i� I b'8lOyi1E ®FORVEbMEM3MlOFMW 7DAM9ilO"MWBEiELED �1AIC�A�144Fil�Rt�l9�fiSf1FN�:�OEEDbK�f`1�Et� Ti5 RYi. MF iiJli=WAM0MTfF-iWSE WASWXMMMf% Amumm'X'PERF.LfiAt,t701R�MQIiPA1tH i� �6E�d17930i-T . R yms Ale Ym 7M wz 0 apf, 1" LAIC Ard a RWQWM16ESB=l _ #LUkVMSFRMFj, Ift 31 6P i`�-12►�b IF i"ll CAL Fan CUUMMTQ Odt#aP.00MAWFATKM3*OEn ° m Loft � M O Dii lCNA7lOtU€ T ENSUMMCO. Nam! LAIM %&I- C PRARF Ill ,6l'U%jV*rAwbm'!'nT&j== •rv-- ..A PAGE 03/05 gala � p L.;"- WL -- _;-E . l��il- �- �r�y', Ell 545U Bryant Avenue • Sanford, FL 32773 Telephone: (407) 374-9960 • Fax: (407) 322-3039 State Certified: #CBC053007 www.stmroompro.com NAME ! �i� v't l * t J c7 ` ►" #� DATE o? _ 1 L - G J ADDRESS ?. Pam" -Ck,l 4 Ir +� �'r^�' i` 3 97 % / DIRECTIONS: _ �r aY i1r~rc� 'f-rs . t 1-1 a cUen ry�` // �+ SCREEN: 1 i? 1 CATI30501ZY: FLAT: GABLE: TYE IN: ROOF SIZE: 1 $ )C OZ C! TYPE: pe DOORS t A td r"[d1i-r 1 KiCKPLATE: r , G✓ r" °� �' GUTTERS: a n c e WINDOW TYPE__ _ 6 cJlw 1 FRAME COLOR: 11--??u .-k 2 01 r -- l PORCH OVERHANG-. . HOUSE O.H.: SOF17M. O E SIDE: AN SEAMS: I► } t.✓ f SLAB SIZE: � � , x 0 EXISTING SLAB: ELECTRICAL: rL.I 41 L+v► t c cC a GATE CODE'.-.--. . $- a Wi ooo �s'o�•m y MATERIAL AND WORKMANSEUP OUARANTZED FOR 2YEARS. NOTE: Contracboe expressly reaecves ell contractors, mechemics god ma 'at marit lien whicb maybe asserted under any peavisiogs of the Jaw to secure panient of the contract price and may assert and fix the Same as a bin upon arc real propcM on which installation is made. Ptarhasar agrees to *uPPIY elect;icst Parr at job site. / MMALS HAIRLINE CRACKING OF NEW COINCRE M SLABS IS A COMMON OCCURRENCE. SPI:_ NKLER SYSTEM MUST BE RULOCATED BY CUSTOMER._ DRAINAGE AT BASE OF ROOM IS RFSPONSTRT1STY OF HOWOWNER, FLOOR MAY REQUIRE LEVELING PORTILE INSTALLATION. OWNER IS RESPONSIBLE FOR ANY REINSPECTION FEES DUE TO INACCESSIBILITY OR MISSING PERMU, HOMEOWI•II_R IS RESPONSIBLE FOR HOA OR ARC APPROVAL. ALL WORK AREAS MUST EE FREE OF DEBRIS AND FURNITURE. 1_ 1/We have read the forgoing proposed contract and accept the same on the terms and coAditioTls punted on the reverse as stated above,--,, ..r- Terms: 6-0 d/o to. 4� - G.. r%c C.agh. Check. 3% CQuvenienee Fee for Credit Card transactions. Wo full years labor and material guarantee. ALUMINUM SCREEN DESIGN EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER TAILS WITH 910 2" 6" FROM 3" INSULATED ROOF WITH #10 1" 6" ENDS 24" O.C. & TO 3" INSULATED ROOF WITH (6) 910 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) #10 4" PER PANEL , 2X2 POST .046 OR GREATER multelf" 2X3 FRONT WALL TOP PLATE HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24" O.C. INSULATED KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. AL UMINUM S C RE END E S I GN. C O M AL UMINUM S C RE END E S I GN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 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" OR, CAPRI CLIPPED WITH (4) #10 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) #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 MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH " INSULATED ROOF IS ATTACHED TO ,LUMINUM STRUCTURE WITH 910 4" " FROM ENDS 24" O.C. SIDE WALL TOP PLATE 1X3 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X3 SIDE WALL UPRIGHTS 1X3 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 140 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED109.2 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 11. 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 I 6;�L 32811 E. # 47509 �. CA#30930 ALUMINUM SCREEN DESIGN ATTACHMENT DETAIL CUSTOM WINDOW ALUMINUM FRAME WINDOW 910 2" 6" FROM ENDS O 24" O.C. ON ALL SIDES TO ALUMINUM FRAME B #10 1" THRU FACE 6" FROM ENDS 0 24" O.C. ON ALL SIDES TO ALUMINUM FRAME UMIN U M S CREENDE S IGN. C OM UMINUVISCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 2X2 POST .046 OR GREATER 2 HINGE HINGE LOCATIONS DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH 410 1" 6" FROM ENDS 24" O.C.1 INSULATED FILLIN PANEL C-CHANNEL IS ATTACHED TO ALUMINUM STRUCTURE W/ OA #10 1" & TO CONCRETE W/ 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. B C-CHANNEL IS ATTACHED TO O INSULATED PANEL W/ #10 1" 6" FROM ENDS 18" O.C. DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH 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 140 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED109.2 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY II. 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 (;)-, FL 32811 P.E. # 47509 CA#30930 ae- c Product Approval Specification Form Permit # Project Location Address Ja 0 "r .�...�A As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinq.orq. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # (include decimal) 11JExtarLor Doors Swin in ` WS - R gliding Sectional Roll Up Automatic _Other 2. Windows Single Hun orizontal Slide, 1_ G Q CP lr, L.- t �' t ent QA4,le Hun ed Lti .,Ktu L 7R,5� in Pass Through Projected Mullions Wind Breaker Dual Action Other Rine 2014 N NO Category' / Subcategory Manufacturer Product Description Florida Approval # (including decimal) 3. Panel Walls Siding Soffits Storefronts. _ Curtain Walls Wall Louver Glass block Membrane Greenhouse _-S Compos Panels -1 - � = S '- _ i� - 107 4. Roofing Products Asphalt Shingles Underlayments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roo `'Panels L fir, C`��`� � FL- > Roo s Other June 2014 Category / Subcategory I Manufacturer Product Florida Approval # Description (include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Enveloae Products Applicant's Signature Applicant's Name (Please Print) June 2014 3 n�W 77M,UQ ... BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts - Publications FBC Staff BCIS Site Map Links % Search b,; ® Product Approval ;., iBM USER: Public use Product Approval Menu > Product cr Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 10778 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 FlL# ;Tvoe Manufacturer Validated By 'Status .FL10778-R41 RevisionFour Seasons Building Products CBUCK Engineering Approved Category: Structural Components E (561) 491-9927 Fllstory ; I i Subcategory: Structural Wall ..... _:_ ... .€.................. -...................................... .................. *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified 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: ..,. m.. ® M e^crtY lkkb BCIS Home Log In User Registration J, Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search (, On") Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 7852 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 FL# Type Manufacturer Validated By Status ... . .......... ................. ............................................. .......,. FL7852-R5 Affirmation Custom Window Systems Inc. Steven M. Urich, PE Approved History Category: Windows (717)317-8454 Subcategory: Fixed ............................. .......... .......... ......... i ................. *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified 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: .;, ® EEr. 5, u t �"J®R, r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search db, 3,40 ProductApproval 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 FL# { Tvoe Manufacturer ........... ......... ............ .;......_.... ......... ......... ........_........ .................. .................. ................_. ... ....................................... Validated By .. _........... ..-...... Status ........... ......._'', FL2291-R1W Revision Four Seasons Building Products Troy Bishop, P.E. Approved'', History i Category: Roofing (954) 947-0880 Subcategory: Products €.... Introduced as a Result of New Technology ............. .. . i .............. ..: ...... ............................. ........................ .......... .............. *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified 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. CooynQht 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: Credit Card &7, BCIS Home Log In User Registration ,l. Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search r ,„ " Product Approval dbp"r �; USER: Public User Product Approvar.M...enu > Product or ApplicatiorL.-Search > Application List _ Search Criteria Code Version 2017 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Results - Applications E...... _................. .... _— FL# Tvoe € Manufacturer Refine Search FL# 161 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Validated By ISta us FL161-R6 Revision Custom Window Systems Inc. i Steven M. Urich, PE j Approved Category: Exterior Doors (717) 317-8454 History Subcategory: Swinging Exterior Door Assemblies; *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified 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: Y WIN e:`,.retR „ � �1 p' vz� El 47 BCIS Home Log In User Registration -: Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search -. d.bp'r,-” 11� J1 Product Approval f ��. �° USER: Public User v✓7,:� Product A2proval Menu > Pro dud or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# ALL Application Type ALL Product Manufacturer Custom Window Systems Inc. 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 S600 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 FL# Tvoe Manufacturer Validated By I FL153-R6 Affirmation Custom Window Systems Inc. Steven M. Urich, PE Category: Windows (717)317-8454 History I Subcategory: Horizontal Slider ............ ......... *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 Status Approved 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: e tm," ® mm;hrri 12 Credit Card Safe REQUIRED INSPECTION ION SEQUENCE: Reif i 4 _ 17_ 1 R i aul"L' of -No PIRWMT MIln Mays Inspection Descril2fibn Footer / Setback Stemwall Foundation / Form Board_ Survey 42 Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing— Walls Sheathing— Roof Roof Dry In 2 J Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen. Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final. Building (Other) Mn. Max. I eseription Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final ��/!p� K�"�F L R"��. "� M.tSrYy:�3H'd r,��,�K7':G�f� .5 +'.""'t*x -¢ fi^{..�" � sra..-^ p;e- z^r'•,q aF�{i�i'Y. ,70 Min Maxection Desc 'Iljfio- n Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final LE MIln Max: ICns @tCI�Il®n llD@�tCII'Il]�DtIl®n Mechanical Rough Mechanical. Final, Min )<IlIlS ectll.®IIIl. D@5@II'llw itllon Max _ Gas Underground d GasRough Gas Final REVISED: June 2014