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Home My WebLink About2413 Vineyard Cir (2)C/1 CITY OF SANFORD `vE BUILDING & FIRE PREVENTION PERMIT APPLICATION D ✓ DEC 120 Application No:/ �P- J a d3 69Y: Documented Construction Value: S _<y0 q- 00 Job Address.Q'413 V t C%AN Gr 'rd jL- ScLy- t wy-L'F L Historic District: Yes ❑ No ❑ Parcel ID 3 ;1. 1 R - 3I - 5 21- [) n o tn� -- 6-3!5 t, Residential 0 Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: 5C V, o ,=, Q V,('l CS tkrA.-- Plan Review Contact Person: K(L' -k S an� Title�r�S ► eka^� Phone Property Owner Information e n Ct 05 %-kr e-51 CC.) � Name aN El Dr. v Phone: 26 0 — �37 —03 l Street• ► •Z�(' 1 Residen>� of property? C/C5 City, State.Zip:. _\T� .:., •� Contractor Information Namesyk rks %y- I \& :SCtr.Qo.r. fal c to su r e S Phone: `I o - Street:41 M UVC>. rr 1 C.-- LT Fax: 407 - �Z L-*� Z- DFs .5 1 City, State Zip: S`1S-0y-d FL 32 ---I'll State License No.:SCLI 31 11 cj 1 Architect/Engineer Information Name: r Street: 11" 6 City, St, Zip: O r L(Jk o•, 1 L- 3 1 1 Bonding Company: Address: Phone: y tD - S ?_9 - 3 0 0 Fax: '&-9S- JI 7-3- & L9 1 E-mail: 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 O 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: 51 Edition (2014) Florida Building Code 0?1�% Revised: June 30, 2015 Permit 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 aq5Lzpning. �Z C Signature of er/ Date ry I Print Owner/Agent' Name . OAVID LWUE -JR. MY COMMISSION S FF913768 EXPIRES Auyust 27.2019 Owner/Agent is Personally Known to Me or Produced ID _ Type of IDb L_ Date Print Contractor/Agent's Name /� Signature o otary-Sta Florida Date OAVIO tl wE JR. •`'s MY COMMISSION # FF913768 • EXPIRES August 27.2019 �./GTllsa-0.5� ibrwr+ 'stnks.com Contractor/Agent is -Personally Known to Me or Produced ID L Type of ID 10 L BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas❑ . Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: ! ( UTILITIES: COMMENTS: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: ENGINEERING: FIRE: BUILDING: !F 12' R-16 Revised: June 30, 2015 Permit Application ProReLU Record Card Parcel: 32-19-31-521-0000-0350 bN%V& Owner: EPPL RODGER E MARY Property Address: 2413 VINEYARD CIR SANFORD, FL 32771 Parcellnformadon Parcel 32-19.31-521-0000.0350 Owner EPPL RODGER 8 MARY Property Address 2413 VINEYARD CIR SANFORD, FL 32771 Mailing 2413 VINEYARD CIR SANFORD, FL 32771 Subdivision Name TUSCA PLACE SOUTH Tax District S7-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 00-HOMESTEAD(2012) Uhl•1 •1 •1 .1 •1 •1 •1 •1 Value Summary Tax Amount without SOH: $2,208.59 2016 Tax Bill Amount $2,082.35 Tax Estimator Save Our Homes Savings: $126.24 • Does NOT INCLUDE Non Ad Valorem Assessments 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $127,953 $122,753 Depreciated EXFT Value Land Value (Market) $28,000 $28,000 Land Value All Just/Market Value •• $155,953 $150,753 Portability Adj Save Our Homes Adj $10,486 $6,297 Amendment 1 Adj P&G Adj ISO $0 Assessed Value 1 $145,467 $144,456 Tax Amount without SOH: $2,208.59 2016 Tax Bill Amount $2,082.35 Tax Estimator Save Our Homes Savings: $126.24 • Does NOT INCLUDE Non Ad Valorem Assessments RECORD COPY MM ALUMINUM SCREEN DESIGN MMASDAluminuni K Conslruclion Engineering *Plan Types: Screen Room Pool Screen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPH) ✓ Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) [-]car Port REVIEWED FOR CODE COMPWWCE Patio Cover - PLANS EXAMINER Other: _ 2-14-XG DATE *Reference: New ✓0 Revision ❑ Date: 11/30/16 *Project Address: 2413 Vineyard Circle *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.com 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 Up0✓ Fed Ex*F-] 3 No of Copies *For FedEx option got to www.aluminumscreendesign.com and provide FedEx account #) '`Payment: CheckQ✓ Credit Card *7 *(For Credit Card option go to www.aluminumscreendesign.com to pay by credit card) Engineering prepared by: MEASD■ � SANFORD O�OARTM�� ' Engineer: Michael Thompson, MSc, P.E. (P.E. #47509) # 6 5200 Vineland Road - Suite 250, Orlando, FL 32811 Office: 407-529-3300 Cell: 407-721-2292 Project Manager: Paul Thomas 386-479-9504 Fax: 888-923-8181 Email: aluminumscreendesign@yahoo.com Website: www.aluminumscreendesign.com CA#30930 ■ ALUMINUM SCREEN DESIGN ✓ Aluminum 8, Construction Engineering , *Ultimate Wind Speed (mph): 130___ Exposed Category: C Risk Category: 1 Screen Room: Insulated ❑ Pan Roof ❑ Fascia ❑ Wall: Block❑ Conventional ❑ Uprights _____x_ Top Plate _____ x ___ _-Kick Plate Pool Screen/Cage: Dome ❑✓ Gable❑ Mansard❑ Gutter[✓) Wall: Block❑ Conventional ❑ Beams z x 7 ____ Uprights z ____x4____ Purlin z ____x? Car Port: Insulated ❑ Fascia❑ Beams _x Pan❑ Wall: Block ❑ Post Conventional ❑ x ----- Patio Cover: Insulated❑ Pan❑ Fascia❑ Wall: Block❑ Conventional❑ Beams xPost x_____ Concrete: Existing ✓New: 4" Slab❑ Pier❑Ribbon Footer ___x___ Pavers❑ Other: We will also use 2 x 4 Roof Beams with 2 x 4 Uprights & 2 x 2 Purlins 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. ENEMAS SCREEN DESIGN ■■A S D & Constiucllon Englneeting General Notes & Desi2n Standards (Non -Removable Pool Screen) 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. Desien Codes: Florida Building Code 2014 (5" Edition) Aluminum Design Manual 2010 ASCE 7-10 Desip-n Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (17BC Table 2002.4) Risk Calegory:-See attach site specific plan sheet (1, -BC Table 160=1.5) Exposure Category: -See attach site specific plan sheet (1--/3C 1609.4.3) Additional Lund 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 I 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. 4475091CA430930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com ■■ ALUMINUM SCREEN DESIGN Structural Aluminum: ■■A S DAluminum & Constsucllon Englnooting Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum design. All aluminum shall he 6005-,r5 (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. 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'-O" 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'/," 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 A 185 Welded Wire Fabric shall be ASTM A 185 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 ENEMAS ■ALUMINUM SCREEN DESIGN ■■A S DAIumlnum,& Consiiucllon Engineeiing Cables: Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear walls of pool screen enclosure. Contractor shall secure cable to top of column located at each comer and where there is a difference in column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 f l with bottom each enol of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 %2" x %." tapcons or equal. 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 Upright 130 MPH SIZE PRIMARY ROOF MEMBERS -POOL CAGE ENCLOSURES SIZE Roof Span *Maximum Beam Spacing = 6'-0" Roof Span *Maximum Beam Spacing = 6'-8" Roof Span *Maximum Beam Spacing = 7'-2" 2 X 4 17'-9" 16'-9" 15'-6" 2 X 5 23'-3" 22'-0" 19'-0" 2 X 6 26-0" 25'-0" 22'-9" 2 X 7 28'4" 27'-0" 26'-6" 2 X 8 34'-0" 33'-0" 32'-6" 2 X 9 36'-0" 35'4" 34'-6" 2 X 10 40'-0" 39'-0" 38'-6" Upright -Pool cage Enclosures Upright 130 MPH SIZE Height 2 X 4 11'-6" 2 X 5 13'-6" 2 X 6 15'-0" 2 X 7 16'-9" 2 X 8 17'-9" 2 X 9 18'-9" 2 X 10 22'-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 x4 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". Header Beam: Contractor is required to install a minimum 2 x 7 header beam supported with 3 x 3 column space at 10 feet (max) when screen enclosed is required to be attached super gutter at the interface of the insulated roof panel. Contractor is required to install insulated roof covering pursuant to the Florida product approval specification (35 pso. Intermediate Girts: Contractor is required to install intermediate chair rails/girts spaced at mid -span between the chair rails and top rail or 6'-0" max on center when column height exceeds I I feet. Contractor is also required to install one additional intermediate chair rail/girt to be located 3 feet below the top rail when column height exceeds 14 feet. 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 'S 4..) t 3l6 `I`II � `j vl � y 116 _ tis � � � �• ° c w r +Tr N lb 33';a L4—"vt — -t�- o Is 8D i ', r8IZ ff- kLj 10 I�. ca x xK n r8o S I 8o i6 ko 8a y, 316 rz K' y 6 /s K-r 'f /Y -/3G 1 r� !6 16 33 y-3 � Qoftc�N6�eS r y - 4 s w e � A c S In the event of a conflict in member sizes shown on 9 the plans end the general notes, the contracts must l 6 �{ " - ff,(•, F A) n a-1 W p l ,flize the more sfin®em member size mgLlirements. — 0, � .� G.c c� (/x z� 3 0o A, j- ( 1)i d65 Y6 rro (3'.) Qa 6 SrJcYJ 01p bq i r d r' 39 % jX3 8 0 —^ 0 r 0 00 0 \00 � p y°'g .333 ! 71 :f 1 �tY`I 1 11 13 �. 7 9 n ��O �► \-0- v 0 / r -1, �6 � l � a, sp ib � �o tt M "► 9p t7D Z1- cy- )C !2\-0 ► Z q I 821 r 8 3 .�.� �1 82, .vcz ANY AY I In the event or a conflict in member saes shown on the plans and the general notes, the contractor must utilize the more stringent member size requirements, ?I � M\00 � m ^- o � o 0 � p v " T n "�'r �'► � '� x h Q "� 6 8 S� � 71 ��/33 8 'la 8 Air �o s/8 /xJA- %�a ALUMINUM SCREEN DESIGN 2X3 WIND BRACE IS BLIND SCREWED BEAM IS ATTACHED TO UPRIGHTS TO ALUMINUM STRUCTURE WITH WITH (8) # 10 1" ON EACH SIDE OF BEAM (3) 210 2". OR TOE NAILED W/ (3) # 10 2" 1 1 V� z= ua 2X4 x UPRIGHT i� 4_ �X ea aF I K 2X2 PURLINS WILL BE BLIND SCREWED THROUGH ROOF BEAM INTO EMBOSS WITH (3) # 10.3" KNEE BRACE ON A 45 DEGREE SCREWED INTO H CHANNEL WITH 6 # 10 1" SMS ON EACH SIDE 3 INTO THE BEAM 3 INTO 2 X 2 KNEE BRACE FOR 25'-0" MAX BEAM SPAN 2 X 3 KNEE BRACE FOR 30'-0" MAX BEAM SPAN 2 X 4 KNEE BRACE FOR 40'-0" MAX BEAM SPAN 2X2 CHAIR RAILS & GIRTS ARE ATTACHED WITH INTERNAL CLIPS WITH (4) # 10 1", CAPRI CLIPPED WITH (8) # 10 V, OR BLIND SCREWED WITH (3) # 10 2" 2X4 OR GREATER BEAMS UP TO I Y ARE STITCHED TOGETHER WITH # 10 1" 6" FROM ENDS 24" O.C. I X2 BOTTOM PLATE 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. 2 X 2 X 1/8" ANGLE SCREWED INTO EACH SIDE OF BEAM WITH (2) # 10 1" & INTO CONCRETE WITH (1) 2-1/4" X 1/4" TAPCON 2X4 BEAM 2X2 POST 2 HINGE FRONT WALL, BACK WALL & SIDE WALLS TOP PLATES ATTACH TO ROOF MEMBERS WITH # 10 1" 6" FROM ENDS 24" O.C. V X .050" GUTTER STRAP 24" O.C. MAX 4" FROM EACH UPRIGHT SCREWED THROUGH GUTTER INTO FASCIA WITH # 10 2" ATTACHED TO FRONT OF EXTRUDED GUTTER IS ATTACHED TO FASCIA WITH # 10 4" 6" FROM ENDS 24" O.C. INTO RAFTER TAILS KNEE WALL ATTACHES TO STRUCTURAL GUTTER WITH 4" 2 X 2 X 1/8" ANGLE & (4) # 10 1" INTO GUTTER & BEAM PER SIDE OR GREATER to 36" HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR 1S SCREWED INTO UPRIGHTS WITH 910 1" 6" FROiVI ENDS 24" O.C; - . f DESIGN STATEMENT MICHAEL �'HZ�MF` Oi�t M-UMMUMSCREENDESIUN.CON1 4 METAL IS 046 THICKNESS OR GREATER. ALLOY IS 6005-T5 4401 VINELAND ROAD ALUMINUMSCREENDESIGN ALL TAPCONS SHALT_ PROVIDE MINli\,IUM OF 1 1/8" EMBEDNIENT DEPTH ! SUITE A6 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO NIEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLAN?�O, FL 32811 Or THE FLORIDA BUILDING 'ODE FOR OPEN AND SEMI -OPEN STRUCTURES .AND SHALL WITH STAND ULTIMATE WIND PHONE: 407-747-1470 SPE=EDS OF 130 MPI.[ (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A I5FT POOF HEIGHT, FACTOR OF 10. AND EXPOSURE C. RISK CATEGORY I� , p ' . # 47509 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO ;,IATERIAL PURCHASE. FABRICATION AND CONSTRUCTION CONTRACTOR SHALT_ NOTIFY THE ENGINEER ININIEDIATELY SHOULD SITE CONDITIONS DIFFER FRONT CONSTRUCTION PLANS A#30930. ,4LUMINUM SCREEN DESIGN SIDE. WALL DETAIL IX2 X N CABLE DETAIL 000 0 0 O 1/8" THICK ANGLE BRACKET ATTACHED TO UPRITE AND GIRT WITH (6) 910 1" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE IDE VIEW OMPRESSION SLEEVE "A.S.T.M. A-36 STEEL CLIP JITH (2) 2-1/4"X1/4 TAPCONS !RV ANCHORED WO CONCRETE 314' FROM TOP AND BOTTOM CONCRETE µ9TH (2)2-I/4' X 1/4' TAPCONS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORNI THE HOMEOWNER THAT THE CABLES AND CABLE ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELIMINATE ANY DEFICIENC19S ASSOCIATED WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION (NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABILITY ALUMM MSCREENDESIGN.COM DESIGN STATEMENT NUCHAEL THONIPSON ALUMINUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VMLAND ROAD ALL TAPCONS SHALL PROVIDE MINIMUNI OF 1 1/8" EMBEDMENT DEPTH SUITE A6 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 OTH EDITION) PHONE: 407-747-1470 OF TI4E FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO, FL 32811 SPEEDS 01' 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 1014 MPFI UP 1.0 A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C. RISK CATEGORY I. • P # 4', 509 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE. FABRICATION AND CONSTRUCTION - CONTRACTOR SHALL NOTIFY THE ENGINEER ININIEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS � A#30930, X2 TOP PLATE IS ATTACHED TO 2X2 WALL BEAM WITH t# 10 2" 6" FROM II ENDS 24" O.C. F Z -O � N — N N O d vi C _N 3 - > 2X4 UPRIGHT mX) o z-� Lu . M CA L O n V O ¢� �zd L11c4 O x 3=N 3 Luleq Ag y3 2X2 I X2 BOTTOM PLATE IS ATTACHED IX2 BOTTOM PLATE IS ATTACHED TO TO CONCRETE WITH 2-1/4" X 1/4" UPRIGHTS WITH CAPRI CLIP WITH (4) (5" X 1/4" IF THRU PAVERS TO FOOTER) 9 10 1" OR BLIND SCREWED WITH (2) TAPCONS 6" FROM ENDS 24" O.C. X10 2" PER SIDE X N CABLE DETAIL 000 0 0 O 1/8" THICK ANGLE BRACKET ATTACHED TO UPRITE AND GIRT WITH (6) 910 1" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE IDE VIEW OMPRESSION SLEEVE "A.S.T.M. A-36 STEEL CLIP JITH (2) 2-1/4"X1/4 TAPCONS !RV ANCHORED WO CONCRETE 314' FROM TOP AND BOTTOM CONCRETE µ9TH (2)2-I/4' X 1/4' TAPCONS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORNI THE HOMEOWNER THAT THE CABLES AND CABLE ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELIMINATE ANY DEFICIENC19S ASSOCIATED WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION (NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABILITY ALUMM MSCREENDESIGN.COM DESIGN STATEMENT NUCHAEL THONIPSON ALUMINUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VMLAND ROAD ALL TAPCONS SHALL PROVIDE MINIMUNI OF 1 1/8" EMBEDMENT DEPTH SUITE A6 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 OTH EDITION) PHONE: 407-747-1470 OF TI4E FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO, FL 32811 SPEEDS 01' 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 1014 MPFI UP 1.0 A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C. RISK CATEGORY I. • P # 4', 509 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE. FABRICATION AND CONSTRUCTION - CONTRACTOR SHALL NOTIFY THE ENGINEER ININIEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS � A#30930, ALUMINUM SCREEN DESIGN FRONT WALL, BACK WALL & SIDE WALLS TOP 2X2 PURLINS WILL BE BLIND SCREWED PLATES ATTACH TO ROOF MEMBERS WITH # 10 1" 2X3 WIND BRACE IS BLIND SCREWED THROUGH ROOF BEAM INTO EMBOSS 6" FROM ENDS 24" 0 C. TO ALUMINUM STRUCTURE WITH WITH (3) # 10 3" (3) 910 2", OR TOE NAILED W/ (3) # 10 2- C 2X4 KNEE BRACE ON A 45 DEGREE SCREWED INTO H CHANNEL UPRIGHT WITH 6 # 10 1" SMS ON EACH SIDE 3 INTO THE BEAM 3 INTO 2 X 2 KNEE BRACE FOR 25'-0" MAX BEAM SPAN 2 X 3 KNEE BRACE FOR 30'-0" MAX BEAM SPAN .. 2 X 4 KNEE BRACE FOR 40'-0" MAX BEAM SPAN 2X2 CHAIR RAILS & GIRTS ARE ATTACHED WITH INTERNAL CLIPS WITH (4) # 10 l", CAPRI CLIPPED WITH (8) # 10 l", OR BLIND 2X4 OR GREATER BEAMS UP TO l5' ARE STITCHED TOGETHER WITH # 10 1" 6" FRONT ENDS 24" 0 C. I X2 BOTTOM PLATE 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. 2 X 2 X 1/8" ANGLE SCREWED INTO EACH SIDE OF BEAM WITH (2) # 10 1" & INTO CONCRETE WITH (1) 2-1/4" X 1/4" TAPCON 2 HNGE 2X2 POST .046 OR GREATER 2X2 IS ATTACHED TO BLOCK STRUCTURE WITH 4" X 1/4" TAPCONS (# 10 4" IF TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. 2X2 ANGLE IS ATTACHED TO BEAlVI WITH (2) # 10 1" & INTO BLOCK WITH 2-1/4" X 1/4" TAPCON (# 10 2" IF TO WOOD STRUCTURE) HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 l" 6" FROM ENDS 24" O.G. ' DESIGN STATEMENT MICHAEL TIHQ.4PSON ALUMINUMSCREENDESIGN.COM METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINl�LAND ROAD ALUMINUMSCREENDESIGN ALL TAPCONS SHALT_ PROVIDE MINIMUi*%•I OF 1 1/8" EMBEDMENT DEPTH • SUITE A6 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN OF THE FLORIDA BUILDING CODE OR OPEN AND SEMI -OPEN 1 ANCE OSTRUCTURES IVIEET THE AND SHALL LT WIDTH STAND ULTIMATEF THE 2014 (3TH EDITION) IWIND ORLA_ T\00. FL 32811 PHONE: 407-747-1470 SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOiNIINAL SPEED 101 4 lvlPl•I UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0. AND EXPOSURE C. RISK CATEGORY I. # 47509 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO ?•IATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER INEMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA430930, -5 BOUNDARY & AS --BUILT SURVEY DESCRIPTION: (AS FURNISHED) LOT 35, TUSCA PLACE - SOUTH AS RECORDED IN PLAT BOOK 72, PAGES 71-72, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. PT NBB'S0'10'E CENTERLINE OF T RIGHT OF WAY 1"30 0 15 30 L1 60.00' REFERENCE BEARD/O N89'50'10"E ADDRESS: #2417 VINEYARD CIRCLE SANFORD. FLORIDA 32771 WALK IS T,r ON UNE 'j -- ryb 12.0' LOT 34 FOR THE BENEFIT AND EXCLUSIVE USE OF: RODGER EPPI AND MARY EPPI DHI TITLE OF FLORIDA, INC. FIRST AMERICAN TITLE INSURANCE DHI MORTGAGE COMPANY LTD. NOTES: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED, INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 02-02-11, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED. 5. BUILDING TIES SHOWN HEREON ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. VINEYARD CIRCLE 5d PUBLIC RIONT OF WAY 108.82' WALK IS OH UNE 1 .- :�a•cIV PUBLIC tiri �;:,.•• �^ UTILITY EASEMENT 42 �fpNCRE ,, 3 C/W b COVERED 14.d ENTRY TWO STORY b CONCRETE BLOCK at REDDSIDDENCE FRAME b FINISH FLOOR ELEVATION-F8.2V I& x. w to -0 ul O � 7,050 S0. FT t O `- 0 S89'50'10"W 60.00' TRACT "A" DRAINAGE, RETENTION, & OPEN SPACE P1 B3.B7' _ LEGEND DRAINAGE FLOW CENTERUNE -- - RIGHT OF WAY UNE EXISTING ELEVATION A/C AIR CONDITIONER 177• CONCRETE C CHORD LENGTH Cb. CHORD BEARING - row lgwu w 0. w .... LOT 36 QFOUND NAIL AND DISC 07143 0 LB � 9/2' IRON ROD AND CAP G CENTRAL ANGLE XPi PER PLAT PC POINT OF CURVATURE PPOO -POINT OF COMPOUND CURVE _ Sunshine Screen Enclosures, Inc. 4100 Maverick Court Sanford, R. 32771 407-688-0786 407-302-0851 FAX www.sunshinescreenenclosures.com Proposal Submitted To: Phone: 407-571-9965 Date: 11/23/16 Name: Family Pools & Spa Inc. Customer: Rodger Eppl Street: 749 W. State Rd. 436 Install Address: 2413 Vineyard Circle - Sanford City: Altamonte Springs Terms: 50% Down - 50% due on Completion State: Florida Zip Code: 32714 Alt. Phone: Roof Type: Dome Screen: 18 x 14 Phifer Mesh Aluminum Color: Bronze Wall: 30' 1" Long x 9' Height Wall: 34' 1" Long - 9' Height x 12'6" Height x 9' Height Wall: 30' 1" Long x 9' Height Wall: Columns: To Code Beams: To Code Air Cords: YES Chair Rail: YES Doors: 2 Doors with Enclosure Engineer Drawing: YES Gutters: 7" Super Permit: YES Price Installed: $ 5404.00 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 to 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 cl s affecting the whole or any part of our obligation hereunder Since these goods are custom made — this o er is not su' cancellations. 6) I/We have read ie foreg n c ntr •t and �tc-,PU, Inc on the terns and conditions stat a vc. Customer Signature-)"1414VUU2-5Contractor Signature. JiJ- 231! 6 REQUIRED INSPECTION SEQUENCE RP# 14 - 3M 3 Address: BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall 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 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 I Max I Insaection Descriation Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 71VIin max Inspection Description PlumbingUnderground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final 1VIin Max Inspection Description Gas Underground Gas Rough Gas Final I nis uocurrient rrepai eu by THIS INSTRUMENT PREPARED BY: GEORGE PELOSO Name: Address: 4 100 Maverick Ct Sanford, FL 32771 NOTICE OF COMMENCEMENT State of Florida County of Seminole MARYANNE MORSE? SENIWOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8829 PD 1378 QP3s) CLERK'S v 2016131781 RECORDED 12/20/2016 10:49:14 AM `ECORDING FEES $10,00 RECORDED BY hdevore Permit Number: Parcel ID Number: 3oi - ci - 3 - !S Z - n(�(� 3S 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. OF of the aroDeriv and street address if oa-i GENERAL DESCRIPTION OF IMPROVEMENT: 41::�cr o r. O Y1 C�S(x,rJZ- Fee Simple Title Holder (if other than owner) Name: Address: r Address: .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)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates Of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date 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. ... Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are•tru!. 4. Y to the best o nowled and belief. (/ F : �_ O' p �i e r lure Owner's P' ted Nfrne r Florida Statute 713.13(1)(g): • The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead.' �N^� State of EL- Countyof The foregoing Instrument was acknowledged before me this as day of No Q e,,- . 'r by . Who Is personally known to me ❑ Name of person making statement OR who has produced Identification 9 type of identification produced: DAVID LUQUE JR. " ='t •'c MY COMMISSION p FF913768 ••. ,P,�� EXPIRES August 27, 2019 N0/139s4:5� flpiOr.Nou7Serviu.00rr Notary Signature ca r O CV 0 CQ U 1L'