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HomeMy WebLinkAbout127 Pine Isle Dr 17-339; screen enclosureAf q% CITY OF SANFORD ECEIVE BUILDING & FIRE PREVENTION1BFEBILS2017 PERMIT APPLICATION BY Application No: /7-139 Documented Construction Value: S &, &C)C) Job Address: IZ-i Pine Isle Of. SQnfad. p- FL 2->711S Historic District: Yes NoM Parcel ID: Ili' 1 b - 30 - 5 h — OW () - 0890 Residential 0 Commercial Type of Work: New Addition N Alteration Repair Demo Change of Use Move Description of Work: MC4kAA 5C<e M vt_<1 C\05(AC e Plan Review Contact Person: r I'\1 C\ Title: 'REKVIIA SoeC a 5 1' Phone: lk01-`X3y-1)40 Fax: Q61-831.1-31°I') Email:px; <1 g tlQ,vhSPcylsattil cC S Property Owner Information Name &<& C\tS Ls e lNe Phone: %A - q a1 - (A3)a Street: Q-1 PU)(1 SSA_ !c Resident of property? City, State Zip: 5jnL , L 3011 13 Contractor Information Nameb[` %0\5r,<) 8 C S iJrFrr lct CC Phone: 401 A2)4.1)00 Street: Fax: City, State Zip: CC_65e,c k*C14 . FL 3176-1 State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Arch itect/Eng I neer Information Phone: Fax: 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 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 '\ 0 Revised: June 30, 2015 Penrot Application or .q16 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 1 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 certi at all the foregoing information is accurate and that all work will be done in compliance lic a laws regulating construction and zoning. Signature of Owner/Agent Date Signature of ntractor/ ent e Print Owner/Agent's Name Print Contract /Agent' ame IV74M'*a1%6- Signature of Wtary-S f Florida Date — Owner/ Agent is /Personally Known to Me or Produced ID Type of ID of Contractor/ Agent is — Produced 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: 2•7a-12 UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Sr 2 • Z3.11 Ok to replace screen enclosure over existing pool and deck as shown on plan. Revised: June 30, 2015 Permit Application LOA - Property Record Card Parcel: 10-20-30511-0000-0880 Owner: CLEMENTE FRANK & KAREN srtwaaoounr Flom Property Address: 127 PINE ISLE DR SANFORD. FL 32773 Parcel Information Value Summary Parcel 10-20-30-511-0000-0880 Owner CLEMENTE FRANK & KAREN Property Address 127 PINE ISLE DR SANFORD. FL 32773 Mailing 127 PINE ISLE DR SANFORD. FL 32773 Subdivision Name STERLING WOODS Tax District SISANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2017) 0 Legal Description LOT 88 STERLING WOODS PS 54 PGS 93 THRU 95 Taxes 2017 Working Values 2016 Certified Values Vgluation Method CostlMarket CostlMarket Number of Buildings 1 1 Depreciated Bldg Value 134.475 128,980 Depreciated EXFTValue, 10.101 10.601 Land Value (Market) 25.000 25.000 Land Value Ag just/Markel Value •• 169,576 164,481 PonabilityAdj Sane Our Homes Adj 0 0 Amendment 1 Adj 0 P&G Adj Iso 0 Assessed Value 1$169,576 1$164.481 Tax Amount without SOH: $3,297.00 2016 Tax Bill Amount $3,297.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS Tatting Authority Assessment Value Exempt Values Taxable Value County Bonds 169.576 50.000 119.576 County General Fund 169.576 50.000 119.576 SJWM(SaintJohns Water Management) 169.576 50.000 119.576 City Sanford 169.576 50.000 119,576 Schools 169,576 25.000 144,576 Sales Description Date Book Page Amount Oualified VaGlmp WARRANTYDEED 10/1/2009 0727 1 5 150.000 No Improved OUITCLAIMDEED 6/1R006 06293 100 No Improved FINAL JUDGEMENT 1/1/2002 04267 0 100 No Improved OUITCLAIMDEED 11/1R000 03962 1114 100 No Improved SPECIAL WARRANTY DEED 2/1/2000 03804 120.900 Yes Improved WARRANTYDEED 7/1/1999 03687 4Z 315,000 No Vacant Find Comparable Sales Land Method Frontage Depth Units Units Price I Land Value LOT 1 $25.000.00 1 $25.000 THIS INSTRUMENT PREPARED BY( S C `3Name: G0 Address: St` (C.%% , 1 -tot NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8E57 P9 188 (1P9s) CLERK'S A 2017012916 RECORDED 02/06/2017 11:13:10 AM RECORDING FEES $10.00 RECORDED BY hdevare Parcel ID Number: 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 PROPER (L al description f the propert and street address if available) ins f.s f i 1, TAY1.rA . EL az' s GENERAL DESCRIPTION OF IMPROVEMENT: OWNER INFORMATION: . e Address: Fee Simple T109 Holder (if other than owner) Name: Address: CONTR OR: Name: L Ke nor P G < 5te,') Address: i 1 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 Section 713.13(1)(b), Florida Statutes. Of To receive a copy of the Lienoes Notice as Provided In 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 TOFIPee ING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK QR RECO IKGR NOTICE OF COMMENCEMENT. Under penalties of pe ju , decl a hat I ead the foregoing and that the facts stated in it are true to the best ed a lief. AZ4' 6116 61letmeti-1 e .'Np7 S Signature Owner's Printed Name rip l , r, S CV ,-4 FI& Ws Statute 713.13(1 )(gr ' The owner must Sign the notice *(commencement and no one else may be permuted to sign In his or tE \ State of V \Acui` Q County of The foregoing instrument was acknowledged before me this day of F&4jZj-IAQL4 '3' 220It G by :!j C\(aT-,1 n&e Who is personally known to me 93/ Name of person malting Statement OR who has produced identification type of identification produced: ail: ri aM`' V f i"k),v .. i 201i BRITTANY BOYKIN Commission M GG 49785 e, My Commission Expires No nature t- „°: p`° November 22, 2020 RECORD COPY MOM 111 ALUMINUM SCREEN DESIGN imoAJUAluminurn 6 Construction Engineering REVIEWED FOR CODE COMPLIANCE Plan Types: — PLANS EXAMINER ti•23.17 - Screen Room DATE 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) ar Port atio Cover they: LOT 117 5'e- Project Address: City:. Contractor Name: ERIC WENDORF Address: 850 E SEMORAN BLVD City: CASSELBERRY Zip Code: 32707 P hone/Fax: 407-834-7100/407-834-3197 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 REOUIRING A CORRECTION OF ERRORS IN PLANS. CONSTRUCTION OR VIOLATIONS OF THIS CODE Email: ERICA WENDORF@YAHOO.COM $QY F 1 EL D • 06S pop tS@ C 1'Y1h 11. • CI1(v Choose One: Mail[:] . Pick Up0• Fed Ex*[-] No of Copies For FedEx option got to www.aluminumscreendesicin.com and provide FedEx account #) ,Nc Payment: Check© Credit Card *M For Credit Card option go to www.aluminumscreendesian.com to pay by credit card) SANF01110 Engineering prepared by: c11i i1` Engineer. Michael Thompson, MSc, P.E. (P.E. "7S09) 5200 Vineland Road — Suite 250, Orlando, FL 32811 Office:407-529-3300 Cell:407-721-2292 Project Manager. Paul Thomas 386-479-9SO4 Fax: 888-923-8181 Email: aluminumscreendesign@yahoo.com Webslte: www.aluminumscreendesien.com CA#30930 1.. I ALUMINUM SCREEN DESIGN330ASDAluminum & Construction Engineering Ultimate Wind Speed (mph): M0 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 _ x Uprights x Purlin x Car Port: Insulated Pan Fascia Wall: Block Conventional Beams x Post x Patio Cover: Insulated[] Pa Fascia aII: lock Conventional Beams 19 X Post x one Existing New: 4" Slab[] Pler Ribbon Footer x Pavers Other: Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or constructionbetweentheplansandthegeneralnotesanddesignstandard ALUMINUM SCREEN DESIGNADSAluminum & Consloucllon Enpinoeiing General Notes & Desien 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 Desien Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC Table 2002.4) Risk Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any 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. Desien Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Reauirements: 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 representativelengineer. 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 DA,,M,... ALUMINUM SCREEN DESIGNASaConslouCllonEnglneoting Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum design. All aluminum shall be 6005-TS (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046" Splicing prohibited without prior approval as to location and type. Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced. Aluminum Protection: Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white methacrylate lacquer. Screws: Aluminum self -tapping screws shall conform to ASME B 18.6.4 specification. Self —tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches. For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap and end lap fasteners shall be no more than 2" from the end of overlapping sheets. Bolts• Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 Chair Rails. Purlins & Wind Brace: Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction. Wind Speed = 130 MPH 2 x 2 Chair Rail = 6'-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 = 8'4' 2 x 3 Purlins = 8%0" 2 x 3 Wind Brace = 8%0" 2 x 4 Wind Brace = 9'-0" Concret Conform to ACI 318, latest edition and ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi Exposed chamfer edges shall be %" Reinforcine Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A 185 Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Hole Alienment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. 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 ALUMINUM SCREEN DESIGNAGonsliucllonEngineering 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 227.5 112 with bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 %:" x '4 tapcons or equal. Beams & Unriehis: 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 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" 1S'-6" 2 X S 23'-3" 22'-0" 19'-0" 2 X 6 26'-0" 2S'-0" 22'-9" 2 X 7 28'-0" 27'-0" 26'-6" 2 X 8 34'-0" 33'-0" 32'-6" 2 X 9 36'-0" 3S'-0" 34'-6" 2 X 10 40'-0" 39'-0" 38'-6" Upright -Pool Ca a Enclosures U rlght 130 MPH SIZE Height 2 X 4 11'4" 2 X S 13'-6" 2 X 6 1S'-o" 2 X 7 16'-9" 2 X 8 17'-9" 2 X 9 18'-9" 2 x 10 22'-0" Knee Bracine• 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 psf). Intermediate Girts: Contractor is required to install intermediate chair rails/girls 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. Edee 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 10 22' 38X10 3' PAN ROOF 2x6 CARRY BEAN W 7' SG n N A N N Y1 N 2x2 2x2 7 7 7 7 7 s e e v e xN xN xN xN xN I 36' I BOBS POOLS AND SCREENS 1922 LOT 88 STERLING WOODS 127 PINE ISLE DR SANFORD FL 32773 In the errant of a wdiet in member sires d m on the P18" and Me general notes, the contractor mo utilize dre more stringent member sire mgWmmsntL ALUMINUM SCREEN DESIGN BEAM IS ATTACHED TO UPRIGHTS WITH (S) # 10 V ON EACH SIDE OF BEAM 2X3 WIND BRACE IS ATTACHED TO ALUMINUM STRUCTURE WITH 2" X 1/8" FLAT BAR & 3 N 10 1" PER END KNEE BRACE ON A 45 DEGREE SCREWED INTO H CHANNEL WITH 6 # 10 1' SMS ON EACH SIDE 3 INTO THE BEAM 31NTO THE PURLIN 2X2 45" MAX 2X3 52" MAX 2X4 60" MAX 2X2 CHAIR RAILS & GIRTS ARE ATTACHED WITH INTERNAL CLIPS WITH (4) 010 V, CAPRI CLIPPED WITH (8) #10 I", OR BLIND SCREWED WITH (3) # 10 2" 2X4 OR GREATER BEAMS UP TO I Y ARE STITCHED TOGETHER WITH #10 V 6" FROM ENDS 24" O.C. IX2 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2.1/4" X 1/4" TAPCONS OR S" X 1/4' TAPCON THRU PAVERS INTO CONCRETE 6" FROM ENDS 24" 0 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 2X2 PURLINS WILL BE BLIND SCREWED THROUGH ROOF BEAM INTO EMBOSS WITH (3) # 10 i " 2X5 BEAM 2 HINGE E 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 AT EACH UPRIGHT AND BETWEEN EACH UPRIGHT SCREWED THROUGH GUTTER INTO FASCIA WITH # 10 2" ATTACHED TO FRONTOF GUTTER WITH #10 1' 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 R HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL I EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C. LL;m IINUMSCREENDESIGN.COM DESIGN STATEWNT NIICHAEL THOWEPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 V INELAND ROAD LUNIINUMSCREENDESIGN ALL TAPCONS SHALT, PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE A6. DYAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND OFJ AI\rf)O, FL 32811 HONE: 407-747-1470 SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY I. n E. # 9 Ax: 407-734-1 %9O 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 A y? 0, e j Nx IX2 IX2 SIDE WALL DETAIL 2 TOP PLATE IS ATTACHED TO 2X2 ALL BEAM WITH # 10 2" 6" FROM JDS 24" O.C. 2X4 UPRIGHT A-X O A N 3 2 05 x Q A D N A o v 0 V1 C) 0 Caty O T A IX2 BOTTOM PLATE IS ATTACHED TO UPRIGHTS WITH CAPRI CLIP WITH (4) 10 1" OR BLIND SCREWED WITH (2) CABLE DETAIL O000 O O O i 1/8" THICK ANGLE BRACKET CUT FROM I" X 5" ANGLE x ATTACHED TO UPRITE AND 4 GIRT WITH 6 #10 1" 5/16" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE OMPRESSION SLEEVE A.S.T.M. A-36 STEEL CLIP VITH 2 2 I/4"XI/4 TAPCONS\ ANCHORED INTO CONCRETE 3W FROM TOP AND BOTTOM CONCRETE TA.S T M A•26 STEEL CUP NTTH 2 2114'%U4 TAPCONS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELRA NATE ANY DEFICIENCIES 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 DESIGN STATEMENT MICHAEL THOMPSON* ALUMINUMSCREENDESIGN.COM METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE A6 @Q YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (STH EDITION) OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMIOPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO, FL 32811 PHONE: 407-747-1470 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. P.F 7509 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION FAX: 407-734-1790 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS #30930 S LUMINUM SCREEN DESIGN ROOF IS ATTACHED TO FRONT WALL SUPPORT BEAM WITH (4) #10 1" EXTRUDED GUTTER IS ATTACHED TO SUPPORT BEAM WITH #10 I" 6" FROM ENDS 24" O.C. 2X2 POST .046 OR GREATER 2 HINGE HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" 3X3 POST IS ATTACHED TO BRACKET WITH 1 3/8" X 3 1/2" CARRIAGE BOLTS BRACKET FROM 3X3 IS ATTACHED TO CONCRETE WITH 2 1/4" X 2" ROLL FORM FASCIA IS 3" C CHANNEL IS ATTACHED TO BLOCK STRUCTURE WITH 2-1%4" X 1/4" T ATTACHED TO PAN ROOF 6" FROM ENDS 24" O.C. & TO 3" PAN ROOF WITH (4) #10 1" PER PANNEL WITH #10 I" 6" FROM ENDS 24" O.C. 3" PAN ROOF IS ATTACHED TO 3X3 POSTS ARE ATTACHED ALUMINUM STRUCTURE WITH #10 1" TO 2X6 BEAM 2 3/8" X 3 1/2" 6" FROM ENDS 24" O.C. CARRIAGE BOLTS TYP. I X21S ATTACHED TO 3X3 POST WITH # 10 2" 6" FROM ENDS 24" ( CHAIR RAIL, IS ATTACHED TO UPRIGHTS WITH EITHER: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) # 10 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 2", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 I" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) # 10 1 " PER BLIND CLIPPED WITH (4) #10 1" PER 1 X21S ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X2 CHAIR RAIL I X2 IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOIAPSON METAL AALUNIINUMSCREENDESIGN ALL TAPCONS SHALLTRIOVIJDE ESS MINIMUM OF 1/8" E BORGREATER, ALLOYIEDMENT DEPTH 4401 VINELAND ROAD YAHOO'COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) SiJ1TE A6 PHONE: 407-747-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORL:ANDO, FL 32811 SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A I5FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C. RISK CATEGORY I. P.E. 9 47509FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS #309 I MAP OF BOUNDARY SURVEY DESCRIPTION LOT 88, STERLING WOODS 1N PLAT BOOK 54, PAGES 93--95,_Buauc r.OR05 OF SEMINOLE COUNTY, FLORIDA. NOT PLATTED ' S 00'44'0 f" W 1 58.75' PLAT S 00'57'33" W RLS4jG X - CU 58.45' MEAS y B' 1PF FAID• 1 LS20f) 14. • u.E — SURVmR'S NOTES; . OL •) hOOD ZONE DATA SCALED FROM FLOOD INSURANCE RATEMAPSSHOULDBEMIRED7NR000H,THE q ( n 001 00 (b NATIOAAL FLOOD INSURANCE PROGRAM AT {do0) 1I •gyp 678-6620 OR YOUR LOCAL COUNi1: DUE TO 11ILOT87 +' SCALING AND INCONSWmCIEs m INOMOUAL WS. tol (CDv ERRORS MAY OCCUR MO 5)10ULD Be BpOUW TO 00 (A OUR ATTEHpON UPON D15 WW- WE ASSUME NO LOT32pj n 0.5' -0: (h LIABILITY FOR OAMAG6S ARISING ROM SG INOR OL O (O iNERCROONRSSSTEIVCYES IN INDMOWIL LIAPS FM INESE a) SUBJECT PROPERTY IS SCALED FROM FLOOD 40' ` INSURANCE RATE MAP. NO. 120294 0045 E. DATED II' 2 ONE !t5'AN AREA OF MR OF' SANFOROLfAL FLOG 3INO.GU. ED IN OL ' y4n 1• ' Y.S' X 8.6• p a) 6UILDfNO TIES SHOULD NOT 8E USED TO VC P Dp 0 RECONSTRucr PRoaERTY uNE v v jr,O•:. IN (fl p 41 EXCEPT AS SHOWN.'HEREON. NO UNOERCROUND FFiATURIS. UAUTIas OR FOUNOAflONs WERE v O LOCATED BY THIS SURVEY. 1 S) BEARING STRUCTURE BASED OW THE CENTERUNE NvArycOF PINE ISLE DRIVE. 5. 9idNC. SET $8` LR a) FENCES AND SIDEWALK NOT SHOWN TO SCALE (SEE S ( ° ' `Br24_ROVED PLANS 14.11 FN0. I g r ) p o 5ti ib.7' 1.8' LS J/ s• F ` SAS ' 9st 0 AP " ENO. DEPT. N ,y9 e, Ok to replace screen enclosure over existing L e' MF I N {{ pool and deck as shown on plan, sung 9 LOT 33 • '' 2:8%9• s'q k a / ,' J _.._._ LOT 89 ?, j98• A `° Q' ' Q,/ Jtv 1 si' . 0106g a• Q`G` 1 i1Ds j2o s4~ IP 1 1 Q O 19* 17: 09" s.r3i Q?yh R = 75. 00 s F ' P.C. L = 25. 25 FWD. NB:D CHORD: psy % 3669 S 670022 f" E s 25.13' PLAT a . 2• ' " 5 02'} MEAS E. P.T. CERTinED T0: CINDY L HILL; PNC MORTGAGE CORPORA17ON OF AMERICA; T1COR TITL.F THOMAS HWARUCK. P.A. 1= o THIS SURVEY AIEM KAIM UM IECHNOL SZWDMDS e - aux oe cm LSOSND•L . UMM (AW SET SINBY111$ FL610 1% a aal A%ESSIONAL mGLE ISE INC: C`= W wfl mRsacaw. 61c1>` FLOIna AD?IIf11SIRAi1VE _ n 900 PURSUANTTOSEC. 47ZW. MDA SIAMM i oa wwcruY no LAND SURVEYORS Vat — I — fwwm P t n _ I I ENf G0 f1A0I. l'OWf. LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1/6/1-1 I hereby name and appoint: Loy(' an agent of: G`Cv) 6a<ee<)S Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 12/ The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: l o{ License Holder Name: —'-•C: C State License Number: !S ` N\1 C1 9 -1 Signature of License Holder: STATE OF FLORIDA COUNTY OF );\4 The foregoing instrument was acknowledged before me this day o ca clt.IG 200, by 'Er C C e cldo 4 who is b'personally known to me or o who has produced as identification and who did (did not) take an oath. f Signature Notary Seal) Pant or type nam EC BRITTANY BOYKIN Commission Y GC,49785 My Commission Expires November 22. 2020 Rev. 08.12) Notary Public - State of Commission No. My Commission Expires: REQUIRED INSPECTION SEQUENCE BP# 17- 2.39 Address: ?ifjF, lSi¢ BUILDING PERMIT Min Max Inspection Descri lion 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 ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Max Inspection DescriptionMin Gas Underground Gas Rough Gas Final REVISED: June 2014