Loading...
HomeMy WebLinkAbout106 Mayfield Dr - BR18-004750 - SCREEN ROOMDEC 1, ' CITY O a..' S.,kNFORDPERMIT APPLICATION BUILDING DIVISION Llc4awC.. Application No: Documented Construction Value: $ U 1 Job Address: / 6 to P_ Historic District: Yes No Parcel ID: Residential D<ommercial Type of Work: New 9Addition Alteration Repair Demo [I Change of Use Move Description of Work: t/ev,0 S cry? proms Phone: qt7 ?0 ! 3z257 Fax: Property Owner Information Y. Owl Name h t7tA co Phone: S % ? 9 * / Street: E a Resident of property?: L S City, State Zip: o F Z) Z2Z Contractor Information Phone: 6,? ,,? #57 Street: Fax: a— City, State Zip: c State License No.: 3 Architect/Engineer Information Name: 11 Street: 4/1'tCiDYl, City, St, Zip:(t46t/, Bonding Company: Address: Phone:f Fax: 7-? f 17-Ad 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 ol'a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. t 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: 6"1 Edition (2017) Florida Building Code NQ=.,: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may he 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 jot) at the time ()(submittal, The actual construction value will be figured based on thecurrent 1CCValuation 'Cable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actUat 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 Signature lupn/ / f:>. '-' in4e — Owner/ Agent's Mum, a) e -C-a4 Kotary, Ktate ofFlorl& L S." R of ;odd xa M, 2021 uwtier/ Agent is Pers6naTl)r Produced ID ---,,f-Type of ID laws regulating construction and zoning. 7 Date Sig" Lure of Contractor/A I ate Let flrint(: omractor/Agent's N41V P Ite Sign, ur of 0 ate of FloridaDate d to Me or t-- BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0 Electrical El Mechanical F1 Plumbing El Gas n Roof El Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes D NoEl # of Heads Otter I- Owpo APPROVALS: ZONING: 1-2.Zv tq 45r— UTILITIES: ENGINEERING: FIRE: to Me or Fire Alarm Permit: Yes F] No E] COMMENTS: 32, SZO 0 /1 4)- L-44 - IH'e are4art"&6d,5L0,1 WASTE WATER: BUILDING: aEi: V A I U rn i a SCREEN ENCLOSURES , PATIOS o PORCHES - RE -SCREENS - REPAIRS - FL ROOMS - VINYL WINDOWS - SOLD TO AN60NI,((YJK PHONE w)j DATE ADDRESS ZIPP. INSTALLATION ADDRESS City Zip LOT BLOCK - SUBDIVISION PROPERTY OWNER PHONE OWNER'S ADDRESS City Zip M a HEIGHT 8 Px-%) 50-g4AexN Pr.410 FrOJOSI"- ALUMINUM ROOFS' (0-PIN'tV CHAIR RAIL FLGLASS NA 1036 KICKPLATE I()' AARON B. COOK GUTTERye% TRACEE COOK WINDOWS NA 106 MAYFIELD DRAT 5ANFORD, FL 3277PTYPEOFDECKPAVERORCOI01 COMMENTS: s BANK OF AMERICA ACIP47, 061 000W i:061000O5211: 00321166,85175118 1036 2-year guarantee on material and workmanship; however, any screen panel repairs, or replacement* will need to be Identified to contractor within 2 weeks of Installation. have read the ctor Terms of Property owner is required to sign a Notice of Commencement and provide a copy of property survey for permitting. This proposal does not become a contract until we and signed by both parties and If not accepted, any payment made will be returned. tr t and accept the on Contract price is based — nI dimensions in at rse Contract Price GCS Deposit 00 Balance Due s 00 Credit Card has 2% fee DtsC I YER, Scanned with CarnScanner senTRY COMMUNITY ASSOCIATION MANAGEMENT June 29, 2018 13 130530 200080 Aaron and'l'racee Cook 106 Mayfield Dr. Sanford, Fl, 32771 RE: Screened -in covered porch Dear Homeowner: I am writing on behalf of the Board of Directors for Celery Lakes IIOA. Thank you for your ARB submission to, install screened -in covered porch as submitted on ARB Application. The Board has approved your application as submitted. Sincerely, ON BEHALF OF THE BOARD OF DIRECTORS Leigh inn, L AM Assistant District Manager R Lot # Phase # 2-- Property Owner: Property Address: ZZL- Mailing Address (if different): Telephone: Fax: Estimated time to complete, once approval Is received: 7-2) Architectural Review Application For: 7','^ Swimming Pool Exterior Paint Colors V Porch Landscaping Fencing — Deck Other: 4 ZL ' V 7WO S A-Z: ZLL L672L PALD 4:if6);q Attachments From Property Owner Required Attachments: Written request describing addition, change or installation Property survey showing where addition, change or installation is to be located. Specifications (2 copies of plans indicating dimensions, materials made of, color, etc.) The plans must be prepared by, an engineer or architect. One copy will be returned. Before Pictures of the area to be Improved. A picture must also be sent In upon completion, showing the improvements. Use ARB Completion form. Other Attachments; Paint Chips Brochure Other MM: Please be advised that work CANNOT be started until the ARS has provided a written approval of the application. Possession of a building permit does not constitute the right to commence work. Failure to comply will result In a $100 fine. The ARR and/or the Board of Directors have the right to review the final project to make sure it conforms to the plans that were originally approved. It is the sole responsibility of the Homeowner to do what is necessary to make it comply. Page 1 ot'2 Request received: Forwarded to ARB: To owner: The ARB's decision on the plans submitted is as follows: APPROVED with the following comments: 1. Must conform to all local zoning and building regulations and you must obtain any permits that are required. 2. DENIED - Reason: INFORMATION INCOMPLETE - Please resubmit with the following information: Must be approved by a majority of the ARB board: By: Date Architectural Review Board By: Architectural Review Board Date: By: Date: Architectural Review Board Fax or e-mail form to: (407) 788-7488 or .ta es elerA , e . o You may also submit to: Sentry Management c/o Celery Lakes HQA Attn: Leigh Quinn 2100 West SR 434 Suite 5000 Longwood, FL 32779 Phone: (407) 788-6700 ext. 51307 Fax. (407) 788-7488 For more information, please visit http://www.celerylakes.com Page 2 of 2 Legend of ols PJIO , Yi l931; EldVitTroNS ''%}rrp7 urJi Q' P: P.. Fw,« REROD: Steel Reinforcing Rod Boundary Line Big. Bearing Field Field Measured P.G.P. Permanent Control Point R.T. Point of Tangency Centerfine Calc. Calculated Fnd, Found P,1. P.L.S. Point of Intersection Professional Land Surveyor R R.L.S.: Radius Registered Lang Surveyor Right-of-way Line C.B. Concrete Block Gov't.: Government L.B. Licensed Business P.Q.B. Point of BeginningOverheadUtilityLine Easement Line Ch. Conc.: Chord Concrete O.R. : Of idal Reoprds P.O.C. Point of Commencement Sec. Sec. S SectionSectVWion a : Central Angle CAnst.: Construction Pav't.: Pavement P.R.G. P.R.M. Point of Reverse Curve Permanent Reference Monument S!f T.B.M.: Septic Tank Temporary Bonch Mark ARC Arc Length Gs Concrete Slab P.G. Point of Curve Point Compound Curve P.S.I. Point of Street Intersection W( With Blk. Block Elev. Elevation P.G.G.: of L.S. 2 t94 O N v Q ,A.PQ.E.erY /9oo.PESS N45!a ro Al :A a ,Sl74,17WEr957- G e.ve>e f As .SIVOIIIA4 j 280) per AYQ377.. M r • f. T R9CT /g r NQ . % " oea?E oeorrx*r v* RateA gp RCAPw4s - Z4-9wr j0• pO' P,crvr Fi'to 5 Qr' AiN9Crc 60 VTR IA10' M ' f SioB. S iE'Es/ a.vc, AA-40. e3e7. 5e r.6 3'toNc WA <K 0 N 5. ao4' vC W CAI 1, R G Eat v 0 E T l '•+ ° u 2xQN LL w = UI"wt' Yi .5. 2494=As.orvf Q FAPI. Wf. o •/ . 1 c L9.va i IISO. ©O' 1 F5 • 38'i"w y ++A. EsaMs' o F'Y, e'<o ,BL.s+,eiv4 j rv, li< Zg' s r,d4/< Y GP.37: 110P.<.. asa c. fvj l d 4,J cad £ eY •k s . f,NAs . 5aeo/cis/per e.-pe o /N,,, r 0 z 30 Revision 0 FEE're, All City of Sanford Response to Comments 0 uilding & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # t q -I :—o Submittal Date Project Address: /0 6 Contact: D44 1--01 I'll: 61 C) Fax: Email: 0091V4 wor-lell I e H-(W-roq Trades ssed in revision: General description of revision: 11 Plumbing 11 Electrical El Mechanical El Life Safety 3 Waste Water Department Utilities El Waste Water Planning Engineering Fire Prevention ROUTING INFORMATION Approvals El Building 45f - 2, C- . r 41 COPY Plan Types: Screen Room 7Sun Room 7Fill In DPool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) Car Port 7 Patio Cover 70ther: X Standard E]Non Standard EIRevision ElCommercialEl$75.00 Rush Fee Project Address:1 06 Mayfield Dr I*City: City of Sanford Contractor Name:Atlantic Roofing and Construction Company Inc Address: 6767 Hoffner Ave City; Orlando Zip Code: 32822 Phone/Fax: 407-309-1325 gmail.com 4- Email: bobwil.drscreens@gmail.com UpChooseOne: DlYlaii FN 10-25-2018 1:1 E-File E]Fed Ex/UPS' # of Copies 0 Single PDF El Each Page Separate For FedEx option go to u ni 'I nu III I _- n coon and provide FedEx/IJPS account Payment: FE Check F]Credit Card" For Credit Card option go to vv,-w to pay by credit card) Engineering prepared by: Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509) 4401 Vineland Road- Suite A6 Orlando, FL 32811 Office:407-734-1470 Cell: 407-721-2292 S A N, RU[) Project Manager Paul Thomas 386-479-9504 Fax: 888-923-8181 Email, Website: www,aluminumscreendesign.com CA#30930 pfF"M Iag' Ultimate Wind Speed (mph): 130 Exposed Category: C Risk Category: FW Screen Room F-1 sun Room [--]Fill In: Insulated [-]Pan Roof Gutter FFascia F*Block Wall Conventional Wall El 41 Wall Uprights 2 X 3 _ Top Plate 2 X3 Chair Rail 2 X3 Kick Plate 16" Uprights 2 X2 _ Top Plate 2 X2 Chair Rail 2 X2 Pool Screen/Cage : Dome F-1 Gable F-1 Mansard/Hip Shed/Slope E] Gutter Fascia F-1 Block Wall Conventional Wall Beams X Uprights —X Purlin X Chair Rail —X Beams —X— Uprights X Purlin X Chair Rail —X Kick Plate E]Car Port [ Patio Cover: F-1 Insulated FjPan Roof F-] Gutter F]Fascia F-113lock Wall FConventional Wall El 4' Wall Beams X Post X Concrete: Existing F New: 4"Slab [Pier E]Ribbon Footer X Pavers [-]6" Thickened Edge Other: Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction between the plans and the general notes and design standard, Engineer: Michael Thompson, MSc, P.E. (PE#47509) 4401 Vineland Road Suite A6, Orlando, FL 32811 CA#30930)-Ph 407-734-1470/Fax 407-734-1790 TOO, A 5 D . General Notes & Desiiin 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 (611 Edition Aluminum Design Manual 2015 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC 'fable 2002.4) (35 ps) 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 1 foot of any member, not occurring simultaneously with wind load. Design Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense, real or implied, arising from their use A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Soil bearing capacity — 2,000 psf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. Unit soil weight = 105 pef Internal angle of friction = 30 degrees 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 A D Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminu 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 B18.6.4 specification. Self —tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches. For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap and end lap fasteners shall be no more than 2" from the end of overlapping sheets. For bottom plate and column base, secure with '%A" tapeons a minimum embedment of 1 1/8" and 2 %," respectively into concrete footer. Bolts: Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or eleetro-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'-0" 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 A185 Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. 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 A S D Hale 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. Beams & Uprights: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 130 MPH PRIMARY BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS Beam -Size Max Beam Span & Max Column Spacing Column -Size Max Column -Height Pan Roof Span Insulated Roof Span 2 X 3 6'-0" 2 X 3 8'-0" 3" Spans 13'- 6" 3" Spans 15'-0" 6" Spans 20'-0" 2 X 4 8'-6" 2 X 4 8'-0" 2 x 5 10'-0" 2 x 5 9'-0" 2 X 6 12'-0" 2 X 6 10'-0" Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30' max; 2 x 4 for beam span greater than 30'. Purlin: Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". Intermediate/Header Beam: Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at 10 feet (max) when insulated roof span exceeds 15 feet. Patio Cover: Contractor is required to install insulated roof covering pursuant to the Florida product approval specification. Overhang shall be a maximum of 1'-0" along the side, 3'-0" along the front and 1/2" along the front interface between the super gutter and the attached pool cage knee riser wall. Maximum deflection shall be limited to 1./80. Edge Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. Vinyl, tempered Class, 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 Legend of Sy(pbQ R-4n4. A) vl S Q REROO: Steel Reinforcing Roo Boundary, Lioe B(g. : Bosring Field Field Measured R.C.P. Permanent Control Point P.T. R Point of Tangency Radius CanIodine Calc. Calculated Fnd. Found PI. P. L.S. Point of Intersection Professional Land Surveyor R.L.S. Registered Land Surveyor Right- of-way Line C.B. Concrete Block Gov't.: L. B. Government Licensed Business P.O.B. Point of Beginning OverheadUtilityLineCh, Cone.: Chord Concrete O.R. Official Recprds P.O.C. Point of Commence ment See SSeaSei-ni-way Section ct TT - - : p Eaoment Line s CentralAngle C^nst. Construction Pav't. Pavement P.R.C. P51.h1. Point of Reverse Curve Permanent Reference Manumam SR T. B. M.. Septic Lank Temporary Bench Mark ARC Are Length Gs Concrete Slat) P,C. Point of Curve Curve P. SJ. Point of Stroat Intersection W/ With With Bilk,: Stock Elev. Elevatlon P.G.C.: Point of Compound S3 / A'+ 9 V RCA" LwS.0 ,4 / L.S. 24.44 M v 1 C H:. 7) a pa 4• u c 9 4 v z n rTp} Mh yQCOAc Q ©.' E,e rY ,9QQ.PE-SS , ` \QI, y T. SRn/QE' AD, FG.0,r?/4.9 s z uv.. ^ E >, n{ OcSioEivc Arr4cH-• A TO l! 0 c . n` ¢ z C newGrl,97-4-61'-- 6Y.sT-,Q-,% r. fU q -= f7G9rEt> 0 FGape GV. 30.58 _ WArE/Z .cfN6r--R N 4 x ±r t/, EA.C' JOUTNE"AST j.to.'RTY• Q n Q .0 : Q c Gp,P.ttE.e i S ,NQ/rt/,/ •. V `f N k 3Q Q La I w ti a v v So A 3/ f • ` t) t 6 i a FLY a// " 1(f Fyo. p N W , q,, A F R . !/Ilt/rY gs0*0AIr p G • 3 • 2 404 L • S . 494 o Fawvr I04o9r P F/ A T 5 938 '/ 7 W7 P409r F'/-'o i 6 Nl 8 moo • as " .p_vr ! " r .- sa. ©a ' ,r,or ! Fi'o 4k' ` 1 60 • 38 ' / T " W av s r Ng1'4 yi Y /LLD LR . 4.. P.L•s . tata 373Cp .K 1P s.' Z" 1^`• f"efF/ilCl ' c/.' 2 ` r GGN p,cAfnv se So lf cls q• 57G7K Y N• G/. c 5C, e l P7_10. t/ GE'Y G.O&, S 1,N/Is_ /9 E/Bf>fv/51,oAl4eCoe4/N( Legend of Symh013-qa AP-4Etv1AtiQ= a (,,. ir"wolrvvs, 1e, 0° REROC: Steel Reinforcing Rod BoundaryLine Big. Basting Field Field Measured P,C,P. ; Permanent Control Point P.T. Point of Tangency Contedirw Cak, Calculated Fnd. Fount P.L. Point of Intersection R Radius Righiml-way, Line C.B. : Concrete Block Govt.: Government P.L.S. : Professional Land Surveyor R.L.S.: Registered Land S. Overhead Utility Una Ch. Chord L.S. Licensed Business ROA. Point of Beginning - R/W Right-of-way Easement Una Cona : Conorate O.R. : 6Hiolal Records P.O.A. : Point of Commencemero Sec. Section p ? : Central Angte C^nat.: Construction Pav'l.: Pavement P.R.C. Per antRef Reverse Refeourvrence T t Te p Tank ARC ; Aic Length as : Concrete Slat) P.C. Point of Curvs P.R.M. : Permanent Relarence Monument TAM.; Temporary Bench Mark Slk, Block Elev. Elevation P.C.C.: Point of Compound Curve P'S.I. : Point of Street Intersection W1 : With ^+ fterrsNr'ary g G. s • 2494 - tG c R+9 4- 94 Al*- 9 J 9 / 7 ",6 2'6r 5rI Q ` D,IgINAdc N ` , B°'A.SlrAtISAT 1 4tnl 7- 9z r r, • . / s • ,,r, a ( ,, -• of a j 3a Q N: Sc 14 H yJv Cz STo ` ki«, rc 0 s [ LQES/DEN4rE 't M po fi g Y• .. Ofo .% 19YF'/t.,ra D•'vE g li ;AM9Cq--, D 7-01: O .. CG'_/ i'.C'AG. [AT.G' . Y.ST.ity . N od :. " 0 FGr e V. a • 98 c 3 l ArE!{ /1'1Er • %QC 9T D N s d o t x .y Iu.....' 4. .SQurf.'EAST %fRa.•.3RTy' 0 ' ?, g c It po- SP.. , Le HP ayt{ ( x Z • ' Q (' r 1, SO yr YAP FAIr Y • IGRR`J K . SQ. • PLAT Flts'GD ,.._.. 5 ' 38 /7 ter!- PtaPr Fiu+ Svc. 1, N1 gp• av' PLr9T f'/E?Y SQ.rV f'«r f Fier4440 5 6t9' 3 $ ' 17 A/ Ficr p 6td S/ni! f4 Z fT Y! s`. iP rr a i C iP37dlo .., .+i 'z f•`. ' fA'MJ" • Z r t ALUMINUM SCREEN EXTRUDE FASCIA ISDESIGNYINSULATED CHANNELBLOCK TH TAPCONS V I( 6) ROOF WITH 910 1 " D6T0 6" FROM 24 O.C. & TO 3" INSULATEDROOF WITH # 10 PER SIDE FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED 3" INSULATED ROOF WITH #10 l" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH 4 #10 4" PER PANEL _ 2X2 POST .046 OR GREATER 2 HINGE 2X3 FRONT WALL TOP PLATE HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C. KICK PLATE IS ATTACHED TO STRUCTURE WITH 410 1" 6" FROM ENDS 18" O.C. ALUMINUMSCREENDESIGN.COM ALUMINUMSCREENDES IGN @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 ]"PER CLIP I X2 IS ATTACHED TO FRONT WALL WITH 910 2" 6" FROM ENDS 24" O.C. CHAIR RAIL IS ATTACHED TO UPRIGHTS WITH EITHER: BLIND SCREWED WITH (3) 910 3" OR, CAPRI CLIPPED WITH (4) #10 l" PER CLIP OR BLIND CLIPPED WITH f4) #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 f4) #10 1" PER CLIP DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF I I/8" CONCRETE EMBEDMENT DEPTH INSULATED ROOF IS ATTACHED TO LUMNUM STRUCTURE WITH # 10 4" FROM ENDS 24" O.C. O. •i IGIRvi"llnfo3iux-vom 1X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X3 SIDE WALL UPRIGHTS 2" X 2" X 1/8" ANGLE IS ATTACHED TO UPRIGHT W/ (2) # 10 1 " & INTO CONCRETE W/ 2-1/4" X 1/4" TAPCON 2X2 CHAIR RAIL 1X2 IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS 5" X 1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 130 MPH FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMIVIEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS MICHAEL THOMPSON 4401 VINELAND ROAD SUITE Ab ORLA_ NtLFL 32811 E. # 47509 CA# 30930