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HomeMy WebLinkAbout115 Casa Marina PlCITY OF SANFORD BUILDING & FIRE PREVENTION x FEB 10 2016 PERMIT APPLICATION Application No: I ' - Documented Construction Value: $ `1t, 3' A-7'11 Job Address:) 1J caso. ti av , n c n o,Lp Soy N,. a F I_ Historic District: Yes No 0 Parcel ID: a9-1 9 -3j - S o - 0O C)o - LNti to U1 Residential © Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: j AAn ME c-% r e_S Title:pr t c1,P.. k Phone:-lu'l. l%s`p`-I$lo Fax:yo l•3oZ- C FsS Email'Q;,.-.sh,Y.o cv_., Property Owner Information e Y_%C l "5 `AV le NameK% rIe. -p-*. 6L r, Phone: Street: I S ' aG G MaY,, r. c, TI la( X Resident of property? City, State Zip: .. Ng o Y-cX, F L 31-7--1 Contractor Information Name \ . y\.'.',,a Sc v e o r. F n ( o 5 t-AreS Phone: LI o')- Street:y 16 t,, Ll aU P v 1 ( 6 (-T Fax: Lin)- 3 o Z- O$- S 1 City, State Zip: S ck ,:pov cj , FL 32_2-1 1 State License NO.:S('c 1 Z 1 I `A 9 8'Fs 1 Architect/Engineer Information Name: V1; LIn CLA'k 7VN Z' 0 n Phone: k1 0-7- S 2 q- -3 70I Street: 5 Zo o V'% ri4pla.,ri KA S h Zs o Fax: W-8- - 9 2 3 - RE ) 9-1 City, St, Zip: L y I nor. c _ C. . EL_ 3 2Fr 11 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. 0U, oo 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: 51n Edition (2014) Florida Building Code 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 and zoning. Signature Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Date o ,;Ptate of Flor,da ate e • DONNA M. PELOS Notary Public - State of Florida My Comm. Expires Jan 29, 2018 oFv oCommission # FF 087569 1a1( Owner/ Agent is Personally Known to Me or Contractor/Agent is l--Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No `` # of Heads Joc" Dll APPROVALS: ZONING: 'UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: - -- n' Revised: June 30, 2015 Permit Application REQUIRED INSPECTIONON SEQUENCE BUILDING IPERMI P ; Min Max us ection 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 FinalRoof Final Stucco / Siding Insulation Final Final Utility Building FinalDoor Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building ( Other) REVISED: June 2014 add rRcq! i14C' r'Acd . A . n _ _ . A Min Max Ms, ection Description - Electric Underground Footer / Slab Steel Bond J Electric Rou h T.U. G. Pre -Power Final ~ Electric Final IliWUi'.b' u'+yy yi7. _ .. .. .r.._ .. ,._ .a .. .. , i .. ...,,. - , ,.,i a.aw=. Min Max Inspection DescntIlon Plumbing Underground Plumbing Sewer Plj! Mbing Tub Set _ Plumbing Final I> BG:711yGRL, 11111 . i9' min Max Ems, ection IIDescei Lion _ Mechanical Rough Mechanical Final Minn Max 7[ mectiom:;][Desom Gas Underground Gas Rough - Gas ,Final Ohl I'f''I f1fA tlL11R1A1'IWf i MARYANNE MORSEF SE11INOL-E COUNTY TH'sS IN5 RIiMEIV/T P REK AIi-tU tf7' (:'ERt tai i:1h:t:l.!! ! [JJLJK l 2 4L11'fC' 1 n:ut.t.t n: Name: C.,79«° y> J Bi 621 r s ti (1F'9 J) r Address: CLERK ° S a 2016008090 S F/ RECORDED 01/25/ ,01b 11:23:25 Bahl State of Florida D r-ORDII°G FEES $10—r0 NOTICE OF COMMENCEMENTE:ORpED BY i,t'E{e'o,,e y (,}(-'( Permit Number Parcel ID Number (PID) q — I — 5o — 6too - ' "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. Mark1. DESCRIPTION OF PROPERTY (legal description of the property, and street address if available) 115 C I I l f rtt U` L 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION: Name and address: c f eft Guerin Interest in property: f) e4— Name and address of fee simple titleholder (if other than Owner): 4. C0NTRA,CTO)9: (name, address and phone 5. SURETY: Name, address and phone number: Amount of bond $ 6. LENDER: (name, address and phone number): 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by section 713.13(1)(a)7., Florida Statutes: (name, address and phone number): 8. In addition to him/herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9. Expiration date of notice of commencement (the expiration date is 1 year from the 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 1, 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 ATTORNE BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. V STA F IDA X el /r / / J /// CCO'U/NTT-Y/O//F /SEE MI IALE OWNERS SIGNATURE OWNERS PRINTED NAME ji The foregoing Instr ment was acknowledged before me this 1 day of 2015 by Ulijjf" Who Is pers(Wally kndWn to me OR who has produced identificat on -type identification produced t-::>l— rT l o -)C-' — VERIFICATION PURSUANT TO SECTION 92.626, FLORIDA STATUTES. 2UNDPENALTIES PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT ARE TRUE TO THE BEST OF W E'bGE BELIEF. I)ANA N. HARPER seal) * * MY COMMISSION It EE 883835 SIGNATURE OF NATURAL PERSON SIGNING ABOVE EXPIRES: March 13, 2017 1 oFF<Fe BondedThruBudgetNotaryServkes Print, Type or Stamp Commissioned Name of Nota[y,Public Notary Signat e ftRiTFiEDCOPY— NE pf iNE tff CLERK OF THE RSE''''•:. hj CUITCObCOMPTROLI,E . SENHNOLE CO NTY11, y,?& f',,• .`js 20 f o`; \UN W 0r' BY DEPUTY CLERK DaMdJohnson,CF4 Property Record Card pRpp'y Parcel: 29-19-31-501-0000-0460 APPRAISER Owner: GUERRE MIRLENE D & ALAIN R SEMINOI E COUNTY R Cdi1pA Property Address: 115 CASA MARINA PL SANFORD, FL 32771 Parcel: 29-19-31-501-OODO-0460 Property Address: 115 CASA MARINA PL Owner: GUERRE MIRLENE D & ALAIN R Mailing: 115 CASA MARINA PL SANFORD, FL 32771 Subdivision Name: CELERY KEY Tax District: S3-SANFORD Exemptions: GO -HOMESTEAD (2006) DOR Use Code: 01-SINGLE FAMILY Value Summary 2016 Working Values 2015 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 129,449 124,780 Depreciated EXFT Value Land Value (Market) 28,000 25,500 Land Value Ag Just/Market Value 157,449 150,280 Portability Adj Save Our Homes Adj 42,256 35,888 Amendment 1 Adj Assessed Value 115,193 114.392 Tax Amount without SOH: $2,237.06 2015 Tax Bill Amount 1,506.70 Tax Estimator Save Our Homes Savings: 730.36 Does NOT INCLUDE Non Ad Valorem Assessments RECORD COPY 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 POR CODE COMPLIANCE Patio Cover PLANS EXAMINER Other: - t DATE Reference: NewR Revision El Date:1/28/16 Project Address:115 Casa Marina Place 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 via ISSUED SHALL BE CONSTRUED TO BE A CENSE TO PROCEED WITH THE WORK AND NOT AS 3 UTHORITY TO VIOLATE, CANCEL, ALTER OR SET IDE ANY OF THE PROVISIONS OF THE TECHNICAL ES. NOR SHALL ISSUANCE OF A PERMIT PREVENT HE BUILDING OFFICIAL FROM THEREAFTER cOUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Choose One: Mail Pick Up[V—] Fed Ex* 3 _ No of Copies For FedEx option got to www.aluminumscreendesign.com and provide FedEx account #) Payment: CheckO Credit Card *F_1 For Credit Card option go to www.aluminumscreendesign.com to pay by credit card) Engineering prepared by: i e No SANFORD Engineer: Michael Thompson, MSc, P.E. (P.E. 447509) 5200 Vineland Road —Suite 250, Orlando, FL 32811 Office:407-529-3300 Cell:407-721-2292 _ Q 3ProjectManager: Paul Thomas 386-479-9504 Fax: 888-923-8181# 4 v Email: aluminumscreendesign@yahoo.com Website: www.aluminumscreendesign.com CA#30930 z Ultimate. Wind Speed. (mph): 130 Exposed Category: C Risk Category: Screen Room: Insulated Pan Roof Fascia Wall: Block Conventional Uprights __—_x— Top Plate --- x _ Kick Plate Pool Screen/Cage: Dome 0 Gable Mansard Gutter Wall: Block Conventional Beams 2____ x 4 Uprights z ---- x4_ Purlin z ---x? Car Port: Insulated Pan Fascia Wall: Block Conventional Beams xPost _____x Patio Cover: Insulated R Pan Fascia Wall: Block Conventional Beams 2 —_X10 Post 4 _NX4 1 Concrete: Existing V New: 4" Slab Pier Ribbon Footer N_ 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 construction between the plans and the general notes and design standard. General Notes & Design 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 (51' 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 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 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com SDALUMINUM SCREEN DESIGN 1%1U a1AVM x C AXIa "&LlelY ngarSr:inu Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum 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. Bolts: Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 Chair Rails, Purlins & Wind Brace: Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction. Wind Speed =130 MPH 2 x 2 Chair Rail = 6'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 9'-0" 2 x 3 Chair Rail = 8'-0" 2 x 3 Purlins = 8'-0" 2 x 3 Wind Brace = 8'-0" 2 x 4 Wind Brace = 9'-0" Concrete Conform to ACI 318, latest edition and ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi Exposed chamfer edges shall be 3/4" 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 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 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. 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com I Mu omAS U.N..,..... & eagine-ZzIng 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 corner and where there is a difference in column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 ft2 with bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 ''/z" x '/4" 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 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" 1914" 2 X 6 26'-0" 25'-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" 35'-0" 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 13'4" 2 X 6 15'-0" 2 X 7 16'-9" 2 X 8 17'-9" 2 X 9 18'4" 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 psf). 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 11 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 3" minimum clearance from edge of slab and/or footer. 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com Khu er^ Lr Q-J'9x 3 Y„ Zry 3 • th x 3'Jh ` - n fl n QLJ o a AK+O' Z3.4" w T• T TYP z. a x • xz zrz 8 9. t<a tc1 6'6 6.8 c'la C fu„ 6.8., 6#61, lip+ 6utrre- ttS CnsA /lier±-)n Pk, j,, r,.) Q. ja. I In the event of a conflict in member saes st m on the plans and the general notes, the contractor must utilize the more stringent member sae requirements. i EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL ISALUMINUMSCREENDESIGNT' INSULATED ROOF WITH #10 11' 6" 6" FROM EMNDS24" ATTCA&ITO 33" INSULATED ROD TOWOODOF WITH (6) #10 1" P RRE WITH #10 2"OSIDE DS 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) 910 4" PER PANEL 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" O 4X4 POST IS ATTACHED TO BRACKET WITH 1 3/8" X 4 1/ 2" CARRIAGE BOLTS BRACKET FROM 4X4 IS ATTACHED TO CONCRETE WITH 2 1/4" X 2" TAPCONS TYP. 4X4 POSTS ARE ATTACHED TO 2X10 BEAM 2 3/8" X 4 1/2" CARRIAGE BOLTS TYP. 1X2 IS ATTACHED TO 4X4 POST WITH # 10 2" 6" FROM ENDS 24" ( CHAIR RAIL IS ATTACHED TO UPRIGHTS WITH EITHER: BLIND SCREWED WITH (3) 910 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) 910 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 1" PER CLIP 3" INSULATED ROOF IS ATTACHED TO ALUMINUM STRUCTURE WITH #10 4" 6" FROM ENDS 24" O.C. UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER BLIND CLIPPED WITH (4) #10 1" PER 1X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 1X2 IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. ALUMINUMSCREENDESIGN. COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS.046 THICKNESS OR , ALLOY IS 6005-T5ALUMINUMSCREENDESIGN ALLTAPCONSSHALLPROVIDEMINIMUMOFRIl8EMBEDMENTDEPTHS2OO VINELAI TD 250 @YAHOO. COM _ HAS QUITE 250 OFF THE FLORIDA BUILDING ODE OR OPEN AANDSEMI-OPEN STRUCTURES AND HALL WIANCE TOMEETTHEREQUIREMENTSTH S EANDULTIMATE WIND ORLANDO, FL 32811 PHONE #: 3 86-320-0256 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. FAX # : 8 8 8-923 -8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSRUCTION %S 09 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS # Q ALUMINUM SCREEN DESIGN BEAM IS ATTACHED TO UPRIGHTS WITH (8) #10 1" ON EACH SIDE OF BEAM 2X4 2X3 WIND BRACE IS BLIND SCREWED 2X2 PURLINS WILL BE BLIND SCREWED TO ALUMINUM STRUCTURE WITH THROUGH ROOF BEAM INTO EMBOSS 3) #10 2", OR TOE NAILED W/ (3) # 10 2" WITH (3) #10 3" 2X6 BEAM KNEE BRACE ON A 45 DEGREE SCREWED INTO H CHANNEL TiliTiT G 441A 1" C`AAQ r%NT DAflU Qn-%I= Z TT.T rr%TTST: DCANA 2 ThVrn TLTr DTTDT TTT 2 X 2 KNEE BRACE FOR 25'-0" MAX BEAM SPAN 2 X 3 KNEE BRACE FOR 40'-0" MAX BEAM SPAN 2 X 4 KNEE BRACE FOR SPANS IN EXCESS OF 40'-0" 2X2 CHAIR RAILS & GIRTS ARE ATTACHED WITH INTERNAL CLIPS WITH (4) # 10 1 ", CAPRI CLIPPED WITH (8) # 10 1 ", OR BLIND SCREWED WITH (3) #10 2" 2X4 OR GREATER BEAMS UP TO 15' ARE STITCHED TOGETHER WITH #10 1" 6" FROM ENDS 24" O.C. 1X2 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 V & INTO CONCRETE WITH (1) 2-1/4" X 1/4" TAPCON 2X2 POST 2 HINGE to 36" FRONT WALL, BACK WALL & SIDE WALLS TOP PLATES ATTACH TO ROOF MEMBERS WITH #10 1" 6" FROM ENDS 24" O.C. 1" 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 INSULATED ROOF WITH #10 I" 6" TT/ 11- 1A 1 n n KNEE WALL ATTACHES TO STRUCTURAL GUTTER WITH 4" 2 X 2 X 1/8" ANGLE & (4) #10 V INTO GUTTER & BEAM PER SIDE OR GREATER 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. DESIGN STATEMENT MICHAEL THOMPSON ALUIVIINUMSCREENDESIGN.COM METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 5200 VINELAND R.D. ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE 250 @Q YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO. FL 32,811OFTHEFLORIDABUILDINGCODEFOROPENANDSEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND PHONE #: 3 86-320-0256 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. A# 9 FAX #: 888-923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTIONCONTRACTORSHALLNOTIFYTHEENGINEERIMMEDIATELYSHOULDSITECONDITIONSDIFFERFROMCONSTRUCTIONPLANS0 ILI 11 ALUMINUM SCREEN DESIGN SIDE WALL DETAIL IX2 X2 TOP PLATE IS ATTACHED TO 2X2 ALL BEAM WITH #10 2" 6" FROM NDS 24" O.C. F- 0d Wdcq x N 7 N p N 2X4 BEAM m x a LlW 6A>1w U 0 T„ _ N V R z- V o 1n x aa- 00 3, o Q3 co N a X3 2X2 IX2 BOTTOM PLATE IS•ATTACHED 1X2 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) 10 1" OR BLIND SCREWED WITH (2) TAPCONS 6" FROM ENDS 24" O.C. 10 2" PER SIDE x N CABLE DETAIL 000 0 O O O 1/8" THICK ANGLE BRACKET ATTACHED TO UPRITE AND GIRT WITH 6 #10 1" 5/16" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE IDE VIEW OMPRESSION SLEEVE 11A.S.T.M. A-36 STEEL CLIP KITH 2 2 1/4"X1/4 TAPCONS" ANCHORED INTO CONCRETE 341" FROM TOP AND BOTTOM CONCRETE WITH (2) 2-1/4- X 1/4" 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 ELUvIINATE 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 ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAcT,--, rHOM-PSON ALLJT IINNUMSCREENDESIGN ALL TAPCONS IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 5200 V IELAND RD. APCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH @YAHOO.COM STRUCTURETHISHASBEENDESIGNEDINANCETOMEETTHEREQUIREMENTS SUITE 250 PHONE #: 3 86-320-0256 OFTHE FLORIDBUILDING ODE OR OPENAAND SEMI -OPEN STRUCTURES A SHALLWIOTH STEAND ULTIMATE WIND. ORLANDO, rI , 328I 1 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. F.E. # 475,09 FAX # : 8 88-923 -8181 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 _,--_::<CA#3 093 Q c I11.t callt lit'. 1 0) AS rN i ORN-1) IN I'LA1 13t)L11< G•?,I'A(;C"; t3', -?1 1 , fUR 11-IIi I)CNII I ANO I-AC1-USIVI (usr of*, 0141 1 LL Oi t t klr III A, INC- r i'LL'1rtY NAItONAL 11TU- IN$URANCF. I;OMICANY Ui' rL(gN5-TLVANIAt4,1 1..IOR IC.AGE COMPANY. L1Q MhLEM Lt. GMRRE ANO ALAN R GUI:RRC N(11E: THE FtNISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REOUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CI-IAPTER 6, SEC, 6-7(A). D d=5'08'02" R=25.00' L=2.24' CB=S54'13'20"E C=2.24' d= 3'28' 46„ R=925.00' L= 56.17' CB=N55'02'58"W C=56.16' a=36'19'Os" R 122 65' L='32.1p' COaS37'2WIWE C=81.14' CCNTERI,INE OF— RIGHT OF M%Y l.. T . )n• 1. ALL DIRECTIONS AND DISTANCES HAVE cyrr" BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE ay SURVEY. IF ANY 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 2-09-05, 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. 41. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED • EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND T -IE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1'I.11'ICY 10 Y Of TiI1' I'Itilt ic: is t'1?Ijl'•' t'S ,I rl±Sii111 t 1 uNl! 1, i I !n !Il tgt .•! . I 4&bI VIU PLANS 9g (o " d¢i'seJ I1'4N1 Irvin 1111,11. 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