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HomeMy WebLinkAbout282 Big Spring Ter; 17-2100; SCREEN UNDER LANAIV E CITY OF SANFORD J L Z 2017 BUILDING & FIRE PREVENTION PERMIT APPLICATION D` BY: Application No: Documented Construction Value: $ f1.3 , 9 Job Address:iIie) -D— Historic District: Yes No Parcel ID:(o-U(kDDi7 Residential Commercial Type of Work: NewR Addition Alteration Repair Demo Change of Use Move Description of Work: Caret'(I) -it IL(VIG Q Q) (S CND. n Vl Ct C-1 Plan Review Contact Person: iQj pp. Title: t/1ita61l1c—F,1 Phone:/ W'P7 30-9' Fax: YN % '% Email: 1fIlrt-, P Z,(S' Ca i1G6 1/t1 til trf 70d ( < Property Owner Information C. Name Zlwlsh LX y /Z- Phone: 26Ao- l Street: ), u,(/t,1/f 7, Resident of property? City, State Zip: Contractor Information Name L J M fet, q11 1 tt n1 Se ItJUS_ LQI-) Phone: qD 0?-31% 2%off c1 Street: Cd I k)mll 'A_ Fax: (16o C)_ ';o City, State Zip: 0 1(%& 5af `1 State License No.: Architect/ Engineer Information Name: '/ PVl JGl, 1C-CVLP,P VlylG) -_ Phone: q 11(,9 / Ci C Street: ti q(31i / q W_(01 l '- T_. Fax City, St, Zip: h / o C q kD E-mail: Bonding Company: Al'`_ Mortgage Lender: Address: 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 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: 51h Edition (2014) Florida Building Code 0 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. Zt 4yoN-Q,O3k -- gignature of Owner/Agent Date Print Owner/Agent's Name n n00, .'k, ary- taleAo riY1 QUEEi Date c _ tll W i111 MY COMMISSION 9 FF218482 EXPIRES Apol 08. 2019 F1orklallota ,S:. acc ,.un- Owner/Agent is .ersonally Known to Me or Produced ID ' Type of ID iq- D— (--- 7l Signature of Co or gent ate r 1 Icy J ,I Print Contract gent's Nam 7// / Sianatr.rP f Nntarv-State of Florida Date / B KATIE M QUEENo,.• c' MY COIv1MISSION # FF218482 EXPIRES Apt08. 2019 11;' r 3V;', ;" Fkn iddlVo'J'v5ureret;..: Contractor/ Agent is Persona y Known to Me or Produced ID Type of M 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 APPROVALS: ZONING: 12 FUTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WV. 1-MIIhi T&VII19116ABUILDING: ! r 1- IQ• 11 Revised: June 30, 2015 Permit Application Property Record Card n+e John, c a I Krr i Parcel: 28-19-30-526-0000-1750 Owner: NAGARAJAN RAMESH K K &MATHRUBOOTHAM RAMYA Property Address: 282 BIG SPRING TER SANFORD, FL 32771 rcel Information Parcel 1 28-19-30-526-0000-1750-----! Owner! NAGARAJAN RAMESH K K & MATHRUBOOTHAM RAMYA Property Address 282 BIG SPRING TER SANFORD, FL 32771 Mailing 282 BIG SPRING TER SANFORD, FL 32771 Subdivision Name THORNBROOKE PHASE 3 vi Tax District 1 S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions— je Summary 2017 Working 2016 Certified i Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 0 Depreciated Bldg Value 201,683 Depreciated EXFT Value Land Value (Market) 45,000 48,000 Land Value Ag JUSVMarket Value " 246,683 48,000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 246,683 48,000 Tax Amount without SOH: $962.00 2016 Tax Bill Amount $962.00 Tax Estimator Save Our Homes Savings: $0.00 Doe 9__ s NOT INCLUDE Non Ad Valorem Assessments f 120 Seminole County GIS Legal Description LOT175 THORNBROOKE PHASE 3 j PB 80 PGS 1 & 2 Taxes I i Taxing Authority 7-- Assessment Value Exempt Values i Taxable Value County General Fund I 246,683 0 246,683 I 1 Schools City Sanford i 246,683 246,683 0 0 246,683 246,683 j SJWM(Saint Johns Water Management) 246,683 0 246,683 L.County Bonds 246,683 0 246,683 J Sales Description Date Book Page I Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 3/1/2017 08892 0942 287,200..Ye's Improved Find Comparable Sales ' Land Method Frontage j Depth Units I Units Price-- Land Value i LOT 1 45,000.00 45,00-0 i A- Building Information Is Bed/Bath count incorrect? Click Here. jYearDescription Built Actual/Effective Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages 1 SINGLE 2016 13 4 3_5 1,456 3,250 2,582 CB/STUCCO 201,683 $202,696 Description Area ! FAMILY FINISH OPEN 14000 li Z U.S. A,Iu inum Services Corp. AJ 2211 West Washington St, Orlando, FL 32805 - 407.237.3128 Fax: 407.237.3129 Boca Raton, FL 33498 Palm Coast, FL 32137 Clermont, FL 34711 Tampa, FL 33605 Phone: 561.892.1644 Phone. 386.868.4187 Phone: 352.366.4699 Phone: 813.600, 5327 i oby SALES CONTRACT State Certified Contractor CBC1260190 W W W.US-ALUM INU M.COM dE-mail:n«a.ntK.n ;I iol26hnaCustomer: RAny ATHR F3o0 N 1N Home #: 961-661 Address: 2 ' pit Work #: FL nl Mobile#: 1O1 461.2 K'1 Subdivision: Gate Code: Fax #: Q00ool Enclosure Fan Beam QTY Pan Roof Sun Room Skylights QTY _ Carport/ Patio Cover Shingles Color jDX orch/Lanai 3 tab Architectural r Ielescreen/Repair Pergola/Lattice Shade aFr_--- Color I) orne Sty'la Fd smsard Stylu r? . vf,f1 c, f Gaue Slyte shed styir: T, k=f A — frame Studle I> Wsting Deck: Concrete Pavers Tear Down Sqft Type: --- Grass Removal Sqft Concrete/ Pavers Removal __ Sqft Special Instructions Board Insulated KP - 2" Threshold Pet Door city _ SM MD LG XL Vinyl Acrylic Glass Clear Grey Bronze Horizontal Sliders SP LOW-E INS Bronze Xx 14 White. 20x2Q Sun Screen Pet Screen FLGlass Super Screen Other HOA Exists- YES ONO / _ Responsible for App - OHO IW S Alum *r Homeowner is required to submit HOA ` M approval/denial letters to US Alumiqun O Initial priortostar[ of work. Estimated Completion Dat , Dirsimer De4 maY vaiY'. to wee;her, mnWxtur bac4 wd a cue en delah. r Payment is due in full at the time of completion of work or upon, passing the building department's final inspection. A finance charge of 1 112 per month shall be applied to all accounts not paidinfullwithin10daysofduedaleAllmaterialwillremainthepropertyofUSAluminumServicesuntilpaymentisreceivedinfull. Right of Access and Removal is granted to US Aluminum Servicesintheeventofnonpaymentperthetermsofthiscontract. The customer agrees to pay all interest and any costs incurred in the collection of this debt including reasonable attorney fees. It the customer fetuses to allow US Aluminum Services to begin work or complete work already begun, or to acc pt materials contracted for, customer agrees to pay liquidated damages of a sum equal to 33 1/3% of entire contract p: ice phis cost of materials and labor already furnished or in progress. 1 acknowledge that 1 have read and understand this contract to include items listed on the back of this contract and agree to its terms. Buyer!\ AN4ATAFice°a1ur Seller D(Sublecltoapprovalbyseinum serCorp. Print Name) 4' Concrete Slab Sqft Concrete Overlay Slab Sqft _ Footer 8'x8. 8'x12-Lnft_ Acrylic Finish Color 2" Deco Drain Lnft __ Tx4' Door Pad Qry Stucco Kneewall Other Thick Pavers Sqft_ Thin Pavers Sgft Travertine/ rile Sqft_ Color . Size— Pattern- 0 Coping Lnft Color Single Door (S)or 48" cry—J— E Gutter Lnft Double Door ory _ Super Gutter 5"or 7" Lnft Seamless Gutter 6"or 7"Lnft_ PCA Door Cxy_ Custom Door ory_ Please check one: Key Lock Tasman To Wall Attachment Full View 7f Sliding Glass - GarageDoor 4-track Size_ To Soffit Attachment Hetght om bottom of door: O.H. Size _ d.343/ 4" Pool SS" Angle Fascia Date Owner/ Buyer & Owner/Buyer HOUSE MWI b /' I Penk Screen Roof x _' Insulated Roof x" Date Representative Approved By: Total Investment I' 3. r Concrete/ Pavers C.O. D (Before Install) o y • 3,4 Upon Completion of Installation Permit Fee A ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37. FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE F MATERIALSAND ARE NOT PAID IN FULL HAVE ARIGHTTO ENFORCE THEIR CLAIM FOR PAYMENTAGAINST YOUR PROPERTY, IF YOUR CONTRACTOR OR ASUBCONTRACTOR FAILS TOPAYSUBCONTRACTORS, SUBSUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PA PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ONTHlON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR W ILLTO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES ON AN7 THATYOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE PRO ANY PAYMENTISMADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOUA "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. 0 2007-2014 US Aluminum Services, Corp. All Rights Reserved POWER OF ATTORNEY Date: I hereby name and appoint Of US ALUMINUM SERVICES CORP to be my lawful attorney In fact to act for me and apply to the _=) 0' k9 - Building Department for a _C, &_an J_f permit For work to be performed at a location described as: Section Township Subdivision Range Lot Block And to sign my name and do all things necessary to this appointment. Thiago Davila / CBC1260190 Type or Print Name of Registered or Certified Contractor and Contractor's License Number) Signature of Registere Contractor) The foregoing instrument was acknowledged before me this day of of 20 By Thiago Davila who is personally known to me / who produced N/A as identification and Who did not take oath. State of Florida 1aNvi.0 •. County of Orange o N vc Anri s M N 4c;, jg c .;J EXPIr?ESlC1N"'r218d F"galvr,• Hurd 08. 82 9 Notary Public, Orange County, Florida DESciw-,T'I0,N AS IPUIMSFIED: Lot 175, THORNBROOKF_ PHASE 3, as recorded in Plat book BO, Pogr 1 thru 1, Public Records of Serninc>le County, Florida. 1JOUNOARY r'OR/C'Je7'11i7P1,D 7'0: Ramesh Krishnan Kadal Nagarajan and Rom-yo Mathrubootham; ; nspired Title Services, LLC; First American Title Insurance Corrlpany; Traylor Morrinnn Fi*ome Funding TRACT n (RFCRFArioN/OPEN SPACE) S 1bL- t-c.G 1.Or 174 REC. 112' 1.R. N 00 D09' 24" Or RFC. 1,12• I.R. 1 4596) 40.00' (j 4596) 5.On' LI U) ^ 00 1 0.7' ON REC. 112' I.R. y 4596) u i r. cv p OPO.SFD -= FINISHED SPOT GRADE ELF-VATION PFR DRAINAGE PLANS PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED FF. PER PLANS - 26.8' p 3+• I J,30' A/C r ,tile, r COV'D PORCH "i IT LOT 17.5 S c``QeV1 e JCj C0ve,"e OtVt OL N F TWO STORY GRESIDENCEOF.F.-26.9D' O LOT 176 0 ^ 00 s.00, ] COV D I ENTRY i' DRIVF. 25.20 25,20' 10' UTII., F.SMT. 0. 6' ON w- 126.59' 1i--5' CONCnn WALK _ a8 - RFC. 1/2' LR. ( PC,) B,10 N 0 0 D 0 J' VC. 4 Ir 4.0.00' BIG SPRING TERRACE 50' R,/W) TRACT .4 LOT 4,800 S LIVING 1,467 S GARAGE 455 ENTRY 71 S LANAI 130 11 BREEZEWAY- N/A s DRIVEWAY 40:5 A/C PAD 18 13 WALKWAY 70 S IMPERVIOUS= 54.6 2,623 S 500 2 1' % S sue! rat R/W 440 S APRON Q 110 S SIDEWALK 200 SOD a 130 S PROPOSED INFORMATION SHOWN ARWAYEA 5,240 S BASED ON SUPPLIED PLAN DRIVE513 S AND/ OR INSTRUCTIONS PER SIDEWALK 270 CLIENT( NOT FIELD VERIFIED) SOQ Gfi' U)SY N t L'YT'F'-->S"C07'7' Imo.• ASSOC., INC. - SAND S"t RV.I1_70_R Y FLAT rILLCIP. lfMAI YIPC Ix.. CHr1CN ATIu f, LfCWCIEHNIN.TMI XT IN. 1, 2' UR. ./ILI 45A6 Ri' I'.. PELUVERE.I 4) I. PAIN, I)' lCf+-more PAC. Y11w r1F C1*"ICEWNT i fCHTITtl..0 HLD NAIL L DISK N/ V It1CHT-0"1V I. T ,- IASLW.HT Lf ADS. DRAINMi 0111.. 011.IIY LEti. T(II - PIIL I1t1w (N 1..119. Ax L. ITPICAL POI1(r Or WL">TRSC CLMvArVRt Pj_, L MINT Ur M O1" CAVAnw. HAD, RADIAL. NAL EO1-IUDIAL VP. Vi1?913 IO 1T CALL CALCULATES FAA E*K4W'NT REfS71TMC WIAIQIT ff. rl WEA rLZM 0XV01CH I. SL WrOACK LIHC. eA 5DM IIVMX1. 1. WE SGVUNL AMR OW I VWC 4— VIl) i:. C/D VOIIO PIKE N. 1 ROTE M.11CK K!" \ 1+, T, r< IMIINI O' '-uRVA'IIM. PD1NT ( IF IAWAKV II.% t$4IF?10" NADaIi L AM IEN3TN D Cl)fl TA U[JRI' l. n..._.. CIMD KAND4 Y^ NORTH ._... IHLti' HUILf)INQ/PHGV'FRTY DOES.Nor UE WITHIN NIf tsfAn.Nt4F:D for) YEAR FLCA3D PLANE AS PER 'F-1RM' 011 LEI;_' U &1CKS: FROND - 25' REAR 15' SIDE • = 5. 0' SIDE CORNER - 10' 5400 F. C01.OMAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-14' NOrFS: 1. THE UNDERWNED DUES HEKIM Cf. VY TWIT THIS SUR4f"Y MCE-M THE MINLLNII MWWC41. SrAM114MOS SET FUWN BY INC FL( WKN 804R0 OF PRWESSAN14L LAND SURVEYORS RJ CtWfM 5J-17 OF THE FLOMD4 ADWRSTRAIIVE CODE. 2. UNLESS E)WEK SSEL WrTH 5URYEYORV SEAL. TWS SLMK"Y ISNOT VAUD AND IS PRE.SEWO FOR INMWAT0111 PURPOSES ONLY, J. 7745 SURVEY WAS PREPARED FROM VU 1EMT)RM4TI0N FURNISHED TO THE SURWYOR. WERE LUY BF OTHER RESTRI( rKINS OR EASEMENTS TENT AfFECr TEAS PROPERTY. 4. ND UNDERGROUND IMPRROVEVWTS EN1E RMV LWATET) UNLESS OINERWISE SHOWN. 4, TEYS SURVEY is EROWED FUR THE SY.XP KNEWOF 11103E CEAMED TO AND SHOULD NOT 6E RELIED UPON BY ANY OTHEH 6. OMEDOXe Y SHOWN FOR THE LOGITIDM OF A~VEME M MfRF.i)N SHOULD Nor 9E USED ro RECONSTRUCT BOUNO4RY LINES. 7. 8EMPoA' CS. ARE FUSED ASSVMID DAr14I ANO ON THE LINT VfOWN AS FUSE DFARTNO (MR.) 6. a& ATKIMS'. IF SYEOMT/, ARE BASED ON EHTKfm CEowr wRRCAL FS/IUM Or ID29, UNLESS 01HERWTSE NOfF0. 9. CERTIFICATE ( W ALIT 047ATAWN Mo. 4,500. _ 5(i11. E E-- I' . 20'--•+ 1 OfL1WN Br: ••• _..._ CEHMIEL) BY: DATE 'ORDER Nu. PEAT PLAN 06-08- 16 foal --It; REVISED PLOT PLAN 06-13-16 2004-16 FORAffl RD fe1jN&1A7fQN1F:LLV . 0N-(18-16 2694-16 FlfN1lEL.EVS. 12-15-16 4 7 R9-- r It 1N ` RE. YTSED rERTIF?('.An(.NJs ONLY 03...23--17 X. CRUSEN EVER. R.L.S. 0 4714 CONTRACTOR: US ALUMINUM DESIGN CRITERIA: APPLICABLE CODES, REGULATIONS & STANDARDS: 13HE 2014 FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23, WOOD AND AA ASM 35 and AA ADM 1 2. ASCE 7-10. Host Structure Exist. SFR WIND LOADS 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604.5: RISK CATEGORY 1. 2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS Existing Covered c REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE Porch 60 1609.3.1 EQUIVALENT BASIC WIND SPEED: 130 APH 09.4.3: B 3. CREENED ROORE FAENCENCLOSURE TAGORYBLE2002.4 FOUNDATION DESIGN FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN 13'-0" SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING OTHER DETERIORATION. SPECIFICATIONS THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: 1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE APPLICABLE: a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING COMPONENTS: i. PORTLAND CEMENT TYPE 1 - ASTM C 150 ii AGGREGATES - LARGE AGGREGATE 314 MAX. - ASTM C 33 iii. AIR ENTRAINING +/- 1 % - ASTM C 260 iv. WATER REDUCING AGENT - ASTM C 494 v. CLEAN PORTABLE WATER vi. OTHER ADMIXTURES NOT PERMITTED b. METAL ACCESSORIES SHALL CONFORM TO: i. REINFORCING BARS - ASTM A615, GRADE 60 ii. WELDED WIRE FABRIC - ASTM A185 c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT PERMITTED. d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3 INCLUDING HOT WHEATHER RECOMMENDATIONS. a. MOIST CURE OR POLYETHYLENE CURING PERMITTED. f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE FBC. g. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER. 2. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY. 3. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. 4. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. 5. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER 6. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES. 7. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC R4101.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. 8. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC. 9. DOOR LOCATION SHALL BE DETERMINED BY CONTRACTOR IN THE FIELD. 10. ROOF BRACING SHALL BE A MINIMUM 2"x2"x.050". 11. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPDXY TO DECK OR GROUT TO DECK W/3000 PSI GROUT WITH BONDING AGENT 12. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE OR EQUAL) TYP. ALL LOCATIONS SCALE:NTS 1-GENERAL NOTES AND SPECIFICATIONS THE STRUCTURES INDICATED HERIN ARE DESIGNED TO BE INSTALLED WITHIN MASONRY OR WOOD FRAME HOST STRUCTURES OF ADEQUTE STRUCTURAL CAPACITY. THE CONTRACTOR SHALL VERIFY THAT THE HOST STRUCTURE IS IN GOOD CONDITION AND OF SUFFICIENT STRENGTH TO SUPPORT THE PROPOSED ADDITION. 2-ALUMINUM EXTRUSIONS SHALL MEET THE STRENGTH REQUIREMENTS OF ASTM B221 AFTER POWDER COATING. 3-ALL ALUMINUM EXTRUSIONS ARE TO BE A MINIMUM 6063 T6 4-DESIGN STATEMENT THE INDICATED SCREEN/GAURD RAILING SYSTEMS USE LOADS FROM SECT 1607.7 OF THE FLORIDA BUILDING CODE 2014-5TH EDITION Existing Lintel x2 Updght x 2'/," TAPCONS = EVERY 6" FROM :1 : CORNERS AND UPRIGHTS/ 24" O.C. IN FIELD 10x'/.' Fasteners - 2" from ends and every 12" O.C. (max) Ll 1x2 (TYP) a I N X N F-1 TYP).... 0 2x2. x 2 '/."TAPCONS = EVERY 6" FROM CORNERS AND UPRIGHTS/ 24" O.C. IN FIELD I Foundation N TYPICAL ATTACHMENT (UNDER WALL) 1x2(TYP) FRONT RECORD COPY 1x2 (TYP) W a Nx R 60 ON v, 1 x2(TYP) 8'-6" N C_O o Z)'2 a E7 _ u o Z ' a1 C N irJ co oU REVIEWED FOR CODE GOMPLIANCE PLANS EXAMINER Ia 1 — DATE is co SAN : LQI Q_iVISt0 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SET ASIDEANYOFTHEPROVISIONSOFTHETECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE1UILDINGOFFICIALFROMTHEREAFTERREWIRING ONRUORCSTCT04VIOLATIONS OF THIS CODE NEW SCREEN WALLS LANAI UNDER 2" x2"CAPRIEACH LE L (2TEK 1# 10 x'/. EXISTING COVERED PORCH TEEG J LDING # 1% — 2 1 0 0 W x 2'/." TAPCONS = EVERY 6" FROM CORNERS AND UPRIGHTS/ 24" O.C. IN FIELD O g p` NFA, PFPAR Project Information: Style: Screen Walls Color: Bronze Screen: 20120 Screen Door: 1 Door REQUIRED INSPECTION SEQUENCE BP# - 1 BIJILIDING PERMIT Min Max )Ins ection Description., Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour 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) Address: G6L ` '--1AeA ELECTRICAL P.ERM11T Min I Max I Ins»ection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Ins ection Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 1MIEC HANI CAL. P E RM-.1 T Mechanical Rough Mechanical Final NOW 0IIns rctimiu Description Gas Underground 0 4.01 REVISED: June 2014