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HomeMy WebLinkAbout173 Walnut Crest Run; 17-1874; POOL ENCLOSURECITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I J87q 1 Documented Construction Value: $ o Job Address: WC,y)L_c` C1-o_5'f- hu" Historic District: Yes No J Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: P©b1 t'1'1C-1 DSi t Plan Review Contact Person: k&C a1,1_u I,/-) Title: 'P-ey, L' 1- ASt !/ Phone: Fax:1i((S) J3"1::g 1, Email: De VYll 44-i - kS cc aLt-1 1'1 ' n .Cr t Property Owner Information Name -tf p1se [I k=7a'1 , part' H-GY Phone: E21 31 q 0:1 Street: Resident of property? City, State Zip:( Contractor Information Name M A 1 t4'Vl l out VI 9f rIA ce_S L,-" Phone: U n ,--3 Street: D_2( I yo , I,)agl WA_Gn Si . Fax: lA O1 Z13--"1 City, State Zip: n jd(` ( , 3 CC7' State License No.: Architect/ Engineer Information Name: ' Il jV1OLO '1 VI _ V Phone: 13ti1 `.2,GI 1= S'l M Street: UA lk l© \ Q IM Q w l 'I f f Q "J Fax: City, St, Zip: aA Cj2CCd,&- , 3q %(D E-mail: [ Q S! PVI I Q.VJ C • C-cm/l Bonding Company: I v'-A 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. 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: 5t' Edition (2014) Florida Building Code 7 mil, iaS 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. C ./,I I . J-1 Z_U I I --- Signature of Owne-r/Agent Date Tam Pin PrintPrint Owner/Agent's Name Signature of Notary -State of Florida Date Katrina Charlton IN = Commission 0 GGOM7 Expires: August 21, 2020 bonded thrill Aaron Notary Signature of Contractor/Agent Date k l("t Z32 V'[ Print Contractor/Agent's Name Si Date KATIE M QUhhN lv1Y COiVIMISSION # PF218482 EXPIRES April 08. 2019 i GNU. Owner/Agent is Personally Known to Me or Contractor/Agent is t/Personally Known to Me or Produced ID Type of ID F L p L- Produced ID Type of 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% 1-7 UTILITIES: ENGINEERING: COMMENTS - FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: QC-' 30' I Ok to install 40' x 32' (1,280 SF) pool enclosure on existing pool deck as shown on plan. Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE Rip# 1-1 , C S,'1 q BuiLID.ING PERMIT Min Max Ilns ection Deser i tion 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: In --, WA%-j lJ0r C T-9; EL ECTR CX-L.PEPLM] T Min X Ingection Description Electric Underground Footer / Slab Steel Bond Electric Rough T. U.G. Pre - Power Final Electric Final FictkY 6.',h".*} 147 w,96. T19.".Mb w, ',b68.z d.s,rrP". ?.r.w.t'"++b.r.fr'wi.1:{.rt .E+ »R`Ar+. Min Max Inspection Descr i ti®n Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final I A1 I7ECAL `] EJRMUT, Min Max Inspection Descr i tion Mechanical Rough Mechanical Final 1D' 1[irn Max InsRection Deser i tion Gas Underground Gas Rough Gas Final REVISED: June 2014 Dar1d J Mson, CfA se.c ccx v, wtoR Parcel Information Property Record Card I'` Parcel: 22-19-30-502-0000-1210 Owner: RIMMER JOSEPH S & SUSAN R Property Address: 175 WALNUT CREST RUN SANFORD, FL 32771 Value Summa Parcel 22-119-30-502-0000-1210 Owner I RIMMER JOSEPH S & SUSAN R-- Property Address 1175 WALNUT CREST RUN SANFORD, FL 32771 Mailing 175 WALNUT CREST RUN SANFORD, FL 32771 ! Subdivision Name Tax PRESERVE AT LAKE MONROE District S3-SANFORD -WATERFRONT REDVDST v -- I DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2006) Legal Description LOT 121 PRESERVE AT LAKE MONROE PB62PGS12- 15 Taxes 2 117 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 195 733 $187 186 Depreciated EXFT Value 12 286 $12 802 Land Value (Market) 34,000 $34,000 Land Value Ag JusUMarket Value "" 242 019 $233,988 Portability Adj Save Our Homes Adj 63,065 $58,715 Amendment 1 Adj P& G Adj 0 $0 Assessed Value 178,954 $175,273 I Tax Amount without SOH: $3,877.07 2016 Tax Bill Amount $2,700.09 Tax Estimator Save Our Homes Savings: $1,176.98 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value I Exempt Values 1 Taxable Value SJWM( Johns Water Management) 178, 954 County50,000 " _ 128,954 County General Fund 178,954 50,000 128,954 Schools 178,954 25 000 153,954 City Sanford 178,954 50,000 128,954 I Sales Description j Date -- Book Page _LAmount Qualified Vac/Imp WARRANTY DEED 3/1/2004 05259 0746 $220,800 Yes Improved Find Comparable Sales Land Method ! Frontage Depth Units Units Price Land Value LOT 1 -- _ -- -- -- $34,000_00 _ -- $34,000 j Building Information Is Bed/Bath count incorrect? Click Here. _ 1 Year Built T Description Fixtures I Bed ( Bath Base Area Total SF i Livinq SF Ext Wall Adj Value j Repl Value j Appendages Actual/Effective I 1 SINGLE 2004 13 4 3_0 1,532 4,081 3,479 CB/STUCCO $195,733 $205,494 FAMILY FINISH Description Area UPPER 1947.00 i U.S. Aluminum Services 2211 West Washington St, Orlando, FL 32805 - 407.237.3128 Boca Raton, FL 33498 Palm Coast, FL 32137' Clermont, FL 34711 Phone:561.892.1644 Phone:386.868.4187 Phone:352.366.4699 Customer: I C r,:f f` Pr d Address: u, Subdivision: Gate Code: Corp. Fax: 407.237.3129 Tampa, FL 33605 Phone:813.600.5327 E-mail: _ Home #: — SALES CONTRACT State Certified Contractor CBC1260190 VAM.0 S-ALUM INU M.COM Work #: Mobile#: Fax #: s• reen Enclosure Insulated - 3" 4" 6" 8" 16" 24" 36" Vinyl 4" Concrete Slab Sqft Thick Pavers Sgft Pool Enclosure Fan Beam QTY Concrete Smooth woodgrain Acrylic Concrete Overlay Slab Sgft Thin Pavers Sqft Screen Room Pan Roof Board In ated KP 2' 3" Glass Footer 8"xs" a"xt2"Lnh_ Travertine/Tile S ftq Sun Room Skylights QTY Clear Grey Bronze Acrylic Finish Color Color Carport/ Patio Cover Shingles Color Threshold s k' Horizontal Sliders 2" Deco Drain Lnft- Size Porch/LanaiPorch/Lanai 3 tab Architectural Pet Door Qry_ SP LOW-E INS 3'x4' Door Pad Qty Pattern Rescreen/Repair Pergola/Lattice Shade SM MD LG XL Stucco Kneewall Coping Lnft Fence Color Other Color fir---''^>• y. 1 r Dome Style Mann' 1s aici Style Gable Style Shed Style i I A - Frame Studio Existing Deck: Concrete Pavers Tear Down Sqft Type: -- Grass Removal Sqft k oncrete/Pavers Removal Sqft Special Instructions tC HOA Exists- ®YES NO Responsible for App HO Homeowner is required to submit HO approval/denial letters to US All min prior to start of work. Estimated Completion Da Disclaimer. Dale may vary H- due to weather, manufac mr back e Bronze d 18 x 14 "[Single Door - 36" r 48" Qty #V.tter Ln White 20 x20 Double Door Qty_ Super Gutter 5,b 7' Lnft Sun Screen _PCA Door oty Seamless Gutter 6"or 7" Lnft_ t- U. W Pet Screen Custom Door Qry_ FLGlass Key Lock Tasman Super Screen Full View Other __ Sliding Glass - Garage Door 4-track ize Height - from botto of door: St, 3/4" Pool55" Please check one: To Wall Attachment 7!F M To Soffit Attachment O.H. Size _ Angle Fascia Payment is due in full at the lime of c pletion of work or u n passing the building department's final inspection. A finance charge of 1 1/2% per month shall be applied to all accounts not paid in full within 10 days of due dale. II material will r ain the property of US Aluminum Services until payment is received in full. Right of Access and Removal is granted to US Aluminum Services in the event of nonpayment pe a terms is contract. The customer agrees to pay all interest and any costs incurred in the collection of this debt including reasonable attorney fees. If the customer refuses to allow US Aluminum Services to begin work or complete work already begun, or to accept materials contracted for, customer agrees to pay liquidated damages of a sum equal to 33 1/3% of entire contract price plus cost of materials and labor already furnished or in progress. I acknowledge that I have read and understand this contract to include items listed on the back of this contract and agree to its terms. Buyer VlmiaMbn Seller- US Aluminum Services, Corp. S/0PrintName) (Subject to approval by Seller) jj Date _DL,u Date f nn 7 Owner/Buye Representative Owner/Buyer Approved By: Total Investment Deposit 5 b / Concrete/Pavers C.O.D (Before Install) 5 I r Upon Completion of Installation J 7 Permit Fee ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHTTO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY IF YOUR CONTRACTOR ORA SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUBSUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAYALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILLTO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA's CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. 2007-2014 US Aluminum Services, Corp. All Rights Reserved Permit Number: Folio/Parcel ID #: Z - I - 3 "6 - 0 C), - 1 2 f o Prepared by: n r .tom, Return to: 2211 WestaS inn On btreet Orlando, FL 32805 111111111IIf stile ffill QIf'.e r"fir =lit .... GRANT MALOYr SEMI aOUR.."fOLE COUNTP4f'1'F'tQL.LE:F. CLERK OF CIRCUIT BK 3933 I's 21:11:1 (1F'9S) CLERK' S 4 201,71362636 r9 I'i9 RECORDED 1.16/21/?iJ1, r 12 ° RECORDING FEES $10.00 RECORDED Ply tamith NOTICE OF COMMENCEMENT State of Florida, County of [.t2cS i 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. 1. Description ofproperty (legal desjription of the property, and street address if available) 2. General description of improvement 3. Owner nation or Lessee information if the Lessee contracted for the improvement Interest in Property Name and address of fee simple titleholder (if different from Owner listed above) Name Address 4. Contractor US AlumInLim Services Corp. Name —2Ty 1 Wast WBShI ;St2F1 Streqt Telephone Number L/(l7 a 3 7 30-Y" Address 5. Surety ( if applicable, t t bond is attached) Name 07- Telephone Number Address Amount of Bond $ 6. Lender Name 0 A— Telephone Number Address 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7, Florida Statutes. Name___ Telephone Number Address 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lfenor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address 9. Expiration date of notice of commencement (the expiration date will be 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 I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE t0RDED AN POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT UR LE R OR AN TTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 17 t ture of er or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager —Signatory's Tille/Ofce The foregoing instrument was acknowledged before me this L day of by man year name of person as for Type of authority, e.g., officer, trustee, \/ajttorney in fad Signature of Notary Public - State of Florida Personally Known OR Produced ID Type of ID Produced Name of party on behalf of whom instrument was executed r,i 1 CJ S i CERTIF!QF ENE C RCt) 1 0 ;,..:. C`ERK . eSRQLETi FLQRtpA Print, type, or stamp commissioned name of ItlotaIr y'pv i QU I ` SFP 11jd OEPOSV i KATIE M QUEEN I MY COMMISSION 4 FF218482 J EXPIRES April 08. 2019 FloddaNu:a . Sw: iU; gun Form content revised: 01/23/14 Date: I hereby name and appoint POWER OF ATTORNEY T,4o-4--SU-0V rlerc g Of US ALUMINUM SERVICES CORP to be my lawful attorney In fact to act for me and apply to the Building Department for a ?DO t- -A c- Ay -2, permit For work to be performed at a location described as: Section Township Range Lot Block Subdivision 9- r V\ Owner of Property and Address) And to sign my name and do all things necessary to this appointment. Thiago Davila / CBC 1260190 Type or Print Name of Registered or Certified Contractor and Contractor's License Number) Signature o egistered or Certified Contractor) The foregoing instrument was acknowledged before me this J—— day of A Le 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 County of Orange Qj v My 1,0:v,Jk I,,:JON » 213a82 I 08 2019 cnP, [ s Ap, Notary Public, Orange County, Florida Seal LEGAL D£SCRIPPON: LOT 120, SERVE AT LAKE MONROE, ACCORDING THE PLAT THEREOF, AS RECORDED IN T BOOK 62, PA GE(S) 12-15, OF THE 3LIC RECORDS OF SEA41NOLE COUNTY, FLORIDA. i WALNUT CREST RUN VFORD, FL. cobblestone TI TLE SER% ICES. LLC. ur Bridge to Successful Closings! 10114 or Sul-Avving, Inc. Spec Lid -zing in Re ide7ma _ .. - c.ring ' L B .%',). 73'1 143 Villa Di Este Terrace #113 Lake Mary, FL 32746 Bice 407-330-9717 or 407-330-9 716 Fax 407-330-9775 iri c.lolig.cun erinl;.corri IWN BY. CHECKED BY.. BRETT Pym7m TO. LA BRENTON & STEPHEN BRENTON BBLESTONE TITLE SERVICES, LLC. ST AMERICAN TITLE INSURANCE COMPANY ERISAVE MORTGAGE CORPORATION IMLINITY NO: 0289 IEL SUFFIX F.I.R.M. DATE 60 F 09/28/07 SOD ZONE: V£Y NO. FlELD DATE 7486 07/29/14 1 oundcry purvey APPROVED PLAUS r.'P}r% f,.r7r - Ok to install 40' x 32' (1,280 SF) pool N enclosure on existing pool deck as shown L_ on plan. CURVE TABLE CURVE RADIUS LENGTH DEL TA C-1 1 125.00' 1 53.66' 243542" New Pool Enclosure 10 h X a I WY -1C 25' BERM LANDSCAPE ESMT LOT 7 PLAT OF THE FLORIDA LAND AND COLONIZATION COMPANY'S CELERY PLANTATION P. B. 1, PG. 129 6.92' (P) 5 K NARCIMS AVENUE 30' Rr/W) A/C - AIR CONDITrONER b - CENTRAL ANGLE BLK - BLOCK C.B. - CHORD BEARING CB.S. - CONCRETE BLOCK STRUCTURE CM. - CONCRETE MONUMENT CONC.- CONCRETE 0-DEED D.E. - DRAINAGE EASEMENT E - EAST F.F.E - FWIShtM FLOOR ELEVATION FND - FOUND ID. - IOENTIF7CA 77ON I.P. - IRON PIPE I.R. - IRON ROD I.R.C. - IRON ROO d CAP L - ARC LENGTH L.B. - LAND SURV£YWG BUSINESS LS - LAND SURVEYOR M - MEASURED N - NORTH N&1 - NAIL AND DISK P - PUT P.C. - POINT OF CURVATURE P.C.C. - POINT OF COMPOUND CURVATURE P.C.P. - PERMANENT CONTROL POINT P.L - PROPERTY UNE P.O.B. - POINT OF BEGINNING P.C.0 - POINT OF COMMENCEMENT P.O.L. - POINT ON LINE P.R.C. - POINT OF REVERSE CURVE P.R.M. - PERMANENT REFERENCE MONUMENT P. T. - POINT OF TANGENT R - RADKIS RA - RIGHT OF WAY SIDEWALK S - SOUTH U.E - UTIUTY EASEMENT W - VEST WF.S - WOOD FRAME STRUCTURE Q - SET 1/2- LR.C. PSM LB17371 RIGHT-OF-WAY LINE st CENTERLWE BARB VlRE FENCE 0000 FENCE CHAIN UNK FENCE PLASTIC FENCE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF WALNUT CREST RUN BEING N09*0641 "E PER PLAT NOTES 1) This survey is based on the Lego' description as provided by the Client 2) This Sur»yw has not abstracted the land shown hereon for eoaemen ts, rights / .oy or reetrlct'ans of record which may affect th itle of the land 3) Do not recon ruct prop lines from busding ties 4) No tooting overhangs ho located except as show 5) No unproven bar utiities h been locoted except as shorn 6) Not volid wi t a signature and a cuthentkated electronic or the orignd rai seal of a Florida Ifcensed Su and Mapper Certliklation: I rtlfy that as mo e u drection and th t ! ink -nu technical staxkrds set forth by a Pro - d and Surveyors and Mappers 6 GT7-6, A inWrotive Code, an Sec rt7gn147 02 , Statutes: L No. 5144 Stave of JON M. SHOEM R P. S.M. NO. 5144 , CONTRACTOR: US ALUMINUM RECORD COPY 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. 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 REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEED: 130 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B 3. SCREENED ROOF ENCLOSURE TABLE 2002.4 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 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 3/4 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 Al85 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. e. 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 O N N 0 i 43'-0"_ I 7'-6" I 0 NEVI/ POOL TYPI DOME ROOF Host Structure/ Exist. SFR Existing Covered Porch El Overhsn I o I I I I C I I n N I I I o I I 7" Super 2x2 TYP Gutter 2x2 TYP a IL Q. IL Q. ay NN N tV a iV N 2x2 TYP Z. 2x2 TYP r I I I I I ___4 Existing Pool s 6'-8" 6'-8" 6'-8" 1 6'-8" 1 6'-8" Deck To Remain 40'-0" MT_ 2x2 TYP y y X' 2x2 TYP 1 x2 TYP 40'-0" 5gAj1EQR© BUILDI.-Q DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TC BE ALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETASIDEANYOFTHEPROVISIONSOFTHETECHNICALCODES, NOR SHALL ISSUANCE OF A PERINAITHEBUILDINGOFFICIALFROMTHEREAFTERREQUIRINGACORRECTIONOFERRORSINPLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 61 o v Z C7 o S I 7'_g" I 1 7 - 11'-0" REVIEWED FOR 00DE COMPLIANCE PLANS EXAMINER G ' -ig_ -"I— DATE Project Information: Style: Dome Color: Bronze Screen: 18/14 Screen Door:2 N 0 0 0 0 u.i a 0 i2 m C0 LUI nti0N d m O 0 0 1 BEAM BEAM t o o 001+ + 100001100 2" x 2" Receiver w/ #10 x %' Tek Screws @ Each Side — See Cha IL Beam Size Knee Brace Length Knee Brace Size of Screws 2x4 2ftupto5ft 2x2Or2x3 4Or6 2 x 5 2ftupto5ft 2x2Or2x3 4Or6 2x6and up 2ftupto5ft 2x3 6 2x9. 2ftupto10It 2x4 2x10 2ftupto10It 2 x 4 and Above 6 KNEE BRACE DETAIL FRONT WALL) I M inirwm Screws Each Side Fasteners # 10 SMB # SCREWS 2x4 6 2x5 6 2x6 8 2x7 12 2 x 8 14 2x9 16 2 x 10 18 2" x 2" angle each side w/ (2) 10 x %" Tek Screws and (1) 1/ 4" x 2'/V Tapcon 1 x 2 (O.B.) to have'/\ x 2 ''YV Tapcons @ 24 O. C. IV O g x N O SUPER O GUTTER 0 2" x 2" Angle w/ (4) #10 x %" —/ Tek Screws each side BEAM TO GUTTER/ KNEE BRACE DETAIL 10 x 2" SMS @ 24 O.C. 00, 0 jBEAM 001 00. 210 x %" TEK EL N. . Purlins to use screw bosses 4) #10 x 2" SMS Chair rails to use screw bosses — (4) # 10 x 2" SMS 2" x 2" angle each side w/ (2) 10 x %" Tek Screws and (1) 1/4" x 2 ''/4" Tapcon Host Structure Strap I Super Gutter I Strap I Super Gutter I Strap 2 2" x 4" Angle Strap behind and b/w beams w w/ ( 3) #10 x %" Tek Screws to the gutter and w CO (2) # 10 x 2" SMS to fascia board Co GUTTER STRAP DETAIL PURLIN 1" x 6" x 1/ 8" Flat Bar 2) 1/ 4 x 2-'%" Tapcons 1/ 8" O /2 Cable Q o ZINDBRE jmFOUNDATIONwr w/ ( 2 TEKch sid CABLE DETAIL WINDBRACE DETAIL 10 x 2" SMS @ 24 O.C. PVR tN \ 00 00 1 x 2 (O.B.) UPRIGHT 4" x 2- 4 2" x 4" Flat Bar w/ Tapcons @ 4) #10 x'/" TEK 24" O.C. 2" x 2" angle each side w/ 2) #10 x %" Tek Screws and (1) 1/4" x 2--'/'/\on 00 1 x 2 (O.B.) to have I Foundation Foundation '/4" x 2 '/4" Tapcons @ Foundation 24 O. C. BEAM/ UPRIGHT DETAIL SIDE WALL/ PURLIN DETAIL SIDE WALL DETAIL Ijj/ o N O: C0 u1 Lull Z 0 r en u C-0 Q 7 " r`nUJI n m 0 11 1110U ca 0 J co 00 J m rn o c q F— M Z Z < 00 Q U LLIJ J O LO WQ i Z W M o 0 o Z` O o W Q J o oo5 = T Vim, 0 Q U lat y O LL. N W LOc^i O Z Z co 0 H w r` Q U rV Or_ M D LL N M cZ G W Z 1 O: 0 LU Of W 0 0 O o 0 a wt-r1 Z Z:)w CO r- i tN Z W SHT. 2oa