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621 Grovewood Ave (2)
CITY OF 0 1 2018 Building & Fire Prevention Division S01DT-% _ PERMIT APPLICATION FIRE DEPARTMENT � Application No: _ Documented Construction Value: $ 10,900.00 Job Address: 621 Grovewood Ave Historic District: Yes❑No ✓❑ Parcel ID: 10-20-30-505-0000-0240 Residential ✓❑ Commercial❑ Type of Work: New[] Addition ✓❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Screen Room w/ Solid Roof & Electric Plan Review Contact Person: Billy Walter Phone:407-678-0500 Fax:407-678-0500 Title: Email: main@superior-fl.com Property Owner Information Name Charles Tobin Phone: 407-310-3444 Street: 621 Grovewood Ave Resident of property? : yes City, State Zip: Sanford, Fl. 32733 Contractor Information Name Superior Aluminum Inst.- Tim Orie Phone: 407-678-0500 Street: 3005 Forsyth Road Fax: 407-678-5560 City, State Zip: Winter Park, Fl. 32792 State License No.: SCC056770 Architect/Engineer Information Name: Fl. Engineering- Craig Gunderson Phone: 941391-5980 Street: 4456 Tamiami Trail- Suite B14 Fax: City, St, Zip: Port Charlotte, Fl. 33980 Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6tn Edition (2017) Florida Building Code Revised: January 1, 2018 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 iss . 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 of Owner/AS= Date Print Owner/Agent's Name -2, Signattae ofNotary State ofFl Date MY COMMISSION # GG 127357 l EXPIRES: Jury 23, 202 I pib1irP696*nally Known to Me or Type of lb �I - Permits Required: Signat&rc of Contractor/Agent Date R e�k co C Pv�I e� Pnm Contractor/Agents Name A J%-,L..6.A1A avvt& 511 e$ Ti-patace ofNotary-State of Florida Date: M+� 4,to"rts. Notary Public State of Florida 5h Ericka J Davis My Commission 00 183805 �Yd; Expires 02/07/2022 own to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY uilding lectrical Mechanical [] Plumbing[] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Gas❑ Roof n Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures. Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads se-1 APPROVALS: ZONING: 3.15-19 Q UTILITIES: ENGINEERING: iIR Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: s W COMMM1NTS: Clr /nSte,& Scru., rr'aorr, wJo, S"Nd roof- to�iea1 hC4dJ1'ail ka Revised., June 30, 2015 Permit Application LIMITED POWER OF ATTORNEY DATE L7117 o /6�,O,(g l hereby tame and appoint William Walter/ Rebecca AWE - Of Superior Aluminum Ins€alla Uaans to be my lawful attorney In fact to act for me and apply to 61 Ina G �.�L,✓ - oe f Y For a Buildint permit for work to be performed At a location as: Section Township mm Range Lot dock Subdivision and to sign my name and do aH things necessary to this appointment. Timothy J. Orie SC CO56770 Print tunnc of edit d cxmawmr and Ikense raurra Sworn to and subscribed before me this day of , A.D. 20 VP( otary Public State of Florida ricka J Davis +� Y My Commission GG 183805 jay Expires 02/0712022 fly COMMiSSiGn Expi. 2,1 VIZ, L CITY OF • ORDtiter FIRE f,r . DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 500.00 Job Address: 621 Grovewood Ave Historic District: Yes❑No ✓❑ Parcel ID: 10-20-30-505-0000-0240 Residential ✓❑ Commercial❑ Type of Work: New❑ Addition ✓❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use❑ Move ❑ Description of Work: Electrical to Hang Fan Plan Review Contact Person: Billy Walter Phone: 407-678-0500 Fag: 407-678-0500 Title: Email: main@superior-fl.com Property Owner Information Name Charles Tobin Phone: 407-310-3444 Street: 621 Grovewood Ave City, State Zip: Sanford, FI. 32733 Resident of property? : yes Contractor Information Name Richard Horn fib Phone: 407-295-9500 Street: PO Box 2549 Fax: City, State zip: Goldenrod, FI. 32733 Name: Street: City, St, Zip: Bonding Company: Address: State License No.: EC 13002630 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 611 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application SCPA Parcel View: 10-20-30-505-0000-0240 Page 1 of 2 flpmL Property Record Card Parcel: 10-20-30-505-0000-0240 `.XWJDDA Property Address: 621 GROVEWOOD AVE SANFORD, FL 32773-7443 Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $142,974 $127,698 Depreciated EXFT Value $600 $600 Land Value (Market) $30,000 $25,000 Land Value Ag Just/Market Value ** $173,574 $153,298 Portability Adj Save Our Homes Adj $62,304 $44,317 Amendment 1 Adj $0 P&G Adj $0 $0 Assessed Value $111,270 $108 981 Tax Amount without SOH: $2,131.00 2017 Tax Bill Amount $1,287.00 Tax Estimator Save Our Homes Savings: $844.00 * Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 24 GROVEVIEW VILLAGE 1ST ADD REPLAT PB 26 PGS 4 TO 6 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $111,270 $50,000 $61,270 Schools $111,270 $25,000 $86,270 City Sanford $111,270 $50,000 $61,270 SJWM(Saint Johns Water Management) $111,270 $50,000 $61,270 County Bonds $111,270 ��$50,000 $61,270 i Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 10/1/2013 i 08154 i 0147 $152,000 Yes Improved WARRANTY DEED 6/1/2013 08065 1976 $78,000 No Improved WARRANTY DEED 6/1/2006 06348 0839 $215,000 Yes Improved WARRANTY DEED 6/1/2006 06348 0836 $215,000 Yes Improved WARRANTY DEED 9/1/1999 03743 0560 $88,500 Yes Improved �I WARRANTY DEED 11/1/1983 01499 1 1184 $58,400 No Improved Find Comparable Salles Land http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=10203050500000240 4/30/2018 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 an 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. 3-z- Signature of OwncdAgeat Date Li . 'a Print Owner shame Signature ofNotary*-State of der Dace E BRANDON HASTINGS NY COMMISSIONMGG127381EXPIRES: July23,2021 to Me or ProducedType of . SignSignirA of Cont actortAgeat Date R9,bcc. N;Ies Print Contrecmt/AgertF3 Name Notary Public State of Florida Ericks J Davis g My Commission 00 163805 or w Expires 02/07/2022 Contractor/Agent is ✓ Persorially`iGown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Buildinga0 :Electrical ❑ IvEecltauical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: ��Zi�eu tell 1�`� Revised. June 30, 2015 UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: Permit Application POWER OF ATTORNEY Date: 4 v -� e I hereby name and appoint WILLIAM WALTER REBECCAAVILES JENICE HASTINGS of #1 R&R ALLSTAR ELECTRICAL to be my lawful attorney -in -fact to act for me, and apply to the Division of Building Safety for a Electrical permit for work to be performed at a location described as: _ 0000 00 0 Parcel ID #: SectionLO Township-90 Ranga-�0 Subdivision_`P-3 Block Lot (15 Digit Parcel Number) % ` Subdivision Name: �� nun ��, �,J �l//.4%�� /.J7 Ali� Owner of Property: Project Address: City 11 �Ur Zip Code: and to sign my name and do all things necessary to this appointment. Ric a d Horn EC13002630 (Co Jac or Name) ( pe or Print) (Contractor's License Number) (Cont actor ignature) The foregoing instrument was acknowledged before me this L day of�� of 20_J& bygiolywdHorn who is personally known to me or who produced as identification and who did not take an oath. I E1'1&a 1 i Notary Public (P int name) otary Public (Signature) SeE=, tate of FloridaWON iBn 0(3 ;93005022 GRANT MALOYr SEMINOLE COUNTY THIS INSTRUMENT PREPARED BY: CLERK OF CIRCUIT COURT & COMPTROLLER Name: SUPERIOR ALUMINUM— Billy Walter BK 9099 )''s 1944 (1Pss ) Address: 3005 FORSYTH ROAD CLERK. r S t 2018034046 RECORDED 03/28/2013 t.11:21:24 i�'M WINTER PARK, FL. 32792 RECnRDING FEES s1CI.00 RECORDED BY .ieck�nro NOTICE OF COMMENCEMENT Permit Number. Parcel ID Number. 1o•Zo •So • S•S 0=640 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. DES�P71 N OF PROPERTY: (Legal description of the property and street addre'ssl IT� ilkble) keft o -VA 2. GENERAL DESCRI ON OF IMPROENT' � 3. -OWNER INFORMA^TO�N O_``R'L__ESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: _w% TOb ►r% \7,t �t; p ale r+ooa. f t . CJ�—�• �e�. tii..7Z,���j Interest in property: Owner Fee Simple Title Holder of other than owner listed above) Name: N/A Address: N/A 4. CONTRACTOR: Name: SUPERIOR ALUMINUM Phone Number. 407-678-0500 Address: 3005 FORSYTH ROAD WINTER PARK, FL. 32792 5. SURETY (If applicable, a copy of the payment bond is attached): Name: N/A Address: N/A Amount of Bond: N/A S. LENDER: Name: 'N/A Phone Number. N/A Address: N/A` 7. Persons withinrthe State of Florida Design' led by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: N/A Phone Number. N/A Address: WA 8. In addition, ONner designates N/A` of N/A to receive a cooy of the Uenor's,Notice as provided -in Section 713.13(1)(b), Florida Statutes. Phone number: N/A 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OtNNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF. THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND- POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.. IF YOU INTEND TO -OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ' (8i ¢l�rrotOrrnerorte¢see o OwYersordCesse'rai lr r Afar eandP%vide, ignaigryyt Ne ice O %a�Y_—eRcer/DreaorrP¢nne[(F�ana9z R§#� +..acartssea..teC state of�County of The foregoinginstrument was acknowledged before me this day of by LU Who is personally known to me ❑ OR j n Nerne or person mearg netement who has produced identificationKtype of Identification produced: wuCQZZI ...........-)IBRANDON HASTINGS t,...�' MY COMMISSION # GG 127367 O 2 ` EXPIRES: July 23, 2021 w < dF F�:Bonded Thru Notary Public Underurtitem w � � W 4,,,,N. lJ V Q Property Record Card Parcel: 10-20-30-505-0000-0240 Property Address: 621 GROVEWOOD AVE SANFORD, FL 32773-7443 SUnt l UR 5[�s; co.riTv, ai.�av� l Parcel Information Save Our Homes Adj $62,304 $44,317 Amendment 1 Adj $0 P&G Adj $0 $0 Assessed Value $111,270 $108,981 Tax Amount without SOH: $2,131.00 2017 Tax Bill Amount $1,287.00 Tax Estimator Save Our Homes Savings: $844.00 ' Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 24 GROVEVIEW VILLAGE 1ST ADD REPLAT PB 26 PGS 4 TO 6 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $111,270 $50,000 $61,270 Schools $111,270 $25,000 j $86,270 City Sanford —� $111,270 $50,000 $61,270 SJWM(Saint Johns Water Management) $111,270 $50,000 ' $61,270 County Bonds $111,270 $50,000 F $61,270 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 10/1/2013 ( 08154 j 0147 $152,000 i Yes j Improved 11976 WARRANTY DEED 6/1/2013 08065 $78,000 No Improved WARRANTY DEED 6/1/2006 106348 10839 $215,000 Yes Improved WARRANTY DEED 6/1/2006 --�-06348 0836 $215,000 Yes Improved WARRANTY DEED M 9/1/1999 i 03743 00-560 9 $88,500 Yes Improved WARRANTY DEED 11/1/1983 ( 9401 1184 I $58,400 No ImprovedY Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 i 1 I $30,000.00 1 $30,000 Building Information Is Bed/Bath count incorrect? Click Here. # I Description I I Fixtures I Bed I Bath I Base Area I Total SF I Living SF I Ext Wall I Adj Value I Repl Value I Appendages Fax: 407.678-5560LkyzrL qb.. Gro,4 Toll Free:1-800-247MAIN OFFICE.-6768 �I FL Reg. # RX11067027 3005 Forsyth Road FL Lic. # SCCO56770 ER Winter Park, Florida 32792 (407) 678.0500 ALUMINUM INSTALLATIONS, INC. Sales, Installation, Show Room job_ Order No. Primary Phone 40'1 .34 � �� ' SIAL Referred By:f too Date 2 �° �S . Secondary PhQne This is a contract between Superior Aluminum Installations, Inc_ . d _ Lc v i � (the Customer), who resides at �1ZA ro✓+t✓v✓ooa `7a• c�cd mil. �I„32't'i't'S As used in this contract, the: words seller, we, us, and our refer to Superior Aluminum Installations; Inc. and the words you, your and buyer refer to the Customer. Measurements and dimensions, are approximate for purpose of determining price. All dimensions, shown are, intended to be exterior (outside) dimensions. Final dimensions are subject to modifications to conform to standard factory fabrication; engineering, and 'building code. We Agree10 fumish al€ labor and material necessary to Install the fiollowing described: TYPE OF WORK TO BE DONE: ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUB- CONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CON- TRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO 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 THATYOU CONSULT AN ATTORNEY. FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND PAYMENT MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER THIS CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUTTHE RECOVERY FUND AND FILING A CLAIM, CONTACTTHE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: Division of Professions - Construction Industry Licensing Board • 1940 North Monroe Street, Tallahassee, FL 32399-1039, Phone: 850-487-1395 BUYER'S RIGHT TO CANCEL: Homeowner Three Day RightTo Cancel - If you do riot want the goods ardor services as stipulated on this signed contract, you may cancel this agreement by mailing a notice to the seller (Superior Aluminum Installations, Inc.). The notice must indicate that you do not want the goods and/or services and must be postmarked before midnight of the third business day after you sign this agreement. TOTAL 10 • 21CIQ io 1/3 DEPOSIT WITH ORDER Vey 4 i TERMS: CASH or CHECK 1/3 ON CREDIT CARD / FINANCING 1/3 ON INSTALLATION TO INSTALLER 1%0S , s Z WORRKMAt9KMAAR MATERIAL AND � NSHIP GUARANTEED If after going through the normal channel of operations, you are dissatisfied or have any unresolved problems, please call and ask for me personally at407A67-0768 Timothy Orie, President / Superior Aluminium Installations, Inc. THE INSTALLATION WILL BE COMPLETE ON OR ABOUT !�WroK • %-l?- 11`'q P% c LCTA IT IS UNDERSTOOD BY YOU THAT THE FOLLOWING CONTINGENCIES COULD MATERIALLY CHANGE THE ESTIMATED COMPLETION DATE STATED ABOVE: CUSTOMER'S INABILITY TO OBTAIN OR QUALIFY FOR FINANCING; INCLEMENT WEATHER; STRIKES OR OTHER LABOR DISRUPTIONS; NON -AVAILABILITY OF MATERIALS; ENGINEERING; PERMITTING; ACTS OF GOD. BY SIGNING BELOW, YOU ACKNOWLEDGE THAT YOU OWN THE ABOVE PROPERTY AND THAT YOU AGREE TO ALL TERMS OF THIS CONTRACT. THIS CONTRACT IS SUBJECT TO FINAL APPROVAL OF INUM INSTALLATIONS, INC. MANAGEMENT AND SUPERIOR ALUMINUM INSTALLATIONS, INC. RESERVES THE RIGHT TO CAN IS CONTRACT . NYTIME PRIOR TO START OF WORK. Date Satan RA6rasantaNva iArt'+ ,43 Customer REV 8l15 Page 1 of REQUMED !NSPECTION' SEQUENCE Blpff- , IQ- - 2 9, -Den M_ nX, has 2ecbn Description. Footer / Setback Rernwa-11 Foundation/ Form Board, Survey Slab [Mono Slab. Pine our Lintel / Tie Beam / Fill Down Cell Sheathing— Walls- Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco./ Siding insulation Final Final Utility Building - Final Door Final. Window - Final Screen.Room Final.. Pool Screen Enclosure. Mobile Home Building Final. Pre -Demo Final Demo- FinalSingleFamily Residence% Final. Building. (Other) Address-: max__ Electric. Underground Footer /' Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final li WIW Iytnn Max Inspection Descri n Plumbing Underground Plumbing Sewer Plumbing Tub- Set Plumbing Final Max Ihs2ectionn DescrIl] lop Mechanical Rough Mechanical. Final Irmspection.Des-criRtionn Minn Max Gas Underground Gas Rough ibas. Final REVISED: June 2014 t LEGAL DESCRIP77ON: LOT 24, RE•PLAT OF GROVEVIEW VILLAGE R7RST AD0/770N, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 26, PAGES 4-6, OF 7HE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 621 GROVEWOOD AVENUE SANFORD, FL. SOUTHEAST PROFESSIONAL TITLE Long Surveying, Inc. SpeLiali:ing in Revidenlial Suntving" LB Nn 7371 143 Villa Di Este Terrace#113 Lake Mary, FL 32746 Office 407-330-9717 or 407-330-9716 Fax 407-330-9775 ernv-Jougsllrvrping. coin DRANK BY. CHECKED 9r. RSS BRETT CD WXV Tilt CHARLES TOBIN & AMANDA BROSSARD SOUTHEAST PROFESSIONAL TIRE OLD REPUBLIC NATIONAL TTrLE INSURANCE COMPANY ISERIABANK MORTGAGE i 0 94 P.UVEL- SUfFDO F.LR.M. DATE 0070 F 09/28/07 X/ A SURVEY No. FIELD DATE 52733 10/17/13 t�'ounda,-y purvey ,� LR a ao,, tea• ,'O'� � S` A� � Sys •- 00. F E%9 J U LOT 24 s a o'( `f $2' ' N°FROVEA) ijLAi-v- T. O k fp / Ks�/( SCICin roeMvr 40= wail, shad roof 40 '1OA-,Ac; J0,t( CURVE TABLE CURVE RADIUS LENGTH DELTA C—T 75.01Y 46.66' 1 353856- C-2 75.00 30.89' 1 23'35'52' ONE STORY 1621 " 2Zo• 0 210' FND X—Cl/T NO q LOT 25. vQ`i AC AIR =1106LE aft. OOW BEARMo STRUCTURE OCK cgs - CONCRF� l RigawtT owGCODEED NCRM - 06 — DRAINAGE EAS00fiNT E — F.F.E..F.E.— FAM EAST " fLOOR ELEVAAON MONAD CATION _ roENTIFl E Lt _ IRON ROD Ut:C• — WON ROO & CAP L _ ARC LENGTN I.S. — LAND SURVEYING BUSINESS LS — LAND SURWYOR M _ MEASURED N — M NdD — =/r2 AND OfSTf p — pLAT P.Q — PANT OF C1IRVAIURECURYATURE P-cc — POINT OF CWpOUND P.C.P. — pERMANENT CONTROL PANT P.L. — PROPERTYLiNE P a& — POINT OF BEGINNING' P.OG — POINT OF COMMENCEMENT P-OL — POINT ON LINE PARG — POINT OF REVERSE CURVE PR6L — PVWANENT OF TAREFERENCE p,� — = NGENT R — RADIUS RAW - AOF WAY SIDES/Ws — SOUTN U.E — UTIUTY EASENN7 w - NEST 1KFS — WOD FRAME STRUCTURE 0 SET IA, LR.G PSM UV7371 RXHr—OF—WAY LIME CENIOXINE x BARB NPE FENCE WOW FENCE -jam--- CHAIN LINK FEND -4 i '--i i i PLASTIC FENCE BEARINGS SHOWN HEREON ARE BASED UPON I 7HE CENTERLINE OF GROVEWOOD AVENUE BEING S 6127'00" E PER PLAT N07ES: 1) V& surwy b based an the too desrrlpUon as ixoridd by Me cheat 2) ThIs Surrstor hoo not abstracted the lard sheen hereon tar sasanente; rlphts of way or restrktlana of record W" may affect the Ntle or use of the lard 3) Do not reconstruct poperty &W from bus*v Use 4) No AootMp or ow►hmps have bean located except as shown 5) Na hnpronernarts or utiflUes haw bow located except. as shown 6) Not wild without a sVwtaa and the authentloated 01-t nlc sed or the a*hd mkod sea/ of a itertda licensed Surw,or and UgWw cart I eorUty that this, survey under my *wctlonr t and that It anof o ec►A1ygt� ,sf�dvd set vet torby the Boardd o/ Pro L` d WYYtd1Gr_ and Ugppore In Chapter 61017-�-6�a�, by pwava t to Section �i� o :' m L No 5144 F © .e` 51 OF ".a s PRODUCT APPROVAL COVER SHEET CUSTOMER NAME: Tobin CUSTOMER ADDRESS: 621 Grovewood Ave. MANUFACTURER PRODUCT APPROVAL NUMBER Elite Insulated Roof FL 7561 R 4 Product Approval Menu > Product or Application Search > Application List > Applicadm Detail FL # FL7561-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 0 Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 dk@dokimengineering.net Do Kim dk@dokimengineering.net Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@elitealuminum.com Roofing Products Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Englneer orArichibect Name who developed Do Kim, P.E. the Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/30/2022 Validated By CBUCK Engineering El Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL7561 R4 COI Cert of Indeoend n e odf 1709.2 Product Approval Method Method 2 Option B Date Submitted 08/15/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/20/2017 Date Approved 10/10/2017 Summary of Products. FL # Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel, Panels 3"/4"/6"x0.032x11b EPS Composite Panel, 3'/4"/6"x0.024"x2lb EPS Composite Panel, 3"/4"/6"x0.030"x2lb EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R4 II 2017 FBC-Elite Aluminum Coro -Install Instruct.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verined By: Do Kim, P.E. PE 49497 Design Pressure: +80/-80 Other: In HVHZ, not to be used in structures considered. Created by Independent Third Party: Yes Evaluation Reports living areas per FBC Section 1616 unless impact protection is provided. See installation drawing for nominal allowable design pressures and spans. FL7561 R4 AE FL 7561 Evaluation Repo - 017 FBC.Ddf Created by Independent Third Party: Yes under Q Netit Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-3824 The State or Florida is an AA/EEO employer. C2mriaht 2007-2013 State of Florida.:: Privacy Statement :: Accmibiiity Statemerrc :: Refund Statement the Department with an email address which can be made availabie:t*Vm public.? click here . Product ApprovalAmeplum IBM m CrWR�Card C DO KIM & ASSOCIATES9 LLC COMMULTINI3 STRUCTURAL ENGINEERS Florida Board of Engineers Certificate of Authorization No. 26887 Product Evaluation Report Date: August 10, 2017 Report No.: FL# 7561-R4 Product Category: Roofing Product sub -category: Products Introduced as a Result of New Technology Product Name: EPS Foam Core w/ Aluminum Skin Composite Panels Manufacturer: Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 Phone: 800-421-0682 Scope: This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.E. for Elite Aluminum Corporation is based on Florida Department of Business and Professional Regulation Rule 61 G20-3.005 (2) Method 2 (b) of the State of Florida Product Approval. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or updates. Do Kim and Associates, LLC and Do Kim, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code, 6'h Edition (FBC) and where pressure and deflection requirements, as determined by Chapter 16 of the Florida Building Code, do not exceed the design pressures as shown on the approval. ........... ,0 Y. <A 1I0� rruccr 2��` •. :.,.... ' ni�a.Mtiiw /lMWl�dr�m��p,7R11Sipweh9rtN0eeleld O CspxgmtAaxm119dn1A?!(IedwdMllNdtlie .............� �qu0,+!.�iR�fMrfsOMMJldad[OId16 Do Kim, P.E. 7T7A115119153-0IW FL #49497 P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengineering.net Sheet 1 of 3 DO Kim &t AS90CIATES, LLC CONSULTING STRUCTURAL ENGINEERS Suunorting Documents 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code a Edition (FBC), Section 1709.2. 2. Drawings: a. Drawing No. FL-1001 titled "EPS Foam Core Composite Panels", Sheets 1 and 2 prepared by Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E. 3. Testing a. Testing per ASTM E72-05 as performed by Hurricane Engineering & Testing, Inc. (HETI), and reported in test report numbers HETI-05-1988, HETI-06-2104, HETI-06- 2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI-06-2107, HETI-05-1987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI- 06-2072, HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05-1990, HETI-05-1997, HETI-05-2037, HETI- 05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI-05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042. 4. Calculations a. Panel performance engineering analysis for tested loading conditions have been prepared based on comparative and/or rational analysis, prepared, and submitted by Do Kim, P.E. 5. Other a. Quality Assurance Agreement verified with Quality Auditing -Institute, LTD. (QAI Laboratories, LTD.) (FBC Organization #QUA7628). P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengineering.net Sheet 2 of 3 DO Kim & ASS®CIATES, LLC CONSULTING STRUCTURAL ENGINEERS Limitations and Condition of Use 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code Ob Edition (FBC), Section 1709.2. 2. Large and small missile impact resistance has NOT been tested to or evaluated for in this approval. In HVHZ, this product shall be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ requirements are met. 3. Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document and site -specific engineering along with all components noted herein. 4. Use of each product shall be in strict accordance with its Product Approval Evaluation and Limitations of Use. 5. Composite panels shall be constructed using type 3003-H 154 aluminum facings, 1 or 2 PCF ASTM C-578 Dyplast Products LLC brand EPS foam insulation (NOA No. 16-1129.05) adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 6. Elite roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NER-501 approved. 7. This specification has been designed and shall be fabricated in accordance with the requirements of the FBC, composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. 8. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ (L/80 for spans < 12'-0" and L1180 for spans > 12'-0"). 10. All supporting host structures shall be designed to resist all superimposed loads. 11. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage. 12. Size and Span Limitations: a. Composite panels shall be limited to those specific panels listed in the DWG. FL-1001. b. Panel spans shall not exceed those listed in the tables of DWG. FL-1001. P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengineenng.net Sheet 3 of 3 ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 6' x 0,024 x l - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/18.0 L/240. 10 -2 et 4 21", 2085 20 '111 • aa6 1 1806 1806 30 -_a.F3 IS I5J3-" 15.13 40 t3.34 134 13-4. 054 _12,10 I;JD 1 .I :. .I 6G 11 11:1 3 0 14 0.4 741 " 1030 9 GENERAL NOTES L ..tumpositaa pilt"b all 2 biptroot`pa 3. 'Thitapecilii 6*MtW'' ( Chapter 26': 4. illedwfglr bad a,' NO S. Ikiketlanlli In,structures requirtmaac 6. S1J1:ty %c6 :AlamiaumS 7. Testing has I 8: kel rjfco.ta 9. 13aaeritucrpolation'altall tioall 10. Panels with fen beams shall be 3' x 0.032 x 1 - 1_13 EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180.I L/240 10 17 130 6.91 15.9 ffi 1406 1E16 30 1537 14= UWf 036 1 a.7 TIM 92 4' x 0,032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) . L/B6 L/12.0 L./180 L/240. i DO' 11 ] E4 rJAI 1741 U`17 17197 14.87 tE_ 40 IS 4. 4 . 4 �]T16M_4aas r2 4: 1224. 75 70 :IZ4 : 10.49•. - 4• 80 ' 0.93 74- 1. 5 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX, ALLOWABLE SPAN (FT) "L/80 L/I20 L/180 L/240. 10, 124.00- 400 24, frre 2334 1321 : Elet -:90 ,t ..e-ay 1 ,48. 77.02 141 l 1 J4 15,30 9ga: 4;2F: 13.72 7.4E In facings. I or 2 PCF ASTM G578 tatpalter brand EPS Fabrication to be by Elite panel produgsonly in ass A inxerloor.firaW and, load cotuildop>! (inctudipg. S,:d* prdducCa all be.uilcd lancalo tha Hvile lolheauldclinea;Aar I=I ;bnsumi6'rL u 167 HET141S=1002 HRTI- similar panels without fen beams, Deslgn Professionals rally Include part aitasneei6aaaitiwe OIL, SCAL JOINT WITH CONTINUOUS CAULKNG Z 'Z 0000 Y3 OOAO.00OOOOO,OCI ri INTE;L=yIG. CRMES 17r'r7nN OPTIONAL GUTTER OR DRIP CAP SLOPE 4' MAXLViDTH PANEL PL_. {I/A'/FT MIN 00000oo0o0tf0 z . pdQOo'do - 0 tPt Caac ILa;1R 21t: :O�00 00 a o 0 0 0 0 0 0• ALUMINUM BOTTOM FACINGS 00 ODt1 60 LEA, SPAN (L) INSIDC TO INSIDE +---ntt-� o66 ENGINEER OF RECORD TO PROVIDE -00 FOR ROOF CONNECTIONS 6 ADD THICKNESS OF 00 36' MAX IN FRONT 6 25% SUPPORTING STRUCTURE DETAIL BY 'ALL FOR TOTAL p0 o0.. OF PANEL 'iDIM a SIDES THIS OR ANY OTHER ENGINEER PANEL SPAN,' (12, MAX AT SIDES) DO KIM ASSOCIATES, LL CONSULTING STRUCTURAL ENGINEERS PO BOX 100.1E Tamps, FL 33479 I al; t813jew4m 1+ 2 � t" 4�. rJ9i QQy f j g aiK EU o516 � F U LgL WO le om® Ing No. - FL-1 D01 SHEET 1OF1 RECORD COPY R--11 (n 1 II Cc�: FE-�- � 7" SG REVIEWED FOR CODE COMPLIANCE PLANS`SEXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER CDREQUIRING A CORRECTION OF ERRORS IN PLANS, I CONSTRUCTION OR VIOLATIONS OF THIS CODE zo Tobin, Charles #2018-108 621 Grovewood Ave Sanford, FL 32773 Drawn by: Ricardo -11" Cs-1 IL , iau'il' wIL DING SANFORD "A Rya #1 8 - 20 7-8 GENERAL NOTES 1. DESIGN CRITERIA. - APPLICABLE CODES, REGULATIONS & STANDARDS: 1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23 WOOD. 2. ASCE 7-10. & SE17 3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 4. AC1318 CONCRETE REFRENCE MANUAL. 5. PCI PRECAST & PRESTRESSED CONCRETE. 6. AA ASM 35 & AA ADM 1 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: 140 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B 3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4 CONCRETE & FOUNDATION DESIGN: 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 POTABLE 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. 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. IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING & OTHER DETERIORATION. NO ADDITIONAL FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED CONSTRUCTION. 3. WHEN APPLICABLE FOR ATTACHING 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. 4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5 REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/ NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL). 5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE NOTED. ALUMINUM SPECIFICATIONS: 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS OTHERWISE SPECIFIED. ° 2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH #12 SCREWS 6". FROM ENDS & 24" CENTER TO CENTER. 3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". 4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES. 5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH PER FBC. 6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC. FASTNER SPECIFICATIONS: 1: FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS OR BETTER, INSTALLED TO MFG.) 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, AND FASTENERS TO MANUFACTURING SPECIFICATIONS. 3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAG SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE SPECIFIED. 4. 1 "X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED 1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS B. FOR WOOD APPLICATION USE #14X2-3/4"WOOD SCREW AT 24" O.C. AND 6" FROM ENDS. C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK SCREW AT 24" O.C. AND 6" FROM ENDS D. WHERE VX2" INSTALLED THROUGHOUT AN "OPEN VIEW" SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS MASONRY SPECIFICATIONS: CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. ALL MORTAR SHALL BE TYPE M OR S. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT. MISCELLANEOUS: \�:•v� oLL O O�. J (D:w coo Q O•/0/111111100 2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION HAS BEEN ACCOMPLISHED IN ACCORDANCE. WITH MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH THE ATTACHED DETAILS. 3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE" FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. 1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. 2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN THE FIELD. 4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI GROUT WITH BONDING AGENT. 5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE. 6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED RESPONSIBILITIES: 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. LEGEND: (ALL MAY NOT APPLY) SCR = SCREEN KP = KICK PLATE PW = PICTURE WINDOW X = HORIZ. SLIDING WINDOW O = HORIZ. STATIONARY WINDOW DH = DOUBLE HUNG WINDOW SH= SINGLE HUNG WINDOW SIP = SOLID INSULATED PANEL CT = CABLE TIE SG = SUPER GUTTER CS = CLEAR SPAN KB = KNEE BRACE ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 2"x2"x0.044" 2 x 3: 2"x3"x0.044" 2 x 4: 2"x4"4.044" 2 x 5: 2"x5"4.050" OPEN BACK SECTIONS 1 x 2: 1 "x2"x0.044" 1 x 3: 1 "x3"x0.044" SNAP SECTIONS 2 x 2 SNAP: 2"x2"x0.050" 2 x 3 SNAP: 2"x3"x0.050" 2 x 4 SNAP: 2"x4"4.045" SELF MATING (SMB) 2 x 4 SMB: 2"x4"x0.044"x0.100" 2 x 5 SMB: 2"x5"x0.050"x0.100" 2 x 6 SMB: 2"x6"0.050"4.120" 2 x 7 SMB: 2"x7"0.0574.120" 2 x 8 SMB: 2"x8"0.072"4.124" 2 x 9 SMB: 2"x9"0.082"0.124" 2 x 10 SMB: 2"x10"0.092"0.398" NOTE: AS INDICATED ABOVE ALL MEMBER PROFILES ARE INDICATED IN INCHES. w MOUNT 3 x 2 TO WALL WITH ANGLE Cl)Q M Of M x U x x U N (n N (n N 1x3 T-10" °O o 60 r 20'-11" 2x3 r> 2x3 2x3 2x3 2 x 3 of x N U w SCR J Cl) SCR x SCR x SCR X � m N N N 7 N D x U M O 2 x 3 2 x 3 2 x 3 2 x 3 2x3 SCR SCR SCR SCR SCR 1 x 3 1 x 3 1 x 3 1 x 3 1 x 3 1'-1 VI 4'-11" 4'-11" 4'-11" 4'-11" 9'-4" T-10" 1 x 3 7" SG x U U x N (n N DOUBLE 2 x 3 Cl) Cl) Q M Cl x U x U x 2 x 3 _ x U x N (!) N (9 2x3 co IY M Q x U x U x N (n N w rf 1 x 3 8'-8" 04 v Co O LL O 6 ' 00 ;z O w :U o ^� C N uj 0 KICKPLATE PANEL ATTACHED TO WALL ELEVATION EDGE BEAM HEADER F x O SCREEN w USE #8 1/2" SCREW x SPACING 8" O.C. AND WITHIN 4" OF EACH a CORNER O 1"ALUMINUMTRIM p MAY BE ADDED TO Z w - CONCEL SCREWS GIRT GIRT RIGID KICKPLATE PANEL SOLE PLATE CONCRETE FOUNDATION (NO MINIMUM SEPARATION NEEDED BETWEEN GRADE AND KICKPLATE) CORNER DETAIL SIDE WALL TO THE FRONT WALL EDGE BEAM HEADER NOTE #2: USE #10 S.M.S. SCREW WITH 1" EMBEDMENT SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER REFER TO NOTE #2 UPRIGHT PERIMETER EXTENSION REFER TO NOTE #2 GIRT GIRT REFER TO NOTE #2 SOLE PLATE SOLE PLATE CONCRETE FOUNDATION UPRIGHT LOAD PATH WALL FACE SECTION ROOF MEMBER EDGE BEAM CONCRETE FOUNDATION EDGE BEAMJO UPRIGHT &SOLE PLATE TO UPRIGHT DETAIL EDGE BEAM �i (3) #10 S.M.S. FROM EDGE BEAM INTO UPRIGHT WITH 1" EMBEDMENT GIRT GIRT (3) #10 S.M.S. FROM SOLE I I PLATE INTO UPRIGHT WITH 1 1/2" EMBEDMENT CONCRETE FOUNDATION UPRIGHT LOAD PATH WALL FACE SECTION ROOF MEMBER EDGE BEAM U F N � a F N O � x GIRT SOLE PLATE CONCRETE FOUNDATION CONNECTION WITH CONCEALED FASTENERS FROM HEADER TO PERIMETER EXTENSION HEADER (2) #10 S.M.S. FROM INSIDE FACE OF PERIMETER EXTENSION INTO SCREW SLOTS OF PERIMETER WITH 1 1/2" EMBEDMENT NOTE #1: USE 3116" CONCRETE SCREW WITH 1" EMBEDMENT SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER CONNECTION WITH CONCEALED FASTNERS FROM HORIZONTAL GIRT TO THE UPRIGHT PIN SCREW INSIDE UPRIGHT WITH 3/4" EMBEDMENT F x GIRT O GIRT (NO ANGLE CLIPS REQUIRED) (3) #10 S.M.S. FROM INSIDE UPRIGHT INTO SCREW SLOTS OF HORIZONTAL GIRT WITH 3/4" EMBEDMENT \\���(illlllll/CD CV LL _ z O oLLI LLI _ _ o > Z O_ l<'( -0 r /��i � . ' co v • .� (D p • . S, R• W CONNECTION WITH CONCEALED FASTENERS FROM GIRT TO PERIMETER EXTENSION NOTE #1: USE 3/16" CONCRETE SCREW WITH 1" EMBEDMENT SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER w U FGIRT F 0 O (3) #10 S.M.S. FROM INSIDE FACE OF PERIMETER EXTENSION INTO SCREW SLOTS OF HORIZONTAL GIRT WITH 1 1/2" ti " EMBEDMENT REFER TO NOTE #1 CONNECTION WITH CONCEALED FASTENERS FROM SOLE PLATE TO PERIMETER EXTENSION NOTE #1: USE 3/16" CONCRETE SCREW WITH 1".EMBEDMENT SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR w MEMBER H U J (2) #10 S.M.S. FROM INSIDE FACE OF PERIMETER EXTENSION N INTO SCREW SLOTS OF PERIMITER WITH 1 1/2" EMBEDMENT r O x REFER TO NOTE #1 SOLE PLATE EXISTING TRUE OR RAFTE #10 x 1'/" SMS OR WOOD SCREW 2 PER RAFTER OR TRUSS TAIL EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. I.S. SPACED DTH SIDES (OR 6 PER 48" PANEL; EXPOSED qDS COMPOSITE PANEL ROOF ATTACH WITH #10 S.M.S. ( EQUALS ROOF THICKNES! 1-INCH) WITH 1" FENDER WASHER (4) PER PANEL ACROSS END AND 24" O.C. ALONG SIDES EXISTING FASCIA CHANCHAN' NEL V ' ROOF PANEL DETAIL: ROOF PANEL TO FASCIA DETAIL SCALE: NTS ROOF PANEL TO WALL DETAIL NTS #8 x 1/2" S.M.S. SPACED 48 PANEL) ROOF PANEL (2) 2" X #10 S.M. TOTAL ROOF EDGE BEAM ) 3/8" TRU BOLT FRONT VIEW SIDE VIEW DETAIL: POST SIDE NOTCH/BEAM CONNECION SCALE: NTS =Z: Lu O _ y :> z cl) Iil (2) 2" X #10 S.M.S. TOTAL N O O w a 00 0 N 0 ui Revision ®� Response to Comments ❑ r MAY #S2018 �t t� V2 40 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 1 0 - 01 � Submittal Date SPowe Project Address: 6y &/-O ✓P wooc( A r, Contact: (. clk -ee Ph: Y07 6?$ -dSc70 Fax: yCS%�6%�3- SSb 0 Email: el Jet,C..•. Trades encompassed in revision: Lam! Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water General description of revision: AQI Pr-,0. P— !� d e'F'•a. ROUTING INFORMATION Department Approvals ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ Building S•Lt-c S clb �: RECORD COPY COMPOSITE PANEL ROOF, (3", 4" or 6"). ATTACH WITH #10 S.M.S., (MIN LENGTH OF ROOF THICKNESS PLUS 1"), w/ 1" FENDER WASHER. (4) PER PANEL ACROSS END AND 24" O.C. ALONG SIDES. HEADER / EDGE BEAM . TO CHANNEL ON S.I.P. PA a —, WITH SOFFIT (Use angle at S.I.P.) 2" Wide Super Gutter Straps 24" O.C. inside enclosure, 48" O.C. outside enclosure 2- #10 x'2" SMS per strap into Fascia 2- 910 x 1" SMS per strap into Supef- Channel and Angle for S.I.P #10 x 1"- 8" O.C. #10 x 1" SMS Every 8" O •- WITHOUT SOFFIT (Use channel at S.I.P.) \ � o =� O p'• Ulf :z LLI o co W ii Oe ,V Q w O Po \ o �OMPOSITE ROOF PA EL Channel and Angle for S.I.P. #10x1"-8"O.C. #10 x 1" SMS Every 8" O.C. COMPOSITE PANEL ROOF, (3", 4" or 6"). ATTACH WITH #10 S.M.S., (MIN LENGTH OF ROOF THICKNESS PLUS 1"), w/ 1" FENDER WASHER. (4) PER PANEL ACROSS END AND 24" O.C. ALONG SIDES. 2" Wide Super Gutter Straps 24" O.C. inside enclosure, 48" O.C. outside enclosure 2- #10 x 2" SMS per strap into fascia 2- #10 x 1",SMS per strap into Super HEADER / EDGE BEAM TO CHANNEL ON S.I.P. PANE —7—�-.Channel and Angle for S.I.P #10 x 1 "- 8" O.C. #10 x 1" SMS Every 8" O fG. WITH SOFFIT (Use angle at S.I.P.) WITHOUT SOFFIT (Use channel at S.I.P.) \\ \\\11I H I I 1/////// <C/ NLL_ O O o w _ - o U) 111111100 OMPOSITE ROOF PA EL Channel and Angle for S.I.P. #10 x 1 "- 8" O.C. #10 x 1" SMS Every 8" O.C.