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Home My WebLink About131 Crown Colony WayJ R CEIVEf JUN 0 9 -2011 CITY,OF SANFORD, BUILDING & FIRE PREVENTION, BY: LL PERMIT APPLICATION Application No: — (_Q LO.Q Documented Construction Value: $ Job Address: /13)' e4I rJ , C)Zbn k ' ^"VA(f- y , 9)9-4 i=a L Historic District v Yes 1vo Er Parcel ID: Zoning: Description of Work: aAkce., Plan Review Contact' Person: " ' Title: fi'4 Phone:, Fax:. E-mail: r ' Property Owner Information tit Name • 20s ' / -j Ljl , t Phone: -IA07:— 3 28 Street:, / '' t-tl Resident of property? City; State Zip: 5r0NF041> L 'k Contractor Information Name _ Phone: rj N Street: ! v: "',Fax':"' t: City; State Zip: ,; State,License No.; Architect/ Engineer Information Name: Street: - - - City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: - Electrical New Service —'No. of AMPS: Phone: Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No.•of Stories: Flood Zone: Mechanical ( Duct layout required for new systems) , _ Plumbing 13, t; New Coristruction - No. of Fixtures: Fire Sprinkler%Alarm.. 0 No. of heads: A t7 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no woik" or installation has commenced prior to the issuance of a permit and that all work will be performed to r°. ti' t' meet standards Hof All I laws regulatmg -construction in this jurisdiction. I understand that a separate permit ;' miistiWiecuiM for electrical work,plumbing, signs, wells pools, furnaces boilers heaters tanks andPg l;n> >P air conditioners, etc. t`: 'S'lfn it rt"3 .cTt:f ' OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in:compliance with'-Wfaloplicable laws regulating construction and zoning. WARNING -TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY: A MTICE OF COMMENCEMENT -MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE a i e w .SF FIRST- INSPECTION. IF YOU-. INTEND TO OBTAIN- FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.` ' "I' l 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 plaan review fee. A copy of the executed, contract is required in order' to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee `based on past " permit activity levels.- Should calculated 'charges exceed the" documented construction_ value when the executed.,contract is submitted, credit will be applied to your permit fees when tlfd permit is rel as ° 6 1 S tore of Own er/Agen - - - _ Date Signature of Contractor/Agent Date Print / 's Name Q J YCI am, l' y l r signature of.Notary-State of Florida _ _ Date Owner/Agent is Personally ProducedIDType-, APPROVALS: 1r7., Yn.?1) ,r? COMMENTS:,,:', r' Print Contractor/Agents Name signature of Notary -State of Florida ... Date to Me or Contractor/Agent is Personally Known to Me or N per— ! ' ProducedJl) s r Type of ID I UTILITIES: WASTE WATER: FIRE: BUILIDING: h .(d' Rev 11.08 S•emanolb County Property Appraiser Get Information by Parcel Number Page 1 of 1 12 6, DAVID JoHNWN, CFA, ASAPROPERTY ZTRACTCAPPRAISER` it / 19 2p 21SEMINOLE TR.ACT COUNTY.FL. 07'E 57FI 22 MBANFoRn,FL32771-1468407-w75 6 23 O 422lt VALUE SUMMARY VALUES 2011 2010 Working Certified GENERAL Value Method Cost/Market Cost/Market Parcel Id:33-19-30-5QS-0000-0500 Number of Buildings 1 1 Owner: REID ROY & THERESA Depreciated Bldg Value 113,128 123,896 Mailing Address: 131 CROWN COLONY WAY Depreciated EXFT Value 1,578 1,646 City,State,ZipCode: SANFORD FL 32771 Land Value (Market) 23,000 25,000 Property Address: 131 CROWN COLONY WAY SANFORD 32771 Land Value Ag 0 0 Subdivision Name: CROWN COLONY SUBDIVISION Just/Market Value 137,706 150,542 Tax District: S1-SANFORD Portablity Adj 0 0 Exemptions: 00-HOMESTEAD (2008) Save Our Homes Adj 0 0Don01-SINGLE FAMILY Amendment 1 Adj 0 0 Assessed Value (SOH) 137,7061 150,542 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 137,706 50,000 87,706 Amendment 1 adjustment is not applicable to school assessment) Schools 137,706 25,000 112,706 City Sanford 137,706 50,000 87,706 SJWM(Saint Johns Water Management) 137,706 50,000 87,706 County Bondsl 137,7061 50,001 87,706 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vacllmp Qualified 2010 VALUE SUMMARY SPECIAL WARRANTY DEED 04/2007 06669 1632 $285,000 Improved Yes 201 Tax Bill Amount: 2,215 CERTIFICATEOF TITLE 09/2006 06421 0793 $100 Improved No SPECIAL WARRANTY DEED 0312004 05251 1330 $161,700 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED 08/2003 04985 0279 $640,000 Vacant No Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... LOT 0 0 1.000 23,000.00 $23,000 LOT 50 CROWN COLONY SUBDIVISION PB 61 PGS 76 - 78 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Building 1 SINGLE FAMILY 2004 9 1,120 2,614 2,170 CB/STUCCO FINISH $113,128 Sketch 116,928 Appendage I Sgft OPEN PORCH FINISHED / 24 Appendage / Sgft GARAGE FINISHED / 420 Appendage I Sgft UPPER STORY FINISHED / 1050 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 2004 242 $1,578 $2,057 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org-lweblre-web.seminole-countytitle?parcel=3319305QS000005O0&cp... 6/9/2011 Quote -,, http://sstsrv.lowes.com/m2o_a/mediumQuote.jsp?projectld=97... Back to OuotePERMIT # LOWE'S HOME CENTERS, INC. # 1657 3780 ORLANDO DRIVE « + fit3 SANFORD, FL 32773 , USA Date: 05/28/2011 (407) 430-4060 Project #: • 326751317 Description: SOS FRONT ENTRY/SIDELIGHTS Customer Name: THERESAREID Customer Phone: (407) 328-9395 Customer Address: 131 CROWN COLONY WAY SANFORD, FL 32771 USA Line Item Product Code Unit Price Quantity Total Price Frame Size Description 001 Manufacturer: Reliabilt by Masonite O Size-65'1T4` ' ` 72: Division: Millwork 1/8a'jry ry. g2?:.o-TA•r Product :Doors Type: Entry/Exterior f: Product Type: Decorative and Commodity Doors Energy Star Compliant Products: Yes (Energy Star i' Product) Configuration: Single Unit w 2 Sidelites Unit Construction: Attached (Boxed) Material Type Fiberglass- Door Material :SmoohthF&rbg7assi Finish: Prefinished Exterior Finish, , XV`*'ailj nted Exterior Color l InteriorFnish : Pa tt- InteriorColor ncfic.Wliite° " Door with Glass: Decorative Door Style: 64Oval Glass Family: amRp Sidelight Style : u1l "R - •• aming Style : Patina.-+ Lite Frame Surround Option: Architectural Glass Frame Sidelite Lite Frame Surround Option: Architectural Glass Frame Handing i RightInys w ing1. C Sill Style -.,`,Bronze Sidelight Width: ,1_`2 1''9 Jamb Spreaders: No ` f, l Slab Width: 36', , $ 2,136.00 1" $2;136:00 1 of 3 05/28/2011 03:13 PM Quote r . http://sstsrv.lowes.com/m2o—a/mediumQuote.jsp?projectld=97... ough Opening Width: 65 1/4" leight Type: Standard slab Height: 79" tough Opening Height: 82 1/8" amb Finish : ne as ExtenorColor amb : Primed amb Size: 4 9/ 16" 3rickmould : No lingeType: Standard (matches caming color) lore: Double roduct Approval Number: 8228.7 Crisys Product Approval Number FLlg83l torm Door Spacer: No ead Time This Product is an Energy Star Compliant Actual RB Pre -finish colors will vary from those on t m2o screen. When determining the color for a customers order, make sure you select the Pre -Finish color by using the Color Chip cards that are available in the store.*** A dark color may void the warranty of the glass frame. On inswing units the strike edge of the door will be nted the interior color and the hinge edge of the door I1 be painted the exterior color. THE ENTIRE FRAME WILL BE PAINTED THE AME COLOR CHOSEN. k* Picture is not an exact representation of the unit that Ls been ordered. *** nit is built to specifications given in the configurator. hank you for Ordering a Reliabilt by Masonite Product. Project Total: $2,136.00 Salesperson: JOHN DEOLIVIERA (S 1657JD 1) Accepted by: . nx Date: 05/28/2011 Print this Page All Millwork images are viewed from exterior mdess otherwise 2 of 3 05/28/2011 03:13 PM rj I E) L 215 EAST ROOSEVELT AVE. ZEEIAND, MI 49464 ODL / WESTERN REFLECTIONS TnSys Frame System DOORGLASS ASSEMBLY FOR GLAZING UP TO A TO x 8'0 SINGLE PANEL NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code FBC) structural requirements excluding the High Velocity Hurricane Zone (HVHZ). 2. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering that compries with Section 1609.1.2 of the 2007 FBC. 3. This product is approved for use as a substitute doorglass assembly in conjunction with a glazed steel or fiberglass side hinged swing door and/or fixed sidelite possessing a comparable current Florida Statewide product approval. 4. The design pressure (DP) rating shall be the lesser of the DP rating shown on sheet 1 of this approval or the DP rating shown in the glazed steel or fiberglass side hinged swing door or fixed siderite approval being used. 5. The door panel and lite opening s¢e.sholl not exceed the saes shown in this approval or the glazed steel or fiberglass side hinged swing door or fixed sidelite approval being used. 6. This product has been tested in the door and/or sidelite panels as specified on sheets 3 & 4 of this approval. Substitution Into a similar product may be approved for use by the local Authority Having Jurisdiction. In all cases, the glazed steel or fiberglass door and/or sidelite used must possess a comparable current Florida Statewide product approval. TABLE OF CONTENTS SHEET$ DESCRIPTION 1 Typical elevations, design pressures and general notes 2 sections, g ng details and bill of materia 3 Fiber lass door panels 4 Steel door panels Exterior Frame i i Door Glass Interior Frame Interior frame Cover Door Gloss Assembly TRADITIONAL DESIGNPRESSURE RATING (P$F) GLAZINGTYPE POSITIVE NEGATIVE I- Insulated glass 60.0 60.0 zE sa o Wz C LU zLUz J 1= w N N tn' - CC Ow Ea srxc: N.T.S. Dt4G. BY: 1K FL-13831.1 ET _L or 4 BIU OF MATERIALS nFM # DESCRIPMN MATERMU 1 T6Sys FRAME SYSTEM 2 INT. FRAME (HP POLYPROPYLENE) 3 EXT. FRAME (PC ABS) 4 7-19 X 1-3/4" PPH SELF DRILLING SMS STEEL 5 FRAME COVER (PC ABS) 7 FRAME CLIP STEEL 8 FlPG (Foam -In -Place -Gasket) POLYURETHANE 24.22" MAX FRAME WIDTH 20.75' D.L.O. WIDTH aomN U = 2 6 w 5 = a O i U O 2 0 OD V 7 I cqci INTERIOR FRAME COVER L9Q O 0 cqV DESICCANT MATRIX MU M' (OPTIONAL) MUST BE CENTERED BETWEEN GLASS INTERCEPT STEEL) INTERCEPT A 20.75' D.LO. WIDTH a DURASEALTM - DURASEALTM (BY TRUSEAL n C Q BYTRUSEAL TECHNOLOGIES) z n o \ TECHNOLOGIES) " a SURROUND POLYURETHANE BOTTOM OUT IN BOX ALUM. j c n _`o r aGROOVE) SPACER m >° ri R ZOO kuoE DECORATIVE v • Z o9 INSERT `` S m "c E S DURASEAL DECOSEAL BOX ALUMINUM OPTIONAL GLAZING SPACER DETAILS 1" - 8 4 1.7S' I~ Ckt Tr1S FRAME vSowZ 5 4 g R s GLass BITE K IERIOR ALUM SPACER o &a 1"OVERALL c 0 GLASS THK. a a 1/B"TEMPERED GLASS AIR SPACE I ff TEMPERED v GT GLAZING DETAIL EXIgtpR Box alum 93" I.5' 7 0.11c' 0.1r 0.12" I 2 INT. FRAME 3 EXT. FRAME S INT. FRAME COVER BY: JK Br LFS Wwo NO.: FL-13831.1 Er of 4 jam-- 3575' — B AF -JA STILE REINFO r/— I STILE COMP.) FIBERGLASS DOOR PANEL Plastpro 6 8" STILE REINFORCEMENT STILE ( WOOD) CO1v1P.) 27 1.7' FIBERGLASS DOOR PANEL Plastpro 8' SECTION A -A STILE ( LOCK BLOCK (WOOD) TOP RAIL COMP.) FIBERGLASS SKIN (.075 MIN.) j;Iy RCEMENT t;•Y r I-- 27 --i 0.14" STL REINFORCEMEN FULL HEIGHT) SECTION E-E FOAM CORE POLYURETHANE) BOTTOM RAIL COMP.) SECTION B-B T FIBERGLASS TOP RAIL SKIN (.09" MIN.) (COMP.) 1.75' !-- FOAM CORE POLYURETHANE) BOTTOM RAIL s` x COMP.) SECTION F-F Qo SECTION B-B T FIBERGLASS TOP RAIL SKIN (.09" MIN.) (COMP.) 1.75' !-- FOAM CORE POLYURETHANE) BOTTOM RAIL s` x COMP.) SECTION F-F Qo TOP RAIL COMP.) t'f t nr. FIBERGLASS SKIN 07" MIN. 6' 81 09" MIN. 8') 1.75" F— FOAM CORE a•. 'S (POLYURETHANE) 0 BOTTOM RAIL COMP.) SECTION D-D TOP RAIL 1ti :'aaT 4 FIBERGLASS rtr" SKIN r1.75' t 075' MIN.) r_i4: O FOAM CORE o =, Zo `o POLYURETHANE) a f. o 6 L L BOTTOM RAIL WOOD) I I SECTION H-H STILE WOOD) SECTION C-C i D I cF— jC 1 n D FIBERGLASS DOOR PANEL Thermo Tru 6' 8" I-- 1 1.6" I I I I =01 fti II` 35.7S'—1D Cr 7C r 1 P D SECTION G-G 35.75' H Gr" -G N j i I H FIBERGLASS DOOR PANEL Masonite 6' 8" FIBERGLASS DOOR PANEL Thermo Tru 8' 35.757'— H Gj— -G b w i H FIBERGLASS DOOR PANEL Masonite 9 sow N.T.S. Br: JK aix. BY: LFS FL-13831.1 B AF -]A N P B STEEL DOOR PANEL Taylor 8' FOAM CORE POLYURETHANE) SECTION A -A 35.75" B r A i n B STEEL DOOR PANEL Taylor 6' 8" STEEL SKIN (.07 MIN.) i 1.75" h-- SECTION B-B TOP RAIL -bQ wooD)C. STILE I LVL) SECTION E-E STEEL SKIN 35.75" (.02" MIN.) F 1.75' f E r E FOAM COREi ( POLYSTYRENE) n zac LBOTTOM RAIL WOOD) F T— STEEL DOOR PANEL Masonite 6' 8" SECTION F-F TOP RAIL ;0 WOOD) o T STEEL SKIN (.O2" MIN.) 1.75" F STILE FOAM CORE POLYURETHANE) b BOTTOM RAIL WOOD) T SECTION H-H STEEL DOOR PANEL 2 JELD-WEN 6' 8" I 1.2" I SECTION G-G 35. D D p C j— —1C ui j Ll D STEEL DOOR PANEL JELD-WEN 8' 35.75" H GF 7 b a H STEEL DOOR PANEL Mosonite 8' I• isc,Fi*-1-1831 N.T.S. M. BY: JK DNK Br LFS DRAWM ND.-. 1 0'-Aa'-C>w21tG'" SIDE -HINGED FIBERGLASS DOOR UNIT 6'-B" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON -IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. 5. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D 7. 5 ' F > 650 'F RATE OF BURNING ASTM 0I 35 06 IN .IN SMOKE DENSITY ASTM 02843 53.4% TENSILE STRENGTH' ASTM D638 3.2% OFF 6. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM D28a3 t3.47. TENSILE STRENGTH- ASTM D638 7.50% RIFF COMPARATIVE. TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR UNIT DOUBLE DOOR UNI TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL FLEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 JANCHORING LOCATIONS & DETAILS i 149' MAX. OVERALL FRAME WIDTH O 0 21" MAX D.L.O. - 36.375" MAX. PANEL WIDTH - 37.5" MAX. ~ O" J IN/ASTRAGAL I FRAME WIDTH 0CC O z QU In 0 O o x U J J S2 w O s LL mm KUO DOUBLE DOOR UNIT WISIDELITES 0 a r 3 3 3 > Adc rdntoNAMI C IMNO,: t410oG400-/L Ra1' DalaRavew SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELITE WITH SIDELITE SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING I OUTSWING• X 37.5 52.0 -52.D 55.0 -55.0 19.0 -19.0 40.0 -40.0 55.0 -55.0 XX 74 52.0 -52.0 55.0 -55.0 19'0 4400..00 55.0 -55.0 or XO 75 9.0 19.0+00OX -40.0 55.0 -55.0 111942.5 52.0 5522..0 -52.0 0 55.0 1++ 555 40_0 55.0 -55.00 OOXXXOO High Dom Threshold Design saLE: N.T.S. 1-21-II owc. er: SWS KURT BA'L, P.E R FLORIDA P.E DWG-MA-FL016256533 OF 6' SEE DETAIL 6I "E" d I— 3" _ i" 3" SEE DEtAIi C" 3" I_I N j 1. 1 a as SEE DETAIL in "p^ 0 rtn 0 1SIre". w 6" EE DETAL C" 6" F" 'v1 v1 [A UU 8 x 2-1/2" Z J A0-DJm to NAMI ® ® w 3 0 ASTRAGAL RETAINER BOLT HOLE < u o UdkaftnND: N!6J (a o - rl r o U BeviM MUST BE DRILLED THROUGH a.0w 10 x 2" Date Aema : it/Z 1,6 ° THE THRESHOLD & INTO THE wQo8x2-1/2 _ _ STRUCTURE DEEP ENOUGH N_ a 10 x 5/8" DETAIL "E" ASTRAGAL _ FOR A 1.375" THROW _ u, 8 x 2-1/2" #10 x 3/4" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL a0 C7 # 10 x 5/8" # 10 x 3/4' AS SHOWN. N 01 0.124" ANNEALED DECORATIVE INSERT y. 10 x 2" 0.090" SAFEX IIIG ( OPTIONAL) DOW 832 DETAIL "C" 0.124' ANNEALED .0124" TEMP. OR EOUAL DETAIL "D" ! 66 X 1-1/2" PHS U O7Q iC„A..L i y2f; DOW 832 DATE-. DOW 832 OR EQUAL •, A .:. SCALE: N.T.S. OR EQUAL •. T•-• _ 1.375I 0.962" 1.75" 11.047" .y ^.y : DOW 832 ,i:' r OwG 8T: SWSOREQUAL „;1.: EXTERIOR ••• • : INTERIOR FXT RIOR •:• • INTERIOR CIIK. DY: TYPICAL GLAZING DETAIL TYPICAL GLAZING DETAIL 0HAN1NC NO.: INSWING THRESHOLQ OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD IMPACT RATED GLASS NON—IMPACT—IMPA T SS OWO-MA-FLO162 SHEEP Z OF SEE DETAIL C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 150" WN L 3" ID N 0 f) a. SEE DETAIL D" SHT_ 2 J Q 7aw w o n a G 3" 6" 6" 1_ -_ - I 3" T I 1 -1I— 3, II I— 6" 6" 1 II I I — I II II I 6" — _ I1-3 - 6" wARnWAGt= z(`w7ni II F 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. MAX" SHIM TYPICAL WOOD BUCK ANCHOR INSTALLATION 1. 2 " f 0. 25" MAXSHIMCL — I I— ; r TYPICAL MASONRY ANCHOR INSTALLATION Ad( rd n tG NAMI cuffafionk: Nt6v69-(Gr Rev r d RY' Date RarieWea: r /zz %, o SCALE: N.T.S. DWG. ar: SWS CHK. By. DRAWWG NO.: OWG- MA-FLO162 SHEET - L OF 3 OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs t t Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS'MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I I I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built, or substantially improved myself is sold or leased within in 1 year after the construction is'cbmplefe, the law will presume that 1-built or substantially improved it n for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. i 0 I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected, to serious ,financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and ,am aware of the limits of my insurance coverage for injuries to workers on my property. - I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation n for the employee. I understand that my failure to follow these laws may subject me to serious financial ICI risk. , Rev. 9.14.2009 e- I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for 2 more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the 1 information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation r coverage. Property Address C3 1 C-J,,-O LO -Y1 ( 0 10 Y 2, L-0 I, , do hereby state that I am qualified and capable of performing the re uested construction involved with the permit application filed and agree to the conditi ns specified above. Signature of Owner -Builder Form of Identification 1 ` i/ -2, k- ' I G hS e, Must be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed 'activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" GLAZED SINGLE AND DOUBLE DOOR W( VENTED SIDELITES go GENERAL N07ES 1 EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 4 PLASTICS TESTING OF LITE FRAME MATERIAL: TFCT nFcrRlannu wmie Anna accl11 T SELF IGNITION TEMP I ASTM D1929 680 'F > 650 -F RATE OF BURNING ASTM 0635 1.10 IN MIN SMOKE DENSITY I ASTM D2843 1 69.6% TENSILE STRENGTH- I ASTM 0638 1 -7,48% DIFF UMVAKAIIVL ILMILL ]IKLNUIN At ILK WtA1KtKINU 4500 HOURS XENON ARC METHOD 1 V a USA - Cc 15 27/32" MAX SIDELITE — WIDTH (TYP) IT_ CJ W 2 = WuiC Q = CJ X J O X cV Q OI1` OJ 6" MAX D.L.O. WIDTH IN SIDELITE TYP) Edd:ndmOtm Catlratim Na: TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 JANCHORING LOCATIONS & DETAILS 3 JANCHORING LOCATIONS & DETAILS 94 5/16" MAX FRAME WIDTH 28 7/16" 29 1 /16" 1- MAX WIDTH DOOR MAX DOOR ( S ) WIDTH W/ASTRAGAL 19" MAX WIDTH D.L.O IN DOOR TYP) DOUBLE DOOR W/SIDELITES 71 1/4" MAX FRAME WIDTH 15 27/32" 34 7/16" MAX SIDELITE MAX DOOR WIDTH (TYP) WIDTH Z 2W 2 W C7 O 0 XQ J 8 O 8 XQ O) t7 t\ 6" MAX D.L.O. I I 2WI MAX WIDTH IN yylpT}{ SIDELITES fl -"11 D.L.O IN TYP) DOOR SINGLE DOOR W/SIDELITES O N Q N z oW Qz r- LI; Z ti OO O U SCALE: N.T.S. oWO. BY: SINS CHK. BY: OF a c=E3 I 1 t0 r1 n C'7cu zo T 1 M L DETAIL "B" DETAIL 'A' 8 X 1-4' u DETAIL DETAIL 'I' LJ I I 1 DETAIL 'H' S X 1-3' cc O N CD U Z N O Q WU Cc77 Lu— Z W Ld co In o0 O M Q M U z zo m zsaWzo M o a a a DETAIL 'C' 10 X 2" l00 # 10 X" o 0 10 X 2" O'so 01 DETAIL 'D' SIDELITE HINGE OR EQUAL f # 6 X 1-1/2' PHS 1375" #10 X 14" T I:I>1row INSWING THRESHOLD r oBY #to x" DOW 995 O OR EQUAL ry'•v': O EXTERIOR INTERIOR #10 X 1-4" TYPICAL GLAZING DETAIL DETAIL 'G' DOOR HINGE I I II 1 I I I II I AWUEL ELrn JZW i I I j j W J j I i o 3 W I 1 I I I i I j zo 6' CE I I 6 f 6' 3 6' 6' 6' SCALE' N.T.S. DWG. SY. SWS CHK. BY. DRAWING NO OWC-MA-FLO146-06 SHEET 2 OF 3 r MIN n MA" SHIM CL —I I— w° 7eT! TYPICAL ANCHOR INSTALLATION 8 X 2-1/2" SCREW 4 DETAIL 'E' AND 'F' ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM. 2. 4" X 4" FULL MORTISE BUTT HINGES 3. 1 G—U HARDWARE OPERABLE SIDELITE VENT GEAR AND STRIKES DETAIL 'E' a zo I IIIII II II IIIII I I 1 I I I I I 1 W I iUiI d— N i I J i i I I ZW 1— W I I J I I I I I I C3 I I I 3 I I I W I I I U A' I llll II i i i I IIIII I IIIII i I I I Izo 6' I I CE I g I 6' 3 3 3' 3' 6' 6'6' 6'6' 6' DETAI FddmdmntoNAlA CEft Y"d 1Of1 lb: Dam c O NU 00 z N O Q WU CcLu1-2 Lu z Q 2 IY ti 00 On of g U ISCAM: N.T.S. I BY: 6r: OF