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Home My WebLink About115 Drew AveCITY OF SANFORD PERMIT APPLICATION Application # : �� --� Submittal Date: /Zl� o 7 Job Address: /l"U e Value of Work: $ Parcel ID: SZS - QJ6D - 00% D Zoning: Historic District: Description of Work: �C/1(%r%l/i J�l/I7 Square Footage: ..............................1...........°............................................................................ Permit Type: Building Er-' Electrical 0 Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential 0 Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair Residential ❑ Commercial ❑ Occupancy Type: Residential El-�_ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: 0, 9 # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) .......................................................................................... ........................... Property Owner: LC((' �� /Ja /l Contractor: _ C/2 !' 0 5 l L Address: //S— Dr Gi L Address: 2y/ / ,6 o)"G� /G 3222/ %"f o 2�2220d" Phone: LZ 732 2 - 63� i E-mail: Phone) 1r/ _a3zj State License Number: (wdl2J4`/yam/ Bonding Company: — Mortgage Lender: Address: Arch itect/Engineer: Address: Plan Review Contact Person: Address: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 Florida Lien Law, FS 713. (1 z 7 Signature of Owner/Agent Date Signature of Contractor/Agent Dale Print Owner/Agent's Name Print ontractor/Agen`t's Name �IZ 3 A Signature of Notary -State of Florida Date Sign'ture of NotaryState of Florida bate ot°`P°aG; Phyllis J. Nicholas ?' Commission #DD275024 A ate; Expires: Dec 14 2007 �9OF F�-0�� p Bended Thru Owner/Agent is _ Personally Known to Me or Contract=j� nt is{nq n to Me or _ Produced ID _ Produced ID APPROVALS: ZONING: UTIL: FD: ENG: BLDG:_ a Special Conditions: Rev 02/2007 9/21/2007 8:30 AM From: Deckerpoors Fax Number: 4072490710 Page 1 of 1 Semi hole County Property Appraiser Get Information by Parcel Number Page 1 Total $863.18 ETA 10/4 U/Sanford TP - stl 407 322-0369 0264 of 2 http://www.scpafl.org/web/re web.seminole county title?parcel=3119315250J000090&c... 9/21/2007 F,ilLa`S}1.XiF difoATY, :.S ;'):. AWA-'? :•' - .•: PIWPEWY ____' _____ ___________ .: ._.___ '. rom XX ftaiC.3ir18FSaY &12YEiY.9RCT,iFL'8i�T•33t3 m�' ut Z^` ::. # f .....;. ______ ;:s ciITX @SPi:S•?°413s" � / a ��``f' 2007 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 31-19-31-525-OJ00-0090 Depreciated Bldg Value: $171,529 Owner: MINOTT EARL E Depreciated EXFT Value: $1,038 Mailing Address: 115 DREW AVE Land Value (Market): $27,000 City, State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 115 DREW AVE SANFORD 32771 ,lust/Market Value: $199,567 Subdivision Name: WASHINGTON OAKS SEC 2 Assessed Value (SOH): $83,458 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD (1994) Taxable Value: $58,458 Dor: 01 -SINGLE FAMILY Tax Estimator Tax Reform Analysis 2007 Notice of Proposed PrggyAy Tax 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $3,159 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $1,111 WARRANTY DEED 01/1974 01036 1102 $23,500 Improved Yes Save Our Homes (SOH) Savings: $2,048 2006 Taxable Value: $56,422 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS:: Pick...::-; Method Frontage Depth Units Price Value LEG LOT 9 BLK J WASHINGTON OAKS SEC LOT 0 0 1.000 27,000.00 $27,000 2 PB 16 PG 87 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New 1 SINGLE 1974 5 1,223 2,236 2,184 CB/STUCCO $171,529 $201,207 FAMILY FINISH Appendage /Sgft BASE/650 Appendage / Sgft ENCLOSED PORCH FINISHED / 311 Appendage / Sgft OPEN PORCH FINISHED/ 52 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 FIREPLACE 1987 1 $750 $1,500 WOOD UTILITY BLDG 1985 120 $288 $720 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. http://www.scpafl.org/web/re web.seminole county title?parcel=3119315250J000090&c... 9/21/2007 LIMITED POWER OF ATTORNEY I here y name and appoint: Printed Name of Appointee h L Company Name of Appointee to be my lawful attorney -in -foci to act for me in applying to Government CommerciaUResidentiai Permitting for a permit enabling work to be performed at the location below -described and to sign my name and do all things necessary to this appointment: / Section Township Range S Z �� Subdivision 6 6 Block a 7 L Lot ° A r,------------ —Project Address -1%n---------------Owner of Property —Owner Address Signed: certified contractor signs Oate: 7 Certified Conhactor:J�,_O /4[/ T. &lLtr — printed name Contractor License #:_ CBG State, of of ) County of Sworn W etd»albed W. a ma this � day of 4 0 by VG it c k c- (name of p acknowtedgad) who i aNy known to me or who has produosd Notary lic CornMmaybprec FOntitpotwrd a*may/04X01Wv K. ROBINSON MY COMMISSION # DO 289995 '•a k4 O4,• EXPIRES: November 25, 2007 „ i i Bonded Thru Notary Public underwriters Minott Residence 115 Drew Ave. Sanford FL 32771 Opening will meet 35 PSF +/- requirement Replace front entry door unit. NOTICE OF PRODUCT CERTIFICATION Company: Jeld-Wen Windows & Doors Certification No.: N.t00529 Exterior Door Division Certification Date: 01/23/2004 31725 Highway 97 North, Suite C Expiration Date: 03/33/2008 Chiloquin, OR 97624 Revision Date: 04/06/2004 Product: Series "Gladiator/Finishield" Glazed Hinged Door Inswin Outswing w/ and w/o Sidelites Specifications Tested To: ASTM E330 -97/E331-00/1283-91 The ":Notice of Product Certification" is only valid if the NAM] Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Configuration i or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Missile Impact Rated Test Report Number & f Comments XX ! l/ S j Double i Glazed 6'0" x 6'8" +50/-50 No ATI -03-4780801 Worldwide Astragal XX O/S Double Glazed 6'0" x 67" +50/-50 No ATI -03-47809.01 Worldwide Astragal XX US Double Glazed 6'2" x 6' 10" +50/-50 No i ATI -03-3231 1.01 HGD-R35 XX O/S Double i 1 Glazed 6'2" x 6'9" +501-50 No ATI -03-32312.01 i HGD-R2.0 XX 1/S Double Glazed 6'2" x 6'l0" +35/-35 No AT1-03-32309.01 Aluminum or PVC Cellular Astra al/HGD-R35 OXXO 1/S Double wv/Sidelites i Glazed Door ; Glazed Sidelites 12'5" x 6'10" +50/-50 No ATI -03-49511.01 Fl- 39V./6 rricane As OXXO 1/S Double w/Sidelites Glazed Door Glazed Sidelitesndura 12'5" x 6' 10" +35/-35 No ATI -03-49509.01 Lz9Y.?,1.r, Standard Astragal ' I f I i National Accreditation & Management Institute. Inc./4655-104 Monticello Avenue/William. d¢ A,231RR Tel-757.258.8808/Fox-757.258.8815 i NAMI AUTHORIZED SIGNATURE: �T 37 112' MAX FRAME 33 3/4' MAX PANEL 21 1/8' o.Lo. ACTIVE ' a SINGLE INSWING UNIT 111 1/4' 74' 37 1/4' 1 72 1/4' -I 35 3/4' DOUBLE INSWING UNIT wl I SIDELITE iL 148 1/2' 37 1/4' 74' — 35 3/4' 72 1/4' DOUBLE INSWING UNIT DOUBLE INSWING UNIT w/ 2 SIDELITES ALL DOOR MODELS ARE VIEWD FROM THE INTERIOR SIDE Th At F 1 DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED POSITIVE + 50 psf NEGATIVE — 50 psf 1LE NTS G. sr: Wolf R K 4Y: OWING No.: JW082004-1 EEr _L of 6 112" 37 1/4'37 1/2' 37 1/4' r- 33 { /4' —li35 3/4' -1 a FIXED o ACTIVE O FIXED L Th At F 1 DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED POSITIVE + 50 psf NEGATIVE — 50 psf 1LE NTS G. sr: Wolf R K 4Y: OWING No.: JW082004-1 EEr _L of 6 X 5 28 5 28 'o W a Y M to W Q Y �gF Z Z g 29 to 29 Z 2 2 rnrnI Lo z C) 0 1/4"x4 -1/2"z z z W Z ip 16 Z 16LLI ��n 20� �En w 31 p N�� 31 r J n=� .n LY r� U a � 0 3p . 0 30 0 21 t 27 r -joo z 1" IG = 1' IG of = w O J O J O J �d::i W� z z ZFi �P LL a a I� V)§ w m a QQoo J �O \ \ cn Ll QQwc0 m U \ \ _l O U' Q OOZ Um II 3 3 ti rn m � I Z O W 22 ^ 22 n o a ED rr 0a cOf �a 30 iv 30 37 z 31 STEEL 0 Ln 17 17 wto- 32 n 12 12 w 1 1 11 NOTES_ 1. FOR ANCHOR SPACING, SEE SHEET 5 OF 6. O z 9 9 2/20/04 SCALE NTS SEE NOTE 1 SEE NOTE 1 owG. 9r: Wolf R anc ar DRAWING NO.: VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION JW082004-2 2 ACTIVE & INACTIVE DOOR, TYP. 2 FIXED SIDELIGHT, TYP. SHEET 2 Or 6 Item DESCRIPTION Material 1 HINGE JAMB 1 1/4"x4-112" FINGERJOINTED PINE PINE 2 HEAD JAMB 1 FINGERJOINTED PINE PINE 3 LATCH JAMB (1-1/4"x4-1/2" FlNGERJOINTED PINE PINE 4 SIDELITE JAMB (1-1/4'x4-1/2' FlNGERJOINTED PINE PINE 5 8 x 2 1 2' PHILLIPS FLATHEAD WOOD SCREW STEEL 6 4" x 4" BUTT HINGE 12GA. .089' MIN STEEL 7 9 x 3 4' PHILLIPS FLATHEAD WOOD SCREW STEEL 8 10 x 1 1 2' PHILLIPS FLATHEAD WOOD SCREW STEEL 9 ITW BUILDER TAPCON NOA 03-0114.03 STEEL 10 COMPRESSION WEATHERSTRIP Q-LON ODS -650 11 INSWING THRESHOLD ENDURA ALUMINUM 12 INSWING SIDELTTE SEAT ENDURA 13 HURRICANE ASTRAGAL (ENDURA) w/ ALUMINUM BOLT GUIDES ALUMINUM OP -PLASTIC BOTTOM -ALUMINUM 14 10 X 1" PHILLIPS PAN HEAD SHEET METAL SCREW STEEL 15 ASTRAGAL BOLT STRIKE PLATE ON HEAD JAMB STEEL 16 TOP RAIL LAMINATED VENEER LUMBER) LVL 17 BOTTOM RAIL 25GA 0.018 GALVANIZED STEEL STEEL 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL 20 LOCK BLOCK x 12" LG PINE PINE 21 ODL LIP -LRE FRAME PLASTIC 22 1" INSULATED TEMPERED GLASS GLASS 23 16 Ga. 7/1 6' CROWN x 2' LONG STAPLES STEEL 24 WOOD JOINER. CORRUGATED 1 2" x 1-1 16' STEEL 25 KWIKSEi TITAN SERIES LOCK SERIES 400 OR GRADE 3 EQUIV. 26 KWIKSET TITAN SERIES DEADBOLT SERIES 780 OR GRADE 2 EQUIV. 27 B x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 28 2x WOOD BUCK WOOD 29 SHIMS FOR 1 4 WOOD 3D EXPANDED POLYSTYRENE 1.0 TO 1.251bs DENSITY FOAM 31 AT 525 COMMERCIAL QUALITY 0.018" 1 (MIN.GTHICK.) GALVANIZED) GALVANIZED 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL 33 CORNER PADS, 2 PLACED IN BOTTOM DOOR CORNERS ONE PLACED AT THE BOTTOM OF THE ASTRAGAL VINYL SEE NOTE 1 SEE NOTE 1 5 8 29 1 10 18 30 31 21 22 21 30 31 14 13 79 25 20 30 27 22 30 31 18 1 29 5 1/2" GRIP TYP v 2 � EXTERIOR rn rn O co W n o 2 0 — INTERIOR p N 8 6 7 76 8 3 M on- HORIZONTAL dHORIZONTAL CROSS SECTION 1 HORIZONTAL CROSS SECTION 3 INACTIVE DOOR, TYP. 3 ACTIVE DOOR, AT ASTRAGAL w z fY N O Wp0 W w1� to V)WJ SEE NOTE 1 �u~ia 0 4 3 70 19 25 20 31 27 22 21 30 31 18 10 1 4 79 30 31 21 22 21 30 31 18 4 29 5 pW= U QW, m Q O Z X33 q N U Z o = 7 a EXTERIOR a a INTERIOR SEE NOTE 2 SEE NOTE 2 27 7 6 8 23 23 z 0 �1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION k,,V ACTIVE DOOR, AT JAMB 3 FIXED SIDELIGHT, TYP. W a p 0 z NOTES: DA1E 2/20/04 1, FOR ANCHOR SPACING, SEE SHEET 5 OF 6, Scue NTS 2. SPACING FOR #23 FROM TOP DOWN: 6"-25j"-50j"-73}". Gwc. ar: Wotf R cm Ery- DRAWING NO.: JW082004-3 smm 3 of 6 1 3/4 35 3/4 Joint Staple, 16GA 1/2' Crown 'X 1' Lg SPECIFICATIONS: (6'-8" Steel Door Specifications) Two (2) places CORE 1.70' x 33-3/4' x 76' (1.0 to 1.25 lb./ft. Density foam) HINGE STILE 1.70 . 1.0" x 77' Laminated Veneer Lumber (LVL) 1.6 to 1.25 lb Density LATCH STILE 1.70" x 1.0' x 77' Laminated Veneer Lumber (LVL) Polystyrene Foam F. TOP RAIL 1.70" x 1.0* x 35-3/4" Laminated Veneer Lumber (LVL)LU x a BOTTOM RAIL 1.70" x IT x 33-3/4". 25 GA (0.018" min) Roll—Formed _j IN 4 Galvanized Steel, nailed to Stiles. X FACE SHEETS 25 Go (0.018" min) Galvanized , primed, with 90' x 3/16" crimp on all four (4) sides. in —2 1/2 ADHESIVE LMC (Liquid Moisture Cure) Adhesive 100% core and stile/rod application. Cn PROCEDURE Stiles and roils assembled with one—piece core (no voids) 2Lu a- Adhesive applied at 100% coverage with roller. Lu (n Pressed at room temperature for two (2) hours at 20 PSI oUj HARDWARE PREP Latch owe Dead Bolt Hinges 3 x 12' Lockblock En 0 0 ) ? I ED ED Ef) Z 0 25 GA (0.018 min) thickness Galvanized Face Sheets LLi Joint Nails Two (2) places I I I I I IZI oAiE 2120104 SCALE-. NTS DwG. By: Wolf R CHY_ EFY.. DRAWING NO.: JW082004-4 SHEET 4 oF 6 W m SEE NOTE L 1 371/2' MAX FRAME � n 74'37 6' 6• 20 3/41 --1203/{ 1 — 11' II — 11' 5 — 201. 9 1 SEE NOTE 2 1 I ANCHORING LOCATIONS — 3q. SINGLE INSWING UNIT — 49' m SEE NOIE 1 NG L DOUBLE INSWING UNIT wA 1 510 I iTF CAW -- 111 1/4" 1/4' 6' y 8" 74'37 6' 6• 20 3/41 --1203/{ 1 — 11' II — 11' — 201. - ,�• — 30. SEE NOTE 2 1 — 3q. — 49' m 9 — 49' — 68* 1 1 1hT 77j' NG L DOUBLE INSWING UNIT wA 1 510 I iTF CAW -- ANCHORING LOCATIONS ANCHORING LOCATIONS DOUBLE INSWING UNIT DOUBLE INSWING UNIT w/ 2 SIDELITES ALL _DOOR MOD I S ARE IAEWFD - FROM THE I RIOR SID ANCHORIN OCATIO SINGLE INSWING UNIT w 2 SIDEL ITFS NOTES: 1. THE HEAD JAMB IS JOINED TO THE SIDE JAMBS USING (3) 16 GG. 7/16' CROWN x 2' LONG STAPLES. 2. WOOD JOINERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN +/-1', FOR TOTAL OF NINE FASTENERS PER SIDE. &L NTS tG. er: Wolf R K BY. AWING NO.: JW082004-5 Eu -�L OF B 112' 37 1/4' 37 1/2" 17 1/{' 6" 6' � � fi' 6' � � 6' 6' 1 — 11' 0 — 201. — 30. LL.7 1 ANCHORING LOCATIONS ANCHORING LOCATIONS DOUBLE INSWING UNIT DOUBLE INSWING UNIT w/ 2 SIDELITES ALL _DOOR MOD I S ARE IAEWFD - FROM THE I RIOR SID ANCHORIN OCATIO SINGLE INSWING UNIT w 2 SIDEL ITFS NOTES: 1. THE HEAD JAMB IS JOINED TO THE SIDE JAMBS USING (3) 16 GG. 7/16' CROWN x 2' LONG STAPLES. 2. WOOD JOINERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN +/-1', FOR TOTAL OF NINE FASTENERS PER SIDE. &L NTS tG. er: Wolf R K BY. AWING NO.: JW082004-5 Eu -�L OF B 146 1/2- 37 1/4' 74' 37 1/4' 6 6. 6' 3 6' I 3' 20 1 — 11' — 201. — 30. SEE NOTE 2 — 3q. — 49' — 66}' — 6e' ANCHORING LOCATIONS ANCHORING LOCATIONS DOUBLE INSWING UNIT DOUBLE INSWING UNIT w/ 2 SIDELITES ALL _DOOR MOD I S ARE IAEWFD - FROM THE I RIOR SID ANCHORIN OCATIO SINGLE INSWING UNIT w 2 SIDEL ITFS NOTES: 1. THE HEAD JAMB IS JOINED TO THE SIDE JAMBS USING (3) 16 GG. 7/16' CROWN x 2' LONG STAPLES. 2. WOOD JOINERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN +/-1', FOR TOTAL OF NINE FASTENERS PER SIDE. &L NTS tG. er: Wolf R K BY. AWING NO.: JW082004-5 Eu -�L OF B O a" 13 1.82" 1.25" 11 32 ® -1314- 7/8 �l O O O O O N N z D 089" (Min) .615" ^ 5.588" U c p BUTT HINGE ASTRAGAL (ENDURA) INSWING SILL (ENDURA) DOOR BOTTOM SWEEP z x 2 4 x 4 x 12GA STEEL 6063–T6 ALUMINUM P/N ZAI5625 �r p Lo N o T O 19 1617 1.7" Ed p 1187" � 1.326" .187" 1.326" 1.658" _ 9/16" -�-1-� .021" � o o g L�4 to 33" -1 L 000' o STILES STILES AND RAILS 125" w� m WOOD JAMB LATCH STILE (LVL) TOP RAIL (LVL) BOTTOM RAIL X33 a FINGERJOINTED PINE HINGE STILE (LVL) STEEL, 25GA MIN GALVANIZED z o I o 7 3/4" o 1 5/8" to 16 O 6A a � M (A W LOCK BLOCK (18" LG) ODL LITE FRAME COMPRESSION ASTRAGAL BOLT STRIKE FINGERJOINTED LVL WEATHERSTRIP QDS-650 w a 0 12 f— 2.094" m 33 "LENGT i t cur o Z � 0 M Sri: NTS owG. BY: Wolf R CHK. 6Y: SIDELITE SEAT (ENDURA) SIMPLE SOLUTION II l-1'75" � GRJMNGW0 P/N ZFOB–LP GENERIC JW082004-6 2 sHErr 6 oF 6