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HomeMy WebLinkAbout117 Lakeside CirPLEASE CALL.NAN 407 468-1010 WHEN READY. ,l�D CITY OF SANFORD, PERMIT APPLICA ION THANKS Application # : Cq j— za �� (� Submittal Date: �]_jU Job Address: � 1-9 t�s a`es� e �,"�r Value of Work: $ L4 Parcel ID` 1 �� � Zoning: Historic District: Remove & Replace Size for Size dcxlr Ff—, Square Footage:. Description of Work: Permit.Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑. Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑'• Mechanical: Residential ❑ Non -Residential ❑ 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 ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) .............................................................................................. Property Owner: ��C Y��%-Ivo Y�2 Contractor LOWE' S HOME CENTERS INC Address: �f— 4948 TELLSON PL Address: ORLANDO FL 32812 Phone: L0"q3Q_ 2J14% E-mail: Bonding Company: Address: Architect/Engineer: Address: Phone: State License Number: CGC 1508417 Mortgage Lender: Address: Phone: Fax: n.E-mail: EHolmes777@an1 .com Plan Review Contact -Person: Nan Nn l m P s Phone 4 0 7 4 6 81()1 (1ax: n^� �n6�ncrL I 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. 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. 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. 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 thelof the require n s of F ori�ie�FS3. 10-7 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name - Signature -of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: UTIL. Special Conditions: Rev 07.07 Im Print Contra or/Ag t' Name Si ure of otary-State of Florida Date Contractor/Ag&C,li Produced ID ENG: MY COMMISSION # DD6290S EXPIRES' February 25, 2011 4948 Tellson PL Orlando, Florida 32812 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: I I ( h Icp To: Building Department From: Peter Anthony Cafaro III I hereby name and appoint Nan Holmes, Mindy Holmes, Raymond Holmes and Jackie Caines, a permit service for Lowe's, to be mylawfulattorney in fact to act for meandapply to Sctr Glor for a dodr permit for work to be performed at a location described as: (Address of Job) ` I Lai�'eSj do 0 ` (Owner of Property) � 0 CaO rah,_ "ivonrw And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony C�ifaro Area Installed Sales M� Primary State Qualifier CGC 1508417 CCC 1326824 State of Florida County of Orange The forgoing instrument was acknowledged before me as Peter Anthony Cafaro III, who is personally known to me and who did not take an oath. Sworn to and subscribed before me this b day0`1& ,2007. No.public My commission expires °.►m� Notary Public State of Florida ?Y Elizabeth A Ronco c` My Commission DD633831 ��0, f�°" Expires 01/281 011 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 1ufM., DAVTD JG"somM CFA, ASA RTY P BSER sEmimoT.E 66ux ry m_ Frr sT 1.101 sr as' sr+Kr- X13;%F.L 32x171 -14W 407- 661B.17 -75M 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 11-20-30-5KB-0000-0530 Number of Buildings: 1 Owner: O'DUARAN YVONNE C Depreciated Bldg Value: $153,182 Mailing Address: 117 LAKESIDE CIR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $33,000 Property Address: 117 LAKESIDE CIR SANFORD 32773 Land Value Ag: $0 Subdivision Name: HIDDEN LAKE PH 3 UNIT 7 Just/Market Value: $186,182 Tax District: S1-SANFORD Assessed Value (SOH): $100,638 Exemptions: 00 -HOMESTEAD (2003) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $75,638 Tax Estimator SALES Deed Date Book Page Amount Vacllmp Qualified 2006 VALUE SUMMARY WARRANTY DEED 04/2002 04386 0734 $108,600 Improved Yes Tax Amount(without SOH): $2,539 WARRANTY DEED 06/1998 03465 0898 $74,900 Improved Yes 2006 Tax Bill Amount: $1,441 QUITCLAIM DEED 11/1989 02143 0032 $100 Improved No Save Our Homes (SOH) Savings: $1,098 WARRANTY DEED 07/1988 01979 0047 $71,500 Improved Yes 2006 Taxable Value: $73,183 WARRANTY DEED 05/1988 01957 1003 $212,600 Vacant No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS., Pick. Method Units Price Value LEG LOT 53 HIDDEN LAKE PH 3 UNIT 7 PB LOT 0 0 1.000 33,000.00 $33,000 38 PGS 79&80 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1988 6 1,350 1,785 1,350 SIDING AVG $153,182 $164,712 FAMILY Appendage / Sgft OPEN PORCH FINISHED / 15 Appendage l Sqft GARAGE FINISHED/ 420 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits 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/web/re web.seminole_county_title?parcel=1120305KB000... 7/16/2007 11657-duran, yvone-7-16-07 (1728x2534x2 tiff) [3] VqRENO.STREETADDRESS - �" ,°j'."1°' TM STREET AD LO CITY STATE ZIP CI TELEPHONE 1'ELEPFiOfylE t.!!U Mil, dAY LOWS'sC`O,rN+TRACTT�O(RLICENSE {N`U'rMBER" ,44 a This is a contract between Lowe's (as defined in the Terms and Conditions) ("Lowe's'), and ihwab Customer's residential premises (the 1Premises"1 at the followirmAnstallation address: STREET ADDRESS CITY Lowe's to arrange normal Installation of the following door(d): Exterior L! Interior Prehung Unit —Slab Item Number r�7 RH❑ LH�( #y Door(s) Size ❑ 36 x 80 X32x8O ❑ Other Size uned Customer for the installation of goods at the 14f,_6 STATE7' For warranty to be valid - customer. must finish frame and all six (6) sides of door Immediately (within 5 days) Item Number RH ❑ LH ❑ after Installation. # Door(s) Size ❑ 36 x 80 ❑ 32x80 ❑ Other Size Customer initials Delivery of Door YesV, No ❑ (check one) Haul away of any debris related to installation: Yesj< No ❑ (check one) Basic Installation includes the following: -Normal. Installation of door in same size square opening in good condition -Installation of hardware with pre -bored door -Reinstallation of present casing or customer provided new casing •Clean-up of jo"ite' .- ..:... ;. Basic IrwlnRatiorl does riot include the following: -Reframi46r alterations to existing structure or carpentry work resulting from old or damaged structure -Any reinstallation of Burglar Alarms -Any painting or staining or finishing of new door unit -Reinstallation of Screen or Storm or Security Door 'Reinstallation of vinyl,or aluminum covering on exterior molding With the.exception of Burglar Alarms and finishing, any of the above labor items can be' contracted at an additional cost and must be specifically listed in the additional specifications block on this contract. Vol T;10T Additional Specifications: The Environmental Protection Agency (EPA) hits requested that or. Lowe's notify installation custontlers that a lead used paint hazrd may exist in dwellings built r. -Tax prior to1871L Seepamphlet EPA 747 -1K -S111 -MI for details. / _ ; * LaborGI j,--.rti�' :7,t '-'1 �f'L) C4 'Tax t+ Total - dr 14 • Wham appileable labor 1s taxable; check taoal me rratrko ions. Work is to corrirtlenee'upon reasonable availability of Contradtor which is anNelpated to tie _ ._._....__. ._ _ [fill In date]. Eadmated cOinpledon date is [fill In da%]. NOTICE TO CUSTOMER All items listed in this contract and specification sheet(s) are to be Installed under conditions agreed upon at time of purchase and at the prioe appearing on this contract form. This assumes sounll existing substructures, SuperStrUetureand points of attachments. Extra labor or material incident to installation necessit ted by detective Substructures, supg*ncture, points of attachment, or the moving of fixtures or appliances to be billed at extra cast to customer_ DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READTHE TERMS AND CONDITIONS CONTAINED ON THE REVERSE SIDE OF THIS CONTRACT. ISY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDER- STAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THE REVERSE SIDE OF THIS CONTRACT. VOL) ARE ENTITLED TO A COPY OFT CONTRACT A IYE TIME OF 1 1G"TTURE: -7 - — �� / DAY OF �� WITNESS - �-•--- (se8d) Specialist ! WITNESS OUR tiA AND SEAL(3) t3E10 Is WAD WrR+� i � KAdi A0t1&AI ,A # af'�!� iia rr.gR�taBdd1#� �li¢f o1 �4r�r�laod�aflP'��1FivrIPu3►sITaim,aoii�tta,Iata,r$tp.i ..: . as i. _ fit' 18Q�R +. .: 4un yea STATE -� �C. ZIP PM x� -x1Y7 oak+ t wJi'fie: aAm[' LCC +w REO i GRD -�Ilf IIID al 'r-: CHARGE dib qa :II 'i l�.4'a! i1�u 11 rl�i' r �"4fiaiul+l ll.frl, >!d diel0'k'b 'ffft T f 0-4 tlr 011#/f--isi yajWA0$1i91'.7iM. f I ffR1'• PKAE*Ir$s i'sr W fps uned Customer for the installation of goods at the 14f,_6 STATE7' For warranty to be valid - customer. must finish frame and all six (6) sides of door Immediately (within 5 days) Item Number RH ❑ LH ❑ after Installation. # Door(s) Size ❑ 36 x 80 ❑ 32x80 ❑ Other Size Customer initials Delivery of Door YesV, No ❑ (check one) Haul away of any debris related to installation: Yesj< No ❑ (check one) Basic Installation includes the following: -Normal. Installation of door in same size square opening in good condition -Installation of hardware with pre -bored door -Reinstallation of present casing or customer provided new casing •Clean-up of jo"ite' .- ..:... ;. Basic IrwlnRatiorl does riot include the following: -Reframi46r alterations to existing structure or carpentry work resulting from old or damaged structure -Any reinstallation of Burglar Alarms -Any painting or staining or finishing of new door unit -Reinstallation of Screen or Storm or Security Door 'Reinstallation of vinyl,or aluminum covering on exterior molding With the.exception of Burglar Alarms and finishing, any of the above labor items can be' contracted at an additional cost and must be specifically listed in the additional specifications block on this contract. Vol T;10T Additional Specifications: The Environmental Protection Agency (EPA) hits requested that or. Lowe's notify installation custontlers that a lead used paint hazrd may exist in dwellings built r. -Tax prior to1871L Seepamphlet EPA 747 -1K -S111 -MI for details. / _ ; * LaborGI j,--.rti�' :7,t '-'1 �f'L) C4 'Tax t+ Total - dr 14 • Wham appileable labor 1s taxable; check taoal me rratrko ions. Work is to corrirtlenee'upon reasonable availability of Contradtor which is anNelpated to tie _ ._._....__. ._ _ [fill In date]. Eadmated cOinpledon date is [fill In da%]. NOTICE TO CUSTOMER All items listed in this contract and specification sheet(s) are to be Installed under conditions agreed upon at time of purchase and at the prioe appearing on this contract form. This assumes sounll existing substructures, SuperStrUetureand points of attachments. Extra labor or material incident to installation necessit ted by detective Substructures, supg*ncture, points of attachment, or the moving of fixtures or appliances to be billed at extra cast to customer_ DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READTHE TERMS AND CONDITIONS CONTAINED ON THE REVERSE SIDE OF THIS CONTRACT. ISY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDER- STAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THE REVERSE SIDE OF THIS CONTRACT. VOL) ARE ENTITLED TO A COPY OFT CONTRACT A IYE TIME OF 1 1G"TTURE: -7 - — �� / DAY OF �� WITNESS - �-•--- (se8d) Specialist ! WITNESS OUR tiA AND SEAL(3) t3E10 Is WAD WrR+� i � KAdi A0t1&AI ,A # af'�!� iia rr.gR�taBdd1#� �li¢f o1 �4r�r�laod�aflP'��1FivrIPu3►sITaim,aoii�tta,Iata,r$tp.i ..: . as i. _ 11657-duran, yvone-7-16-07 (1728x2182x2 tiff) 2007-07-14 08:11 407-430-4069 1657 -INSTALLED SALES P 1/3 SSZR135A LOWE`S HOME CENTERS, INC. SAF 1657 PAGE: 1 DATE: 07/14107 3780 ORLANDO DRIVE SANFORD FL ORDERED FOR: 7lVONE DURAN PHONE: (407)430-4060 ADDRESS: 117 LAKESIDE CIR. SANFORD FI, 32773 PHONE: (407)430-214.7 VENDOR NAME: HOLMES, NAN CONTACT: ADDRESS: ATT PHONE: (407)4bR-1010 ORLANDO FL 32818 FA,: (407)296-2960 PROJECT: 209912319 PERMIT LOWES PQ: 41232005 LOWES INVOICE: 73262 ASSOCIATE: FARAH PAZIENZA EST DELIVERY: 07/14/07 AR NUMBER: QTY ITEM ITEM DESCRIPTION BIN VEND_PART# COST EXT—COST 1 147142 PERMIT ------------------------------ PERMIT 100.OU 100.00 FRkT.GHT $ 0.00 'DOTAL $ 100.00 v r. 67 te_ e -L - * � � X_ i:7 -L Z/ �,o z/ SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES .,1111 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 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED 3, POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 4 PLASTIC STESTING OF LITE FRAME MATERIAL' TF CT IIF C r PIDTlh _ SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F RATE OF BURNING ASTM D635 MI 1.10 IN N SMOKE DENSITY ASTM D2843 69.67. TENSILE STRENGTH' ASTM f -7.488 DIFF ILN1I1_1 lIKLNL,ll AI ILK W[AI1'1LKING 4500 HOURS XENON ARC METHOD 1 149' MAX OVERALL FRAME WIDTH CIL� O N 21" MAX 36.375" MAX. Do — D.L O — — PANEL WIDTH37.5" MAX. ¢ N W/ASTRAGAL ~ FRAME WIDTH ZO 1— W U z�z z LL o O J CD w x o C Q U SO U U W �o m i 10 w ¢ Z LL F goo o� b UWU W O NJo V�1 }(l�aU F -IW Sp NC ^U DOUBLE INSWING UNIT W/SIDELITES Cwffi 81i0f k! KliTnnt. AevieNedBY Date Aa�iane f o e a e O SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WAIDELITES WITH SIDELITE WITH SIDELITE TABLE OF CONTENTS SHEET JJ DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS ANCHORING LOCATIONS & DETAILS DOUBLE DOOR UNIT W/SIDELITES DATE: 7/11/05 SCALE: N.T.S. D -C. BY: SWS CHK. BY: DRAWING N0.' DWG-MA-FLO130-05 SHEEP 7 OF 3, b 14 6" SEE DETAIL — 6" _..I + I1 3 I G. 3 I I 3 ...E.. r 3 I� 3,. SEE DETAIL N � µ W U as SEE DETAIL a /1® 0 3" J -H 1-3" 3. 3.. SEE DETAIL E" ##8 x 2-1/2" ##10 x 2" ##8 x 2-1/2" ##70 x 3/4" ##8 x 2-1/2" ##10 x 1-1/4" ##10 x 3/4= � #/10 x 3/4" ##10 x 2" DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" STRIKE PLATE TO FRAME AS SHOWN. AddarM to W9 0.962"1 � �� 1 375" — jjg�{gam Da18�� 1C INSWING THRESHOLD OUTSWING THRESHOLD 6" ;EE DETAIL C" 6" O N DO zC)f N O W U cc z w z�LL� tW- 0 0 O O � ^U ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DOW 995 OR EOUAL� I I / I/6 X 1-1/2" PHS • DOW 995 ^p-• OR EQUAL •`+A••5�; 73" T_ Q W Q J B B � A 06— O — 6,. _ a 6' 3" 6 6 —{ N � µ W U as SEE DETAIL a /1® 0 3" J -H 1-3" 3. 3.. SEE DETAIL E" ##8 x 2-1/2" ##10 x 2" ##8 x 2-1/2" ##70 x 3/4" ##8 x 2-1/2" ##10 x 1-1/4" ##10 x 3/4= � #/10 x 3/4" ##10 x 2" DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" STRIKE PLATE TO FRAME AS SHOWN. AddarM to W9 0.962"1 � �� 1 375" — jjg�{gam Da18�� 1C INSWING THRESHOLD OUTSWING THRESHOLD 6" ;EE DETAIL C" 6" O N DO zC)f N O W U cc z w z�LL� tW- 0 0 O O � ^U ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DOW 995 OR EOUAL� / I/6 X 1-1/2" PHS • DOW 995 ^p-• OR EQUAL •`+A••5�; FXTERIO 11111RIO TYPICAL GLAZING DETAIL GATE: 7/11/05 SCALE: N.T.S. DWG. BY: SINS CHK. BY: DRAWING NO DWG-AIA-I'L0130-05 SHEET 2 or 3 r SEE DETAIL "C" SHT 2 SEE DETAIL "E" SHT. 2 6., 3" 3„ 3.. 3.. �� II 6" 6' II I 6' — 6„ = OA 0-- 6 — II 6" II SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE 3�— 6,• -{ 6.. 3 -1� 3., 3" -1 �- 3"I DETAIL SHT. 2 I II �� II 6" 6' II I KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER 3' 3' CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED - -� 0 - B - SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE 3�— DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM. I 11 i� 6 6' I I I 3" -- �-- �. 1 € SEE DETAIL 1p "F" SHT 2 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 I-SHIM #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 15o" SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN0.25" LOCATION. MAX 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CLANSI/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". TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. HARnWARF C(`HFnl II F 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 1a. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE WITH 8" GRADE i (ANSI/BHMA Al 56.16) 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 SCALE: N.T.S. DWC. BY: SINS CHK. BY: DRAWING NO- OWG-AIA-FLO 131 SHEET '3 OF 3 SELF IGNITION TEMP rE,ry 680 'F > 650 'F RATE OF BURNING ASTM D635 1.10 IN/MIN C Lp cc ASTM D2843 69.6 TENSILE STRENGTH' ASTM D638 -7.48% DIFF SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT ¢ c 8'-0" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES 149" MAX. OVERALL FRAME WIDTH ZO 21 " MAX 36.375" MAX. - D. L 0. PANEL WIDTH -- I-- 37.5" MAX. FRAME WIDTH I {- W U :�i W/ASTRAGAL I z GENERAL NOTES 1 EVALUATED FOR USE IN LOCATIONS ADHERING TO W � W THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z ♦- DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 0 O DOES NOT EXCEED THE DESIGN PRESSURES LISTED z J 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. c _ 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 rn AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. u 4 PLASTICS TESTING OF LITE FRAME MATERIAL' U = X = TEST DESCRIPTION DESIGNATION RESULT O - 2 p O a ' o g No o D5W o� o ' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING uyy 4500 HOURS XENON ARC METHOD 1 o �w U Wit" L-J; Z° O O a K a �arIIVrI tD W m DOUBLE INSWING UNIT W/SIDELITES Na: tJToo �II� Date R In 0 U) Ll a Li Li IL-11 Lj L-j L-j L-j L-j Lj 1 11 11 11] a SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDE IT WHERE WATER INFILTRATION PERFORMANCE IS DATE: 711 105 DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE SCALE: N.T.S. CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING DWG. BY: SINS X 37.5 +40.0 -45.0 +45.0 -40.0 +19.0 -19.0 +45.0 -40.0 XX 74 +40.0 -45.0 +45.0 -40.0 +19.0 -19.0 +45.0 -40.0 CHK. BY: OX or XO 75 +40.0 -45.0 +45.0 -40,0 +19.0 -19.0 +45.0 -40.0 DRAWING NO.: OXO 112.5 +40.0 -45.0 +45.0 -40.0 +19.0 -19.0 +45.0 -40.0 OXXO 149 +4D.0 -45.0 +45.0 -40.0 +19.0 -19.0 +45.0 -40.0 DWG-MA-FLO131-05 SHEET I DF 3 SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F RATE OF BURNING ASTM D635 1.10 IN/MIN SMOKE DENSITY ASTM D2843 69.6 TENSILE STRENGTH' ASTM D638 -7.48% DIFF TABLE OF CONTENTS SHEET b DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS 01 6' SEE DETAIL 6" .. 3.• �I I iE 3 r 3 E..q 3" -i /H '1- 3" Ci �3- Q 31 ;EE DE 'C" I I I I r6 6 -a 6 6 I I I 3" - —G) L e 6. 6 --1 6' 3' 6. r� �1 I I 3.•3 3" ---] 7 1- ' 'E d 3.• 3 6" SEE DETAIL 6" F.. #8 x 2-1/2" #8 x 2-1/2" 6 T— #10 x 2" #10 x 3/4" #10 x 1-3/4" #10 x 2" • #10 x 3/4" E!! I #10 x 3/4" DETAIL "E" ASTRAGAL DETAIL "C'• ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. DETAIL "D" 1.375" T INSWING THRESHOLD 0.962"1 T OUTSWING THRESHOLD SEE DETA ..D.. SEE DETAIL ..0.. a Q0 O N Z 6 N O QCf) LU w z �Ld I- � 00 O O � U ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH ° THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL 'F" ASTRAGAL DOW 995 OR EOUAL--. f 16 % 1=1/2* PHS DOW 995 •• p..�. OR EQUAL EXTERIOR INTERIOR TYPICAL GLAZING DETAIL "BY: 7111105 .0131 OF SEE DETAIL "C" SHT. 2 6' 6" 3 —I I— Ci 3.. ¢ 3 C 0 o � U a SEE DETAIL "D" SHT. 2 r J Q a I I I I I s' s' I I I I II II II II I 3 —I 3..6' — 6" 3. mwq 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 SHIMMUST BE PLACED IN SHIM SPACE AT EACH ANCHOR 'MIN LOCATION. — MAX SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL—� 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 TOPICAL ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. HARDWARF SCHFDUIF 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" Y, 4" FULL MORTISE BUTT HINGES DATE: 7/11/05 SCALE: N-T.S. BwG. BY: SINS CHK. BY: DRAWING No.' DWG-MA-FL0170-05 SHEAT 3 of .3 Florida Building Code Online BCIS Home Log In Hot Topics Submit Surcharge Product Approval (,I J-1715-11 USER: Public User Page 1 of 5 F Stats & Facts Publications FBC Staff BCIS Site Map ' Lin Product Approval. Menu > .Product or.A...pplicat on Search > A.,.plication_List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email sM�� t,?•'q B� O T 0 R SECRETARY z 'E�►na"ii iKsE�Eraa,r Authorized Signature Technical Representative Address/Phone/Email EM�LgvI E Quality Assurance Representative `Q4 &k `" "`"''`'' `` Address/Phone/Email Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) FL4904 New 2004 Approved Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615)441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, Standard Year ASTM E1300 2002 ASTM E1300 1998 ht*p://www.floridabuilding.org/pr/pr app dtl.aspx?paraln=wGEVXQwtDgteluIwHNbblSciO%2baWgLu... 4/21/2006 Florida Building Code Online Page 2 of TAS 201 1994 TAS 202 1994 TAS 203 .1994 Equivalence of Product Standards Certified By Sections from the Code Section 2612 HVHZ PI Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Snmmary of Prnducts Method 1 Option A 07/25/2005 09/27/2005 08/14/2005 10/06/2005 FL # Model, Number or Name Description 6'-8" Opaque I/S and O/S Single Door 4904.1=Wood-edge Steel Side- Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID_4904_I_In.s...tall 68 WE, Glazed.pd Impact Resistant: PTID 49.04_I _Install 6$ WE. Opaqu.e._p. Design Pressure: +/- PTID 4904 I Install_80WE Glazed. -pd Other: Evaluated for use in locations adhering PTID_4904 I Install_80-WE Op_.aque.p to the Florida Building Code including the High Verified By: Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Max DP = +/- 76.0. When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO128-05 for additional information. 4904.2 Wood -edge Steel Side- 8'-0" Opaque I/S and O/S Single Door Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed.'3' -0" x 8'-0" max nominal size. http:7/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/.200 1 Florida Building Code Online Page 3 of 5 Max DP = +/- 70.0. When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO129-05 for additional information. I 4904.3Wood-edge Steel Side- 6'-8" Opaque I/S and 0/S Door w/ or w, �Siclelites Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: Other: Evaluated for use in locations adhering to the:Florida Building Code including the,High Velocity Hurricane Zone, and where :pressure requirements.: as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal I size. Max DP = +/- 55.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FLO128-05 for additional information. 4904.4_____]Wood-edge Steel Side- 8'-0" Opaque I/S Door w/ or w/o Sidelit. Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = + 45.0 / -50.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FLO129-05 for additional information. 4904.5 Wood -edge Steel Side- 8'-0" Opaque O/S w/ or w/o Sidelites Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High. http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgteluIwHNbblSciO%2baWgLu... 4/21/2006 Florida Building Code Online Page 4 of Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = + 50.0 / -45.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FLO129-05 for additional information. 4904.6 Wood -edge Steel Side- 6'-8" Glazed I/S and O/S Door w/ or w, Hinged Door Units Sidelites Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Max DP = +/- 50.5. When large missile j impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO130-05 for additional information. 4904.7 Wood -edge Steel Side- 8'-0" Glazed I/S Door w/ or w/o Sidelit Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the. High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = +40.0 / -45.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO131-05 for additional information. 4904.8Wood-edge Steel Side- 8'-0" Glazed O/S Door w/ or w/o Sideli Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions http //www.floridabuilding.org/pr/pr__app _dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/200, Florida Building Code Online Page 5 of 5 Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x -8'-O" max nominal size. Max DP = + 45.0 / -40.0. When large missile impact resistance is required, hurricane protective system is required. See installation I drawing DWG-MA-FLO131-05 for additional information. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: �*�- Ek M http://www.floridabuilding.org/pr/pr app_ dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006