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HomeMy WebLinkAbout218 Sir Lawrence DrPLEASE CALL NAN ; 407 468-1010 WHEN READY. .ltiG CITY OF SANFORD PERMIT APPLICA -ION THANKS Application # Submittal Date: Job Address:,,Ll � Sf r iawre_nCl,p Dr. Value of Work: S el+" Parcel ID: 10-20 W —501-0000-0130 Zoning: Historic District: Remove & Replace Size for Size Description. of Work: ayOY P Square Footage: 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 I 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 ) .........................J.................................................................................... Property Owner: S (0 i nd f erg . Contractor: LOWE' S HOME CENTERS INC` Address: I -VV Address: 4948 TELLSON PL ORLANDO FL 32812 Phone:LJ(Q:�i� blO State License Number: CGC 1508417 PhoneL461'32.1-1)9q E-mail: Bonding Company: Address: Architect/Engineer: Address: Mortgage Lender: Address: Phone: Fax: Plan Review Contact, Person: Nan Ho l mP �-­ Phone4 0 � d_ 1 6ax: E-mail: EHo lme S 7 7 7 @ a n 1 , com 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 priorto 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 the property eq em ntsaFlaen aw, FS 713 Signature�of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State, f Florida Date Owner/Agent is _ Personally Known to Me or Contractor/Agent is _ Personally Known to Me or ��'®� Produced ID _ Produced ID APPROVALS: ZONING: UTIL: FD: ENG: BLDG: Special Conditions: Rev. 07.07 1 l ., 4948 Tellson PL Orlando, Florida 32812 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney 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 my lawful attorney in fact to act for me and apply to �5r�a for a permit for work to be performed at a location described as: (Address of Job) 218 Sir W yrehce fir( (Owner of Property) � I , . I I ___ I And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony CafarII 0 Area Installed Sales anag 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 2— day o 2007. No.public / My commission expires a Wallotary Public State of FloridaElizabeth A Ronco My Commission DD633831 Expires 0112812011 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/web/re web.seminole_county_title?parcel=1020305010000... 6/28/2007 DAVM JGH7450N�.CFA, ASA PROPERTY ISER SQ,91NtSL.E ODIlNTY::FL. 11.01 E FYast 5'r sAHF a4 m3277 1 -146B 407-�6i5_-7508 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-501-0000-0970 Number of Buildings: 1 Owner: SPINDLER HAZEL Depreciated Bldg Value: $148,678 Mailing Address: 218 SIR LAWRENCE DR Depreciated EXFT Value: $1,881 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $33,000 Property Address: 218 SIR LAWRENCE DR SANFORD 32773 Land Value Ag: $0 Subdivision Name: GROVEVIEW VILLAGE Just/Market Value: $183,559 Tax District: S1-SANFORD Assessed Value (SOH): $79,670 Exemptions: 00 -HOMESTEAD (1994) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $54,670 Tax Estimator 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $2,462 Deed Date Book Page Amount Vacllmp Qualified 2006 Tax Bill Amount: $913 WARRANTY DEED 01/1976 01104 1729 $32,900 Improved Yes Save Our Homes (SOH) Savings: $1,549 WARRANTY DEED 01/1976 01076 0001 $395,200 Vacant No 2006 Taxable Value: $52,727 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS: Pick.. Method Units Price Value LEG LOT 97 GROVEVIEW VILLAGE PB 19 LOT 0 0 1.000 33,000.00 $33,000 PGS 4 TO 6 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1975 6 1,176 2,323 1,630 BOCK ONC $148,678 $172,881 FAMILY Appendage / Sqft ENCLOSED PORCH FINISHED / 374 Appendage I Sqft ENCLOSED PORCH FINISHED 180 Appendage I Sqft ENCLOSED PORCH UNFINISHED/ 693 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 1994 221 $1,066 $1,879 ALUM PORCH W/CONC FL 1994 221 $815 $1,437 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 JustlMarket value. http://www.scpafl.org/web/re web.seminole_county_title?parcel=1020305010000... 6/28/2007 2007-06-28 W 11657-spindler, hazel -6-28-07 (1728x2788x2 tiff) [4] 07:34 407-430-,4069 1657 -INSTALLED SALES P 4/4 CONTRACT#t 20501061: NUMaER' �'ij j'sy a.' CU 6R t l SO'D �,� 5 .-Ze.% SP(.rk- l-Ct-- in lx� :N STATE ZIP M'mm ►>•Yt nb ixY,t aYm 4tl_ _AV y`r DAT -} , LD E'S CONTR/ACTQR/L�ICEQNSE NU/MD6R "" i � � # F � 6'�'SH J"All �4 Ap �p ¢ LCC � � � RFp i SII. der 1K.�!'t '�"�^'". 1 I • r �i V / J} W iF'lIF'Ir CHARGE :ab A'' -*;V p lrLrill IIN �+! .: �k 1160s4d1 Ali R'* •aA. ..p* R 464,4q 10.41i i,#�• ppit .F 4{r .t;LLb>6A4w*!a a"f•CaRI*p lsf;iEm:t� This is a contract between Lowe's (as defined in the Term& and Conditions) ("Lowes), and the above-named Customer for the installation of goods at the Customers residential premises (the "Premises') at the followina installation address: Z/'.r LC�<<r�nc_ e [')rive �._......._..- 3�7 7 3 . Lowe's to arrange normal installation of the following door(s): Exterior X Interior Prehung Unit Slat' For warranty to be valid - Item Number - RHO LH.�ir, customer must finish frame # DoorSize ❑ 36x80 12x80 ©Other Size and all six (6) sides of doors} immediately (within 5 days) Item Number RH ❑ LH ❑ after Installation. # Door(s) Size 0 36 x 80 ❑ 32x80 ❑ Other Size Customer Initials�� Delivery of Door Yesld. No C 1 (oheck one) Haul away of any debris related to installation: Yeso No ❑ (check one) Jar_", Basic Installation includes the following: �) }tom 5 1Z -Normal Installation of door in some size square opening in good condition C, 4- -1 Installation of hardware with pre-b%red dgpir 9FWristttffation of present casing or Oustofflibt' providadnew casing -Clean-up of job -site Basic Installation does not Include the following: . *Reframing or 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 ontract_ specifically listed in.the addltional specifications block on this contract- s� '+Err► .. v. sTp r ,f }¢al 4 .rIS. A3$p dpi JE{ gw�M1�p 1�.s1 ♦. #. .? py#y�y a�.a�+M IP !54-4 i�Yd..►i1L.ilSa.s.x.g:'�'�t.'�.��MA'Ii6q$ril-R.A'9r 43 ]�iilor�9hi-IMalbtlYleuils Ja.ad A: !#............. �I iYJSFdrf'S�'Ff �:N.r: 916:16 Add/tio+ml Specllfe9 foes: The Environmental Protection 'Agency (EPA) has requested that � Marts (D Lowe's notify Installation customers that a lead baled paint herd may exist in dwetlin s. *Tax prlor,to l-978. Sae pamphlet EPA •747-K-99-001 for dietat/s.:. `,II. bar . C5 *Tax • C. Total r Vn"Wo spplitar" wbor is }sk*tFw 1� fes. 1 chock local tax nmoatctions. I -Wcwk fv'to Conwmeno& vport romename avausbNAy of eantreator which is anticipated to be tfiY in datiel.- Fa uutated completion date is Affil In.datol. NOTICE TO CUSTOMER All items listed in this contract and specification sheet(e) are to be Installed under conditions agreed upon at time of purchase and at the price appearing on this contract farm. This assumes sound existing substructures, superstructure and poirlits of attachments. Extra labor or material Ineldent to Installation necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra Cost to customer. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON THE REVERSE SIDE OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDER- STAND AND AGREE TO THE TERMS AND CON01ITIONS SET FORTH ON THE REVERSE SIDE OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE - WITNESS OU" HAND ND SP.AL(3) 6ELOW TH19 DAV or �...�,. •^ WIT S ��-..0 Cir✓ (Seal) owner (Seal) .__ (Seal) specialist aSpouse 11657 -Spindler, hazel -6-28-07 (1728x2l78x2 tiff) LtJU(-ub-L25 U(:JJ 4U(-4JU-4Uby ruw-1NSIALLLU SALLS N -I/4 SSZR135A L,OWE'S HOME CENTRRS, INC. SAF 1657 PAGE: 1 DATE: 05/28/07 3780 ORLANDO DRIVE SANFORD FL ORDERED FOR: HAZEL SPINDLER PHONE: (407)430-4060 ADDRESS: 218 SIR LAWRENCE DR SANFORD FT. 32773 PHONR: (407)321-1199 VENDOR NAME: CONTA('T ADDRESS: A,� PHONE IV rA FL 32720 r'AX. r PROJECT: 207202450 PERMIT LOWES P0: 41231628 LOWES INVOICE: 72335 ASSOCIATE: FARM PAZIENZA EST DELIVERY: 06/27/07 AR NUMBER. QTY ITEM ITEM DESCRIPTION BIN VEND„PART# COST EXT—COST -----_-------------------------------------------------------------------------- 1 147142 PERMIT PERMIT 100.00 100.00 FRETCHT $ 0.00 TOTAL $ 1.00.00 "'LANS RE"vlEWErDl,# L) CITY WF SANHOR132'r . a is ” rul �. ch PERMIT # DATE. scx 149" MAX OVERALL FRAME WIDTH O SIDE HINGED WOOD -EDGE STEEL DOOR UNIT 21" MAX 36.375" MAX. 0 cc D.L 0 - - PANEL WIDTH 37.5'" MAX. ¢ � N 6'-B" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH ~ ZO cn ~ WEC U z �z GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Z THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS. FOR BUILDINGS AND OTHER STRUCTURES, Z DOES NOT EXCEED THE DESIGN PRESSURES LISTED cr 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED x o,�; O Q 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 E x U AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 4 PLASTICS TESTING OF LITE FRAME MATERIAL' TEST DESCRIPTION DESIGNATION RESULT ® c a X K ONO Z W O p COMPARATIVE TENSILE STRENGTH AFTER WEATHERING W W �-Zf N m W 4500 HOURS XENON ARC METHOD 1 e �joa U LL. O DOUBLE INSWING UNIT W/SIDELITES a a } CeAfm�enNo: ( Rer�erledBY Date o 0 U) w H- 0 SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WISIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELITE O Z WHERE WATER INFILTRATION PERFORMANCE IS TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE: 7/11/05 CONFIG MAX WIDTH INSWING DUTSWING INSWING OUTSWINC SCALE: N.T.S. SHEET �/ DESCRIPTION X 37.5' +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 7a" +50.5 -50.5 +50.5 +19.0 -19.0 +50.5 -50.5 DWG. BY: SWS 2 ANCHORING LOCATIONS & DETAILS - OX or XO 75' +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +SO.S -SO.S - CHK. BY: 3 ANCHORING LOCATIONS & DETAILS OXO 112.5' +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 CHK. BY Ho. OXXQ 149' +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 DRADWGI MG -0. 0130-05 SHEET 1 OF 3 SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F RATE OF BURNING ASTM 0635 1.10 IN MIN SMOKE DENsItt ASTM D2843 69.6% TENSILE STRENGTH• ASTM D638 -7.467 DIFF 6' SEE DETAIL .. 6 3 r 3., ..E.. � 3 Y' �111 - —1 1— 3'; 3' � —I � - SEE DETAIL ..C.. I I I 16" 6' �— 6' _ � a a 0 a 8 8 �\ 8 0 O 6• 3' U'==t== I I N � p V a SEE DETAIL ..D.. 0 0 w w 0_ N O a G 3 —1 f' 3" L , 3.. 3•.I I .. I"_ 6" A �7 f 6" 6 SEE DETAIL F" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH #8 x 2-1/2" #10 x 2'" #8 x 2-1/2' THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH #10 x 3/4" ® 6ii;�® FOR A 1.375" THROW #8 x 2-112" #10 x 1-1/4" #10 x 3/4" 10 x 314" DETAIL "F" ASTRAGAL � # #10 x 2•" DETAIL EASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT ooW 9es DETAIL "D" STRIKE PLATE TO FRAME oa EQ.L� AS SHOWN. 16 x 1-1/2" PHS Ad*)J n to NAW 0.962"I C6AfiCatioR NO.: `•,x;i . 7.375" 9—� QdiB 1C o T OR0WEQUA995L ' INSWING THRESHOLD OUTSWING THRESHOLD EXTERIOR Nr ai a TYPICAL GLAZING DETAIL SEE DETAIL C" lal I t o DATE: 7/11/05 SC&E: N.T.S. DwG. BY: SWS CNK. BY: DRAWING NO' OWC-MA-FL0130-05 SHEET 2 OF 3 .J 6' 6" 3 S� 3� II r�6' I II G II SIGNED AND SEALED BY HAROLD E. RUPP, PE AT 5-1/2" CENTERLINE. (FLORIDA #15935) WITH THE. LOWEST (LEAST) 4" Y. 4" FULL MORTISE BUTT HINGES FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND 0 THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE — - ' SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR 1.5 MIN N LOCATION. .25 AX U a SEE DETAIL 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CLill ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT - N "D" SHT. 2 MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TYPICAL ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. r J 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. a o SEE DETAIL o -- "C" SHT. 2 — - A 0 � G II r�6' I II G II 3" —I I— ' 6'+. ATTACHMENT DETAIL KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED SIGNED AND SEALED BY HAROLD E. RUPP, PE AT 5-1/2" CENTERLINE. (FLORIDA #15935) WITH THE. LOWEST (LEAST) 4" Y. 4" FULL MORTISE BUTT HINGES 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 1.5 MIN LOCATION. .25 AX HIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CLill 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 TYPICAL ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. HARnWARF SCHFnI II F 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. DWG. GY: SWS CHK. BY: DRAWING NO.' DWG-MA-FL0130-05 '-EE 3 01 3 SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 8'-0" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES 00 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 PLASTICS TESTING OF LITE FRAME MATERIAL' occ,"T 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 —M—All— ICNJILC ]IKLNUIH AFILK WtAINLKINU 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET #1 DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS. SINGLE DOOR UNIT WITH Sl ELITE 149- MAX. OVERALL FRAME MOTH 21 " MAX 36.375" MAX. — D. L 0. PANEL WIDTH — 37.5" MAX.. W/ASTRAGAL I FRAME WIDTH SINGLE DOOR UNIT WITH SIDELITE DOUBLE INSWING UNIT W/SIDELITES SINGLE DOOR UNIT W/SIDELITES N x U x W a mbldntowu Cerlficatim k: RWvIMW BY McRariewe tom, o DOUBLE DOOR UNIT W/SIDE ITES c 0 �oDo z ct�("j O � wU z�z z �L'i C) � U Lal DATE: 711 1/0E SCALE: N. T. S. DwG. BY: SWS CHK. BY: DRAWING NO, DWG-MA-FLO131 SHEET 1 OF 3 i SINGLE DOOR UNIT WITH SIDELITE DOUBLE INSWING UNIT W/SIDELITES SINGLE DOOR UNIT W/SIDELITES N x U x W a mbldntowu Cerlficatim k: RWvIMW BY McRariewe tom, o DOUBLE DOOR UNIT W/SIDE ITES c 0 �oDo z ct�("j O � wU z�z z �L'i C) � U Lal DATE: 711 1/0E SCALE: N. T. S. DwG. BY: SWS CHK. BY: DRAWING NO, DWG-MA-FLO131 SHEET 1 OF 3 i Ri SEE DETAIL g" E. 3.. �J I 1 3 I` 3 11 C 3'• —i /rf:f�— 3" 6 3 EE DE .D.. I I I I� 6• 6 ---� 6 6� i I 3.. 8 IL — 6' 6 6" 3.. ' — 6 I I 3 — 3 f'�� 3.. 4. 3" --\� I/1— 3 It 3" 3" 3..i 6• 6• 6' — SEE DETAIL -7 ---{I 6" I` F., #10 x 2"ASTRAGAL RETAINER BOLT HOLE #8 x 2-1/2" MUST BE DRILLED THROUGH ° THE THRESHOLD & INTO THE #8 x 2-1/2" #10 x 3/4" ® STRUCTURE DEEP ENOUGH #10 x 1-3/4" FOR A 1.375" THROW #8 x 2-1/2" #10 x 2" #10 x 3/4" DETAIL "F" ASTRAGAL #10 x 3/4" DETAIL "E" ASTRAGAL 11 W 9Bs DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT OR EOUAL� STRIKE PLATE TO FRAME qB X 1-1/2" PHS DETAIL "D" AS SHOWN. � Ad�dlm to NPAU _ 0.962"+ 1.375" �9fIfM&60fIN0.: / p_'•: T —� r Date A sv 11 DOW R OR995 +fr�b., OEQUAL •::yA,.g :;' INSWING THRESHOLD OUTSWING THRESHOLD XT RIORNTI ERIOR TYPICAL GLAZING DETAIL O a SEE DETAIL O N U Z rt CN CN O cc1S Q W Z � FW ti 00 O O Q � U DATE: 7/7 1/05 SCALE N.T.S. DWG. BY: sws CHK. BY: DRAWING NO DWG-MA-FLO131-.05 SHEET 2 OF 3 SEE DETAIL "C" SHT,2 SEE DETAIL E' SHT: 2 II II CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED Gy- 6"-- II _6„ II 3.. 6.. 3• 6" _ C 6 3� 6 3 — 31 SEE DETAIL SHT. 2 J U I 3.. - �- SEE DETAIL O - 3 3" "F" SHT. 2 6.. — 6" 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 sa" SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN — 0.25" LOCATION. MAX SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL A ANSI/AF&PNDA 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. HARDWARF SCHFDI II F 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 6' 6' KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED 3.. 3.. I 0 W Q (n _ 2. 4" X 4" FULL MORTISE BUTT HINGES Q W W 0 E 3' 3' Il 6 r -� II I 3.. - �- SEE DETAIL O - 3 3" "F" SHT. 2 6.. — 6" 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 sa" SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN — 0.25" LOCATION. MAX SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL A ANSI/AF&PNDA 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. HARDWARF SCHFDI II F 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 1 a. 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 SCALE: N.T.S. DWG. BY: SWS CHK, BY: DRAWING NO , DWG-AfA-FL0731-05 SHEET 3 OF 3 I Florida Building Code Online Page I of 5 �F`..�'�""pf�•,."�^{�rr^" ,�.,,a"T�'x^r^iir '7j-"z"Y"kt tid.!g"_.""�'`"'^a°tom""rye r: �� '^kids T 16 " �` ��yt[�. ,�3 -` F j t M T Y H�+ F � i Ai •C t, .�` rt.''1-:.?�pT„Z`r,4�'�F p�t, �, `s� �RS�ar`sr � _ �x,...,��'}"trdt:':..a S'au.��'+>td:...'euii*.�a..L{»i+tX•': 4`N�Pc'."°. ,. 1�1�, 95i, � � i 1 S��G ri�C � t�' r�S �' d� �q�� e' n t �i ♦,cl' �M e Log In Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Lin Product Approval USER: Public User P.r .duct_App_roval. Menu > Produ..t or Application Search > Application List > Application Detail Product Manufacturer Address/Phone/Email 1. M60ii3i Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative 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 ASTM E1300 ASTM E1300 Year 2002 1998 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006- L__ . FL # Application Type Code Version cows Application Status • FLORIC�ACdMM�.t�NlTi y$Qgq;+ Comments �r. Archived Product Manufacturer Address/Phone/Email 1. M60ii3i Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative 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 ASTM E1300 ASTM E1300 Year 2002 1998 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006- L__ . Florida Building Code Online Page 2 of 5 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 Method 1 Option A Date Submitted 07/25/2005 Date Validated 09/27/2005 Date Pending FBC Approval 08/14/2005 Date Approved 10/06/2005 ;Summary of Products 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: PTI-D_4904_I._I.nst.alI 68 WE Glazed..pdf j Impact Resistant: PTID_4904_I In_s_tall 68 WE O.paque._pd Design Pressure: +/- PTID 4904 I Install _80_WE_ Glazed._pdf Other: Evaluated for use in locations adhering PTID 4904 I_ Install_ 80_ WE Opague_pd 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'-O" 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. i http://www.floridabuilding.org/pr/pr_ app dtl.aspx?param=wGEVXQwtDgteluIwHNbblSciO%2baWgLu... 4/21/2006. 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-FL0129-05 for additional information. 4904.3 Wood -edge Steel Side- 6'-8" Opaque I/S and O/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 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-FL0128-05 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-FL0129-05 for additional information. 4904.5 --] Wood -edge Steel Side- 8'-0" Opaque 0/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=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006. Florida Building Code Online Page 4 of 5 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/i Hinged Door Units Sidelites Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions j 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 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 Sidelite 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 1 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 I drawing DWG-MA-FLO131-05 for additional j information. i 4904.8 Wood -edge Steel Side- 8'-0" Glazed O/S Door w/ or w/o Sidelit( Hinged Door Units Limits of Use (See Other)Certification Agency Certificate j Approved for use in HVHZ: i Installation Instructions http://w-ww.floridabuilding.org/pr/pr__app _dtl.aspx?param=wGEVXQwtDgteluIwHNbblSci0%2baWgLu... 4/21/2006• Florida Building Code Online Page 5 of 5 Approved for use outside HVHZ: 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 / -40.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO131-05 for additional information. Verified By: 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: Ed f http://www:florldabuilding.org/pr/pt___app_ dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006;