Loading...
HomeMy WebLinkAbout120 Circle Hill Rd (2)Permit # : © �0 a ` !Se Job Address: 120 Cl role ii I 1 Description of Work: Historic District: PLEASE CALL NAN @ 407-.468-1010 WHEN READY....THANKS CITY OF SANFORD PERMIT APPLICATION 0.01 Date: �8 �o U RECEIVED TO" Zoning: Value of Work: S B S • blt 2 2 2006 Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole .Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Require Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: y , (Attach Proof of Ownership & Legal Description) yam, t,, , Owners Name & Address: t7 1 1 I !/� "Til n 1 1� Phone- Contractor Name& Address: LOWE' S Peter Anothy CafaroI I I 4948 Tell son Place . ORIANDO, FL 32822 SteteAiowseNmnber CGC 1508417 Phone &Fax 107-467-2643/407-327-0910 Contact Person MINDY HOLMES P,,,,,,0.407 468-1011 Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/Engineer: NN Phone: Address: Fax: .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 theremay be additional permits required from othergovernmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that l will notify the owner of the property of the requi ts-of Flri � FS 713. Signature of Owner/Agent Date S e -of Co or/Agent ate Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is Personally Known to Me or Produced H) Name Date Slgnatil& of tate of Florida Dte a DEBBIE LANTON MY CO3,AbN,(0Sf0N # DD 188491 a EXPIRES: February 25, 2007 Contra orlAt>k6trreEx_ PeRAil tt�� @5. 6 (o APPLICATION APPROVED BY: Bldg: 91Q Zoning. iaM Date) .Special Conditions: Utilities: FD: & Date) (Ini` & Date)t (initial & Date) ri • Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 http://www.scpafl.org/pls/web/re web.seminole_county_title?parcel=042030514000... 8/17/2006 DAP1D JOHNS aM CF -A[, ASA P PE. RTY 8E3 WILE € DUNTY.FL_ 1 Tot €: FIR5T sT SNFf Mb, FL"2771-1468 407-665-7506 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 04-20-30-514-0000-0110 Number of Buildings: 1 Owner: DETOMMASO ANTHONY JR & CONNIE Depreciated Bldg Value: $202,808 Mailing Address: 120 CIRCLE HILL RD Depreciated EXFT Value: $11,408 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $40,000 Property Address: 120 CIRCLE HILL RD SANFORD 32771 Land Value Ag: $0 Subdivision Name: MAYFAIR CLUB PH 2 JustlMarket Value: $254,216 Tax District: S1-SANFORD Assessed Value (SOH): $144,816 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $119,816 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $3,429 Deed Date Book Page Amount Vac/imp Qualified 2005 Tax Bili Amount: $2,307 SPECIAL Save Our Homes (SON) $1,122 WARRANTY DEED 07/1999 03701 0843 $151,700 Improved Yes Savings: 2005 Taxable Value: $115,598 Find Comparable Sales withinwithinthis Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS Pick ........... . Method Units Price Value LOT 11 MAYFAIR CLUB PH 2 PB 54 PGS 84 LOT 0 0 1.000 40,000.00 $40,000 & 85 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New 1 SINGLE 1999 9 1,232 2,748 2,336 CB/STUCCO $202,808 $209,621 FAMILY FINISH Appendage i Sqft GARAGE FINISHED/ 400 Appendage 1 Sqft OPEN PORCH FINISHED / 12 Appendage l Sqft UPPER STORY FINISHED / 1104 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 POOL GUNITE 1999 450 $7,425 $9,000 COOL DECK PATIO 1999 390 $1,126 $1,365 SCREEN ENCLOSURE 1999 1,576 $2,417 $3,152 SOLAR HEATER 1999 1 $440 $1,100 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re web.seminole_county_title?parcel=042030514000... 8/17/2006 Improving Hanle Improvement 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 PgYrFord for a io01( permit for work to be performed at a location described as: (Address of Job) (Owner of Property) L e `foYnYT,d S6 Ur . t Ay)iton, And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthonyfaro Area Installed ales 1 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/C'�'day ofkV,2006 r Notary public State of Florida ° GeoNery l Hollis No.pu y _' ,, se My Commission 00387355 My commission expires Expires 0111812009 11657 -de tommaso, jr, anthony-8-18-06 (1728x2544)2 tiff) [4] ... ...-w�-n..in. �m•r r� ✓F Ir Or AiYJf-.h".. "" • r.r r' r I@41 f6S �'i .. _�r•• f rR .1'11f 1 •IY ,♦ til - . .��. fY �V'.�r Q;4.i _ •Irl i .. i 6PECIA �� ....M��'r.-�IY �n'•rr.l Vi�r'n rr ,jj, '. h,14f�,. E8' r •91'W X44 (,/ cioWAn/y7' MER iV7f�.0 y 7�MrKAs r S EFT ADDRESS 9MEETADDRESIS a,t 19-4,6 a's'a "e F-6 yv " grnTE' aP L/ -6 0Q/'� C .r sr r-/,- c 3 ; i . r�,AN F �� [•- 3 7%3 TELEP,HQN0 — IHS .,'40A Amiii AVfi6Da1n13hMkd;°I°MRA@pBg-dr"Ir•rrva[,p5r,f,.(YF•,r"r[9M119,ARc- ... -_ - This Is a contract between Lowe's (as defined in the Terms and Conditions) rLowe's7, and the above-named Customer for the, installation of goods at the Customers residential premises (the'Premiso')'at the following Installation address: STREETAWRESS /� J / 210 CITY I Zx7 C." 1 tr- 1-i.r l �(1 k�L.- 6210 ��A�W STATE � '34 73 .., _ 1'`" �!S Lowe's to arrange normal installation of the following door(s)- Exterior Interior Prehung Unit A tab For warranty to be valid - Item Number RH El LH ❑ customer must finish frame and all six (6) sides of door # Door(s) Size, ❑ 36 x 80 El32xB0 Other Size -- - Immediately (within 5 days) Item Number RH E] LH f7 after installation. # Door(s) Size 36 x BO ❑ 32x80 0 Other Size _.. Customer initials Delivery of Door Yes)( No ❑ (check one) Haul away of any debris related to installation: YeNo ❑ (check one) r rr Basic Installation Includes tide 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 job -alto 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 Algrms and finishing, any of the above labor items can be contractedat an additional cost and must be specifically listed in the additional speclfications.block on this contract. su,4ba�rw%:' a-e'n:�"r# -.q,A�`I- �F19e1R0 amlr •a�T r 1 a.&�i'C•. g• .� xw.v .,p .y#{bS.�Ti"'���.�PLi�:d, 1� 1 Kaa:.0 A d Nonaf Specifka ow: The ErrvUonmental 'Protlection Agency (EPA) has requested that , . marls Lowe's notify installation custornera that alead based. paint hazard may exist in dwellings built , r 'Tax Tom_ prior to 1978. See pamphlet EPA 747 -K -.99-g01 for details. Labor s UG S T; fes. TafBu , .. wrwn Tor la lana Work Is W commence upon reasonable avaLbIllttr of Confaitor which' la hmtclpated to be [fill in date]. EsUmdod completion date Is [fill In dates. NOTICE TO CUSTOMEFI All Items listed in this contract and SpeClfiCation sheat(s) are to be Installed under conditions agreed Upon at time of purchase and at the prfoe appearing on this OEtIN> tloltti:'Ifds'aiwtrlesstxarHfeidstlrigautbStntahrres,•supd nie'eamt 0t . Fsamioborornwterlattri*k"toInstatladonneoe9skeW by defective substructures, euperstntctuie; points of aftachment; or the moAng of fbaures or appliances to be bWAd at mdre boat to malomer. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONIIXnONS CONTAINED ON THE REVERSE' SIDE OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE.ACICWWLEC41NG THAT YOU HAVE READ, UNDER- STAND AND AGREE TO THE TERMS AND CONDITtONSSET FORTH ON THE REVERSE SIDE OF THIS CONTRACT. YOU ARE ENTR'LED TO A COPY OF THIS CONTRACT 4VHE TIME OF SIGMA WI I Nt UR 1-IAND(S) AND S j Ow IRIS -•, UAy OF NESS (�) (Seal) (Seal) alist or Above . , Spouse FILE COPY 11657 -de tommaso, jr, anthony-8-18-06 (1728x2180x2 tiff) 2006-08-17 11:32 i7- 30-4069 1657 -INSTALLED SALES P 1/4 SCZRI35A LOWE'S KOJ1M CENTERS, IIdC- SAF 1657 PAGE, _ DATE: 08(17;`06 3780 ORLARTDO DRIVE SziNFORD FL ORDERED FDF,: DE TOMNASO,JR, AN`IH0NY (407)430-4060 ADDRESS- 120 CIRCLE MILL RD SANFORD Fr, 12'7—,1 n9CAT � rrn7ti anl_un.<; VENDOR NAME: HOLMES, RAN CONTACT: ADDRESS. ATT PHONE_ (407)468-1010 ORLANDO FL 32818 FAX: (407)296-2960 PROJECT: 160599463 PERNTT LOWES PO: 23097628 LOWES INVOICE: 83027 ASSCIC.IATE: RICHARD SC0iUTEC3U' E'ST DELIVERY: 07131/06 Aid VJMBER: QTY I"-"E� ITEM DESCRIPTION BIN V2ND PART# COST ^kT COST .----------------------- --------------------- 1 147142 PERIXIT PERMIT � FLAN5 CU�COF SAA9 FUCIRD 09 OFEdcE P��M9� SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REDUIREMENTS 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 nC_0l0Tinu . . SELF IGNITION TEMP A5TMD1929 680 'F > 650 'F RATE OF BURNING ASTM D635 1.10 IN MIN SMOKE DENSItt ASTM D2843 69.67. TENSILE STRENGTH•. ASTM D638 -7.48% DIFF f�GR YYCAIl1LRIN�f 4500 HOWRS XENON ARC METHOD 7 SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 IANCHORING..LOCATIONS & DETAILS 3 IANCHORING LOCATIONS & DETAILS q 149" MAX OVERALL FRAME WIDTH CL Com+ O *®;,4121" MAX 36.375" MAX. U p03 s 6D.L 0 PANEL WIDTH {_ 37.5" MAX. Q N W/ASTRAGAL I FRAME WIDTH O (n 1= LL1 U z �Z WLu ' Z C,:: 0I— I" I _j cr) N O x a O Q U 2 W � a x , g ap Vf Z5• N � � 0� I O ❑ I DOUBLE INSWING UNIT W/ IDELITES & Miendun>oN41d � owwc m Nw m Date f ! SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELITE DOUBLE DOOR UNIT W/SID IITFS 711110 N. T. S. BY. SINS BT; NG NO. - OF r 63" SEE DETAIL 3" 6" 3 r 3 I 3" r, 3 3 —i i— 3': SEE DETAIL "C" I I I 16" 6" f M6 % 1 -1/2 -PHS :eat M1` Dow 0 a — B A _ B a r J � B � INTERID I l 6' l r � 6., 3" 6" -� 11 0 o III a a SEE DETAIL ..D.. J a 0 0 M rul itI It' J/% I 3" 3' 6" SEE DETAIL 6^ F" #8 x 2-7/2•• #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" E!! #10 x 3/4' #10 x 2" DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" STRIKE PLATE TO FRAME AS SHOWN. MdardatoWU 0.962' / ,.37T T� INSWING THRESHOLD OUTSWING THRESHOLD 6" - ;EE DETAIL C" 6" c O N Zcr N O WU CC �z Ll W Z ct F�— �_ 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 DOW f M6 % 1 -1/2 -PHS :eat M1` Dow OR EQUAL FXTERIQ INTERID TYPICAL GLAZING DETAIL DATE: 7/71/05 SCALE: N.T.S. DWG. 8Y: SINS CHK. BY: DRAWING NO DWG-MA-FLOI30-05 SHEET 2 OF 3 SEE DETAIL "C" SHT. 2 r.� 0 6" 3 �1 I� J�1II If�IITI� U vaa SEE DET. D SFf7. J 'a w 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 iso" SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN 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". io ).25" MAX SHIM 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. a 3'� 36 6` 3, �3., g• ' 6„ I I I I v I I I I CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED k1. AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES o a — _ J} Q W w B — I II C H II I 6 _ II I 0 0 a HARDWARF S,rHFDI II F CL cr- O N p�N O LZ cc Q L Oo O O n0:� NU SCALE: N.T.S. owc. BY: SWS cw. BY: 5RMN -NO.' DWG-MA-FLO130-05 SNEEf 3 of 3 KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED k1. AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES CL cr- O N p�N O LZ cc Q L Oo O O n0:� NU SCALE: N.T.S. owc. BY: SWS cw. BY: 5RMN -NO.' DWG-MA-FLO130-05 SNEEf 3 of 3 F-• r • c SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT O (-) O Do 8'-0" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES -7.489. DIFF 149" MAX. OVERALL FRAME WIDTH Z Q� N - - - 21 " MAX 36.375" MAX.O_ (n D10. PANEL WIDTH W/ASTRAGAL 37.5" MAX. FRAME WIDTH W U Z � GENERAL NOTES Z Q 1 EVALUATED FOR USE IN LOCATIONS ADHERING TO EL Lu Lu THE FLORIDA BUILDING � LLJ CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, C) DOES NOT EXCEED THE DESIGN PRESSURES LISTED Z 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. N V) (j� O 3.. POLYURETHANE CORE FLAME SPREAD INDEX 50 rn AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a U v 4 PLASTICS TESTING OF LITE FRAME MATERIAL* = TEST DESCRIPTION DESIGNATION RESULT ¢ p ci W = SELF IGNITION TEMP ASTM D1929 680 'F > 650 'f C RATE OF BURNING ASTM D635 1.10 IN MIN D 0 a SMOKE DENSITY ASTM 02843 69.68 TENSILE STRENGTH' • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1IL ff g y 11 0 0 a a DOUBLE INSWING UNIT W/ ID ITES �AfffC811011 �: � N Z O Ln Li 4: w r 0 SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SID ITS DOUBLE DOOR UNIT W/SIDELIT S WITH SIDELITE WITH SIDELITE p Z TABLE OF CONTENTS WHERE WATER INFILTRATION PERFORMANCE IS DATE: 7111105 DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE �E: N.T.S. SHEET // DESCRIPTION CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING 1 TYPICAL ELEVATIONS & GENERAL NOTES X 37.5 +40.0 -45.0 +45.0 -40.0 +19.0 -19.0 +45.0 -40.0 DWG. BY: SINS 2 ANCHORING LOCATIONS &DETAILS XX 74 +40.0 -45.0 +45.0 -40.0 +19.0 -19.0 +45.0 -40.0 C.K. BY: 3 ANCHORING LOCATIONS &DETAILS OX or XO 75 +40.0 -45.0 +45.0 -40.0 +19.0 -19.0 +45.0 -40.0 OXO 112.5' +40.0 -45.0 +45.0 -40.0 +19,0 -19.0 +45.0 -40.0 DRAWNG NO.: OXXO 149 +40.0 -45.0 +45.0 -40.0 +19.0 -19.0 +45.0 -40.0 DWG-MA-FLO131-05 SHEET 1 OF ASTM 0638 -7.489. DIFF 6" SEE DETAIL 6" 3•• "E" 3. 3.. EE DE 'C" 3" — 3 3.. 3- I.— T. 3" —I O — U r J D w B IL B O a B — A A I I I I I 6. 6" 6"3 it I 6.. 6" 3" 3" 3.. TT - 3^ SEE DETAIL 6" #8 x 2-1/2" #8 x 2-1/2" 6 R T— #10 x 2" #8 x 2-712" /%10 x 3/4" #10 x 1-3/4" #10 x 2" #10 x 3/4" #10 x 3/4" DETAIL '•E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" 1.375" T INSWING THRESHOLD STRIKE PLATE TO FRAME AS SHOWN. 0.962"+ Ad*d6IoMM c*Vicdm TDraleRevtell�e� r OUTSWING THRESHOLD SEE DETF ..D.. c O N 00 Z �N O ZZ gLuZ rc Q Z ctw Z000 O � Q � U SEE DETAIL "C" 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 OR EQUAL '� w EXTERIOR INTERIOR TYPICAL GLAZING D TAIL DATE: 7/11/05 SCALE: N.T.S. DWG, BY: SINS CNK. BY: DRAWING NO, OWC-MA-FL0131-05 SHEET 2 OF 3 r SEE DETAi "C" SHT SEE DETAIL "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 #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 1.50" SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN 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. io c T- ZO L 6" 3" 6" I c 3 r "I -d f" 3'i DETAIL SHT. 2 I I I 6' 6" I I I KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED 3,. 3.. l AT 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16) 0 SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE DOOR PANEL - (1) AT TOP AND (1) AT BOTTOM. L14" O d J Q 0 W W 0 E B G)- 3" 3' 3" 6' 6' 3 6"31 c �'1 f— 6 3„ MAX SHIM TYPICAL ANCHOR INSTALLATION HARDWARE SCHFDIII F 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. I 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. L14" X 4" FULL MORTISE BUTT HINGES 1717 k:0511' i��• DATE: 7/11/05 SCALE: N.T.S. D., .: SINS CHK. BY.- DRAWING Y:DRAWING NO..: DWC-MA-FL0131-05 SHEET 3 OF 3 Florida Building Code BCIS Home ' Log In Hot Topics 1 Submit Surcharge 1 Stats & Facts 1 Publications j FBC Staff i BCIS Site Map j Lin 4—ow, Product Approval USER: Public User Produc..t._gpp_roval Me_n.0 > .ro.d.uct o.r_Application Search. > A.pphcation _List > Application Detail k FL # Application Type ` Code Version Application Status Comments �t Archived -. aM Product Manufacturer Address/Phone/Email Authorized Signature h Technical Representative �i � Address/Phone/Email 0 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 bttn-//wwui flnrirlabrnilrlina nr(-Y/nr/ Nr ann rltl acrw7naram—w(:FVY(1.vtTlntalnT.,.T��i>,t,ic ;noi��.,\x1 ,T „ ni)i /)MA i Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved mmary of Products TAS 201 TAS 202 TAS 203 Section 2612 HVHZ PI Method 1 Option A 07/25/2005 09/27/2005 08/14/2005 10/06/2005 Page 2 of 5 1994 1994 1994 i FL # Model, Number or Name Description 4904.1 Wood -edge Steel Side- 6'-8" 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: PTID_4904_I Install _68..WE Glaze.,d..pdf Impact Resistant: PTID_4904_I_Install 68._WE..O.paque..,pd Design Pressure: +/- PTID 4904 I Install _80_WE Glazed. -Of Other: Evaluated for use in locations adhering PTID 4904 I Install 80WE.Opaqu.e..pd Verified By: 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 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. i http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006 9orida 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. 4904.3 Wood -edge Steel Side- 6'-8" Opaque I/S and O/S Door w/ or w, Hinged Door Units �ISidelites 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 Fisted. 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-FLO128-05 for additional information. 4904.4 Wood -edge Steel Side- —11 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. 4904.5Wood-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 lhttn-Humny flnrirlahnilrlina nra/nr/nr ann rltl ai?li?nn6 Florida Building Code Online Page 4 of 5 It 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 wh 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 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 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. 4904.8 Wood -edge Steel Side- 8'-0" Glazed 0/S Door w/ or w/o Sidelit( Hinged Door Units Limits of Use (See Other)rIn tification Agency Certificate Approved for use in HVHZ: tallation Instructions httn://www.floridabuildin2.orWi)r/nr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%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'-O" 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 I I 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. Copyn ht_and Disclaimer Product Approval Accepts: Fig F httn•//www flnririnhnilrlina nry/nr/nr nnn rltl A/)1 /)nnA