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HomeMy WebLinkAbout364 Fairfield Dr (3)PLEASE CALL NAN @ 407 468-1010 WHEN READY... THANKS f CITY OF SANFORD PERMIT- APPLICATION �% �} Permit # : �✓�� l Date: �V 1 �� Job Address: Description of Work: Historic District: ILI Zoning: Value of Work: S f// / z ' 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. Required) 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#: iaC-/ I-__?l—'Dl(,p-O JV" Owners Name & Address: {-1 5CMt1 J Pe-rrt & Legal Phone: Contractor Name&Address: LOWE'S Peter Anothy CafaroIII 4948 Tellson Place ORLANDO, FL 32822 Si-�e-t;cem@N.,nber: CGC 1508417 Phone &Fax407-467-2643 407-327-0910 Contact Person`: MINDY HOLMES Phone:407 468-1011 Bonding Company: NA Address: Mortgage Lender: IIIA Address: Architect/Engineer: NA 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. 77/ OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requiren - ,n w,S 713. Signature of Owner/Agent Date Si ?pre o ontrac or/Agent Date t' Print Owner/Agent's Name Print Contractor/Agent's ame P Q� Signature of Notary -State of Florida Date Signature olrNotA-Sfate of Florida Date Owner/Agent is Personally Known to Me or Contract t3 Q r _ Produced ID pry-GIY���iL40 OF 00.0 -3 --NOTARY FI. Na ay Discount Assoc. Co. 1-4 APPLICATION APPROVED BY: Bldg Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) .Special Conditions: 4948 Tellson PL Orlando, Florida 32812 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: '�;-/q/0--7- 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 my lawful atto y in fact to act for me and apply to for a ,D/ Da_ permit for work to be performed at a location described as• And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony Caf#6 III Area Installed Sales Man 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 thisjday of 12007. No.public O My commission expires :°vA' o4gG� Notary Public State of Florida Elizabeth A Ronco PAQ My Commission DD633831 Expires 01/281 011 11657-herman, perry -5-8-07 (1728x2794x2 tiff) [2] LI11Jf=0Y-;"07- - -430-4069 1657 -INSTALLED SALES 0- tr .•7 ri A 6% G' P 2/3 CONTRACT # 205029 Zip_ wb� DATE _ LQw6'S CONTRACTOR LI E UMBER • • .n1 rn,�n '" :Ran �••n,. . i!t ul' ""' n' ill wrx� . • 4t'rPd '�#pl' a�' da a'4 ��u Il xl. '$>tl CARE WIf (Phrii g1AARpE ,iw-s 9'MlYtt P.It f ++ i'ni"'iu'f" T ��' ddilF �•I& •aP',YrtAA laiITIdlrt t$1 This is a contract between Lowe's (as defined in the Terms and Conditions) ("Lowe's"), and the above-named Customer for the installation of goods at the Customer's residential premises (the "Premises") at the following Installation addare-ress: STREET 1 L! / ri)�i/' /FI / /� _/Y' -.yr c-.l7E..... zip y t7' G Lowe's to arrange normal Installation at the following doQr(%): aaP''r mw me'm•i:s""—' .Pr■ 'lo�au i.' �rs�m��rr��';ixl, �""+n.n a. ar vin ....',�. err.. ..� I� r� �• lirw ��w'n'oP•ei I, _yN.OA�I�Pl 9+V M�`'7. ♦�k.l � ��4 W.�t]f�� 'I MiP It � aFn'ul • +� q��I�Y'�'x�l• ����p"•s. r'n. ay: a w � IIP qP Iv al�.r r'i. �nr tltr r: X11'141.1a fiR •t Ali I .h� } of mdr. ax. r • au dn�yp, pp'y q � d.**�9 � � }� �ii tlA C ?IPn lh iP l.i l+d�mp1#ir Viry�i'j�i.; '. .. Saw 11d7JIMOM1�di�•i9�ak �PFp�# z• M'. "Alk t�l�, Add/tions/ 3pectHcet/onet: The Environmental Protection'Agency (EPA) has requested that 't * lwat'te�-- t Lowe's notify installation customers that a te®d based palmi hazard may exist in dwellings bunk Drax prior to 1978. See pamphle# EPA 747-K-99-001 for details. �* Laborj 65 f•` jib- C40 -M r T� Total 7. Q4 � �'� u • Whore apptirubre tNbtlr is tP9Pral" Exterior, - Interior __ Prehung Unit r�� 1ab For warranty #o be valid - frame Item Number RH 1_H Elcus#Omer must finish 2•-���� and all six (f3) sides of door # Doors Sipe 38 x 80 32x80 L-i@tkter Size () El`� Immediately (within 5 days) Item Number -- RH ❑ LH ❑ # Door(s) Size. ❑ 36 x 84 O 32x80 ❑ Other Size atter installation. �stvmer i , $ - Delivery. of Door Yes ❑ No ❑ (Check Otte) Haul away of any debris related to installation. Yes ❑ No [-I (check ane) . Basic Installation includes the following: *Normal Installation of door in sem® size square opening ???,good condition *installation of hardware with pre -bared door 'rRelifsttilftlltion of present casing or custoo•larovialeci"►dew. castdg'.... ' •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 extorior 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 licked in the additional specifications block on this contract cflack fACAI fAk fiBAtrlCtlbnf: ' Work i9 to commence upon reasonable availability of Contractor which IS anticipated to be ..... [fill in date]. Estimated ctmtplotion tlate Is [fill. in tlste]. NOTIt;E, TO CUSTOMER All items listed in,thls Contract and specifrcatio et(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing an this contract form. This assumes sound a subst res, supeStruCture andpoints of attachments. Extra labor or material incident to instaHallon necessitated by defective substructures, supe elute, points of chrnent; or the rrrovirig of ttxtures'or appliances to be Gilled at extra cast to customer. p0 MOT $ICN THIS CO R C k.ETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON THE REVERSE SIDE OF, ON">f SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDER- STAND A AG � tO THE TE NAS D CONDii'ION's'' SET FORTH ON THE REVERSE SIDE OF THIS CONTRACT. YO U ARE OPY OF THIS CON CT AT T.�t"r; TIME OF SIGNATURE. 'H7AND(8) AND SEAL(9) B G411 TI -113 _. ' M'—'—_ DAY OF _ ..... -...., =G• Owner (seal) __. _ (Seal) Above Spouse e Vito IM. ..}•�. ap: a '+ ar aa,w� °an 0�'�ay�•lJipp sx. .�7{PnS.rPn•Il.a a,rx iV YP '�-Gb r.�q }� 1V t7T yf .A'^'I�."►♦�+P'•VI'IW'�+kaa' PP-RY NtiF.. ..#�.d1: lMaar.. .a Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http-//www. scpafl.org/web/re_web. sem inole_county_title?parcel=32193151600000... 5/7/2007 DAV D JOH37iSOWCFA, ASA PROPERTY "PM IFIER JrQLEi lJNTY;FL, SA KF0R13,, F[: 3277 t -t 4M 407-66B-7505 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-31-51640000-0520 Number of Buildings: 1 Owner: PERRY LILLIAN B & HERMAN J Depreciated Bldg Value: $132,509 Mailing Address: 364 FAIRFLELD DR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $41,000 Property Address: 364 FAIRFIELD DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: CELERY LAKES PHASE 2 Just/Market Value: $173,509 Tax District: S1-SANFORD Assessed Value (SOH): $161,351 Exemptions: 00 -HOMESTEAD (2006) Exempt Value: $25,000 Dor. 01 -SINGLE FAMILY Taxable Value: $136,351 Tax Estimator 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $2,606 Deed Date Book Page Amount Vac/imp Qualified 2006 Tax Bill Amount: $2,606 SPECIAL Save Our flames (SON) $0 WARRANTY DEED 10/2005 05980 0583 $241,000 Improved Yes Savings: Taxable Value: $132,416 Find Comparable Sales within this Subdivision2006 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS Pick .. Method Units Price Value LOT 52 CELERY LAKES PHASE 2 PB 65 PGS LOT 0 0 1.000 41,000.00 $41,000 29 & 30 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New 1 SINGLE 2005 7 2,021 2,470 2,021 CB/STUCCO $132,509 $133,847 FAMILY FINISH Appendage I Sqft OPEN PORCH FINISHED 160 Appendage I Sqft GARAGE FINISHED/ 389 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. *** Ifyou 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. sem inole_county_title?parcel=32193151600000... 5/7/2007 11657-herman, perry -5-8-07 (1728x2l82x2 tiff 2007-05-07 10:51 , 407-430-4069 1657 -INSTALLED SALES P 1/3 SSZR135A LOWE'S HOME CENTERS, INC. SAF 1657 PAGE: 1 DATE: 05/07/07 3780 ORLANDO DRIVE SANFORD FL ORDERED FOR: HERMAN PERRY PHONE: (407)430-4060 ADDRESS: 364 FAIRFILD DRIVE SANFORD FL 32771 PHONE: (407)302-41.70 VENDOR NAME: HOLMES, NAN CONTACT: ADDRESS: ATT PHONE: (407)466-1010 ORLANDO FL 32818 FAX: (407)296-2960 PROJECT: 198612109 PERMIT LOWES PO: 37677185 LOWES INVOICE: 99425 ASSOCIATE: RICHARD SCOUTEGUAZZA EST DELIVERY: 05/05/07 AR NUMBER: QTY ITEM ITEM DESCRIPTION BIN VEND_PART# COST EXT—COST -----------------------------------_--------------------------------------------- 1 147142 PERMIT PERMIT 100.00 100.00 FREIGHT $ 0.00 TOTAL $ 100.00 PLANS 4V, D IN F , s /J�i2Zl�p 9' E F Cfl O (V SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT O 6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES v N W 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 W O DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED m N z J 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED Eo x' ^ O Q 3, POLYURETHANE CORE FLAME SPREAD INDEX OF 50 v g O U AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 = _ -� w w 'o o x 4 PLASTICS TESTING OF LITE FRAME MATERIAL' � w TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F RATE OF BURNING ASTM D635 1.10 IN MIN SMOKE DENSITY ASTM D2843 69.67. oo o ti Go TENSILE STRENGTH' ASTM D638 -7.48% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING g e N 4500 HOURS XENON ARC METHOD 1 z uw Z O m I 1/l U � O � O O DOUBLE INSWING UNIT W/ IDELI7ES a a ABde(ldun io NAIA CI Celtifi�ianND.: � � CO RarieMadBY DateFedene. f o V) O Ln cr B p p P O-' W H Q SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SID IT S WITH SIOELITE 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 - OUTSWING INSWING OUTSWING SCALE: N.T.S. SHEET N DESCRIPTION X 37.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74' +50.5 -50.5 +SD.S -50.5 +19.0 -19.0 +50.5 -50.5 DWG. Br: 2 ANCHORING LOCATIONS & DETAILS OX or XO 75" +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 CHK. BY: 3 ANCHORING LOCATIONS & DETAILS OXO 112.5' +50.5 -50.5 +50.5 -50.5 +19.0 /-19.0F50.5 -50.5 DRAWING N0.' OXXO t49' +50.5 -50.5 +50.5 -50.5 +19,0 -19.0 +50.5 -50.5 DwG-Ma-FL0130-D5 SHEE 1 OF 3 14 MAX OVERALL FRAME WIDTH 21" MAX 36.375" MAX. D.L. V .0 - --- PANEL WIDTH _ 37.5" MAX. W/ASTRAGAL � FRAME WIDTH 3.. SEE DETAI ,.C., 3" , N o a U aQ SEE DETAIL n ..D.. J a A 0 0 w w � N v G 6" ..F.. #8 x 2-7/2" #10 x 2" #8 x 2-7/2" # 10 x 3/4'" #8 x 2-7/2 #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. ,tdderduniolW,Y 0.962"I C6AiriC86(TI(' : 1 375" flBrleMUd T Mr INSWING THRESHOLD OUTSWING THRESHOLD !FE DETAIL C" 6.. O N CU ZC) N O LLLW U cc: � Q Li z�� � 00 z O J ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH 6g) FOR A 1.375" THROW DETAIL "F" ASTRAGAL DOW 995 OR EOUA H6 X 1-1/2" PHS f DOW 995 OR EQUAL fXTERIOR INT RI R TYPICAL GLAZING DETAIL DATE: 711 1/05 SCALE: N. T. S. DWG. BY: sws CHK. BY: DRAWING NO DWG-MA-FL0130-05 SHEET 2 OF 3 r. SEE DETAIL "C" SHT. 2 63 3 I I c 31 N N 0 � W U C- SEE DETAIL 0 ..0 SHT. 2 J I r a (�r I I I I I 6 6 I I I I 0 Q r o _ — I II II II G)— II I WG)— BB : a 3 —� I— Y 6- 6" I_ c�^ --Ij 3..6 a c0 Ir o nl U CN 0 z�z CC Q WLd ? efI- F 00 'z o N--iN 2 U ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, 0 SIGNED AND SEALED BY HAROLD E. RUPP, PE > (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS HARDWARE SCHEDULE BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED w 16" TAPCONS. A PHYSICAL #10 WOOD SCREWS OR 3/ � SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR M50^AT 5-1/2" CENTERLINE. o IN _0.25" 2. 4" X 4" FULL MORTISE BUTT HINGES LOCATION. MAX SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM GL _� �— x;, o ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT� Z AdNdOF 1-1/2° MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE ATE: 7/71/05 MINIMUM EMBEDMENT OF 1-1/4". Celtr�mNa: Nroo(o I SCALE: N.T.S. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR PfJSTALLATION uICAL e+ wa f a DWC. BY: SWS TRANSFER LOADS TO STRUCTURE. CHR. BY: DRAWING NO 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. Ow0-MA-FL0130-05 SHEET 3 OF 3 �E SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 8'-0" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1 EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. POLYURETHANE CORE FLAME SPREAD INDEX OF SO AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4 PLASTICS TESTING OF LITE FRAME MATERIAL' TFCT n-PIPTI-I SELF IGNITION TEMP ASTM 01929 680 'F > 650 'F RATE OF BURNING ASTM D635 1.10 IN/MIN SMOKE DENSITY ASTM D2843 69.6% TENSILE STRENGTH' ASTM D63B -7.48% DIFF IGIV JILL JIRLNI M AY WCAI MINI 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR UNIT DOUBLE DOOR UNI7 TABLE OF CONTENTS SHEET # DESCRIPTION 1 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 JANCHORING LOCATIONS & DETAILS L__ _ .. _• ". a -_ SINGLE DOOR UNIT WITH SIDELITE SINGLE DOOR UNIT WITH SID IT DOUBLE INSWING UNIT W/SIDELITES SINGLE ODOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES O v oOc) � N O (!1 1= LLI U z�z z�Li Lu 00 Z O � O � U DATE: 7/11/05 SCUE: N. T. S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG-MA-FLO131-05 SHEET i OF 3 1 144' MAX. OVERALL FRAME WIDTH — 21 " MAX 36.375" MAX. — DL 0. PANEL WIDTH 37.5" MAX. W/ASTRAGAL FRAME WIDTH i x x¢ � s O J G, o ED Li a L� SINGLE DOOR UNIT WITH SID IT DOUBLE INSWING UNIT W/SIDELITES SINGLE ODOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES O v oOc) � N O (!1 1= LLI U z�z z�Li Lu 00 Z O � O � U DATE: 7/11/05 SCUE: N. T. S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG-MA-FLO131-05 SHEET i OF 3 1 6"'SEE DETAIL — 6" ..E.. 3.. ,J iE 3 I— 3.. q 3„ � 4I � 3.. 3 31 __ 1 3EE DE .c.. 3 6" 3" - 6" 0 r n SEE DETA D' SEE DETAIL .,D.. ASTRAGAL RETAINER BOLT HOLE #10 x 2" #B 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 ' 2-112" #10 x 2" 4*#,0 x 3/4" DETAIL "F" ASTRAGAL #10 x 3/4" DETAIL "E" ASTRAGAL DOW 995 DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT OR EOUAL� STRIKE PLATE TO FRAME / H6 X 1-1/2" PHS AS SHOWN. f DETAIL "D" kw�nip q _ 0.962"+By t.375" CBfflfK81i0f1NQ: ::y.A•_0.,.. I DOW 995 t T OR EQUAL INSWING THRESHOLD OUTSWING THRESHOLD EYTERIOR INTERIOR TYPICAL GLAZING DETAIL DATE: 717 1/05 SCALE: N. T. S. DWG. BY: SINS CHK. BY: DRAWING No DWG-MA-FL0731-05 SHEET Z OF j B B 6 6 6' 3 r 6 � 3 6" 3" - 6" 0 r n SEE DETA D' SEE DETAIL .,D.. ASTRAGAL RETAINER BOLT HOLE #10 x 2" #B 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 ' 2-112" #10 x 2" 4*#,0 x 3/4" DETAIL "F" ASTRAGAL #10 x 3/4" DETAIL "E" ASTRAGAL DOW 995 DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT OR EOUAL� STRIKE PLATE TO FRAME / H6 X 1-1/2" PHS AS SHOWN. f DETAIL "D" kw�nip q _ 0.962"+By t.375" CBfflfK81i0f1NQ: ::y.A•_0.,.. I DOW 995 t T OR EQUAL INSWING THRESHOLD OUTSWING THRESHOLD EYTERIOR INTERIOR TYPICAL GLAZING DETAIL DATE: 717 1/05 SCALE: N. T. S. DWG. BY: SINS CHK. BY: DRAWING No DWG-MA-FL0731-05 SHEET Z OF j SEE DETAIL "C" SHT 2 SEE DETAIL "E" SHT. 2 6" 6" 3•• 3.• — 3" 3" r II I II KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER G__ II II _ 3.. _ L� c 6„ 11 I c I I I 6„ c (� 3 — 3 —I I 3l O SEE DETAIL �^ I I `I D" SHT. 2 a O W J W U 0 O o- I II 6" 6" II I KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER SIGNED AND SEALED BY HAROLD E. RUPP, PE CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED (FLORIDA #15935) WITH THE LOWEST (LEAST) _ 3.. _ o U a DOOR PANEL - (1) AT TOP AND (1) AT BOTTOM. �B 4" X 4" FULL MORTISE BUTT HINGES G)_ J a b W O v B — 0 — 0.25" LOCATION. MAX _ rr 6' 6' SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM SEE DETAIL tO '1 3 3" "F SHT 2 - 6,• -� 6" ATTACHMENT DETAIL KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. t ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER SIGNED AND SEALED BY HAROLD E. RUPP, PE CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED (FLORIDA #15935) WITH THE LOWEST (LEAST) AT 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16) FASTENER RATING FROM THE DIFFERENT FASTENERS SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE BEING CONSIDERED FOR USE. JAMB, HEAD, AND DOOR PANEL - (1) AT TOP AND (1) AT BOTTOM. THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 4" X 4" FULL MORTISE BUTT HINGES #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 1.50" 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 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". — 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. HARDWARE 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 �r,S:^ �� 1r• �.�: Qin • DATE: 7/11/05 SCALE: N.T.S. owc. BY: SINS CHK. BY: DRAWING IJO 0WC-AIA-FL0131-05 SHEET 3 OF 3 Florida Building Code Online Log In Hot Topics Submit Surcharge k +' Product Approval ` USER: Public User Page 1 of 5 Product Approval Menu > P.roduct or Application Search > A.pplicaton_List > Application Detail FL # Application Type "�h€ . "® e x�: Code Version wEwYY..ww»nwdllYdw�wuF�,vn:Mw+idd �'tid Application Status ,pua�lt� Comments Stats & Facts Publications FBC Staff BCIS Site Map Lin Product Approval Menu > P.roduct or Application Search > A.pplicaton_List > Application Detail NE6 S j$a rr ,7w'"y Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email �: o a>=►,rp Qve Quality Assurance Representative cul Address/Phone/Email Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) FL4904 New 2004 Approved Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, Standard ASTM E1300 ASTM E1300 Year 2002 1998 httrn//wiuw-.flnrid.ahnildina.nra/nr/nr ann dtl-asl-)x?naram=wGEVXQwtDateluIWHNbbISciO%2baWgLu... 4/21/200 FL # Application Type . "® e x�: Code Version wEwYY..ww»nwdllYdw�wuF�,vn:Mw+idd �'tid Application Status ,pua�lt� Comments ;yam r ;• FR43NT;PaR+CN�'.� Archived NE6 S j$a rr ,7w'"y Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email �: o a>=►,rp Qve Quality Assurance Representative cul 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 httrn//wiuw-.flnrid.ahnildina.nra/nr/nr ann dtl-asl-)x?naram=wGEVXQwtDateluIWHNbbISciO%2baWgLu... 4/21/200 Florida Building Code Online TAS 201 TAS 202 TAS 203 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 Method 1 Option A 07/25/2005 09/27/2005 08/14/2005 10/06/2005 IC...«.�.�r.. _f 0r^Alrrtc - Page 2 of 5 1 i 1994 1994 1994 FL # -� Model, Number or Name Description Wood -edge Steel Side- 6'-8" Opaque I/S and O/S Single Door 4904.1 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_Install 68 WE Glazed..pdf Impact Resistant: PTID_4904_I_I_nsta_II 68 WE.Opa.que.pd Design Pressure: +/- PTID 4904 1 Install_80- W_E_ Glazed._pdf Other: Evaluated for use in locations adhering PTID_4904 I_Install_80-WE_Opaque.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 --]Hinged Wood -edge Steel Side- 8'-0" Opaque I/S and O/S Single Door 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. 0 j,ttmflwww.florldgbuild'ng.org/nr/nr abu dtl.asnx?Uaram=wGEVXQwtDgtelulwHNbblSciO%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, 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 = +/- 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. 8'-0" Opaque I/S Door w/ or w/o Sidelit, 4904.4 l Side- Wood -edge SU�nits Hinged Door 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'-O" 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 httn-//www florirlahuilding.nrg/nr/nr ann dtl.astix?Daum=wGEVXOwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006 'lorida Building Code Online 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. Page 4 of 5 4904.6 Wood -edge Steel Side- 6'-8" Glazed I/S and 0/S Door w/ or w/i 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 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 iHinqed 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 O/S Door w/ or w/o Sidelit( Hinged Door Units Limits of Use (See Other) Approved for use in HVHZ: Certification Agency Certificate Installation Instructions ttn-flue nxv flnrirlahnilrlinu nru/nrhir an„rltl-,gsnx?naram=wGEVXOwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006 r i . Florida Building Code Online ,d 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'-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. 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. Copyrightand Disclaimer Product Approval Accepts: -NhtF Bubb a ^. r,saao.c 1-ittn•//xxnxm7 flnrirl2h,111dinc, nra/nr/nr ann dtl.nsnx7nnrnm=wGEVXOwtDateluIwHNbblSciO%2baWgLu... - 4/21/2006