Loading...
HomeMy WebLinkAbout163 Pinecrest Dr (2)PLEASE CALL NAN @ 407-468-1010 WHEN READY....THANKS _ CITY OF SANFORD PERMIT APPLICATION ' ",` ®� '-032 RECEIVED Permit # : c Date: Job Address- j Bdy- Bve,� uu�� ' iAY 4 2007 Description of Work: REMOVE & REPLACE y���'f f' DOCS. Historic District: Zoning: Value of Work: $yam 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 four t squired for other than x) Parcel #: L/ Owners Name of Ownership & Legal Description) Contractor Name&Address: LOWE'S Peer Anothy CafaroIII 4948 Tellson Place . ORLANDO, FL 32822 'at 1e_tiCng@Nptnber: CGC 1508417 Phone & Fax. 407-467-2643 407-327-0910 Contact Person: MINDY HOLMES Phone: 407 468-1011 Bonding Company: NA Address- Mnrtoaoe render NA Address• Architect/Engineer: NA Address: Phone: Fax: 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. 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 requirern 1 n ` w, FS 713. Signature of Owner/Agent Date Si re o or/Agent Date Print Owner/Agent's Name Prin ontractor/ nt's ame Signature of Notary -State of Florida Date Signature of Notary-Stateof F� Date Owner/Agent is _ Personally Known to Me or _Produced ID to ral APPLICATION APPROVED BY: Bldg SALALe Zoning: (Initial Date) Special Conditions: tRa P;�BI1✓�BLANTON . Contractor/ �4;B �rF 096 _ Produ February 25p� OFN FI. Notary 'r 3 -NOTARY Uti ities• FD: (Initial & Date) (Initial & Date) (Initial & Date) 4948 Tellson PL Orlando, Florida 32812 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: 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 for a�� permit for work to be performed at a location described as: (Address of Job) /&, (Owner of Property) And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony Cafaro I Area Installed Sales Mz 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 -day of�,2007. No.public 11 My commission expires Notary Public State of Florida Elizabeth A Ronco My Commission DD633831 Expires 01128/2011 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=0120305170A000... 5/3/2007 DAVW, JQ"r. A4 CFA, ASA PMIPERTY APPRAISER SOMllNOLE.M0 NTY;FL, 1.1:©1-'E Flii 5 ST 9,AHF RD,;%FL:gii771-1468 407-665-1506 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 01-20-30-517-OA00-0330 Number of Buildings: 1 Owner: NICHOLS AIMEE E Depreciated Bldg Value: $88,846 Mailing Address: 163 PINECREST DR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $23,363 Property Address: 163 PINECREST DR SANFORD 32773 Land Value Ag: $0 Subdivision Name: SOUTH PINECREST Just/Market Value: $112,209 Tax District: S1-SANFORD Assessed Value (SOH): $89,490 Exemptions: 00 -HOMESTEAD (2005) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $64,490 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Amount(without SOH): $1,487 QUIT CLAIM DEED 09/2004 05531 1888 $104,800 Improved No 2006 Tax Bill Amount: $1,226 QUIT CLAIM DEED 01/2004 05156 1207 $13,500 Improved No Save Our Homes (SON) Savings: $261 QUITCLAIM DEED 03/1981 01351 0281 $3,500 Improved No 2006 Taxable Value: $62,307 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS:Pick... Method Units Price Value FRONT FOOT & LEG LOT 33 BLK A SOUTH PINECREST PB DEPTH 75 115 .000 350.00 $23,363 10 PG 10 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1955 3 1,222 1,790 1,222 $88,846 $131,624 FAMILY BOCKCONC Appendage I Sgft OPEN PORCH UNFINISHED / 192 Appendage I Sgft UTILITY UNFINISHED/ 81 Appendage / Sgft CARPORT FINISHED / 279 Appendage I Sqft OPEN PORCH FINISHED / 16 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl.org/web/re_web. sem inole_county_title?parcel=0120305170A000... 5/3/2007 11657-nichols, aimee-5-2-07 (1728x2796x2 tiff) [4) 21TLr1'=U5__JZ_ I Z: Zits 407-430-4069 1657 -INSTALLED SALES P 4/4 F.. '- .�..*'" � � :.a•' i a -,$ R'«� •`.}.', �� •- ` a' - -.: .!"� i -rlv.. ' :'„'�rw .�� - .. �'�''"'F: �T,.. � y1.;�''�� �a.� �'�'�^�. Y .$ ? • .R ,x'.}i: ,{1, „yR.:�"�-� ,YG: -r s-�YT�+`+S%._a..- �+G'.:-'^ S.:» ,r'�' �h �.,q ',y �' p♦��rye�;P' �� � ���.�Y� �l, �. ..R .il � � q� t�y >b irvg & r< �� .ti G' i"°"T+iP a�.',�i�P�...�'���y�' ��7,.R'' a�r',n*:a ��^�^t�u•�`'�' r.+� �” i 'f �.�},��. Y�so.r,.,.#awe. p^(� o a;�l��. net�fiFnN'q�'a'AR'ar�r x nli"�duq;Q '��`+Ri7,�i� 'a'itRdll�«sa,�" �.:'m.a,�.# � ?` xw�µ,� . �u.� � f ""x" �,sv'�ia�i° � o V V � •J a��`A��.m.��'-��r�r���'..era*duo-.av���"dna.�'�'fan�s+�.i.��t°I►a"�.�"1'� A �'+Y.R:L�g9YhAai�Oi�ra�)� COhITRACT# INST D SALES SEEGLAUST NUMBER .� of ill ' STORE NO, STREET ADDRESS } Qry IMP) n1--7-7 STATE ZIP fir.a. 4, ,7'? 91" --- - -t. - o -7- �r 3G - t o �" c� 'a ', - ! L. {{�nn $ ra M 4 i- 'a~ws D LOWE'S CONTRACTOR LICENSE NUMBt:fi"�e+*.u�+i4i eASFI a•�� BANK +' !tCC ia. REG,i ,u;.,�II maw 61myy y, N. p �1 r_AND dtl a w CNAFMaE Y•x }'� a(:: �µ8} �.03 d!r0•C.i 'a'avis}�pd..ri:.'41mai�.,Isrc'k"�ssa xw'�r ffi:ou#4�i��93aN 4' A 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 address-- _ STREET ADDRESS CRY STATE ZIP f G 3 P-1 %09 111111-4C.- >r a s'^�- 11-11, -.9. 1A;:_. ) P ) 3 7-7 Z-7 Lowe's to arrange normal installation of the following door(s): Exterior Irtterior Prehung Unit Slab For warranty to be valid - Item Number RH ❑ LHC) customer must finish frame �} and all six (6) sides of door # Door(s) Size Cf 36 x 80 32x80 ❑ Other Size immediately (wlthi ya) It Number RH © LH after Install�It; Ooor(s) Size ❑ 36 x 80 ❑ 32x80 ❑ Other Size — Customer s' Delivery of Door Yes 7 No ❑ (check one) Haul away of any debris related to installation- YNo ❑ (cites onOJ Basic Ihstaltation Iricludes g� the tollowtn •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 A k-lean=up of job -site Basic installation does not Include the following: *Reframing or alterations to existing structure. or carpentry worts resulting from old or damaged structure *Any reinstallation of Burglar Alarms *Any painting or staining or finishing of new door unit -�Reinstallatlon of Screen or Stour or SecurityDoor -Reinstallation of vinyl or aluminum covering on exterior molding With the exception of Burglar Alarms and fining,.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. A.ail: aJ #4•rI 4,;; 70 AddWortal',SpecNricatlons. The Environmental Protec'uoir Agency (EPA) has requested that 4 Mal'is , Lowe's notify Installation customers that a lead basad paint. hazard may exist In dwellings built � I -Tax prior to 1978.. See pamphlet EPA 747-K-99.001 for details_ Labor ,.- �g r ad< , S_ 'Tax At ^- + Total 42 j"�O 08 .. ;. , • where applicable labor Is taxabb: Gc745. Q Work is to oommence upon reawmable avallabillty of Contractor which Is anticipau d'to be _ Estimated completion date is [fill In date]. NOTICE TO CUSTOMER [1111 In date]_ All items listed in this contract and e lfioation sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. This assumes d ting substructures;'Superstrueture and points of attachments. ' Extra labor or material incident to installation necessitated by defective substructures irstru re, points of attachment, or'themoving of *xturesor appliances to bebilled at extra cost to customer.DO NOT SIGN THE T UNTIL COMPLETE ANO YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON THE REVER SI THINTRACT. BY SIGNING BELOW, YOU. ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDER - STAN A REE TO T E TERMS AND CONDITIONS SET FORTH ON THE REVERSE IDE OF THIS CONTRACT. YOU ARE E E T A COPY O THIS CONTRACT AT THE TIME OF SIGNATURE. WI E S HAND(S) A Siff-AL(S) BE HIS Z--. AS, - 1 I W E 8 Owner (�) (Seal) [atr A e [ �_ Spouse �v arms amr �Ir w.. kvy.an Foi L'l::ES ofMImp UWM - k 14� - u 6_teems _* �.x F -L `i 90 `{ N SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT Q 00 6'8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES N Lu (J z �Z GENERAL NOTES cc 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Z IY THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM W 0 0 DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. o 0 J DOES NOT EXCEED THE DESIGN PRESSURES LISTED m N Z IY) 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED a' X ^ O Q 3, POLYURETHANE CORE FLAME SPREAD INDEX OF 50 u g O v U AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 _ p 4 PLASTICS TESTING OF LITE FRAME MATERIAL' TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM 21929 680 'F > 650 'F a RATE OF BURNING ASTM D635 1.10 IN MIN SMOKE DENSITY ASTM D28a3 69.6: o w o 0 0 TENSILE STRENGTH' ASTM 0638 -7.48% DIFF a w w COMPARATIVE TENSILE STRENGTH AFTER WEATHERING �� mw 4500 HOURS XENON ARC METHOD 1 w � W o3 O O O � DOUBLE INSWING UNIT W/SIDELITES a a Adds MtDWµU Cetti6c>iion No.: ( 7 07 Re+ieiredBY D�eRetieMe . t o z 0 • • e w 0 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 SIDELITE Z _ WHERE WATER INFILTRATION PERFORMANCE IS TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DOTE: 7/11/05 CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING SCALE: N.T.S. SHEET // DESCRIPTION X 37.5 +50.5 -50.5 +50.5 -50.5 +79.0 -19.0 +50.5 -50.5 1 TYPICAL ELEVATIONS & GENERAL. NOTES XX 74' +50.5 -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 +50.5 -50.5 CHN. BY: 3 ANCHORING LOCATIONS & DETAILS OXO 112.5' +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 DRAWING NO.- OXXO 149' +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 DWG-MA-FLDt30-05 SHEET 1 OF 3 149 MAX OVERALL FRAME WIDTH 21" MAX 36.375" MAX, Dl 0 - -- PANEL WIDTH 37.5'" MAX. W/ASTRAGAL � � FRAME WIDTH J 6' SEE DETAIL 6' E 3 I G. 3.. 3 r 3� r 3.. mo i- 31 SEE DETAIL ..C.. N cv o w v a SEE DETAIL N ..D„ a 4� r a /in Z) 0 3 3. c c t. .. — 3.. 3 — 3" 3" 6" 6• SEE DETAIL F.. #8 x 2-1/2" #10 x 2" #8 x 2-1/2" #10 x 3/4" #8 x 2-1/2" #10 x 1-7/4" #10 x 3/4" � #70 x 3/4" #70 x 2" DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" STRIKE PLATE TO FRAME AS SHOWN. Adderq to MW 1+'0.962"I 375Na:_ NioO(�11 7: ' Datfi Rader 1f INSWING THRESHOLD OUTSWING THRESHOLD 6 SEE DETAIL C" 6" o N U 00 zN O LLL1 U cr Q Li z � 1w- � 00 z Q J cn r\ Q � U ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH Qi;�FOR A 1.375" THROW DETAIL "F" ASTRAGAL DOW 995 OR EOUAL� 6" 6., � 6 6^ / DOW 995 • r• -i. OR EQUAL ^• A.•.,` ;:' 0 w Q MTFRIQR _ a a A CD— o 6' 3• N cv o w v a SEE DETAIL N ..D„ a 4� r a /in Z) 0 3 3. c c t. .. — 3.. 3 — 3" 3" 6" 6• SEE DETAIL F.. #8 x 2-1/2" #10 x 2" #8 x 2-1/2" #10 x 3/4" #8 x 2-1/2" #10 x 1-7/4" #10 x 3/4" � #70 x 3/4" #70 x 2" DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" STRIKE PLATE TO FRAME AS SHOWN. Adderq to MW 1+'0.962"I 375Na:_ NioO(�11 7: ' Datfi Rader 1f INSWING THRESHOLD OUTSWING THRESHOLD 6 SEE DETAIL C" 6" o N U 00 zN O LLL1 U cr Q Li z � 1w- � 00 z Q J cn r\ Q � U ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH Qi;�FOR A 1.375" THROW DETAIL "F" ASTRAGAL DOW 995 OR EOUAL� N6 x 1-1/2" PHS / DOW 995 • r• -i. OR EQUAL ^• A.•.,` ;:' EXTERIOR MTFRIQR TYPICAL GLAZING DETAIL DATE: 7111105 SCALE: N.T.S. DWG. BY: SWS CHK. BY: DRAWING ND DWC-UA-FLO 130-05 SHEET _,L OF 3 SEE DETAIL "C" SHT. 2 6' 6' 3" --� , -1�1 r r I �'-- I --I �— 3'; 0 N N O � U a SEE DETAIL "D" SHT. 2 r ¢ 0 C, 0 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 SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR 1.50" ` LOCATION. — M25 AX SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL �� ._: ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT °ji 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. 3 —I 77, KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED t 2. _ I II II II _ II I Q N J o w 6 HARnWARF CCHFIII 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" X 4" FULL MORTISE BUTT HINGES DATE: 7/11/05 SCALE: N.T.S. DWG. eY: SWS CHK. BY: DRAWING N0.' DWG-MA-FI0130-05 SHEEP 3 OF 3 SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 8'-0" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES go GENERAL NOTES I 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' 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 69.6% TENSILE STRENGTH' ASTM D638 -7.487 DIFF ' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 LIL4�LALJI =IL4SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELITE WITH SIDELITE TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES 711 1/0° N. T. S. BY: SWS BY: SHEET _1 OF 131 c 0 U cr 00 ¢ � N 149' MAX. OVERALL FRAME MOTH 21 " MAX 36.375" MAX. 37.5" MAX. z O co - W 1L D.PANEL WIDTH 0. IL FRAME WIDTH U Z :z� Z W/ASTRAGAL Ld Z cr F F- C) � J z C\ Q cn � N Q = � U U i X = U �Q L n � OO So oN �p y ww@ o�W v 0_ A8ieldmtoRWltl � W i O a: a O ¢ a m TES DOUBLE INSWING UNIT W/SIDELIeVIQ C6(hCIC811011 Nl: V DaI9R ' 1 LIL4�LALJI =IL4SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELITE WITH SIDELITE TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES 711 1/0° N. T. S. BY: SWS BY: SHEET _1 OF 131 6' SEE DETAIL 6" �I {. 3 �. 3 3 E 6 3" —I /1---1 Y— 3" C,' 3` I 31 !EE DE I I I I 6' 6' 6' 6" I I I 3" B IL B 1111r 6� 6 �1 6' 3 _r, 6 I3" �I I` •r I `I I` 3 3.. I` 3" 3„ 3.. 6" SEE DETAIL 6" E.. #8 x 2-1/2" #8 x 2-1/2" nFTAII "n" io 0 SEE DETI ,.D., a SEE DETAIL ASTRAGAL RETAINER BOLT HOLE #10 x 2" #8 x 2-7/2" MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE #10 x 3/4" STRUCTURE DEEP ENOUGH #10 x 1-3/4" FORA 1.375" THROW #10 x 2" #10 x 3/4"9 DETAIL "F" ASTRAGAL # 10 x 3/4" DETAIL "E" ASTRAGAL DOW 995 DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT OR STRIKE PLATE TO FRAME AS SHOWN. AdiBrldulttoNPltl 0.962" (i6111iIL8G0(1 ND.: � T r r OUTSWING THRESHOLDEXTERIOR 1MERIOR 1.375" T INSWING THRESHOLD EOUAL� PHS DOW 995 OR EQUAL r.yA.y •';` TYPICAL GLAZING DETAIL DATE: 7/11/05 SCALE: N. T. S. DWG. BY: SINS CHK. BY: 0131 OF SEE DETAIL "C" SHT 2 SEE DETAIL E" SHT. 2 6" 6" 3 3 3.. 3 II II 6' 6" CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED G -- J-6" 6" II 6" II 3" 3 3„ SEE DLIAIL J "F" SHT 2 3 I.— _. 3_ rk• 13 j SEE DETAIL SHT. 2 J U 3 -lt ATTACHMENT DETAIL KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 1. 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 5D" SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN 0.25" LOCATION. _ 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 SCHFDUIF 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 10. 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. 1 4" X 4" FULL MORTISE BUTT HINGES p�ry,,, . • , • GII /1 C O N U 600 zN O W U cc: <Z Q W Z � IW - 0 0 z 0 __.I Q�z � U SCALE: N.T.S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG-MA-FLO131-05 SHEET 3 OF 3 Florida Building Code Online Page 1 of 5 Log In Hot Topics ,; Submit Surcharge Stats & Facts !, Publications FBC Staff i BCIS Site Map Lin Product Approval USER: Public User Prod_uctApp.royal _Menu > Product or Application Search > Application -List > Application Detail FL # w Application Type •'' Code Version • 4 ,' Application Status F it Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature '', Technical Representative A•caTz�°_ 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 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu. Year 2002 1998 4/21/2006 i Florida Building Code Online Page 2 of 5 i� TAS 201 1994 TAS 202 1994 j TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Section 2612 HVHZ PI Method 1 Option A 07/25/2005 09/27/2005 08/14/2005 10/06/2005 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_ 490.4_ L_I.nstall 68 WE Glazed.pdf Impact Resistant: PTID 4904_I_Install 68 WE Opaque.p.d Design Pressure: +/- PTID 4904_I Install _80_WE 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 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. ttp://www.floridabuilding.org/pr/pr_ app dtl`aspx?parain=wGEVXQwtDgteluIwHNbblSciO%2baWgLu... 4/21/2006 MLI Florida Building Code Online Page 3 of 5 Max DP = +/- 70.0. When large missile impact I resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FL0129-05 for additional information. 4904.3Wood-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 i 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 ::::]rood -edge Steel Side- 8'-0" Opaque I/S Door w/ or w/o Sidelit, nged 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 O/S w/ or w/o Sidelites j 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. 'lorida 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 j 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 0/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 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. i 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 O/S Door w/ or w/o Sidelit( Hinged Door Units Limits of Use (See Other) Agency Certificate ]rIntalilcatjifation Approved for use in HVHZ: on Instructions ttp://www.floridabuilding.org/pr/pr__app _dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006 Florida Building Code Online Page 5 of 5 Approved for use outside HVHZ: Verified By: Impact Resistant: i Design Pressure: +/- Other: Evaluated for use in locations adhering I 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 j drawing DWG-MA-FLO131-05 for additional information. Back 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. Copyright and Disclaimer Product Approval Accepts: 44 99 Bober http://www.floridabuilding.org/pr/pr app_ dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006