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HomeMy WebLinkAbout1601 S Locust Ave (2)PLEASE CALL NAN @ 407-468-1010 WHEN CITY OF SANFORD PERMIT APPLICATION READY.—T►/ HANKS 1 V . Permit # :_ 7 — 15 (� 1 Date: �p9,G3 Job Address: R oc i S L-Ccu st Aye. Description of Work: REMOVE & REPLACE -Prckit - dea r Historic District: Zoning: Value of Work: S LP W Ly 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 #: D� r1 q ^ 3 5o5- Q[]60" 099,0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: �/ tQi1'1S I { i i / g CLrr 1Q. Phone_ 31D3(?) Contractor Name & Address: LOWE'S Peter Anothy CafaroIII 4948 Tellson Place . ORLANDO. FL 32822 S—A ;camseN:tnber: CGC 1508417 Phone & Fax: contact person: MINDY HOLMES Phone:407 468-1011 Bonding Company: NA Address: Mortgage Lender: NA 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. OWNER'S AFFIDAVIT: 1 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 4his county, and there may be additional permits required from othergovernmental entities such as water management dists, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements Florida Li , 7S. 3. Signature of Owner/Agent Date Signature Contractor/Agent Date Print Owner/Agent's Name Pri Contractor/Agent' Name���\`\�,+�'+I/!4� 1(7 Signature of Notary -State of Florida Date Signature of Notary -S •or p119SIgp� e 70 N Owner/Agent is —_ Personally Known to Me or Contractor/Agent i� ersq a1 I Me / J� Produced ID ( _ Produced 1 ><�! �D 76 .d APPLICATION APPROVED BY: BW. Zoning: Utilities: + (Initial I Date) (Initial &Date) (\\ Initial & Date) .Special Conditions: - -- --_ - ----- -- .13 (3"Oo Improving Home imprmmeetr 4948 Tellson PL Orlando, Florida 32812 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: 31101 79 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 Snhfv rcl location described as: a a o o permit for work to be performed at a (Address of Job) _ 1461 S Locust Ave. (Owner of Property) Williams, 13e+h,I And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Area III Primary State Qualifier CGC1508417 CCC1326824 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 —7—day of /' 1;&� .2007. Ko.public My commission expires .�r p Notary Public State of Florida Elizabeth A Ronoo My Commission D0633831 Expires 01/28/2011 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=3119315050000... 3/16/2007 �. DAVID Joiinsom, CFAs, ASAI " 2a 3.4 r 3 st PROPERTY v VALENCIA ST APPRAISER C 29.!Tq SEMINOLE CCUNTY FL. 1101 E FMT sT sANFi7 a, FL. 32771-1465 407- 610 -7508 19'{1 717 22.4 4.4 6A iK, 21 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-505-0000-0580 Number of Buildings: 1 Owner: WILLIAMS BETTY A Depreciated Bldg Value: $83,466 Mailing Address: 1601 S LOCUST AVE Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $24,000 Property Address: 1601 LOCUST AVE SANFORD 32771 Land Value Ag: $0 Subdivision Name: SAN LANTA 3RD SEC Just/Market Value: $107,466 Tax District: S1-SANFORD Assessed Value (SOH): $56,083 Exemptions: 00 -HOMESTEAD (1999) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $31,083 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vaclimp Qualified Tax Amount(without SOH): $1,522 WARRANTY DEED 02/1998 03372 0918 $56,900 Improved Yes 2006 Tax Bill Amount: $585 CERTIFICATE OF 12/1997 03345 0769 $100 Improved No Save Our Homes (SOH) Savings: $937 TITLE 2006 Taxable Value: $29,715 QUIT CLAIM DEED 01/1990 02158 1495 $100 Improved No DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS: Pick... Method Units Price Value LEG LOT 58 SAN LANTA 3RD SEC PB 13 PG LOT 0 0 1.000 24,000.00 $24,000 75 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living Num SF Ext Wall Bid Value Est. Cost New 1 SINGLE 1961 6 1,050 1,653 1,270 BOCK $83,466 $112,792 FAMILY Appendage 1 Sgft BASE SEMI FINISHED/ 220 Appendage 1 Sgft UTILITY UNFINISHED/ 80 Appendage I Sgft CARPORT FINISHED/ 239 Appendage I Sgft OPEN PORCH UNFINISHED / 64 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http-//www. scpafl.org/web/re_web. sem inole_county_title?parcel=3119315050000... 3/16/2007 6-07 (1728x2540x2 tiff) [31 • It, 7171. Marls Y �- ,214$ STATE ria' oTr prior to 1878. See pamphlet EPA 747-K4k9.001 for details: TEL� ONE S% °.#•« Tocol kyu� OTR.J�CCuT- OR LICENSE WR/"� all�'►i LGC '!pN nEG 0rp' ¢Nf!'4}+ �EmSC d�rp64� , �.wa. f 1° A't t.l O:i :e.Na sa A 6V Fri.11*R�'�f pass: +x Y�'ia#;ww �aa.ba�'rtil�'iove! R�kt 1' �YF"P4,NE 1kqr INF'a@A!f:i¢♦�fijsFb �IP: µ7. ♦: is cf:.4.9 i # 4.er,rae°�.�mtruaa$aaa. contiract torn. This assumes sound exlsting substructures, superstructure and points of attachments. Extra labor or material {nelderd to Insmllatlon necessftated by defeeWe substructures, superstructure, points of afta0ment, or the moving of fixtures or appliances to be billed at extra cost to customer. This is a contract between Lowe's (as deflned In the Terms and Conditlons) ('t owe's ), and the above-named Customer for the installation of goods at the REVERSE SIDE OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDER- Customer's residential premises (the'Premiaeaj at the tolkmilg I laUon address; ENTITLED TO A COPY OF THIS CONTRACT AT lTj� TIME Ot= $tGNATURE. - V l B OW TfIIS DAY OF � ch VaME33 OUR ttAND(S). _ (S) _ j STREET Aux) -. ,C CfTY ST ZIP $pec II r Wuse _ _ __ ........._ _ •AAa...- . Pa. is ._. U _� ,... r Lowe'ito arrange normal Installation of the following door(s): Exterior Interior Prehung Unit Slab For warranty to be valid - Item Number RH CI LH 0 customer must finish frame #Door(s) S[za x 80 ❑ 32XSO E3 Other Size and all six (6) sides of door immediately (within 5 days) Item Number RH ❑ LH El after installation. # Door(s) Size Q 36 x 80 1332x8o ❑ Other Size Custo"W initials Delivery of Door Yes No ❑ (cheek one) Haul away of any debris fated to installation: Yes No ❑ (check one) Basic Installation includes the following; ,,Normal Installation of door in same size square opening In good condition -installation of hardware with pre -bored door -Reinstallation of present using or customer provided new. casing *Clean-up of 16b -site Basic fnstallation does not Include the following: -Reframing or alterations to existing structure or carpentry work resulting from old or damaged structure -Any reinstallation of Burglar Alarms •Arty painting or staining or finishing of new door unit *Reinstallation of Screen or Storm or Security Door •Reinstallation of vinyl or aluminum covering on exterior molding With the exception -of Burglar Alarms and finishing, any of the above labor items can be contracted' at an additional cost and must be specifically Asted In the additional specifications block on this oMract. a►luwwla$if.9;ai%afs + uF w•vNvwrv3NUNw7ANgPgRYL6hX�*s5dn3'rArta'YW'F' pp pp * *p MglRLLe aw ♦a}•ri�'a:e r Daigrrs�p � $"s ir` .. 5+�$$'r"at.ar'a f�:Li-n2l. •90�s7Y1 YaNN;�.iigi.!♦g4R•4"r i+gasr.w arh k.s4MAlIY 'a ♦ a i y .v ♦•F RN.tYa Additional Spltditeflons: The Environmental Protection Agency (EPA) has requested that Marls Y �- Lowe's no" Installation customers that a.lead based paint hazard may exist In dwellings bunt -Tax prior to 1878. See pamphlet EPA 747-K4k9.001 for details: , d g Tocol _ ... .• .,: ..:. • • y a` e" More applicable h6bi Is taxable; v !l. eheok loenl tart reatMeflorN. Work Is tai commence upon masonabl avallaWltty Contractor whlah Is anticipated to be ___ ,- .. [rltl In date]. ESUMNW comp Icn,date Is [1111. In date]: wyrl :E To t:119Tt7mER All items Gated In this contras[ and specitication sheet(s) are to be installed under eondldon8 agreed upon at time of purchase and at the price appearing on this contiract torn. This assumes sound exlsting substructures, superstructure and points of attachments. Extra labor or material {nelderd to Insmllatlon necessftated by defeeWe substructures, superstructure, points of afta0ment, 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 TERRA$ 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 CONDITIONS SET FORTH ON THE REVERSE SIDE OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT lTj� TIME Ot= $tGNATURE. - V l B OW TfIIS DAY OF � ch VaME33 OUR ttAND(S). _ (S) _ j WIT may~ (Seal) __. (Seal) $pec II r Wuse _ _ __ ........._ _ •AAa...- . Pa. is $ Y t'��I.rFa,a r a��rip.d�a�`a ll�F�+tfiJr:u.n�� to � sue+.:pU d. � * t! s sa.. p. �4.><ae a ...•.:.. -" ' 11657-williams, ben�-3-16-07 1728x2200x2 ti 2007-03-16 13:07 407-43U-4069 167 -INSTALLED SALES SSZR135A LOWE'S HOME CENTERS, INC. SAF 1657 PAGE: 1 DATE: 03/16/07 3780 ORLANDO DRIVE SANFORD FL ORDERED FOR: BETTY WILLIAMS PHONE: (407)430-4060 ADDRESS: 1601 S LOCUST AVE SANFORD FL 32771 PHONE: (407)321-3638 VENDOR NAME: HOL2-2S, NAN CONTACT: ADDRESS- ATT PHONE: (407)468-1010 ORLANDO FL 32818 FAX: (407)296-2960 PROTECT: 190721478 PERMIT LOWES PQ: 35237651 LOWES INVOICE: 96311 ASSOCIATE: RICHARD SCOUTEGUAZZA EST DELIVERY: 03/14/07 AR NUMBER: 2449 QTY ITEM T.TEM DESCRIPTION SIN VEND_PART# COST EXT—COST ---------------------------_---------------------------------------------------- 1 147142 PERMIT PERMIT 100.00 100.00 FREIGHT $ 0.00 TOTAL $ 100.00 rot) fi P 1/3 6_te,tl,__�pL _*sc,-x 1--L 4 � 70 Z/ 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 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' TLCT nTcraiPTlnb nF11—T11. -11 n T SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F RATE OF BURNING ASTM 1635 1.10 IN MIN SMOKE DENSITY ASTM D2843 69.6% TENSILE STRENGTH' ASTM D638 -7.48% DIFF LUMI'AKAIIVt ItNSILt SIRtNUIH AYILH WLAIHLRING 4500 HOURS XENON ARC METHOD 1 e • SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET #1 DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 IANCHORING LOCATIONS & DETAILS 149'. MAX OVERALL FRAME WIDTH 21" MAX 36.375" MAX. 01 0 — PANEL WIDTH 37.5" MAX. IN/ASTRAGAL FRAME WIDTH DOUBLE INSWING UNIT WISIDELITES SINGLE DOOR UNIT WITH SIDELITE SINGLE DOOR UNIT WITH SIDELITE SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES OCE: 7/11/05 sc�E: N. T. S. DwG. BY: SWS CHK. BY: OF s DOUBLE INSWING UNIT WISIDELITES SINGLE DOOR UNIT WITH SIDELITE SINGLE DOOR UNIT WITH SIDELITE SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES OCE: 7/11/05 sc�E: N. T. S. DwG. BY: SWS CHK. BY: OF 3 6..3� 3 SE E DETAIL 3 31 SEE DETAIL 0 Q N a 0 w w 0 a 0 p1 0 N o a U a SEE DETAIL M ..D,. �[� Ir D 0 tD 1. 'I I- 3I 3.. �`- 3.. I— } "_�.� .� 3 3,. 3.. 6 II I 6.. 6 SEE DETAIL 6" '1 f E,. ASTRAGAL RETAINER BOLT HOLE ##10 x 2'" MUST BE DRILLED THROUGH ##8 x 2_ 1/2 " ##8 x 2-1/2" THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH ##10 x 3/4" ® ii;�FOR A 1.375" THROW ##8 x 2-112" f#10 x 1-1/4" O ##10 x 3/4" ##10 x 3/4" DETAIL "F" ASTRAGAL ## 10 x 2'" DETAIL "E" ASTRAGAL DETAIL "C' ATTACH ASTRAGAL RETAINER BOLT Dow 995 DETAIL "D'" STRIKE PLATE TO FRAME OR EOUA� AS SHOWN. / Ne x i-i/z" PHS AW dlmtoNMW 0.962" I Cer ab -No.:.:? 1 375" _ DdIB `'A•S`. 1 OOW 995 s• - T OR EQUAL ^• A ems;: INSWING THRESHOLD OUTSWING THRESHOLD EXTERIOR - ' wr RI a TYPICAL GLAZING DETAIL ;EE DETAIL C'• cc LID O N U CC) z � N O Q W U cc �z L< z �LL � 00 z O J Q Q � _ � U DATE: 711 1/05 SCALE: N. T. S. DWG. BY: SWS CHK. BY: DRAWING NO DWG-MA-FLO130-05 SHEET Z OF 3 3. B A B _ 6" _ 6' 3•' — _ I II 6' I 6' � 11 I 0 Q N a 0 w w 0 a 0 p1 0 N o a U a SEE DETAIL M ..D,. �[� Ir D 0 tD 1. 'I I- 3I 3.. �`- 3.. I— } "_�.� .� 3 3,. 3.. 6 II I 6.. 6 SEE DETAIL 6" '1 f E,. ASTRAGAL RETAINER BOLT HOLE ##10 x 2'" MUST BE DRILLED THROUGH ##8 x 2_ 1/2 " ##8 x 2-1/2" THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH ##10 x 3/4" ® ii;�FOR A 1.375" THROW ##8 x 2-112" f#10 x 1-1/4" O ##10 x 3/4" ##10 x 3/4" DETAIL "F" ASTRAGAL ## 10 x 2'" DETAIL "E" ASTRAGAL DETAIL "C' ATTACH ASTRAGAL RETAINER BOLT Dow 995 DETAIL "D'" STRIKE PLATE TO FRAME OR EOUA� AS SHOWN. / Ne x i-i/z" PHS AW dlmtoNMW 0.962" I Cer ab -No.:.:? 1 375" _ DdIB `'A•S`. 1 OOW 995 s• - T OR EQUAL ^• A ems;: INSWING THRESHOLD OUTSWING THRESHOLD EXTERIOR - ' wr RI a TYPICAL GLAZING DETAIL ;EE DETAIL C'• cc LID O N U CC) z � N O Q W U cc �z L< z �LL � 00 z O J Q Q � _ � U DATE: 711 1/05 SCALE: N. T. S. DWG. BY: SWS CHK. BY: DRAWING NO DWG-MA-FLO130-05 SHEET Z OF 3 6'" 6' 3" 3 I r r 3' —I I— 3•i V - o U a SEE DETAIL N "D" SHT. 2 } J Q o SEE DETAIL "C" SHT. 2 — o N A V G I I I I i t 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) — - FASTENER RATING FROM THE DIFFERENT FASTENERS _ U a N } o w B II II II II I :2 SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR 'MSN 3" 3.. t 3•.6' 6" 3.. 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" X 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 'MSN �. LOCATION. °MAXHIM2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL ��ill 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. HARnWARF-,rHFnl If 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 "7/11/05 OWG-MA-FLO130-05 SHEET 3 OF 3 r 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 REOUIREMENTS 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 nFcr RIPTTnN ncar.NennlI oFa D T SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F RATE OF BURNING ASTM0635 1.10 IN/MIN SMOKE DENSITY ASTM D2843 69.6% TENSILE STRENGTH' ASTM 0638 1 -7.48% DIFF CUMYAIlAIIVL ILN,ILt SIHLNGIH AFILK WEATHERING 4500 HOURS XENON ARC METHOD 1 e SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 !AN HORING LOCATIONS & DETAILS 3 JANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT WITH SIDELITE SINGLE DOOR UNIT WITH SIDELITE DOUBLE INSWING UNIT W/SIDELITES SINGLE DOOR UNIT W/SIDELITES x V 2 ZW xQa 3 Data RAYi9ee�— I DOUBLE DOOR UNIT W/SIDELITES DATE: 711 1 /05 SCALE: N. T. S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG-MA-FLO131 SHEET 7 OF 3 - ___ .`... - I - _ 149- MAX. OVERALL FRAME WIDTH 21 " MAX 36.375" MAX. D. L 0. -- PANEL WIDTH 37.5" MAX. FRAME WIDTH VV/ASTRAGAL m x U i x � � O J 4 � Q SINGLE DOOR UNIT WITH SIDELITE DOUBLE INSWING UNIT W/SIDELITES SINGLE DOOR UNIT W/SIDELITES x V 2 ZW xQa 3 Data RAYi9ee�— I DOUBLE DOOR UNIT W/SIDELITES DATE: 711 1 /05 SCALE: N. T. S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG-MA-FLO131 SHEET 7 OF 3 - ___ .`... - I - _ ;EE DE 'C" 6"SEE DETAIL 6" 3 3"" E• 3"" I�6.. 6' 6 6 "I", J - 6" a IF SEE DETAIL „D., SEE DETAIL "C" Vl 2 ASTRAGAL RETAINER BOLT HOLE #10 x 2" #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 2" #10 x 1-3/4" FOR A 1.375" THROW #8 x 2-1/2" #10 x 3/4" DETAIL "F" ASTRAGAL #10 x 3/4" DETAIL "E" ASTRAGAL DOW 995 DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT OR EQUAL qe x STRIKE PLATE TO FRAME -,�z RNs AS SHOWN. DETAIL "D" _ I 0.962"1 /IddAllt}III 0 mw •.�A»�L . 1.375' Cerf!oomk. NloolReAgow oll -r �� '� f DOW 995/ .-•p '.. I OR EQUAL •yA.$_�;:' INSWING THRESHOLD OUTSWING THRESHOLDEXTERIOR NT RI R TYPICAL GLAZING DETAIL DATE: 7/1 1/Of Scut: N. T. S. DWG. 9r: SINSHK. BY: C DRAWING No DWG-MA-FLO131 SHEET 2 OF 3 3" B B 6' 6' 3' "I", J - 6" a IF SEE DETAIL „D., SEE DETAIL "C" Vl 2 ASTRAGAL RETAINER BOLT HOLE #10 x 2" #8 x 2_1/2^ MUST BE DRILLED THROUGH ° THE THRESHOLD & INTO THE #8 x 2-1/2" #10 x 3/4" ® STRUCTURE DEEP ENOUGH #10 x 2" #10 x 1-3/4" FOR A 1.375" THROW #8 x 2-1/2" #10 x 3/4" DETAIL "F" ASTRAGAL #10 x 3/4" DETAIL "E" ASTRAGAL DOW 995 DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT OR EQUAL qe x STRIKE PLATE TO FRAME -,�z RNs AS SHOWN. DETAIL "D" _ I 0.962"1 /IddAllt}III 0 mw •.�A»�L . 1.375' Cerf!oomk. NloolReAgow oll -r �� '� f DOW 995/ .-•p '.. I OR EQUAL •yA.$_�;:' INSWING THRESHOLD OUTSWING THRESHOLDEXTERIOR NT RI R TYPICAL GLAZING DETAIL DATE: 7/1 1/Of Scut: N. T. S. DWG. 9r: SINSHK. BY: C DRAWING No DWG-MA-FLO131 SHEET 2 OF 3 SEE DETAIL "C" SHT 2 SEE DETAIL E" SHT. 2 6" 6" 3 3 3., 3 6' 6' II I II � 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) 6" — II 6" II 3 —� f— c 6„3J 6 II�jI, 3”I OL SEE DETAIL J"D" SHT. 2 Q CT W J w U 0 M e 3.. 3.. 6" 3 6" SEE DETAIL "F" SHT 2 I 1 1 6' 6' I I 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) AT 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16) 0 W Q 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 J 7 d W E #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 50" SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN 3' 3' LOCATION. —0.25" MAX C 3.. x— 3„ 6"3" .. 3" 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 50" SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN LOCATION. —0.25" MAX SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT eT; 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. 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 _,loin In : i � • SCALE: N.T.S. DWG. BY: SINS CHK. BY: DRAWING NO, DWG-MA-FLO131-05 SHEET 3 OF 3 Florida Building Code Online Page 1 of 5 R X£� r scar °+ t da±�wI 3 v#y��,� 5 {ro G° g d �Jv,*1 Fu "MSPS ..G .:� ":wa :,.; ,�'l�'°',5 �.K�i'✓`. �i.. ..` 4 .,' '4 i' 4E i K I Log In Hot Topics Submit Surcharge Stats & Facts ! Publications FBC Staff BCIS Site Map ;Lin n �i'rBi Product Approval USER: Public User Product_Appr_o..yal Menu > Pro_d_uct,o.r.Application Search > A.pplication List > Application Detail 97>, r.v w FL# � Application Type ° Code Version sul a il Application Status Comments Archived Product Manufacturer Address/Phone/Email � �kp,BDLIT,`QUR SECRir•EAl7Y.,;'` r "rz'", ii • °i.,,,�� 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. Florida Building Code Online TAS 201 TAS 202 TAS 203 Equivalence of Product Standards i Certified By i Sections from the Code Section 2612 HVHZ PI Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ISummary of Products Method 1 Option A. 07/25/2005 09/27/2005 08/14/2005 10/06/2005 Page 2 of 1994 1994 1994 FL # 1114odell, Number or Name Description 4904.1 7Hinged Wood -edge Steel Side- 6'-8" 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: PTID 4904_I_Insta11.68 WE Glazed..pc Impact Resistant: PTLD 4904_I_Install,.68. WE Opaque...F j Design Pressure: +/- PTID 4904 1_ Install_ 80_ WE. Glazed._pc Other: Evaluated for use in locations adhering PTID_4904_I_Install 80 WE Opaque.p to the Florida Building Code including the High Verified By: Velocity Hurricane Zone, and where pressure I requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design j 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 ood-edge Steel Side- rK 8'-0" Opaque I/S and O/S Single Door 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 j to the Florida Building Code including the High I Velocity Hurricane Zone, and where pressure j 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 httly://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/200 Florida Building Code Online Page 3 of 5 Max DP = +/- 70.0. When large missile impact resistance is required, hurricane protective i 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 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-FLO128-05 for additional information. lit 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 I Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: i 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, i Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal I size. Max DP = + 45.0 / -50.0. When large j missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See j installation drawing DWG-MA-FLO129-05 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=wGEVXQwtDgteluIwHNbblSciO%2baWgLu... •4/21/2006 Florida Building Code Online Page 4 of Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = + 50.0 / -45.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FLO129-05 for additional information. i 4904.6 Wood -edge Steel Side- 6'-8" Glazed I/S and 0/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 j to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure I requirements as determined by ASCE 7, jMinimum 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 4904.7Wood-edge Steel Side- 8'-0" Glazed I/S Door w/ or w/o Sidelit i 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 I missile impact resistance is required, hurricane protective system is required. See installation I drawing DWG-MA-FLO131-05 for additional information. 4904.8Wood-edge Steel Side- 8'-0" Glazed O/S Door w/ or w/o Sideli Hinged Door Units Limits of Use (See Other) Certification Agency Certificate i Approved for use in HVHZ: Installation Instructions httpJ/www•.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgteluIwHNbblSciO%2baWgLu... 4/21/200 Florida Building Code Online Page 5 of 5 Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering j 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 1,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: 0 mm Fg i AR r htcF; M Bob http://www.floridabuilding.org/pr/pr_ app_ dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLw... -4/21/2006,