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HomeMy WebLinkAbout124 Rose Hill TrlPermit # : 0--1.,2 5 (0 j Job Address: f Zq Ra-cr [ T Description of Work: REMOVE & Historic District: Zoning: Permit Type: Building XX Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential PLEASE CALL NAN @ 407- 468-1010 WHEN READY... THANKS CITY OF SANFORD PERMIT APPLICATION Date: Value of Work: Mechanical Plumbing Fire Sprinkler/Alarm Pool _ — Addition/Alteration Change of Service _ Temporary Pole _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: Construction Type: !r' of Stories: # of Dwelling Units: Flood Zone (FEMA form required for other than X) Parcel #: V + �-+/ _ I ^ 50 oo —01 2�0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone:!n:j /",v_-t:j_( I k__) F Contractor Name&Address: LOWE'S Peter Anothy CafaroIII 4948 Tellson Place . ORLANDO, FL 32822 Siv%e.r.icens€Nstnber: CGC 1508417 Phone &Fax -407-467-2643 407-327-0910 ContactPersoti: MINDY HOLMES Pbone:407 468-1011 Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer: Address: NA NA NA 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. 1 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 y be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management distri" , state agencies, or federal agencies. Acceptance of permit is verification that will notify the owner of the property of the requ' Fl 'da ien F 71 -7 Signature of Owner/Agent Date Signature of Contractor gent nnCC Date AMN(Jv Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date ature of Lary ION # pD 28562 # d EXPIRES: March 23, 2008 OF F�n�\o J ded Thru Budget Notary Serviess Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID r— �, ) e ( _ Produced ID APPLICATION APPROVED BY: Bldg Zoning: Utilities: FD: (Initial k 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: 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 l'a`wfful attorney in fact to act for me and apply to '�� Y Wlr a for a (jndr permit for work to be performed at a location described as: (Address of Job) 'Z'H R Tr I. (Owner of Property) .��; V--) — I , . _, And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter AnthonKafarq/I Area Installed Sales A 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 this25day d� ,2007. No.public My commission expires =o0VL o`sG� Notary Public State Of Florida Elizabeth A Ronco _ My Commission DD633831 i '� �•�° Expires 01/2812011 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=1820315030000... 6/24/2007 DAvm JoHN&d7N, CFA, ASA P RTY APPRAISER 5041HOLE 6&NTY FL I;1o1 t-RRSTST SANF�ftQS: F,r-327i1-i+9E$ . 407-6M5 75W 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-503-0000-0130 Number of Buildings: 1 Owner: JOLY ROBERT J & RUBY J Depreciated Bldg Value: $196,607 Mailing Address: 124 ROSE HILL TRL Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $36,000 Property Address: 124 ROSE HILL TRL SANFORD 32771 Land Value Ag: $0 Subdivision Name: ROSE HILL Just/Market Value: $232,607 Tax District: S1-SANFORD Assessed Value (SOH): $144,615 Exemptions: 00 -HOMESTEAD (2002) Exempt Value: $30,000 Dor: 01 -SINGLE FAMILY Taxable Value: $114,615 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vactlmp Qualified Tax Amount(without SOH): $3,682 WARRANTY 2006 Tax Bill Amount: $2,187 08/2001 04184 0814 $134,900 Improved Yes DEED Save Our Homes (SON) SPECIAL Savings: $1,495 WARRANTY 09/1998 03496 1718 $1,456,500 Vacant No 2006 Taxable Value: $111,088 DEED 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 LOT 0 0 1.000 36,000.00 $36,000 LOT 13 ROSE HILL PB 54 PGS 41 & 42 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost New Num Bit SF SF SF 1 SINGLE 2001 9 1,968 2,372 1,968 CB/STUCCO $196,607 $202,688 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 28 Appendage / Sgft GARAGE FINISHED 1376 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 our next year's property tax will be based on Just/Market value. http://www. scpafl.org/web/re_web. sem inole_county_title?parcel=1820315030000... 6/24/2007 11657-joly, robert-6-25-07 (1728)2544x2 tiff) [3] CONTRACT #13 7.7 8. 9 0 iK?TAWW SA Ida MWNO� 13 UrFeETAOMESa ADO I -Al �-*\\ CITY... STAI* 17ELEPHOW DA LOWES CXWMACTOR UCENM NUMBER" th 4noos at-4�a. AM gm STATE ZW, 1 7- 9 A EkWor i6F.'WsOriillkh*': 6i, Voi.,d Oumomw: loust iff and eH aft-.(6),skfm of -ckw 1110". 0? DOW X 441 n an -Infth We 104960 4p twawmww of hmhvm wfth pm4ored dam �o eixwng tt are, c6robkry v-Awk vosuffift fmm -old ior darriaged structura - - k*hirig or i nitions or WA6 Y9-: Irlisitmittron SWVW AMM% An pAIA" or I •�fw-,tOK 00Z ift W `fry 6ROftWMn bf VIno or iitirmm 66" f on M Jg-l5q;Ohj'6'o2.n Id fl b, cat 06 flt.V46 I MUM A AD .� 11u; in ME OUR AND(S) At a (Saw) Manager Spouse R sM- W.'' Mi. *V'106 fills- - fift*lAi6 ~'Of WAtft swio.: i�4, wIn Owau (seal) 11657 -jolt', robert-6-25.07 (1728xf2172x2 tiff) LOUT- 00-L4 UY.D7 4Ur'-.,43U-400Y '10W"-lN;JlALLLU JALL:i r '1 j3 8SZR135A LOWE'S HOME CENTERS, INC. SAF 1657 PAGE: 1 DATE: 06/24/07 3780 ORLANDO DRIVE SANFORD FL ORDERED FOR: ROBERT JOLY PHONE: (407)430-4060 ADDRESS: 124 ROSEHILL TKATL S ORI) F'1, :32773 BONE: (407)549-7137 VENDOR - CONTACT: ,KA ADDRESS: ATT PHONE: (352)483-2194 DELAND FL 32720 FAX: (352)483-2561 PROJECT: 206775450 FEE FOR INSTALL PERMIT FOK ENTRY DOOR LOWES P0: 41.231573 LOWES INVOICE: 721.79 ASSOCIATE: VAN BROWER JR. EST DELIVERY: 06/24/07 AR NUMBER: QTY ITEM ITEM DESCRIPTION BIN VEND_PART# COST EXT COST --------------------------------- 1 147142 FEE FOR INSTALL PERMIT PERMIT 100.00 100.00 FOR ENTRY DOOR FREIGHT $ 0.00 TOTAL $ 100.00 61 -e -e -L _* scX i --L 4 90 `/ 149" MAX OVERALL FRAME WIDTH SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 21 " MAX 36.375" MAX. J D 00 D.L.0 -- PANEL WIDTH 37.5"' MAX. ¢ � N 6'-B" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES so w/ASTRAGAL FRAME WIDTH _ ZO - W �J z �z GENERAL NOTES t. EVALUATED FOR USE IN LOCATIONS ADHERING TO z CY THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM W O ~ DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.o O DOES NOT EXCEED THE DESIGN PRESSURES LISTED mow, N Z 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED P. ^' O Q 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 u :�i O _ U AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 _ O a _ 4 PLASTICS TESTING OF LITE FRAME MATERIAL -+ TEST DESCRIPTION DESIGNATION RESULT c a O o o0 COMPARATIVE TENSILE STRENGTH AFTER WEATHERING oewm 4500 HOURS XENON ARC METHOD 1 w w N w coo �aU LLo 0 DOUBLE INSWING UNIT W/SIDELITES a a Ad nimmMAIM Cerlilw6olt No.: ( a' Da H al mac,. t 13 U) 0 V) • B B N � W N Q SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SID LITES WITH SIDELITE WITH SIDELITE O z WHERE WATER INFILTRATION PERFORMANCE IS TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE: 7/11/05 CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING SCALE: N.T.S. SHEET DESCRIPTION X 37.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 I TYPICAL ELEVATIONS & GENERAL NOTES XX 74' +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 DWG. BY: $W$ 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: 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 t49' +50.5 -50.5 +50.5 -50.5 +19.0 - -19.0 +50.5 -50.5 DWG-AAA-FL0130-05 SHEEP 1 OF 3 SELF IGNITION TEMP AS 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 3" SEE DETAI ,.C.. 3 0 , N o a V a SEE DETAIL N .,D.. a 0 0 w w o � � �i v G (D 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 1-1/4" #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. — 0.962"I ����; 7.375" —"A Reri -. �f, T� Uate 1r INSWING THRESHOLD OUTSWING THRESHOLD ;EE DETAIL C" 6" rl� QO Cc O N U Do Z cl- N O Q W U zgz �Q w z w— I-- O O Z O J �s U ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH "�FOR THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH A 1.375" THROW DETAIL "F" ASTRAGAL DOW 9" OR EOGAI� Ne x 1-172' RHs „AIa.:_ DOW 995 OR EQUAL XTERIO INTERIOR TYPICAL GLAZING DETAIL DATE- 7/11/05 SME: N.T.S. DWG. BY: SWS CHK. BY: DRAWING No DWG-MA-FLO 130-05 SHEET 2 OF ,3 SEE DETAIL "C" SHT. 2 0 6 3! r 3'; U SEE DETAIL "D" SHT. 2 a 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 1.5N I LOCATION. — MAz SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM IL ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER, AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TYPICAL ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. I I I I I s' I I I O W U -_ I L ` II I ¢ T W B G� 6" HARnWARF CrHFnl It F 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" Y. 4" FULL MORTISE BUTT HINGES DATE: 7/11/05 SCALE: N.T.S. OWG. BY: SINS GHK. BY: DRAWING N0.' DWG-MA-FLO130-05 SHEEP 3 OF 3 016 149 MAX. OVERALL FRAME MOTH 21'" MAX 36.375" MAX. D.L 0. PANEL WIDTH -- 37.5' MAX. W/ASTRAGAL I � FRAME WIDTH m ASTM D638 -7.48% DIFF SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT ¢ DO F-0" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES x U 2 X o � � O W U z�z GENERAL NOTES CC Q 1 EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE J Iw-. C, Lil Z f- REOUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, F• - O DOES NOT EXCEED THE DESIGN PRESSURES LISTED 4 J z 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 0 ^ Q 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 Q = AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. U 4 PLASTICS TESTING OF LITE FRAME MATERIAL' x TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM 01929 680 'F > 650 'F z RATE OF BURNING ASTM D635 1.10 IN/MIN d L SMOKE DENSITY ASTM D2843 69.fi% � TENSILE STRENGTH' ' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 W w wW w z Q O a < a i611df11 (0 NMU m DOUBLE INSWING UNIT W/SIDELITES ReviewedBy. Dale R I o z 0 Ln L z Li L-11 L Li Lj i Li w r- 0 SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNI i SINGLE DOOR UNIT W/SIDELITES DOUBLE ODOR UNIT W/SIDELITES WITH SIDELITE WITH SID IT O z WHERE WATER INFILTRATION PERFORMANCE IS DATE: 7/17/05 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE SCALE: N.T.S. SHEET r� DESCRIPTION CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING X i TYPICAL ELEVATIONS & GENERAL NOTES 37.5" +40.0 -45.0 +45.0 -40.0 +19.0 -19.D +45.0 -40.0 Dwc. sv: SINS 2 ANCHORING LOCATIONS & DETAILS XX 74 +40.0 -45.0 +45.0 -40.0 +79.0 -19.0 +45.0 -40.0 CHK. BY: OX or XO 3 ANCHORING LOCATIONS & DETAILS 75 +40,0 -45.0 +45.0 -40.0 +19.0 -19.0 +45.0 -40.0 DNAWING NO.: OXO 112.5' +40.0 -45.0 +45.0 -40.0 +19.0 -19.0 +45.0 -40.0 OXXID 149 +4D.0 -45.0 +45.0 -40.0 +19.0 -19.0 +45.0 -40.0 DWG-MA-FLO131-05 SHEET 1 OF 3 149 MAX. OVERALL FRAME MOTH 21'" MAX 36.375" MAX. D.L 0. PANEL WIDTH -- 37.5' MAX. W/ASTRAGAL I � FRAME WIDTH m ASTM D638 -7.48% DIFF 149 MAX. OVERALL FRAME MOTH 21'" MAX 36.375" MAX. D.L 0. PANEL WIDTH -- 37.5' MAX. W/ASTRAGAL I � FRAME WIDTH m x U 2 X � � O J 4 L. — - 3EE DE .D., 6' SEE DETAIL — g" 3 E 3., -i Y �i 31 3' — I- 3 }-{ f— 3.. 3 �\ /I c I--„ L —� I-- 3..I 6' " �11 � I!"� SEE DETAIL F„ // 0 n SEE DETA D' x #8 x 2- 7/2'" #8 x 2-1/2" #10 x 3/4" #10 x 2" #10 x 1-3/4'" #8 x 2-7/2" #70 x 3/4" #10 x 3/4" DETAIL '"E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. DETAIL "D" e t .375I' INSWING THRESHOLD OUTSWING THRESHOLD SEE DETAIL .,D.. ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH TFIE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DOW 995 OR EOUAL� / �6 PHS •.:yAt��v,: DOW 995- OR EQUAL •�.yA„g XT RIOR INT RI TYPICAL GLAZING DETAIL DATE: 7/7 1/0 -- SCALE: /0 -- SCALE: N. T. S. DWG. BY: SINS CHK. BY: DRAWING NO DWG-MA-FLO131 SHEET 2 OF 3 I— 6 6 I I I I 3-1— I •° U N B NIL L Gl- CO— r J D 0 O_ i 6' 6"— 6' 3 r 6"— 3' — I- 3 }-{ f— 3.. 3 �\ /I c I--„ L —� I-- 3..I 6' " �11 � I!"� SEE DETAIL F„ // 0 n SEE DETA D' x #8 x 2- 7/2'" #8 x 2-1/2" #10 x 3/4" #10 x 2" #10 x 1-3/4'" #8 x 2-7/2" #70 x 3/4" #10 x 3/4" DETAIL '"E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. DETAIL "D" e t .375I' INSWING THRESHOLD OUTSWING THRESHOLD SEE DETAIL .,D.. ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH TFIE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DOW 995 OR EOUAL� / �6 PHS •.:yAt��v,: DOW 995- OR EQUAL •�.yA„g XT RIOR INT RI TYPICAL GLAZING DETAIL DATE: 7/7 1/0 -- SCALE: /0 -- SCALE: N. T. S. DWG. BY: SINS CHK. BY: DRAWING NO DWG-MA-FLO131 SHEET 2 OF 3 SEE DETAIL "C" SHT 2 SEE DETAIL E" SHT. 2 6"I- 3 3 — 3" 3 II CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED I II 3.. 'I 6' 6" o #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL sa 4" X 4" FULL MORTISE BUTT HINGES — r J 0 w 0 s II ` 6" II LOCATION. MAX 6„ 3.. Ilr� o - U 3 DETAIL SHT. 2 I II 6 6 I II 1 KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER (FLORIDA #15935) WITH THE LOWEST (LEAST) CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED FASTENER RATING FROM THE DIFFERENT FASTENERS AT 5-1/2" CENTERLINE WITH 8" GRADE i (ANSI/BHMA A156.16) 3.. 'I SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE 0 w o #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL sa 4" X 4" FULL MORTISE BUTT HINGES — r J 0 w 0 s SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN ` 0.25" LOCATION. MAX Ilr� 6' 6' 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CIL SEE DETAIL tO 3 3" "F" SHT. 2 6" — 6" ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. SIGNED AND SEALED BY HAROLD E. RUPP, PE KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER (FLORIDA #15935) WITH THE LOWEST (LEAST) CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED FASTENER RATING FROM THE DIFFERENT FASTENERS AT 5-1/2" CENTERLINE WITH 8" GRADE i (ANSI/BHMA A156.16) BEING CONSIDERED FOR USE. JAMB, HEAD, AND SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE o #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL sa 4" X 4" FULL MORTISE BUTT HINGES SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN ` 0.25" LOCATION. MAX VSHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CIL 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 HARDWARF SCHFDIII 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 i (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 DATE: 7/11/05 SCALE: N.T.S. DWC. BY: SIMS CNK. BY: DRAWING NO DING-MA-FL0131-05 SHEEP ,3 OF 3 Florida Building Code Online Page l of 5 BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts : Publications . FBC Staff. BCIS Site Map Lin Product Approval USER: Public User ProductApproval Menu > Product or Application Search > Application__List > Application Detail Product Manufacturer Address/Phone/Email 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 Year ASTM E1300 2002 ASTM E1300 1998 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wOEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006- "R = Application Type Code Version • sul No a s Application Status �� • F€ kt 1tTiE Comments 11s'— ,r Archived Product Manufacturer Address/Phone/Email 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 Year ASTM E1300 2002 ASTM E1300 1998 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wOEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006- Florida Building Code Online Page 2 of 5 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Section 2612 HVHZ PI Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 07/25/2005 09/27/2005 08/14/2005 10/06/2005 jFL # Model, Number or Name Description Steel Side- 6'-8" Opaque I/S and O/S Single Door �4904.1=Wood-edge j Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: P.TID_4.904_I_I.n.st.all.6.8 WE Glazed.pdf Impact Resistant: PTID _4904_I Install 68 WE O.paque._pd Design Pressure: +/- PTID 4904 I Install 80 WE Glazed._pdf Other: Evaluated for use in locations adhering PTID 4904 I_ Install_ 80_ WE Op_aque.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 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 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. http://www.floridabuilding.org/pr/pr_ app dtl.aspx?param=wGEVXQwtDgteluIwHNbblSciO%2baWgLu... 4/21/2006. I 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 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 to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Max DP = +/- 55.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FL0128-05 for additional information. 4904.4 Wood -edge Steel Side- 8'-0" Opaque I/S Door w/ or w/o Sidelit, Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = + 45.0 / -50.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FL0129-05 for additional information. rt=�Hingecl Wood-edge Steel Side- 8'-0" Opaque 0/S w/ or w/o Sidelites 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=wGLVXQwtDgtelulwHNbblSciO%2baWgLu... 4721/2006. Florida Building Code Online Page 4 of 5 Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = + 50.0 / -45.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FLO129-05 for additional information. 4904.6 Wood -edge Steel Side- 6'-8" Glazed I/S and O/S Door w/ or w/i Hinged Door Units Sidelites j 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-FL0130-05 for additional information. 4904.7 __7Wood-edge Steel Side- 8'-0" Glazed I/S Door w/ or w/o Sidelite 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 missile impact resistance is required, hurricane protective system is required. See installation I drawing DWG-MA-FL0131-05 for additional information. Steel Side- 8'-0" Glazed O/S Door w/ or w/o Sidelit( �4904.8od-edgeWo Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: i Installation Instructions http://www.floridabuilding.org/pr/pr__app _dtl.aspx?param=.6EVXQwtDgtelulwHNbblSci0%2baWgLu... 4%21/2006• Florida Building Code Online Page 5 of 5 Approved for use outside HVHZ: Impact Resistant: Design Pressure: Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design j pressures listed. 12'-0" x -8'-0" max nominal size. Max DP = + 45.0 / -40.0. When large missile impact resistance is required, hurricane ,,,,protective system is required. See installation drawing DWG-MA-FLO131-05 for additional information. Verified By: Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyri ht_and Disclaimer Product Approval Accepts: a] [09 Ethrh Po��a http://www.floridabuilding.org/pr/pr___app_ dtl.aspx?param=w(�3,EVXQwtDgtelulwHNbblSciO%2baWgLu... 4721/2006-