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HomeMy WebLinkAbout169 Wildwood DrPermit#: DV9— I(P),-(.,o Job Address: ItIR I UI1(•I AV)tle Description of Work: Historic District: Zoning: PLEASE CALL-NAN @ 407 -.468 -- CITY OF SANFORD PERMIT APPLICATION Date: Value of Work: S l . `� Z p p6 Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Altetation Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Requires 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 #: Owners Name & Address: (Attach Proof of Ownership & Legal Description) Phone: C262 —1 U 1 / contractor Name& Address: LOWE' S Peter Anothy CafaroI I I 4948 Tel 1 son Place . ORLANDO, FL 32822 St-e.timnse Nymber: CGC 1508417 Phone & Fax : A07-467-2643/407-327-0910 contadPersou% MINDY HOLMES Phone: 407 468-1011 Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/Engineer: NA Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and.that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and 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 l will notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID 713. Signature DEBBIE BLANTON ti MY COMMISSION # DD 188491 actor/Age is erso�6btt "25,2007 Produced I t �7AgY FL Wot _ Assoc. Co. APPLICATION APPROVED BY: Bldg-_ Zoning: Utilities: FD: (Initial & te) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: My LOW E ttomi lrnprouement arshousa it 1 11 71-11,717111155 Limited Power of Attorney Z�E0101 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 :Rci for a crypermit 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 q4faro I Area Installed S les M, 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 thisday of,2006. No.puK1& My commission expires oar nub^ Notary Public State of Florida Geoffery � Hollis ? `"``� Q My Commission DD387355 Expireso111812009 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www. scpafl. org/pls/web/re_web. semi nole_county_tltle?parcel=102030502000... 6/25/2006 S;i 4`s'f YP la 212 � s DAVID JOHNSON, CFA, ASA 212 7 PROPERTY 210$y 41 APPRAISER sy ,•.y 49.A S1 �; , ' a7 42 SEMINOLE COUNTY FL.. 1101 E. FIRST sT SA HFOR D, FL 32771-1468 75- 407-655-7506 ?3 T? 4:i J7 71 4r: d? 18 f? `a 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-502-0000-0350 Number of Buildings: 1 Owner: ZUDAIRE JOSE J Depreciated Bldg Value: $106,785 Mailing Address: 169 WILDWOOD DR Depreciated EXFT Value: $600 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $26,600 Property Address: 169 WILDWOOD DR SANFORD 32773 Land Value Ag: $0 Subdivision Name: RAMBLEWOOD Justt'Markket Value: $133,985 Tax District: S1-SANFORD Assessed Value (SOH): $85,772 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $60,772 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vacllmp Qualified Tax Value(without SOH): $1,573 WARRANTY DEED 01/1986 01708 1495 $58,000 Improved Yes 2005 Tax Bill Amount: $1,163 WARRANTY DEED 01/1986 01706 1827 $59,200 Improved Yes Save Our Homes (SOH) Savings: $410 WARRANTY DEED 09/1980 01297 0923 $50,600 Improved No 2005 Taxable Value: $58,274 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 LEG LOT 35 RAMBLEWOOD PB 23 PGS 7 & LOT 0 0 1.000 26,600.00 $26,600 8 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 1980 6 1,054 1,752 1,054 WD/STUCCO $106,785 $119,313 FAMILY FINISH Appendage t Sqft SCREEN PORCH UNFINISHED / 216 Appendage i Sqft GARAGE FINISHED / 462 Appendage 1 Sqft OPEN PORCH FINISHED / 20 NOTE: Appendage Codes included in Living Area. Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1980 1 $600 $1,500 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 ear's property tax will be based on Just/Market value. http://www. scpafl. org/pls/web/re_web. semi nole_county_tltle?parcel=102030502000... 6/25/2006 11657-zudaire, jose-6-26-06-front door (1728x2794x2 tiff) [12] --,--EUl b-d-9"-167/-1N51ALLtU SALtS P lL/ ie ;{n_ � � N..,.",�.,.���x- .,���N;. .f. ..i.i-:max"N:.'.`xi•"' xa;'• '�s"�"„rx,,'r:S«+Tn}t�<: �` +'�•���' rY•"Y�Y��'�R� '=t t,"'.t'���: }`-x � +d'j,"i��.;sir=x��"�,`°�Sx+ixx+aN'r''���F+• *"max« �«..,,•... �n i+s�;�* djr� ��,,!�ip irnrar�..�'►r ,i' � �s,iri`s � �r �'� 9 f i� �, ., � S r, �'.'ll, r; t s � ea x,r� ,r r r• U udlt'� �',r� � r � ""' tP ! � F�- ,'rfi: �6',�: �.. ��:�. $ � 8 6 ally IN I,Egsr ( "'Nov U (� xr lf1/ sT sTASErnooREss , SME ' Iz an �p �3 `€ CITY �'l- � . e TELE Taefwo a ��' ars' LOw65 CrO�� Eta NE1M� •• 'yr•.,�;4:_ r E � Fal �w 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 Irte Customer's residential premises (the'Promises•) at the following installation address: cm s EssG/ STATF "F r d,0 wa . S N c� 3 27 Lowe's to arrange normal Installation of the following'door(s). Exterior /X' _ Interior_ Prehung Unit _.. Slab — For warranty to be valid - Item Number HoS LH ❑ customer must finish frame and all six (6) sides of door # .- Door(s) Size 36x80 ❑ 32x80 ❑ Other Size immediately (within 5 days) Item Number RH ❑ LH D after installation. # Door(s)�Size ❑ 36 x 80 ❑ $2x80 El Other Size — Customer initials Delivery of Door Yes'DQ No D (check one) Haul away of any debris related 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 casing or customer provided new casing NCiean-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 stalning 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 fisted in the additional specifications block on this contract. "�It rc•xaNi44 ix lq l/R��{Nxdgi*Rxii �"xfix.iyN �u �M i�s'�4N i..i b UN's in: M�.��x wi�N NM.I�YYR�'�'�.i� 179V.9 •AddfHt?nel Specilicadons: The Environmental Protection Agency (EPA) has requested that Marls Lowe's notify installation customers that a lead bused paint hazard may exist in dwellings built `Tax prior to 1978. See pamphlet EPA 747-K-99401 for details. Labor - W A15M PN 7 rax Q R# Total 1+ rT " work Is to corrhit" upon mwnable avallabfifty of Contractor which Is arrticip*W to be [fill In data]. Estimated completion data Is [fill in date]. NOTICE TO CUSTOMER All items listed in this Contract and specification sheel(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. This assumes sound existing substructures. superstructure and points of attachments- Extra labor or material incident to Installation necessitated by defective subetfuetures, superstructure, POW ts of attachment, or the moving of fixtures or appliances to W billed at extra cost to customer. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ TME MANIS AND CONDITIONS CONTAINED ON THE REVERSE SIDE OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU MAVE 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 THE TIME OF SIGNATURE,� WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS DAY OF WITNESS Owner (Seal) —�' _ (Seal) S Lit rAhove SpouseL' Wmr � t. f Mt � JJi��"!Idep„*}IHJ dfzi J, �'4f e.i 1pe ji'+ FILE COPY 11657-zudaire, jose-6-26-06-front door (1728x2l9W tiff) i' 2006-06-25 11:47 407-430-4069 1657 -INSTALLED SALES P 1 / SSZP135A LOWE'S HOME CENTERS, INC. SAF 1657 PAGE: 1 DATE: 06/25/06 3780 ORLANDO DRIVE SANFORD FL ORDERED FOR: ZUDAIRE, JOSE (407)430-4060 ADDRESS: 169 WILD WOOD DR. SANFORD FL 32773 PHONE: (203)675-4547 VENDOR NAME: HOLMES , NAN CONTACT: ADDRESS: ATT PHONE: (407)4681010 ORLANDO FL 32818 FAX: (407)296-2960 PROJECT: 155124068 PERMIT FEE LOWE$ PO: 20479023 LOWES INVOICE: 80628 ASSOCIATE: PAUL DUNLOP EST DELIVERY: 06/24/06 AR NUMBER: QTY ITEM ITEM DESCRIPTION BIN VEND PART# COST EXT COST 1 147142 PERMIT FEE PERMIT FEE �Yd'ti2_� J a STEEL SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-B" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOS t. 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: TFCT IIF'r0I0TInM . SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F RATE OF BURNING ASTM D635 1.10 IN MIN SMOKE DENSITY ASI MD2843 69.67. TENSILE STRENGTH• ASTM D638 -7.48% DIFF IGrv�IIC JIRLNlJ gIIEK WLAIHGKING 4500 HOURS XENON ARC METHOD 1 149" MAX OVERALL FRAME WIDTH F21" MAX 36.375" MAX. D. O — PANEL WIDTH 37.5'" MAX. WIASTRAGAL FRAME WIDTH X U g o MFFI L I L�j W r7 O 10 V • • Li SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELITE WITH SIDELITE TABLE OF CONTENTS SHEET N DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 IANCHORING LOCATIONS & DETAILS DOUBLE INSWING UNIT W/ IDELIT S 51NCLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT WZajQELITES DATE: 7111 /OG SCALE: N.T.S. DWG. BY: SWS CHK. BY: DRAWING N0.' DWG-MA-FLO130 SHEET I OF 3 3" - SEE DETAIL ..D.. 3" — o U a SEE DETAIL ..D" r 0 0 W W O: N O v (i 1� i T- 6" - EE DETAIL 6" c O N U QD co Z C N O W U Cc �Z Cc Q W z c� ti � 00 Z O J Q � _ � U F.. ASTRAGAL RETAINER BOLT HOLE #10 x 2" MUST BE DRILLED THROUGH #8 x 2-1/2" #8 x 2-1/2THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH #10 x 3/4" #8 x 2-1/2" FORA 1.375" THROW #10 x i-1/4" 51 #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 EOUAL'�-. AS SHOWN. N6 x 1-1/2" PHS A&Iandu4IDIMM 0.962", 1.375" RayRowDf T DOW 995-'-" >'..,�.. T OR EQUAL INSWING THRESHOLD OUTSWING THRESHOLD EXTERIOR INTERIOR TYPICAL GLAZING DETAIL �3�� •+til@ 9--. ......•µ+' SCALE: N.T.S. DWG. BY: SWS CHK. BY: DRAWING NO, DWC-UA-FLO 130-05 SHEE1 2 Of 3 SEE DETAIL "C" SHT. 2 3" N N � a W U N SEE DETAIL r "D" SHT. 2 J Q D w w O N v G ,i 3" 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 1.50 MIN LOCATION. - Mme" 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". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TYPICAL TRANSFER LOADS TO STRUCTURE. ANCHOR INSTALLATION 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. HARnwARF CrwPnI II p- 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: 7111105 SCALE: N.T.S. DWG. eY: SINS CHK. 8Y: ORAMNG N0.' DWG-MA-FL2730-05 SHEET 3 Of 3 i !� rnrn��-_t ° CLLID L] It SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT O N cr 00 N 8'-0" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES 149'OVERALLFRAM" MAX.AIAX. E WIDTH z 721MAX36.375'"MAX. O (n 0. PANEL WIDTH I- W U < z GENERAL NOTES Z 1 EVALUATED FOR USE IN LOCATIONS ADHERING TO Ld Z L 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 Z O 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. o Q 3, POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM EBa. PLASTICSSING OF LITE FRAME MATERIALS U = X 2 cv TEST DESCRIPTION DESIGNATION RESULT O = SELF IGNITION TEMP ASTM 01929 680 'F > 650 'F W RATE OF BURNING ASTM D635 1.10 IN/MIN Q d SMOKE DENSITY ASTM D2843 �o$ TENSILE STRENGTH' ASTM 0638 -7.48Y. DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 7 O m N U Q `b ~� S O 0 d' a Q a Ad*iJn (0 Ti7M } m DOUBLE INSWING UNIT W/SIDELITES CwffxabC NoL: 7 �r MR r ir --- 1 V) F 0 v_7 > w L Lw r SINGLE DOOR UNIT DOUBLE DOOR UNI 7 SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDE ITS DOUBLE DOOR UNIT W/SIDE IT S WITH SIDELITE WITH SIDELITE O z TABLE OF CONTENTS WHERE WATER INFILTRATION PERFORMANCE IS DATE: 711105 DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE SCALE: N.T.S. SHEET # DESCRIPTION CONFIC MAX WIDTH INSWING 0 (SWING INSWING OUTSWING I TYPICAL ELEVATIONS & GENERAL NOTES X 37.5 +40.0 -45.0 +45.0 -40.0 +19.0 -19.0 +45.0 -40.0 Dwc. BY: SWS 2 ANCHORING LOCATIONS & DETAILS XX 74 +40.0 -45.0 +45.0 -40.0 +19.0 -19.0 +45.0 -40.0 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 CNK. ND.: OXO 772.5 +40.0 -45A +45.0 -40.0 +19.0 -19.0 DRAWING OXXO 149 +40.0 -45.0 +45.0 -40.0 +19.0 �. -19.0 +45.0 -40.0 DWC-MA-FL0137-05 SNEET 1 DF 37.5'" MAX. W/ASTRAGAL � � FRAME WIDTH 6" SEE DETAIL 6•• 3 37q ,.E,. 3 3" 3.. 3, I� 3+ EE DE C" 6, 611 I 8 IL _ A A �— —I 3^ I I� 6.. 6" 6„ f � 6.. 1� 3 3„ 3" 3' 3" 6' SEE DETAIL F" #10x2"' I a v SEE DET a "D" r o #8 x 2-7/2'" #8 x 2-1/2'" #10 x 3/4" #10 x 1-314"" #8 x 2-1/2" #10 x 2' #10 x 314" E!! p #10 x 3/4" DETAIL '"E" ASTRAGA DETAIL "C' ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME DETAIL "D" AS SHOWN. 1.375"Ifs INSWING THRESHOLD �rl, • r inir OUTSWING THRESHOLD SEE DETAIL .1C.. a- �o 0 U N Do Z � N O Q W U X�z Q w z cl� 1w— 00 C) InQ� U ASTRAGAL RETAINER BOLT HOLE i i MUST BE DRILLED THROUGH I I THE THRESHOLD & INTO THE 3 3„ 3" 3' 3" 6' SEE DETAIL F" #10x2"' I a v SEE DET a "D" r o #8 x 2-7/2'" #8 x 2-1/2'" #10 x 3/4" #10 x 1-314"" #8 x 2-1/2" #10 x 2' #10 x 314" E!! p #10 x 3/4" DETAIL '"E" ASTRAGA DETAIL "C' ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME DETAIL "D" AS SHOWN. 1.375"Ifs INSWING THRESHOLD �rl, • r inir OUTSWING THRESHOLD SEE DETAIL .1C.. a- �o 0 U N Do Z � N O Q W U X�z Q w z cl� 1w— 00 C) InQ� U ASTRAGAL RETAINER BOLT HOLE i i MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW w DETAIL "F" ASTRAGAL DGW 995 OR EGUAI� f p6 % I-1/2• PHS � z DATE: 7/ 1 1 /05 1.�A,y..,. suEE: N.T.S. Dwc. BY: SINS OREW995 CHK. ..' BY: NO. DRAWING XT RI R INTERIOR DWC-MA-FLO/31-.05 TYPICAL GLAZING DETAIL 2 of 3 SHEET SEE DETAIL "C" SHT 2 SEE DETAIL D W U a SEE DETAIL L0 D" SHT. 2 aOPT W J W U I KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER SIGNED AND SEALED BY HAROLD E. RUPP, PE 6 61,3— (FLORIDA #15935) WITH THE LOWEST (LEAST) AT 10-1/2" CENTERLINE. 8 KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER BEING CONSIDERED FOR USE. JAMB, HEAD, AND CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE - I I I L 6,. 6., I II �'jl 3" -d �- � 3" F SHT. 2 6" ATTACHMENT DETAIL I. 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 10-1/2" CENTERLINE. FASTENER RATING FROM THE DIFFERENT FASTENERS KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER BEING CONSIDERED FOR USE. JAMB, HEAD, AND CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE AT 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16) #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE 1.sa" SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM. 2. LOCATION. — 0.25 SAX HIM 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". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR RJCAL INSTALLATION TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. HARDWARE rr.HFhI II P 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 s Rpm . DATE: 7/1 1/05 SCALE: N.T.S. DWG. BY: SWS CNK. BY: DRAWING NO.. DW —MA—F 1— C L013 OS SHEET 3 01`_3 Florida Building Code Online Log In I Hot Topics { Submit Surcharge •;Product Approval >'USER: Public User Page 1 of 5 r �v 10 r '� .,•rte a . - ... i >"F Stats & Facts 3 Publications FBC Staff BCIS Site Map !Lin Product A.p.proyal .M..e. nu > Productor tion Search > Application List > Application Detail Mai FL # Application Type 91 WF Code Version Application Status Comments 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 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, Referenced Standard and Year (of Standard Standard) ASTM E1300 ASTM E1300 Year 2002 1998 htt //www.floridabuildin or r/ r a dtl.as x? aram=wGEVX wtD telulwHNbblSciO%2baW Lu... 4/21/2906, P� g• �P P PP P P Q q q 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 Method 1 Option A Date Submitted 07/25/2005 Date Validated 09/27/2005 Date Pending FBC Approval 08/14/2005 Date Approved 10/06/2005 Page' 2 of 5 1994 1994 1994 Summary of Products FL # Model, Number or Name Description 4904.1 Wood -edge Steel Side- 6'-8" Opaque I/S and O/S Single Door Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID_4904 I_Install 68 WE Glazed._pdf Impact Resistant: PTLD_4904_I_Install 6.8.._WE Opaque,pd Design Pressure: +/- PT_ID_4904 I_ Install_ 80.WEGlazed_.p_.df Other: Evaluated for use in locations adhering PTID 4904_I_Install .80_WE_Opague..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. http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWciLu... 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-FLO129-05 for additional information. 4904.3 ��]Hinged Wood -edge Steel Side- 6'-8" Opaque I/S and 0/S Door w/ or w, 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. 4904.4 Wood -edge Steel Side- ::]Hinged 8'-0" Opaque I/S Door w/ or w/o Sidelit. 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 I missile impact resistance is required, hurricane protective system is NOT required on opaque j panels, but is required on glazed panels. See installation drawing DWG-MA-FLO129-05 for additional information. 4904.5 Wood -edge Steel Side -8'-0" Opaque O/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=wGEVXQwtDgtelulwHNbblSci0%2baWgLu... 4/21/x.006 Florida Building Code Online I 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-FL0129-05 for . additional information. 4904.6 Wood -edge Steel Side- 6'-8" Glazed I/S and O/S Door w/ or w/i ��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 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 Wood -edge Steel Side- 8'-0" Glazed I/S Door w/ or w/o Sidelite 11 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-FL0131-05 for additional information. 4904.8Wood-edge Steel Side- 8'-0" Glazed O/S Door w/ or w/o Sidelitf Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: i Installation Instructions httQ://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWaLu... 4/21/2006 Florida Building Code Online Page 5 of 5 Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- i 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 j size. Max DP = + 45.0 / -40..0. When large I missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO131-05 for additional information. 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: �a http://www.floridabulIding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006 IT IS THE APPLICANT'S EXCLUSIVE RESPONSIBILITY TO VERIFY THAT SPECIFIC PRODUCTS HAVE BEEN INSTALLED IN ACCORDANCE WITH THEIR LIMITATIONS (FOR EXTERIOR: WINDOWS, DOORS, GARAGE DOORS, SKYLIGHTS AND SHUTTER SYSTEMS NEED TO MEET THE MINIMUM REQUIRED DESIGN PRESSURES FOR THE PROJECT). SPECIFIC COMPLIANCE WILL BE VERFIED DURING FIELD INSPECTIONS. RESERVED FOR FLORIDA APPROVAL # FLORIDA APPROVAL MIAMI / DADE TYPE MANUFACTURER MODEL # / SERIES PLANS EXAMINER (INCLUDE DECIMAL pdf FILE # N.O.A. USE IF APPLICABLE) (IF APPLICABLE IF APPLICABLE SWINGING /\/r00(,//0 4 77-0 9D Z : SLIDING ' OVERHEAD OTHER w _ ,..•. , " ,- s „ „, -; a ., �. fir,. � SINGLE HUNG EVA DOUBLE HUNG HORIZONTAL ROLLING CASEMENT FIXED AWNING PASS THRU SKYLIGHT OTHER L:\bd\library\forms\Product Approval Form.doc 1 2 of 3 CONTRACTOR or OWNER/CONTRACTOR SIGNATURE: DATE: THE FOLLOWING ALTERNATIVES ARE ACCEPTABLE IF THE PROPOSED PRODUCTS DO NOT HAVE VOLUNTARY STATE APPROVAL OR SEMINOLE COUNTY ACCEPTANCE: • Copy of product approval/testing information and copy of listing -or- report from a Product Certification Agency approved by the Florida Building Commission for each .different covered product. Approved product certification agencies are shown at www.floridabuilding.org (click on the product approval button, then click on the organization search tab). • Copy of product approval/testing information from a Florida Building Commission approved Product Evaluation Entity or Product Testing Laboratory and documentation showing the manufacturer has a Florida Building Commission approved Quality Assurance Agency on retainer. Submittals are required for each different covered product. Approved Product Evaluation Entities, Product Testing Laboratories and Quality Assurance Agencies are shown on the above referenced website (click on the product approval button, then click on the organization search tab). L:\bd\library\forms\Product Approval Form.doc 3 of 3 RESERVED FOR FLORIDA APPROVAL # FLORIDA APPROVAL SEMINOLE TYPE MANUFACTURER MODEL # / SERIES PLANS EXAMINER (INCLUDE DECIMAL) pdf FILE # N.O.A. USE IF APPLICABLE(IF APPLICABLE IF APPLICABLE .•® SHINGLES METAL TILE OTHER ROLL -UP PANELS PLYWOOD ❑ CHECK HERE IF THIS METHOD IS CHOSEN OTHER STRUCTURALCOMPONENTS SINGLE HUNG 7 77 HURRICANE (SPECIFY MANUFACTURERS) ANCHORS ENGINEERED LUMBER LINTELS INSULATION FORMS OTHER CONTRACTOR or OWNER/CONTRACTOR SIGNATURE: DATE: THE FOLLOWING ALTERNATIVES ARE ACCEPTABLE IF THE PROPOSED PRODUCTS DO NOT HAVE VOLUNTARY STATE APPROVAL OR SEMINOLE COUNTY ACCEPTANCE: • Copy of product approval/testing information and copy of listing -or- report from a Product Certification Agency approved by the Florida Building Commission for each .different covered product. Approved product certification agencies are shown at www.floridabuilding.org (click on the product approval button, then click on the organization search tab). • Copy of product approval/testing information from a Florida Building Commission approved Product Evaluation Entity or Product Testing Laboratory and documentation showing the manufacturer has a Florida Building Commission approved Quality Assurance Agency on retainer. Submittals are required for each different covered product. Approved Product Evaluation Entities, Product Testing Laboratories and Quality Assurance Agencies are shown on the above referenced website (click on the product approval button, then click on the organization search tab). L:\bd\library\forms\Product Approval Form.doc 3 of 3