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Home My WebLink About1016 Pine Ave 11-654 (remodel)e a JAN D 2011 CITY OF SANFORD BUIL ING & FIRE PREVENTION -~ =-.:I' PERMIT APPLICATION Application No: �5 ' Documented Construction Value: $ Job Address: ` Q Historic District: Yes 0 No Parcel ID: Zoning: Description of Work: of V////d A, �% ��> f��S 91-i ,01 f -5 727P. Plan Review Contact Person:r�jS/binSGN Title: 0w Phone: - / Fax: E-mail: z/0 Property Owner Information Name /Pelzii�s i�/rtr/�'f'� Phone: Street: �'" e Resident of property? City, State Zip: �J'A 'A_ 40 32 2 Contractor Information Name Phone: Street: Fax City, State Zip: State License No.: Architect/Engineer Information Name:. Street: City, St, Zip: Phone: Fax: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit 1Z /Z l/ Square,Footage: S Construction Type: G� 1( No. of Stories: No. of Dwelling Units: 014 P Flood Zone: Electrical M Plumbing ❑ New Service — No. of AMPS: New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: j g Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no. work or installation has commenced prior to the .issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing, information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE" BEFORE THE FIRST INSPECTION. 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 I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent _ Date Signature of Contractor/Agent Date Print caner/A!m's Name Print Contractor/Agent's Name State of Florida Date Signature of Notary -State of Florida Date `iggYPY.. NICHOL.A EmRLE Co ir, , t r, DD 713474 SGp�ember 10, 2011 %�,P rti° 5�no.J Thrti'f of a n i u0rzncJ B00.385•�019 Owner/Agent is Personally Known to Me or,,//'' ,, Contractor/Agent is Personally Known to Me or Produced ID ✓ Type of ID Rl Sa � d 754 M0 Produced ID Type of ID APPROVALS: ZONING: '10- l UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: Rev 11.08 FIRE: BUILDING: _7w/ ? i 4 J Card Rar e Prof er Card ; Trim Nrau SEM1Ft�YOLE'COLMhTY,,(LOEt70A '� , , } Parcel Info 25-19-30-5AG-1209-0040 Taxroll Year: 2011 `'`Ex F i ipt 11 Owner Info Property Address Name: ROBINSON TRAVIS G & Addr: 1016 PINE AVE Addr1: WRIGHT JAMES SR HEIRS City/Zip: SANFORD 32771 Addr2: 1016 PINE AVE Flags City: SANFORD State/Zip: FL 32771- ( Ag El DEMO ❑ Income Ind D Income Ltr D Codes Values DOR: 01 SINGLE FAMILY Nbad Factor: .97 TD: S1 SANFORD Adj Ag: Market Area: 01 RES CPI: 2.7 IND: Amd 10 Cap: 3 Hx Remo'Val: 00 NBHD Comm: Facility: Ownership: TC 50.00 Hx Granted: 2003 E8�I Number: Tax Bill: 269.97 Exemptions - -- Code Description 00 HOMESTEAD ADDITIONAL HOMESTEAD 01 MES i, Summary 2010 Re Appraised Re Appr % Addition Value Total Appraised Total Land Value 10,463: 10 463j j Extra Features 0,___._____._. i —10,4_61 Building Value._.___. _.. _ ... _.,� 164181 15,608; i 15,6081 Income Value Total Just Value 26,8811 26,071 -3.00 26,071 3.00 jCorrect Assd/Admin Value _ _ Classified Value ___ _ ._ . __-. _ ___ - __w_ _.�_ _ _._._.__ �_ __ * SOH Adjustment �`.._.___ .._ _ .__ _..... 0-_..___---. __.. Non HX Adjustment 0 0i I P&G Adjustment 1 0� 0; 0.-, _ ._._... _ _. ., e_- �_ Notal Assessed Value ? 26,881 _._._ __ 26,071; _... --- _.... _._ _ _. _ _� __ 3 00 (_ 01 ,� 26;071 _3.00 Taxable Values w_ Millage Code rvMillage Desc _ Assessment Value Exempt Values Taxable Values 0100 COUNTY GENERAL FUND 26,071 13,036 1 13,0351 I 0400 SCHL'SCHOOL � 26,071' 13,0361 13 035 i...- 1000CITY SANFORD 26 071 I._._. �13 036, 13,035 1200SJWM __- 26 071 13,0361 13,035 �� 9800 COUNTY BONDS _ 6,071; 13,036! 13,035 Parcel I Building I Legal/Notes/Status I Land I Sales I Extra Feature I Permits I Simon :1 Search Printed: 12/2/20.1.0 Page 1/1 OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted herein part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Rev. 9.14.2009 I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a i license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed Florida list his her license in and to or numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not, be built or substantially improved for sale or lease. If a, building or residence that I have built or substantially improved myself is sold or leased within in 1 year. after the construction is complete, the law will presume that I built or substantially improved it for lease, sale or which violates this exemption. i / I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 .� , j � p �� / Property Address: I, l ik(,& 1/I'1-5 /L(' 2 / A , 5 a4e' , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Owner -Builder Form of Identification (Must be Photo ID) ate A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that" requires licensure under the permit issued. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal' Revenue Service, the United States Small Business Administration, the Florida Department 'of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb./ for /more r information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my- name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. l I agree to notify the building department immediately of any additions, deletions, or, changes to any of the information that I have provided on this disclosure or in the permit application package. c � Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation / coverage. l �� / Property Address: I, l ik(,& 1/I'1-5 /L(' 2 / A , 5 a4e' , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Owner -Builder Form of Identification (Must be Photo ID) ate A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that" requires licensure under the permit issued. Rev. 9.14.2009 _ P�RMIT Mw -T-7rr� .:..>:,..z .,� fit, � � «..... •� ... •:;,,�,, OF BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts. Publications FBC f - �: < Product Approval USER: Public User Product Approval Menu > Product or Application Search > Apnlic.atiun List > Application History > Application Dr FL # FL4334-R4 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Email i"fdrnttrFii 1CAary Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 NOTICE OF PROW. T CERTIFICATION Company: Masonite international Corporation Certification No.: 1955 Powis Road Certification Date: Nest Chicago, 1L 60185 Expiration Date: Revision Date: Product: Metal -Edge Impact Rated Steel Door w/Hollow Metal Steel Frame Specifications Tested To: TAS 201/202/203-94/ASTM E330 N1006591-112 Page 2 06/14/2006 12/30/2010 12/18/2008 The "Notice of Product Certification" is only valid if the NAAII Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at Nww.Namicertification.com, NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Glazed or Maximum Design Pressure Missile Impact 'rest Report Number Drawing Number & X Single Outswin US _Opaque Opaque Size 3'0" x 6'8" Pos/Neg +801-80 Rated Yes Comments NM -21(1-1915.1.2.3 Anchor Detail-MA-FL0150-06 - _ X Sin le O/S Opaque 3'0" x 6'8" +80./-80 Yes NCTL-2u�1915-1.2.3 .Anchor Detail-MA-FL0150-06 1 National Accreditation & Management Institute, Inc./11870 Merchants Walk Suite 202/Newport News, VA 23606 Tet-757.594.8658/Fax-757.594.8659 NAMI AUTHORIZED SIGNATURE: s NAMI NOTICE OF PRODUCT EIDE 'ERTTIFICATION Certification No.: Date: Revision Date: Certification Program: Company: Code: N1006591 -R2 Page 1 06/14/2006 12/18/2008 Structural Masonite International M-703-1 The "Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This, certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The products and systerns listed below are approved for listing in the Directory of Certified Products at wruw.NAM1Cenitication.com. Please review, and advise NAMI immediately if data, as shown requires corrections. Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Product Line: Masonite Metal -Edge Impact Rated Steel Door with Hollow Metal Steel Frame Test Report: NCTL-210-1915-1,2,&3 Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: Jambs and head constructed from 4-5/8" 18 gauge steel. Head/Jaiub corners were mitered construction. 1.2 Door Slab(s) Construction: Slab constructed from 0.017" thick steel skins. Top and bottom rail constructed from wood. Stiles of continuous roll -formed steel employing a high impact styrene thermal barrier. Interior cavity filled with rigid polyurethane. Section 2: Additional Supportive Test or Acceptance Data Provided with Certification Documentation included': 2.1 Anchor Performance Calculation Report -Performed by Eric S. Nielsen, P.E (Florida P.E. No, 41323) 2.2 Surface Burning Characteristics for Foam Filled Door performed by Omega Point Laboratories to ASTM E84-98, "Standard Test Method For Surface Burning Characteristics of Building Materials". Report No. 1115977-104313. 'This mlormation is provided as a convenience for consumer., building departments and inspectors and is nut considered part of this certificatum Ste additional Pages of Certification for Certified Product Linc Matrix(s). National Accreditation &Management Institute, Inc. 11870 Merchants Walk Suite 202 -Newport Dews, VA 23606 TEL(757) 594.8658 FAX(757)594-8659 SIDE-hliNGED METAL -EDGE STEEL DOOR UNIT 6'-P." SINGLE 0PA00F enrop Al HOU.-OW MFTAI FRAME ADHE 4: ;14f E:i'!-1171A EV"S A_ FOR �-j-1,C. CTH�P 7T�: '4' kiAi CT THEit EL I. qi ILJII LJ LLI 1� I 9 tie li it 1 LU i 1F GA -L'I 1 IV, MFTA: FwA,,; EING E C -!VS16"%IS ,Tu,.: f 7' -7 1 C— DESC-N PRESStir-r - - ---------- kWVdn bDW It - I Cr D "U"'D _R 2x "u, -D 0. n; IP cq- 2 UI OF C4,.H -AIIE BACK F!' P� I'UP OF L A7-ACELJTMu! Bl C, -T Tr EX7�Rill-.P OF -A`.r CE LZ NUT PEWRED--� I I !, Gro. -.7 YP-L SIOD", '� '-16, —ME:TEr vrr S' CIA. CO';CRE L, SCRE:'� -NCHC�- F'A i[:D� Fie,AME-" DCUR FPAV1E- -TLji4 4-4 '--EXTCR!3. SrJE,-H:N.- 114* i'BAp AN',, -A > V; '42U rjl4 S'E;L 2x Sr0l Na *1010D STILE- IT -f:` ---'./ODD OR STEELSTUDS SECTILE CIPELH=N7 Pit02 STU, AIN/-: - "S.S CR 323), � 7 HIKE 1 MACHiNESI R�INc - D, 1 /2\', I cl > I T'.-) EF 4 --- -------- - - -------------- ------- Z HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOT 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. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTUE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: TFSi npC —DTI— r.ln In.i SELF IGNITION TEMP ASTM D1929 803 'F > 650 'F RATE OF BURNING I ASTM 0635 0.79 INMIN (C-1 SMOKE DENSITY I ASTM 02843 48.97. TENSILE STRENGTH* I ASTM D638 --7.37. DIFF iVC ILNILL WKILNUIK Ah ItK WtAIHLKING 4500 HOURS XENON ARC METHOD I • I • r SINNCLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELITE TABLE OF CONTENTS SHEET II DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS — 149" MAX. OVERALL FRAME WIDTH 2 � Lo 20.5" MAX 35.375" MAX. I O J p 00 _ — D.L.O. — PANEL WIDTH37.5" MAX. -I ¢ N W/ASTRAGAL FRAME WIDTH I I O W U z �Z 2 Q I Z oO o O J ai Q z � � U z a U � v C DOUBLE DOOR UNIT W/SIDELITES ANGLE DOOR UNIT WITH SINGLE DOOR UNIT W/SID IITFS Addradlm b NAVA CeA%atlonNo rV I�ns�30-12� Rw WwW Br_ — 1 Date —27 DOUBLE DOOR UNIT WISIDELITES tl L.l C]UmQ� wTe: 2/11/05 SCALE: N.T.S. owl; eT: sWS CHK. BY: OFVANC NC.:. - DWG-MA-FLO122 SHEET I OF 3 3 -1 I r 6 3 S'SGE DETAIL� 3 I I� 3 5 --i i- 3'. SEE DETAIL I I I �6' 6.. _I' 6"_I I I I I 6 O W Q — — G)—— a N T J Q J o e � e O B 0 I II II 6' 0 N LLI L < U a SEE DETAI VI ..D.. Q O W 0 0 f 3.. 3. 6" 5" SEE DETAIL °F" #8 x 2-7/2" #8 x 2-7/2" #10 x 2" #10 x 5/8" DETAIL "E"' ASTRAGAL #8 x 2-112" #10 x 3/4" ATTACH ASTRAGAL RETAINER BOLT #10 x 5/8" STRIKE PLATE TO FRAME #0.114" ANNEALED 10 x 3/4" AS SHOWN. #10 x 2" 0.090 SAFLEX MG — DETAIL ' C ' DETAIL "D" 0.114" ANNEALED — 10 EE OETAIL C" 6" CL co O N U 00 Z ctN O QC/ -) U w z00 0 Q Q � v ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH "�FOR THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT (OPTIONAL) .0114" TEMP. ALUMINUM OR BUTYL / SPACER •�;:�1'�v. /6 % 1-I/2' PHS Imo, RNO.: 1/05 0.962" I DOW eat •.:.1.�`'[' pow UA AddelduRbNAM . T.S. 1.75 1.047 OR EOUAI •�:wl� :;• OR EQUAL t.3i5' I Ce1ti§talBallo_ N ( o_SINS EXTERIOR TRI R RBYOWor, _ TYPICAL GLAZING DETAIL � Z/'�/�$ :INSWING THRESHO D OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLDIMPACT ,RATED GLASS LO122-COE .3 SEE DETAIL "C" SHT. 2 �I 16" 3 c 3 I I { I I 3i 0 ry o y w U a SEE DETAIL N "D" SHT. 2 J Q 0 7 O w w _ c II IF i I I'I I w SIGNED AND SEALED BY HAROLD E. RUPP, PE — (FLORIDA #15935) WITH THE LOWEST (LEAST) — V CL Ln Q O w � II it II II � { io 1 #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL l.sD" ATTACHMENT DETAIL KWIKSET MAXIMUM SECURITY SERIES GRADE 2 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 1 #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL l.sD" SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN 0.25" LOCATION. _ SM M 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4--9/16" MIN .JAMB 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. L_ HARDWARE SCHEDULE 1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. AdbAn ID NO CavalimNa N I riA 5�3o-5Z� RemwWBlr. Datelimod 17- /,o-Jna a- �o O00 N U Z � N cnO WU cr �z Q W W o0 z Q J O U) � U c c GATE: 2171105 SCALE: N.T.S. OWc. BY: SINS CNK. 9Y: DRAW1NC NO.: OWC-MA-FLO122- SHEET 3 OF 3 HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6'-8" 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. THIS PRODUCT DOES NOT PEOUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: SELF IGNITION TEMP ASTM D1929 803 -F > 650 'F RATE OF BURNING ASTM 0635 0.79 IN MIN C-7 SMOKE DENSITY ASTM D2843 48.9% TENSILE STRENGTH- ASM D638 -7.37. DIFF R/'.11vC ILN�ILL �tXLM itl AtILK WtAIHLh(1NG 4500 HOURS XENON ARC METHOD 7 149' MAX. OVERALL FRAME P40TH Q O `- 20.5" MAX 36.375' MAX. J p D.L.O. — PANEL WIDTH37.5" MAX. _ C QY CN W/ASTRAGAL I I^ FRAME WIDTH ZO I` woz U ® ® wLJ Z � H- t - W OD X C) W r,U J v t0 2 L j W Ny o m co WW rIF`"-__ Sr` r�• 1111 13 11 11 11 13 13 ® 11 u 5INCLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SIDEUTE WITH SIDELITE TABLE OF CONTENTS SHEET I DESCRIPTION 7 1TYPICAL ELEVATIONS & GENERAL NOTES 2 4ANCHOR LOCATIONS & DETAILS 3 1ANCHORING LOCATIONS & DETAILS DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT WISIDFIITFS Adbdu bMM CEdoldiN0.: N IAQo - Reviared8r _ Date Renewed—iz� � �-1 � $ 40U8LE DOOR UNIT 'W/SIDELITFS 2/11/05 N. T. S. e: SWS BY: 4G NO.: -MA-FL0720-i 1 OF 3 SEE DETAIL "C" SHT. 2 3 f w U SEE DETAIL "D" SHT, 2 J Q 0 w , t� AlIAUHMENT DETAIL KWIKSET MAXIMUM SECURITY SERIES GRADE 2 3.0 I II I I II I (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 >' s #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 1.50" . _ 1-9,4.. a - r SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR "^I" — I II �l II II B II I J W -w 8 e M I b MAX 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 AlIAUHMENT DETAIL KWIKSET MAXIMUM SECURITY SERIES GRADE 2 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 >' s #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 1.50" SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR "^I" 0.25" LOCATION. MAX 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM cL ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4-9/16" MIN JAMB 4. MINIMUM DESIGN VALUE STRENGTH, OF ANCHORS 171 LBS HARDWARF SC HFni 11 F a- � . N U Zco � N O LLj U It I LLil I. � 00 Z CD _1 Q n af Q � � U 1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. Adtrdrn IDNAN Ce1"MNa N 0-9-4- Kevam Wy, Dasa i z/ ,2;1ns DATE: 211 1105 SCALE: N. T. S. DWG. ElYSWS CHK, BY: DRAWING NO.: CWC-MA-FL0120- iHEET 3 OF 3 SEE DETAI 3" SEEDETAIL _ 6" "E" �" rl I I- 3 w U a SEE > ,.D„ J Q 7 0 w 0 EE DETAIL C" 6" CIL Ei - OU N ZC -) DON W U Z � � Q IL Z ck� tw— I"' � O � O r-) et� Q U ,.E.. — #8 x 2-1/2„ ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH #8 x 2-1/2" #70x 2" THE THRESHOLD & INTO THE DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH #70 x 5/8" FOR A 1.375" THROW /{8 x 2-7/2" /{10 x 3/4" ATTACH ASTRAGAL RETAINER BOLT #10 x 5/8" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL ❑ #10 x 3/4" AS SHOWN. 0.124" ANNA7EDO DECORATIVE INSERT 10 x 2 0.090" WILE(OPTIONAL) i;r AI C 0.124" ANN.0124" TEMP. DETAIL "D" - ALUMINUM OR B SPj6 K 1-1/2" PHS OOw Biz Dow UA1.75 � 1 .067" 32 Ad*dv to NAM OR EQUAOR EQUAL 1.375" CEI3fiDIINa: N I iS�5�3o-2� ' �--- FY Fess IDB Nekadk I I I TYPICAL GLAZING DETAIL INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD IMPACT RATED GLASS I DATE: 2111 /0 SCALE: N.T.S. ONG. BY: SIMS CHK. BY: DRAWING NO.: DWG-MA-FL012D SHEET 2 of 3