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1208 Myrtle Ave; 17-3273; DOOR REPLACEMEMTSA NOV2017 CITY OF SANFORD BUILDING & FIRE PREVENTION L• PERMIT APPLICATION Application No: Documented Construction Value: $ `I i, 3(3 Job Address: 12 D Q lVurtle.14ve,,, Sa.,74.d, EL Historic District: Yesjo No Parcel II):c-S-- g - 3 - _s A6 - ILIoL Residential 9 Commercial Type of Work: New Addition J pp Alteration ® Repair ® Demo Change of Use Move s . Description of Work: C :%' - a 1 Q p` Plan Review Contact Person: ©ov n R r_5 _ Title:_oc._f1&a_A Phone: L4c6`)Nk1 SGto_.,S-- .Fax: 1-1y')`4' )5 3a) o Email:_(3sa,y'3n Property Owner Information Name L C.0 e ;e t t vl cue t/c Phone: .407— g4-01-8 18-S Street: gS. in' .1 o-c d ^-`` :rave ' Resident of property? . NO Cit State Zi bt,c a t's: L " o P 6a _, 3 `1 2y, p.. T""Q' vr Contractor Information NamePhone: Street: — jI l ') E l1B City, State Zip: 0a Q-- .6 1 Fax: LIc7' i y 7 q 3a l C> State License .No.: CSC l 5(3(cM06 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: 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. 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. FBC 105.3 Shull be inscribed with the date of application and the code in effect as of that date:,5°1 Edition (2014) Florida Building Code Revised: nine 30, 2015 Permit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based ern the current ICC Valuation Table in effect at the tirne the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. e; Print Owier/Aeent's Name Alw Signature of No4uy-State i)t Florida Bate P17/ SHARON C. CLARKE-MAXIMIN rNOTARY PUBLIC STATE OF FLORIDA Comm# GG068895 Owner/A,Expll /lta924nown to Me or Produced ID .(a.._ Type of ID- Prii ontractor,''Agent's Name State of Florida ANNETTE BLAND Notary Public - State of Florida Commission # GG 060623 My Comm. Expires Jan 16, 2018 Contractor/Agent is ____ Personally Known to Me or Produced ID ___ ............... Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Bu:ildiiig Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: .Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONIN 4t-jLZ"n UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: ,time 3o. 2015 Permit Application SCPA Parcel View: 25-19-30-5AG-1406-0030 Page 1 of 2 Property Record Card Dpavi(dyJo lmson,CIA H R'R Parcel: 25-19-30-5AG-1406-0030 Owner: VILLANUEYA LISSETTE rkltwCM-Gi k1YV i`lCN411A Property Address: 1208 MYRTLE AVE SANFORD, FL 32771 Parcel Information Parcel 25-19-30 5AG-1406 0030 Owner VILLANUEYA LISSETTE Property Address 1208 MYRTLE AVE SANFORD, FL 32771 Mailing 852 PINE SHADOW DR APOPKA, FL 32712 Subdivision Name SANFORD TOWN OF Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1t Depreciated Bldg Value $69 305 $65 425 Depreciated EXFT Value Land Value (Market) $21,760 1 $21,760 Land Value Ag Just/Market Value $91,065 p $87 185 Portability Ad/ Save Our Homes Adj $0 } $0 Amendment 1 Adj $0 $o P&G Adj 1 $0 $0 Assessed Value $91,065 $87,185 Tax Amount without SOH: $1,660.14 2017 Tax Bill Amount $1,660.14 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments I _ _._._ Legal Description _ .__ ..____ -.. _. _ .. _ __ . .._ __._ _ . _ ____ LOT 3 BLK 14 TR 6 TOWN OF SANFORD PB1PIG 60 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $91,065 1 $0 ` $91,065 a ......___ _. _ _.. _. _. Schools l $91,065 $0 $91,065 City Sanford $91,065 1 $0 $91,065 SJWM( Saint Johns Water Management) $91,065 $0 $91 065 County Bonds __.... ___ _ _$91,065 _._ _ _______ $0 I$91,065 Sales Description Date Book Page Amount Qualified _ Vac/Imp SPECIAL WARRANTY DEED 5/1/2016 108696 0888 E $69,500 No Improved CERTIFICATE OF TITLE 4/1/2015 1 08450 0298 $100 No Improved 3/ m ® . = WARRANTY DEED 3116/2007 1 06632 1 0458 aj $213,000 Yes Improved Find Comparable Sales Land C Method FrontageDepth Units Units Price Land Value FRONT FOOT & DEPTH 64.00 117.00 [ $340.00 ; $21,760 Building Information___ t 1 Description Year Built FixtureBeBath Base Area Total SF Living SEdI' V Actual/Effective AI ValueAppendageses 1 SINGLE 1931/197021 2 0 [ 596 1,332 . 1,220 I SIDING $69,305 $94,938 Description Area FAMILY 9 ( ( GRADE 3 42. 00 http:// parceldetail.scpafl. org/ParcelDetailInfo. aspx?PID=2519305AGI4060030 11/7/2017 it-7 l CERTIFICATE OF APPROPRIATENESS HISTORIC PRESERVATION BOARD CITY OF SANFORD 300 S. Park Avenue Sanford, Florida 32771 407.688.5145 • www.sanfordfl.gov/HP THIS DOCUMENT MUST BE POSTED AT ALL TIMES UNTIL PROJECT IS COMPLETED. ISSUED TO: DATE ISSUED: Lissette Villanueva December 12, 2017 for DATE EXPIRES: 1208 Myrtle Avenue June 12, 2018 Sanford, FL 32771 BP#18- Approved to install all wood door on south elevation, design shown in Figure 1. Door to be painted blue to match existing paint color. Christine Dalton, AICP Historic Preservation Officer/Community Planner Please be advised it is the owner and/or agent's responsibility to notify staff of any potential changes from the approved COA that arise and obtain approval prior to commencing the changes. This Certificate of Appropriateness does not constitute final development approval. The applicant is responsible for obtaining all necessary permits and approvals from applicable departments before initiating development. IS A BUILDING PERMIT REQUIRED FOR THE ACTIVITY LISTED ABOVE? YES NO Building Department Representative P,-18i1%77!N APPLICATION # FOR A CERTIFICATE OF APPROPRIATENESS Answer all the questions on this form and submit all required attachments. Incomplete applications will not be reviewed. If you have questions about application requirements contact the Historic Preservation Officer at 407.688.6145 to ensure your application is complete. General Information Downtown Commercial Historic District Residential Historic District Is this a retroactive request? Yes No Is this application filed in response to a Notice of Violation from the Code Enforcement Department? Yes No Proposed improvements will affect the following elevations: North South East West Property Address: 1208 Myrtle Ave., Sanford, FL Property Owner Information Print Name: Lissette E. Villanueva Mailing Address: 852 Pine Shadow Drive, Apopka, FL 32712 Phone:407-949-8183 Email:lilyvil@msn.com Applicant/Agent Information Print Name: Mailing Address: Phone: Email: Signature: BY SIGNING BELOW YOU ACKNOWLEDGE THAT A BUILDING PERMIT MAY BE REQUIRED FOR THE SCOPE OF WORK LISTED BELOW. YOU MUST CONTACT THE BUILDING DEPARTMENT TO DETERMINE IF A BUILDING PERMIT IS REQUIRED. FAILURE TO OBTAIN A BUILDING PERMIT WILL RESULT IN A STOP WORK ORDER, DOUBLE PERMIT FEES, AND POTENTIAL FINES. BY SIGNING BELOW, YOU ALSO ACKNOWLEDGE THAT THE INFORMATION CONTAINED IN THIS APPLICATION IS TRUE AND ACCURATE TO THE BEST OF YOUR KNOWLEDGE. Signature: r Date: /Z- Would you like to receive emails regarding Historic Preservation and Community Planning within your community? Description of proposed work Completely describe the entire scope of work, including changes in material and color, and methods that will be used to accomplish the proposed work. For large projects an itemized list is required. Use the reverse side if necessary. Replace metal kitchen door on North side of the house with a Masonite fir wood 9-lite door from Lowe's. Door will be painted blue as it is currently. This is the same as one of the models you sent me last Thursday. HISTORIC PRESERVATION BOARD - 300 S. Park Avenue - Sanford, Florida 32771-407.688.5145 - www.sanfordfl.gov/HP APPLICATION # FOR A CERTIFICATE OF APPOPRIATENESS Supplemental Information - Please use the space below to provide additional details regarding proposed work. Description of proposed work (continued from previous page): ONLY WORK SPECIFICALLY INDICATED ABOVE IS PERMITTED. ANY CHANGES TO THE BUILDING NOT LISTED ABOVE ARE NOT PERMITTED AND REQUIRE AN ADDITIONAL CERTIFICATE OF APPROPRIATENESS. Site Details Please use the space below to illustrate site details. rce Nizricrs;: Ulm O e G•id-.7 K: fw''i;'.:=r=. tld 1V!ikW5 p•i: c'Yi.l'IIY.i .. lt J.i'i. '1/14''IFl.Yl91 `. LL"rCq er.. LL!.'j sEi 71 unrl N' 42, I i OLar':-t& 1is:t 1?se:l1:'snr „- t.!7 BJ Jr,' ia. Via+.. I" t v^:,- feY: I=:vsr•;,.-3„•u:•ir.7vn.c;7.r,.,,J }r:::-u ti:reu.rz;:;a. HISTORIC PRESERVATION BOARD • 300 S. Park Avenue • Sanford, Florida 32771 •407.688.5145 • www.sanfordfl.gov/HP REQUIRED INSPECTION SEQUENCE iRlp#. v'Z- -%2.7 -C MllIIi M RC I[ns ectllon 1 De clCll tIl®n. Footer / Setback Stemwall Foundation / Form Board. Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell 2,0 Sheathing— Walls Sheathing— Roof Roof Dry In jo Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building 2 Final Door Final Window Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building. (Other) Address_ i9.^k AA4P--n s lEd 'V-R AIP'i II81 ll 91C _ Mlln I Max I inspection Description Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final j j.@,7.1 Min y:W 4,R.i ii•<' }4'R'dl`W ,, 'isn. 3 i+,. r t i.* a3 Max Inspection Descn iption Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final l'JLIGLiWY'L'1 LV.0.:PoV PIGIL6IVLLLL}@r'f lx' n MIln Max I[ns ection )(Descr! tllon Mechanical Rough Mechanical. Final, Inspection IfDescri onMinma Gas Underground Gas Rough Gas Final R EVIFS EIID: June 20'14 r q Revision Response to Comments G. IAC-.;' DEC Permit # f 9'-- 2, J 5 Submittal Date Project Address: ) 2-(D 1''i ij T fle Av,-- Contact: Ph: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building SF u- (-1-17 Y°Sk4ORD Application Number: 17-3273 Project Description: Residential Alteration Job Address: 1208 Myrtle Ave Building & Fire Prevention Division PLAN REVIEW COMMENTS Date: 11-30-2017 Contact Name: Donovan Davis Contact Email: Donovan.davis67(&gmail.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. The plans need to include a structural framing detail for the opening where the existing window will be removed and a door installed. FBC 107 2. For the door that will be installed, the plans need to include the design requirements for the door. Please reference the Historic Window & Door Replacement Guidelines. All of the information on the guidelines must be included on the signed & sealed plans. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 1- r a ti City of Sanford Historic Submittal Guidelines F gib. D Window & Door Replacement The following information is meant as a general guideline to assist with meeting Florida Building Code and Historic Preservation requirements when replacing or altering windows or doors on a home or business located in the Sanford Historic District. GENERAL RULES FOR HISTORIC PRESERVATION COMPLIANCE A Certificate of Appropriateness must be applied for prior to obtaining a Building Permit FLORIDA BUILDING CODE COMPLIANCE If Florida Product Approval cannot be obtained due to the proposed window or door being custom made or refurbished, the following alternative method is required: A product -evaluation report or certification based upon testing or comparative or rational analysis, or a combination thereof, developed and signed and sealed by a Florida professional engineer or Florida registered architect, which indicates that the product complies with the code. 553.8425(1)(d) Florida Statute The following information must be included on the submittal from the engineer or architect: Detailed and dimensioned drawing of the window or door Installation requirements for the window or door (type and size of fasteners, spacing of fasteners) Substrate of existing structure where window or door will be installed Maximum design pressure (positive & negative) of the window or door Signed and sealed The following statement must also be provided by the engineer or architect: The (window/door) has been designed to meet ultimate wind speed of 139mph and complies with current Florida Building Code requirements." Revised: September 2016 David W. White Home Repairs 614 Sarita St. Sanford, Ff. 32773 Lic#0025188 o6 7f7 1o. Lissette Villanueva 1208 Myrtle Ave. Sanford, Fl. Estimate # 0000046 Estimate Date 08/04/2017 Item Description Unit Price Quantity Amount Service North side- Replace steel door with wood period correct 475.00 1.00 475.00 door & replace mismatched siding with original style. Service Paint entire north side replace steps 390.00 1,00 390.00 Service East side Replace damaged siding with original materials & 300.00 1.00 300.00 repaint front of house Service South side Scrape & Paint replace siding that doesn't 850.00 1.00 850.00 match with original style make repairs as needed Service west side Window casings replaced ,make repairs as 475.00 1.00 475.00 needed, paint entire side NOTES: this estimate includes all materials & Labor. Subtotal 2,490.00 Total 2,490.00 Amount Paid 0.00 Estimate 2, 490.00 13 v a- C esSCyr RECORD COPY T City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 17 3 2 7 3 Project Location Address 2-09 HISTORIC PERMIT All work must be done in strict accordance With the Approved Certificate of Appropriateness Building does not approve any work outside this scope Permit Api C i caiteyresponsible for compliance As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a -building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Produ Approval can be obtained at www.floridabuilding.org. A), -DING The following information must be available on the jobsite for inspections: SANFORD 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each prod bkAR' Category/ Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding} Sectional Roll Up Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 Florida Building Code Online Page 1 of 3 BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications ( FBC Staff I BCIS Site Map Links I Search a Product Approval Flolld yyam USER: Public User LA^S'ivy Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17798-RO Application Type New Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 4 Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 800) 663-3667 HISTORIC PERMIT sschreiber@masonite omAifwork must be done in strict accordance with the Approved Certificate of Appropriateness Authorized Signature Steve Schreiber isschreiber@masogj jl Ag does not approve any work outside this scope Permit Applicant is soley responsible for compliance Technical Representative Address/Phone/Email J LDINGQualityAssuranceRepresentative Address/Phone/Email D SANF R Category Exterior Doors 2 Subcategory Swinging Exterior Door Assemblies OFPA Compliance Method Certification Mark or Listing Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised National Accreditation & Management Institute National Accreditation & Management Institute Standard Year TAS 202 1994 Method 1 Option A 06/12/2015 06/15/2015 06/21/2015 11/22/2017 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23 mL8... 12/ 14/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL # Model, Number or Name Description 17798.1 Fir Wood Side -Hinged Door Unit 6'-8" Single or Double Opaque Inswing Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17798 RO C CAC NI006721.02.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +50.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL17798 RO II FLO155.1)df Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the pressures listed. When large FL17798 RO AE 502B.pdf missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system is required. See DWG-MA-FLO155-06 for additional details. 17798.2 Fir Wood Side Hinged Door Unit 6'-8" Single or Double Opaque Outswing Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate FL17798 RO C CAC NI006721.02.0 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL17798 RO II FLO155.1)df Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the pressures listed. When large FL17798 RO AE 502B.odf missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system is required. See DWG-MA-FLO155-06 for additional details. j17798.3 Fir Wood Side -Hinged Door Unit 6'-8" Single or Double Glazed Inswing Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17798 RO C CAC NI006721.01.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +47.5/-47.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL17798 RO II FL0156.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the pressures listed. When large FL17798 RO AE 502B.Ddf missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system is required. See DWG-MA-FLO156-06 for additional details. 17798.4 Fir Wood Side -Hinged Door Unit 6'-8" Single or Double Glazed Outswing Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17798 RO C CAC NI006721.01.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +47.5/-47.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL17798 RO II FLO156.1)df Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the pressures listed. When large FL17798 RO AE 502B.Ddf missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system is required. See DWG-MA-FLO156-06 for additional details. Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8... 12/ 14/2017 TABLE OF CONTENTS SHEET jJ DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS &DETAILS 3 ANCHORING LOCATIONS &DETAILS 101.5' MAX. OVERALL FRAME WIDTH O O 6.75 MAX 36.375" MAX. U PANELSIDE -HINGED GLAZED FIR WOOD DOOR UNIT D.L.O. WIDTH 13.5" MAX. CCp 61-8" DOUBLE DOOR WITH / WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH J Q VO GENERAL NOTES TDL MAX 2w OQ 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO D.L.O. Z [L () THE FLORIDA BUILDING CODE AND WHERE PRESSURE 6.75" X 12" REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM W U') U DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, U7) DOES NOT EXCEED THE DESIGN PRESSURES LISTED. O Qj 2. IF LARGE MISSILE IMPACT RESISTANCE IS REQUIRED. °p HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. ONE LITE DOORS & SIDELITES GLAZED WITH 1/2- INSULATED GLASS. _ TDL SIDELITES GLAZED WITH 7/32- TEMPERED. o L I R 8 O m WW W N U g O O DOUBLE DOOR UNIT W/SIDELITES a a Addendum to NAM 3: m CertkaIJmNo:. Reviewed 61'• Date ReA z i w a d w z O g x 1>n U W Q w N p N SINGLE DOOR UN R DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELITE a z J DATE: 9122106 WI` </ SCALE: N.T.S. DWG. Br: SWS CHK. BY: KURT BALTHAZOR DRAWING NO.: FLORIDA P.E. DWG-MA-FL0156-06 56533 sNEEr 1 or 3 DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 159. OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING X 37.5 47.5 -47.5 47.5 -47.5 19.0 -19.0 30.0 -30.0 XX 74 47.5 -47.5 47.5 -47.5 19.0 -19.0 30.0 -30.0 OX or XO 51 47.5 -47.5 47.5 -47.5 19.0 30.0 -30.0 OXO 64.5 47.5 -47.5 47.5 -47.5 19.0 -t9.0 30.0 -30.0 OXXO 101.5 47.5 -47.5 47.5 -47.5 19.0 -19.0 30.0 -30.0 6" SEE DETAIL E" I 3, 3" SEE DETAI C" 3" 8 x 2-1/2" # 10 x 2" 10 x 3/4" 8 x 2-1/2" #10 x 1" Q # 10 x 3/4" 10 x 1" 10 x 2" DETAIL "C" DETAIL "D" I O.e62"j_ 37 T T INSWING THRESHOLD OUTSWING THRESHOLD 0wU a SEE 1n "D" JQ 0w w O a I_ N a in G 6" IEE DETAIL C. 6" 8 x 2-1/2" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH ATTACH ASTRAGAL RETAINER BOLT Qi FOR A 1.375" THROW STRIKE PLATE TO FRAME Y DETAIL "F" ASTRAGAL AS SHOWN. r SILICONE IG (1/6" TEMP.) OR 7/32' TEMP. 1/2" BITE INTERIOR SIDE mevftw Adden 0L), AMI cena atinnb.:. Nxoo ffifi f18Y1f18Y1 2 o 1' % 16go. PIN NAIL I TYPICAL GLAZING DETAIL N.T.S. BY. sws Ery: NG NO.: MA-FL0156-06 2 or 3 SEE DETAIL C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE FLORIDA #62514) 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 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 3^ J L- 6" 3- I 1 rl- 6" 1 L- i- m c LLI a SEE DETAIL w "D" SHT. 2 111Q. 0w t'st i 1.25" o ', s. MIN 0.25" MAXSHIM CL —I I— lY'. TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 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 TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. HARDWARF SCHEDULE AddeW=toNAM C& atim No.:. NX00 Reviewed By De Real 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1. MINN MA^ SHIM CL —) If .r, TYPICAL WOOD BUCK ANCHOR INSTALLATION 1"X %2" CORRUGATED #10X2" WOOD SCREW 3" ROM EACH END 6" FROM EACH END AND 7" OC AND 12" OC 1 ACRYLICLATEXCAULK ALATE> 1 CAULK CL 1 COMBINATION COMBINATION MULLION (BOXED) MULLION (BOXED) 2WOOD SCREWS" EACH END u) CL co 0 0 J 0OO J F= z v u 0 Z CL Ln U O V) Lij SCALE: N.T.S. DWG. BY: SINS COMPOSITE `HK. BY: MULLION (INTEGRAL) DRAWING NO.: DWG-MA-FL0156-06 SHEET -L OF 3 f 1