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Home My WebLink About153 Walnut Crest Run - BR17-000239 - Door Replacement (2)I IM, E JAN 2 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 1 4ApplicationNo: i - C1 Documented Construction Value: S Job Address: I'MParcelID: Historic Dis td t: Yes El No V Residt CommercialEl type of Work: New 11 Addition 11 Alteration 11 RepairEl Demo 11 Change of Use 11 Move Description of or Plan Review Contact Person: fat e: Phone: ZZP2- Fax: Email: _J,?675 Property Owner Information Information Name Phone: Street: _'25 Fax: City, State Zip: ---- State License No.: Arch itectlEng ineer Information Name: Phone: Street: Fax: City St, Zip: E-mail: Bonding Company: Mort'gage, Lender: Address: Address: WARININGTO OWNER: YOUR FAILURE TO RECORD A No,rICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ONTHE JOB SITE BEFORETHE: FIRST INSPECTION. IF YOU INTEND'ro OBTAIN FINANCING, CONSULTWITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING VOUR No'r10E OF COMMENCEMENT. Application is hereby made to obtain a pernnt 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. F8C 105. 3 Shall be inscribed with the date of application avid the code in effect as of that date. 511 Edition (2014) Florida Building Code Revised: June 30,2015 Permit Applicatim U NO IC In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be hound in the public records of this county, and there may be additional permits required from other governmental entities such as Nvater management districts, state agencies. or federal agencies. Acceptance of permit is verification that I will notify the owner ofthe property ofthe requirements ofl,'Jorida Lien Law, FS 711 The City of'Sanf6rd requires payment cat a plan review lee at the tirric ol'permit submittal, A copy ofthe executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of thejob at the time ol'submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time 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 tees 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. Signature rd`Owner/Agent 116rd 0vner/Agem's Name Sign ature of Notar -State of Florida Date Signature ol'Contractor/Agent Date Print ( Amactor/Ar4ent's Name A# NEM st"D neloy Pvlake - $we of FWW Com" Son # go OM3 MY coatffl. Expkes 4" vs, 2016 Owner/ Agent is w Personally Known to Me or Conir Me or Produced ID I— Type of ID Produced ID .... 111-1-1- 'FypcofII) 4-1L---. BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical[] Mechanical [] Plumbing[] Gas[] RoofE] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: in® Occupancy Load: # of Stories: New Construction: Electric - # ol'Amps Plumbing - # of Fixtures___.__ Fire Sprinkler Permit: Yes o No of 1-leads Fire Alarm Permit: YesE] NoEj ai APPROVALS: ZONING: UT111TIES: WAs'rE WATER: ENGINEERING: f` IRE: BUIWING: OMMENTS: Revi,,',, e& June 30, 2015 Pci-mit Application SC PA Parcel View 22-19-30-502-0000-1100 I litqT:,ftparceldetail, scpaf or1/ParceIDetaiIIno.aspOPID-2?1930 02... r r Car r Parcel: 22-19-30- 502-0000-1100 AMUR Owner: GREENBERG MARSHA Property Address: 153 WALNUT CREST RUN SANFORD, FL 32771 Parcel Information Value Summary Parcel 22-19-30-502-0000-1100 2017 Working 2016 Certified Values Values OwnerGREENBERGMARSHAValuation Method Cost/Market Cost/Market Property Address 153 WALNUT CREST RUN SANFORD, FL 32771 Number of Buildings 1 1 Mailing 153 WALNUT CREST RUN SANFORD, FL 32771- Depreciated Bldg Value $123,098 $117,740 Subdivision Name PRESERVE AT LAKE MONROE Depreciated EXFT Value Tax District S3-SANFORD-WATERFRONT REDVDST Land Value (Market) $34,000 $34,000 DOR Use Code 01-SINGLE FAMILY Land Value Ag Exemptions Just/Market,Value * $157,098 $151,740 w..,. O00 Portability AdJ 4 4- Save Our Homes Ad1 $0 $45,204 00 60 Amendment 1 Art $0 m P& G Adj $0 $0 t00 „. e:3$ 6 00 Assessed Value $157,098 $106,536 10 Tax Amount without SOH. $2,2283 00 d? ., 201f3 Tux Bilt _unt $1,322.00 S Zt Tax Estimator a Save Our Homes Savings: $90600 54S1 Does NOT INCLUDE Non Ad Valorem Assessments Senninole County GIS k Legal Description LOT 110 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 Taxes Taxing Authority Assessment Valus Exempt Values Taxable Value County General Fund 157,098 $C $157,098 Schools 157, 098 $0 $157,098 City Sanford 157,098 $0 $157,098 SJWR Saint Johns Water Management) 157,096 $0 $157,098 County Bonds 157,098 $0 $157,098 ales Description Date Book Page Amount Qualified Vac/Intp WARRANTY DEED 9/1120/6 08797 0885 195,000 Yes Improved WARRANT"Y DEED 81112012 Q7847 1465 110,000 Yes Improved WARRANTY DEED 12/1/2004 05553 1,559 179,900 Yes Improved Find Comparable Salts ' Land Method Frontage Depth Units Units Price Land Value LOT 1 34,000 00 $34,000 Building Information Is Bed/ Bath count incorrect? Click Here, Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wail Act Value Repl Value Appendages Actual/Effective1SINGLE 2004 6 3 2Q 1,684 2,120 1,684 CB/STUCCO $123,098 $129,237 Description Area FAM ILY FINISHI oft 1/21/2017 2:44 PNI 4073331117 >> 407 696 7356 P 1/1 Fage6ofll 110. HUlZb4-,ZfbbtJi me Iy7rHon i iiiii o i , We: This "Agreement" consists of this page, the fc Supplementifapplicable, and any drawings or Change Or between the Customer identified on the Invoice and T1 Agreement shall be performed by a licensed and insured It Perform architectural or engineering services, nor does it m ge 1304 and its Authorized Service Provider, will perform in%tq EAYMft2L§ ShEdft: Payment is required immediately as follov Payment- $-- J2aL&J— SatesTax: TOt2i Amount at Sale: Any interest payments or other finance charges will be determine Horne Depot is NOT a party, and will be in addition to Customer's conditions of the cardholder or loan agreement, as applicable, Nc however, Authorized Service Provider may collect Customer's pa} Antl! i ai d Caetivu t tr7 t ll tic,t Schedule Delivery Date: TRr) I of this Agreement at the time Customer signs the Agreet information may need to be provided later and as such signed, flectroni The parties to the Agreement al Acireernentareint• Orson name sale device, CANCELLATION: CUSTOMER MAY CANC11 OBLIGATION BY DELIVERING WRITTEN NOT(,,,, THIRD BUSINESS DAY AFTER SIGNING T?lATTACHED HERETO CONTAINS A FORM TO' LAW IN CUSTOMER'S STATE, Under such circurn business clays after The HOrne Depot's receipt of customer Accepted by: X J Alitharized Servico Provider's Full guoriess(Trade Name, Address and Lcon5e No. or No(s)., as applicable,, License No(s) kithorized SuVre Provider's Tel. No, Home Depot US A. 11w_ 2455 Pace$ Ferry On= max b n ttti ving General Terms and Conditions, the Invoice, the State s expressly made a part of this Agreement, The Agreement is Home Depot, Any installation services provided under this party Authorized Service Provider, The Home Depot does not structural changes to dwellings of other structures, The Home on services in accordance with applicable law. Que in full immediately. It alpplfcable t Includesalllicabledisctun $ rebat S, a JWC I by Customer's separate cardholder or loan agreement, to which The ayrrient under this Agreement. Customer is subject to the terms and funds should be made payable to Authorized Service Provider, nent( s) made payable to The Home Depot, Home Depot to order and arrange for the delivery of all goods agrees and understands that this Agreement is the entire regard to said goods and services and supersedes all prior tosaidgoodsandSeMise& This Agreement can not be r and The Home Depot, Customer acknowledges and agrees I terms of and is entitled to and has received a complete copy prat. installation Professional's license number and permitting isinformationmaybeomittedatthetimethisAgreementisee that the digital signatures of the Parties included ill this ve the same force and effect as the use of manual signatures, on The Home Depot contract number identified on the point of 01/ 20/2017 Date X 4- 6 ciat,s/A.Ihor-ed S.t-.oaT7,vdeCFFull —Signature Associate, Please rinrit your salesperson's license number, if applicable, N, W . Bldg B.3, Allinta, oeorgia 30339 IM111 REQUIRED INSPECTIONTI SEQUENCE go am Electric Under ro d Footer 1 Slab Steel Bond Electric Rough T,UT & Pre -Power Final Electric Final r- M>">> Zfr naps- //www.tioriciabwldin,-.org/pr/pr--#pp_dtl.aspx?pai-am==NNGE, - IMF,, k HEM SCIS Home Log In User Regetratisin He' , Topics submit Surcharge Statss A Facts PUMCotirins FBC Staff i PCIS Site Map Links Search Bu, si n e Product Approval3S10n- USER: Public UserProfesIil, 1%, AsiOUPR_kidt > Apprication Detail 7c" i FL # FL12509-R3 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPP shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer JELD-WEN AddressIrshone/ Ernail 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbcl@jeld- wen.com Authorized Signature. Kaede McLaughlin rbcl, @jeld-we.n.com Technical Representative JELD--WEN Corporate Customer Service Address/ Phone./Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 800) 535-3936 customerserviceagents@jeld- wen,com Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Swinging Exterior, Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard )eqar ASTM E330 2002 ASTM E331 2000 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method I Option A I of 3 7/2/2015 3.36 PM Horida, Buildiinggy Code OWine https://www.floridabuilding.org/pr/pr__app_dti aspx?param=wGE. ., Date Submitted 01/13/2015 Date Validated 01/14/201.5 Date Pending FBC Approval Date Approved 01/21/2015 RMZMMMMX FL # Model, Number or Name Description 12509.1 Finish ield/Gladiator 112'-5" x 6'-10", Glazed Steel Wood Edge Inswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2020 Design Pressure: +45/-45 Installation instructions Other: Verified By: Hermes F. Norero, PE FL PE 73778 Created by Independent Third Party: Yes Evaluation Reports Fa1S09 P AE PE.P, :3L Created by Independent Third Party: Yes 12509.2 Finishield/Gladiator 12'-5" x 6'-10", Glazed Steel Wood Edge Inswing Door with Sidelites Limits of Use i Certification Agency Certificate i Approved for use in HVHZ. Yes q9KI-94—KOCz FApprovedforuseoutsideHVHZ: Yes Impact Resistant:* No Quality Assurance Contract Expiration Date 10/31/2020 Design Pressure, +55/-55 Installation Instructions Other: Verified By: Hermes F. Norero, PE FL PE#73778 Created by Independent 'tbird Party: Yes Evaluation Reports FL I '5Q2 iK3 Created by Independent Third Party: Yes 112509.3 Finishield/Gladiator 7 i 12'-5" x 6'- 10", Glazed Steel Wood Edge Outswing Door 1 with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F—L125 09 CAC NL0_09fj6I-R4 NDPC-pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. No 10131/2020 Design Pressure: +45/-45 Installation Instructions Other. FL12u FZ._ f Verified By: Hermes F. Norero, PE FL PE #73778 Created by Independent Third Party: Yes Evaluation Reports I Created by Independent Third Party: Yes 12509A i Finishield/Gladiator 12'-S" x 6-10", Glazed Steel Wood Edge Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ. Yes FLI25.!)9 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2020 Design Pressure: +55/-55 Installation Instructions Other. qf Verified By: Hermes F. Norero, PE FL PE #73778 Created by Independent Third Party: Yes j Evaluation Reports Created by Independent Third Party: Yes The State of Flonda is an A=esaUiaL$1atz= UnderMorca taw, email addresses are public records. 7 you do not want your e-mioaddress mooted in response to a public -records request, do not send etectront mad to this entity. Instead, contact the office by phone or by traditonal mail ff you have any questions, inside contact 850.497.1395. *Pursuant to Section 455275(1), FiDnda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emani address ffthey have one. The emads provided may be used for of chii communication with the licensee. However email addresses are pubic record, if you do not wish to supply a persona! 2 of 3 7/2/2015 3:36 PM Company: Jeld-Wen Exterior Doors Certification No.: N1009861-R4 Page 3 3737 Lakeport Boulevard Certification Date: 04/14/2009 Klamath Falls, OR 97601 Expiration Date: 10/31/2020 Revision Date: 01/14/2015 Product: Series "Gladiator/Finishicid" Glazed Wood Edge Steel Doors w/ or w/o Side-Lites w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E283-04/E330-02/E331-00 The "Notice of Product Certification" is only valid if the NAMI 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 withinNAMI's Certified Product Listin atw-w-w.Namicertirication.com. NAMI's Certification Pro ramis accredited he American National Standards asL'sitin a""vw,"' Configuration Inswing Glazed Design Missile Test Report dumber or or Maximum Pressure Impact Drawing Number & Outswin Opaque Size Pos/Neg Rated Comments C eXI/S or Glazed 2" x 6'10" 45/45 No3 NCTL,-210-3558-1 /2 10-3558- 1 A Single 01's Max Panel Size 3'0" x 67"Daylight Opening 1'9" a 5'3'- w/o Surface Bolts Installation Details JW1220080-14PUW1920080-14) X 11"ISS or -58-1/210-3558-1A orGlazed312" x 6'107' -5511-55 No NCTL-210-35 Single O/S Max Panel Size 3V' x 67'Day light Opening V9- x 5'3" w! Surface Bolts Installation Details fWl22008(1-14)JWl92008(l-l4) 0X/ X0 ---TS or I Glazed 6'3' x 6'1 011 -4-45/45 No NCTL-210-3558-1/210-3558-!A — Max Panel Size: 30 '" x 6'7"Daylight Opening: 1-9- x 5'3" Single w"Sidelite 0/s W/u Surface Bolts Installation Details JW122008(1-14)/AVl92008(l-l4) 0X/X0 VS or Glazed 6 '3 x 6'10" +551-55 No NCTL-210-3558-1/210-3558-IA Single w/ Sidelite 01/s Max Panel Size: 3'0" x 67"Davlight Opening 1 '9- x 5'3" w/Surface Bolts 4-- Installation Details M1122008(9-14)/1Wl92008(1-14) XX I/ S or Glazed 6'2" x 61 101' i -1-45/45 No -210-3558-1/210-3558-IA Double O/ S Max Panel Size 3'0" a 6'7"Davlight Opening: 1'9'- x 5'3„ Wo Surface Bolts Installation XX 1,/ S or Glazed 67' x 6'10" +55/-55 No Nc,m-210-3558-1/210-35584A 7 Max PanelSize, 3'0" x 6'Daylight Opening: 1 '91' x 5'3 Double O/S wSurfaccc Bolts Installation Details National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 1AMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Jeld-Wen Exterior Doors Certification No.: N1009861-114 Page 4 3737 Lakeport Boulevard Certification Date: 04/14/2009 Klamath Falls, OR 97601 Expiration Date: 10/31/2020 Revision Date: 01/14/2015 Product: Series "Gladiator/Finishicid" Glazed Wood Edge Steel Doors w/ or w/o Side -Liter w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E283-04/E330-02/E331-00 ENV Itin IIIII 11INWILOR4 Inswing Glazed Design missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & Outswi Opaque S* Pos/Neg Rated Commentsj!Rjj_ ing_ Size OXX/XXO I I/S or Glazed 9'3 x 6'l 0" +4511-45 No NCTL-210-3558-1/210-3558-1 A Max Panel Size, 3'0"x 67'Daylight Opening: 19" x 5-3- Double w/Sidelite O/S x/o Surface Bolts Installation Details f\V122008(l-l4)!JVV192008(l-l4) 0XX ' `XX0 I/S or Glazed 9'3" x 6'10- +551,'-55 No NCTL-210-3558-1,210-3558-1 A Max Panel Size 3 0" x 67'Daylight Opening V9' x 5'3" Double 1AT/Sidelite O/S 'Sw urface Bolts Installation Details 3W122008(1-14),AV192008(1-14) OX0 I'S or Glazed 914" 'x 6'10" +45/45 No NC I-L-210-3558-H210-3558-IA Max Panel Size 3'0" x 6""Daylight Opening: 1'9" x 5'3" Single w/Sidelftes O/S /o S' rfa '3ccBItsvv Installation Details JWI'-?2008(114),JWI()2008(1-14) OX0 j I/S or Glazed 9'4" x 6'10" -55/-55 No NCTL-210-3-4;58-1/210-3558-IA Max Panel Size: 3'0" x 67"Daylight Opening 1'9" x 5'3" Single w/Sidelites 3 O/S xv/Surface'Bolts Installation Details AV122008(l-14)/jWI92008(l-l4) OXX0 I/S or Glazed 12'5" x 6'10" +45/45 No NCTL-210-354;8-1/210-3558-IA Max Panel Size "' 3'0" x 6- Double w/Sidelites 01's 7 Daylight Opening: l'9"x5'37' w/o Surface Bolts OXXO VS or Glazed 12'5" x 610" +55/'-55 IN' o NCTL-210-3558-11210-3558-IA Max Panel Size: 3'0" a 6'7'Daylight Opening: I'9"x 5'Y' Double w/Sidelites O/S WSurface Bolts Installation Details JWI 22008(1-14)iTW192iiP8 I-147 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAB I AUTHORIZED SIGNATURE: 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 954.399e8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product 11Acaluation Report M JELD-WEN, ine. Finish ield/Gladiator Steel Door, Wood Edge Glazed 12-Ox6-8 Outswing Door System 0 Florida Product Approval Rej-,) ort No. 3320 Current Florida Building Code Method: I — A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: FinishieldlGladiator Steel Door, fVood Edge* Glazed 12-0.0-8 Outswing Doorystem Material: Steel/ Wood Product Dimensions: 148-112 " X 80- 7/8 " (Maximum) Prepared For: JEl-D- NATN, inc,, 3737 [,aflicport 131vd h"lai- naffi 14'alls, R. 9"7601 Prepared by: Ifernies F. Norcro, P.[",,. Florida Professional Engineer # 73778 Date: I I /11/2014 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F, Norero, P.E. — T Reason: I am approving this document Hermes F. Norero, P.E. Date: 2015, 01.07 14:36:12 -05'00' Florida No. 73778 rBUILDING DROPS A1Perfect SolutiIiUon in Every Drop b.1Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Troduct Category: Exterior Doors Compliance Method: State Product Approval Method (1)(a) Product Name: Finishield/Gladiator Steel Door, Wood Edge Glazed 12-Ox6-8 Outswing Door System 148- 1/2" X 80-7/8" (Maximum) Date: 11/11/2014 Report No: 3320 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, inc. based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission, RAZIMETIUM Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Cods See Installation Instructions JW122008, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 1 Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 5. Site conditions that deviate from the details of drawing JW122008 require further engineering analysis by a licensed engineer or registered architect. See Installation Instructions JW122008 for size and design pressure limitations, BUILDING DROPS Date: 11/11/2014APerfectSolutioninEveryDrop V Certificate of Authorization: 29578 Report No: 3320 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789). Performance Standards: The product described herein has been tested per: TAS 202-94 ASTM E 331-00 ASTM E 330-02 1. Product Testing performed by National Certified Testing Laboratory, Inc. FBC Organization # TST1589) Report #: NCTL-210-3558-1, Report Date: 10/07/2008 Report #: NCTL-210-3558-1A, Report Date: 10/21/2008 2. Quality Assurance National Accreditation and Management Institute ASTM E 84-05 Report #: 3113726SAT-001 Date: 02/05/07 1) ASTM E84-05 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results, All referenced standards have been found to be equivalent. All materials test results meet minimum requirements of the current FBC, including HVHZ provisions. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 11/11/2014 Certificate of Authorization: 29578 Report No: 3320 UMM# B. For concrete or masonry substrate where one by (IX), non-structural, wood bucking is employed, use 3/16 diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C, For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter FFW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25 into concrete or masonry, Refer to Installation Instructions (JW122008) for anchor spacing and more details of the installation requirements, Design Pressure Without Surface Bolts With Surface BoFts— Positive 45 PSF* PSF* zm JELDIVEND FINiSHIELDIGLADIATOR STEEL WQR, • 9=0,730, mrsu 10 I 1=19192 tas- 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE: INCLUDING HVHZAND HAS BEEN EVALUATED IN ACCORDANCE WITH TAB 202-94 AND ASTM E331-00 AND ASTM E330-02. 2. 2X AND 1X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3, PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 4. DESIGNED PRESSURE RATING SEE TABLE 1, PAGE 1, 5, FLORIDA APPROVED IMPACT RESISTANCE SHUTTERSARE REQUIRED FOR DOORS AND SIDELITES, 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING OVALS, SUNBURST AND ROUND -TOPS, ALSO INCLUDED ARE INTERNAL AND EXTERNAL GRID, BLINDS BETWEEN GLASS, EXTERNAL WROUGHT IRON AND DECO, 7. SCALE BASED ON 1107 SHEET SIZE. ALL 1X & 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. DOOR LEAF CONSTRUCTION: FACE SHEETS: THE FACE SHEETS ARE GLUED TO THE CORE AND SUBSTRATE WITH LIND ADHESIVE. CORE DESIGN: THE CORE CONSISTS OF 1-1 .25 POUND DENSITY EXPANED POLYSTYRENE (EPS). PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 25-GAUGE (,018" MINIMUM) GALVANIZED STEEL. THE FACE SHEETS ARE BENT 90* OVER THE 1,688"X I.W LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS 38,400 PsLTHE lE88'X1 .203' BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25-GAUGE (,018" MINIMUM) STEEL. THE WOOD LOCK BLOCK IS 1-688'X 3 118"X 12'. FRAME CONSTRUCTION: THE FRAME JAMBS & HEAD ARE CONSTRUCTED OF WOOD- THE SILL IS COMPRISED OF A NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM CLADDING, CORNERS ARE COPED. BUTTED, & SEALED USING SILICONE. THE HEAD AND SIDE JAMBS ARE FASTENED USING FOUR 16 GA. 7/16" X 2' STAPLES PER CORNER. THE SILL AND SIDE JAMBS ARE FASTENED USING THREE 16 GA, 7/16'X 2' STAPLES PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED THROUGH THE HEAD & SILL USING THREE #8X2-1/2' SCREWS PER END. A 318' HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAT AND THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED USING TWO #6 X 1 1/2" SCREWS TO RECEIVE THE TOP AND BOTTOM. ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO THE FRAME USING FOUR 16 CA, C16" X 2" LONG STAPLES PER STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY & THE FIXED PANELS/FRAME JOINERY ARE SEALED AT THE EXTERIOR USING 1199 SILICONE. MATERIAL PROTECTION 1. ALL LATCH/LOCK AND HINGE HARDWARE TO BE OF CORROSION RESISTANT MATERIAL 148 1/2'MAX OVERALL FRAME WIDTH OR CORROSION RESISTANT COATED. 2. ANCHORING 37 1/4' MAX, 74'MAX. 37 1/4"MAX. FRAMECOMPONENTSMUSTMEETTHEFRAMEWIDTHDOUBLEFRAMEWIDTH WIDTH CORROSION RESISTANT STANDARDS AS 35 3/4" MAX, IDENTIFIED IN THE FBC, 35 314' MAX, PANEL WIDTH 72 DOUBLE 114' MAX. PANEL WIDTH PANEL WIDTH SEEjDE%T7A11A F SHEET 66OTE6OTE6 OTE t> NOTES: 21 1/8' MAX.MAY. f21118' 21118' 21118" 1 ALL VIEWS FROM E EXTERIOR. w L LX 0y D. L.O L MAX. D. L.O. 2 - MULL POSTS & DOUBLE BACK WIDTH WIDTH D WIDTH JAMBSAREINTERCHANGEABLE, SEE OPTIONAL CROSS SECTIONS) 3 - SURFACE BOLT NOT REQUIRED FOR U' 206 APPLICATIONS REQUIRING DP-45 OR 0 A I LESS. 4 - MASONRY AND CONCRETE INSTAL- B NOTE 4 i 7 77 V ' 7 LATION DETAILS. I 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB LATCH JAMB, NOTE E NOTE 2 N E 2 JAMB OR SIDELITE JAMB BE THE SAME REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL CROSS SECTION IN IX BUCK OPTION IN MASONRY?CONCRETE, SEE t FACED INACTIVE 1 ACTIVE FIXED SHEET 8 FOR DETAILS. 6 - FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN CITE 4 ASTRAGAL DBL- SACK MASONRYICONCRETESEESHEET6FORSURFACEBJLTCITE46DETAILS. MULL POST —' SEE NOTE 3 SEE DETAIL B JAMB MULL POST SHEETS QUAD UNIT (OXXOi SCALE: 1/2'=I'-O' OUTSWING NON -IMPACT) TABLE I ILE OF, CONTDNTS NOTE: UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) DESCRIPTIONRATIO = ON LENGTHIOH HEIGHT IS EQUAL TO, OR GREATER THAN, 1 L OH HEODOOR HEK;hT Digitally signed by Hermes F. Norero, P.E. NU/ ReasDn: I am approving this document SF, AI0 'S dM:2015.01,0714:55:55-05'00 I Of 00W C, LU 0 0 J,_ LUM0500jx 0 i: ?> In 50 UJ007- 0 9 UjXUj0cz Or, 0 w 2 v- 0 7E 8112108 HERMESF. NORER0 ICIIE AS NOTED FLORIDA P.E. NO, 73778 Dwo, a, W6D 398 E. DANIA BEACH BLVD, cnM a S. FREy SUITE 338 NRAMN-5 —.0 DANIABEACH, M. 33004 FBPE CERT, OF AUTH. NO. 29578 JW122008 SHEET I of 14 112- MAX, OVERALL FRAME WIDTH s 111 1'4" MAX, OVERALL FRAME WIDTH 3i 1s4° MAX. 37 1/4" MAX. 37 1 <' MAX. 37 114" MAX. FRAME WIDTH 74' MAX. FRAME WIDTH € FRAME WIDTH FRAME WIDTH FRAME WIDTH 35 314" MAX. I PANEL WIDTH 36 3/8" WITH 35 3/4" MAX. ASTRAGAL PANEL WIDTH iI Qoj353/4" MAX. 35 314" MAX..,. PANEL WIDTH PANEL WIDTH NOTE (j DETAIL A C] NOTE 8 i NOTE 8 SEE DETAIL A i SHEET 6 Lr m f SHEET 6 T 3 211/8" DAY.' J21118" z [°) MAX. u- 21 1/8" MAX, 21 1/8' MAX, 2 1'8" AX. j! E jWIDTH a L O. ' a. .O. ftNESSEETH til ;r _ 00 D.L.O. D,L,O. O. ' j j Q I— S J Q -pWIDTHWIDTHiWINid1- u) ci s O t''') Y iL 0 x Q 4 NOT ' w aNOTE 8 NOTE 4 NOTE 4° o jj f x NOTE 5 j NOTE 2 j NO iEHE2NOTE29 5OL0 NOTE 5 t NOTE 5 Q f If 0 FIXED LACTIVE {4 uj' a # Oj FIXED FIXED ACTIVE OTE 4 ASTRAGAL OTE 4 0 z I NOTE 4 NOTE 4 SEE DETAIL B MULL POST SHt}WN aBL-BACK-- SURFACE BOLT a ` 0 SHEETSJAMBMULLPOSTOPTIONALSEENOTE3SEEDETAILB0 > 0r MULLPOSTSHOWNSURFACEBOLTNOTE4SHEET60,-? x DBL- BACK JAMB MULL SEE NOTE 3 112" MAX. OVERALL FRAME WIDTH W ' `x. POST OPTIONAL TRI U;JIT OOX) OR {XOO_ s 37 114" MAX. FRAME WIDTH ® 37 1/2" MAX. FRAME WIDTH 35''% 4" Mom. 37 14" MAX. FRAME WIDTH EWH35 314" NAX TRI UNIT'OXX$ OR (XXOI SCALE: 1i2° =1'- " O N v`"i ' U jW > nSCALE: 112" 1'-O" SEE DETAIL A 33 f PANELiii I 0I WIDTHI€j PANEL NOTE 6 WIDTH a] SHEET6OTE66t3 c t 12 P m,El 2 I211i8" 21 1t8" 9Ib" NOTES: 0 MAX. MAX. ' MAX. 1 - ALL VIEWS FROM EXTERIOR. s -u, ") W j3 LuE}.L.O, a, O. JJJ((((JO.L.(}. 2 - MULL POSTS A DOUBLE BACK JAMBS ARE INTERCHANGEABLE. Z Z WIDTHWONIWIDTHFSEEOPTIONALCROSSSECTIONS) q r u) 0 izj 3 - SURFACE BOLT RIOT REQUIRED FOR APPLICATIONS REQUIRING 0 01(Eg1II6W17P-45 OR LESS, E d Q€°`,tTi Xw 4- MASONRY AND CONCRETE INSTALLATION DETAILS. O d a. w Oqw5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB t NOT 4 e NOTE 4 El °- LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL o(a NOTE 2 CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE. 4iz: 7 NO'E 2 SEE SHEET B FOR DETAILS. NOTE5 1ti 6 - FOR VERTIC N 1X BUCK OPTION IN SONIA T S FSHEET 6 FOR DETAILS.Q IT 18/ 12108 FIXED ACTIVE FiXEti i/7P HERMES F. NORERO sc^ : AS NOTED e Vc BY: `NBG TA' TLC FLORIDA P.E. NO, 73778 SEE DETAIL B NOT- 4 5 NOTE 4 73 ,. Ltj 398 E. DANIA BEACH BLVD. O`' s` •. C 0°' 1 SUITE 339 cnx BY' S. FREY DRl SHEETBSURFACEBOLTMULLPOSTSHOWNTRIUNIT (OXOi W a .,'• 5 . C z ,,+` DANIA BEACH, FL 33004 A A" Owl NO" IYY12200$ SEENOTE3DBL-BACK ,IAMB MULL POST SCALE. 1 2" =i'-C® o7ONAL- ` '' FBPE CERT, OF AUTH, NO, 29S18 7'UNIIIIIN , OPTIONALsrEEr2 "' 14