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HomeMy WebLinkAbout240 McKay Blvd (3)01/31/2018 06:13PM 4076340400 LISACOOK DECKERDOORS PAGE 11 X77 r CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 8 1-18 Documented Construction Value: S 1843.22 Job Address: 240 MCKa Blvd. Sanford, FL 32771 Historic District: Ves ❑ No ❑ PalrcelfD: 31-19-31-527-0000-0840 Residential© Commercial❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Replace front door- unit size for size Plan Review Contact Person: I Title• PM(�Y� Phone: Fax: y07- b 7,3� Email:_kere4aDr314AAPq• Property Owner Information Name Dawa.na Jones Street: 231 Kearns Circle City, State Zip: Atoka, TN 38004 Name Daniel T. Decker Street: 724 Brooks Court City, State Zip: Winter Springs, FL 32708 Name: Street: City, St, Zip: Bonding Company: Address: Phone: 407-772-5555 Resident of property? : Contractor Information Phone: 407-696-0830 Fax: 407-696-7356 State License No.: CBC1250499 Architect/Engineer Information Phone: Fax: E-mail: 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 ithe issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand. that a separate permit Inust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date:.5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application #' 5 01/31/2018 06:13PM 4076340400 LISACOOK DECKERDOORS PAGE 12 NOTICE: In addition to the requirements of this permit, them may be additional restrictions applicable to this property that may be fount{ 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 1 will notify the owner of the proptrty 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 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 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. signature of Owner/Agent Date Print Owner/Agent's Name _ Signature -of Notary -stale of Florida Datc Owner/Agent is Personally Known to Me or Produced ID Type of ID _ Signature of Contracter/Agent Date Daniel T. Decker Print Contractor/Agent's Name ignatU4 if, y fate of Florida DateUP 6 Contractor/A,gent is Personally Known to t41N1N�vvv`xx Produced ID Type of ID _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building, ❑ Electrical ❑ Construction Type: Total Sq Ft of Bldg: Mechanical Plumbing[] Gas❑ Roof❑ Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ APPROVA)<,S: ZONING: ENGINEERING: COMMENTS: Flood Zone: # of Stories: Plumbing - # of Fixtures # of Heads _ Fare Alarm Permit: Yes ❑ No ❑ UTII.,ITIES: WASTE WATER: FIRE: , BUILDING:. SF Z.-12 - I $ Revised: June 30, 2015 Permit Application R EQUM EIlD ]INSPECTION SEQUENCE RTP# 14 . -f -9 Q i �@iO�II:dDIGI�I2� lln)B1I��i'� WRIM Max- ection J(Deser l fibo. Footer / Setback Stemwall Foundation / Form Board. Survey Slab /*Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing— Walls Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco ./ Siding insulation Final Final Utility Building 1 Ow. 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 REVISED: June 2014 1:- I�YIInn ma I�IIIl�@@ill®IlIl ](D@�@1CIl�ll®n Electric. Underground Footer [ Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final c f ..�.�{Ya.•.�f"'I.. 7���$�.-.. 1vuIlIIIl W _W Max N{' 'fY "+'`� ri"i'4w Yy:c �.. �},, )(n�j�Dection DeserIl fl cn Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final ��IIII —� �.d\ �III�IO t'i Il�U 111 ��)t•��IIIII ICU iII _ ... �—Mechanical Final S �� 1/ w. 6+�1 Y ..1 �jI . �.:.. 4�'?f. s�.�! _..__:^r__ .^n�r-�!�� !-•. I III � ..I \ _.... A YIS��Yf yTi 1 ii` 1 r.>•41. 4^ Y9) 4 }JJ .ri.j •� i y lhS'ny K ]ry7 'C,' frt fiQ 1 4 y,:.rr�''/Lb"7)y}•rJ4r "^ f f rllf.�,Y —1%x•�'G �«...�,.� �. SLi:.frdctw4�f4�c g'pit ,4.2 `:?`Y'�"y •R•?. Y*Gt, S.S P-. ..ST.ifU �a.F» �. _.. � III II! f-i. LI d� IIL- ���. �•.-.�. I I �I� I I d� III Gas Underground --Gas'e - 01/31/2018 06:13PM 4076340400 LISACOOK DECKERDOORS PAGE 10 Decker Doors, Inc. CBC1250499 January 31, 2018 Dawana Jones 231 Kearns Circle Atoka, TN 38004 Dear Dwana, The following items are requested to be signed by the "homeowner". Please sign and have notarized the permit application. Please sign and have notarized the Notice of Commencement form. Please send copy of H.O.A. approval letter if required A postage paid envelope has been provided for your convenience. *Please read carefully— For those who signing a Notice of Commencement, if you are planning to sell or refinance within the next year, it is your responsibility to contact us to sign a release reflecting we have been paid from Home Depot. Otherwise, it will automatically become void after one year. We ask to be given at least fourteen (14) days' notice to have this paperwork prepared for you. NOTE -- Some municipalities take a full two weeks to process a building permit. It is important that we get your paperwork back in a timely manner. Once we have the permit and your order is ready for pick up, your install will be scheduled with your installer. On your install day, your installer will ask you for an inspection date, so your install can be inspected, and the permit can be closed out. Please plan to be prepared with your inspection date so your permit can be closed in a timely manner. If you should have any questions, please feel free to call 407-696-0930. Sincerely, Daniel T. Decker President 724 Brooks Court Winter Spyirzgs, FL 32708 01/31/2018 06:13PM 4076340400 LISACOOK DECKERDOORS PAGE 13 o Page t 1 Of 17 No. H6349-79595 Home ImprOVernentAgreement PLEAS` SE READ THIS Important additional information regarding Customer's rights may be contained in an attached State supplement. co e: This "Agreement" consists of this page, the following General terms and Conditions, the Involce, the State -Supplement if spplicabla. and any drawings or Change Orders expressly made a part of this Agreement. The Aan3empnt is between the Customer identified on the Invoice and The Home Depot, Any Installation aervices provided under this Agreement shall be performed by o licensed and insured third party Authorized Service provider. The Home Depot does not perform architectural or enginsering services, nor does it make structural changes to dwellings or other structures, The Home De of and its Authorized Service provider will erform ins1aI1a1lon, services in accorctan0,9 with a ticable tow. P ont tichod le: payment is required immediately as follows; Payment: Betas Tax: $_ Due in full immediately. $ If applicable. Total Amount of $sl¢: $ Includes all appllcablO discounts, rebates, and taxOB, Excludes finance charges' 'Any interest paymants or Other finance charges vnll be determined by Customer's separate Wdhalder or loan agreement, to which Tne Home Depot is NOT a party, and will be in addition to Customers payment under this Agreement. Customer is eubteet to the terms end condllions of the cardholder Or loan agreement, as applicable. No funds Should be made payable to Authorized Service Provider; however, Authorized 5trviOe Provider may collect Customers psyment(s) made payable to The Home Depot. Antic{_p�,W_ a ftn / Installation Sch� Ac a tan o a d Authorization; Customer authorizes The Flome Oepot to order and arrange for the delivery of all goods and services included on the invoice, CUstoiner further agrees and understands that this Agreement it the entire agreement between Customer and The Home Depot with regard to said goods and services and supersedes all prior discussions and agreements, either oral or written relating to said goods and services_ This Agreement can not be assigned or amended except by a writing signed by Customer and The Home Depot. Customer acknowledges and agrees that Customer has read, understands, voluntarily accepts the terms of and is entitled to and has rebeived a complete copy Of this Agreement at the time Ctistomer signs the Agreement. Installation Professional's licenae number and permitting intormation may need to be provided later, and as such this Jnformalion may be omitted at the time this Agreement is Signed. rani Si na are: The partles to the Agreement agree that the digital signatures of the parties included in this Agreement Are intended to authenticate this writing and to have the same force and effect as this use of martual Signatures. Customer acknowledges that he or she Is the person named on The Home Depot contract number identified on the point of sale devloe_ CANCELLATION: CUSTOMER. MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO THE HOME DEPOT BY MIDNIGHT ON THE THIRD BUSINd3S DAY -AFTER SIGNING THIS AGREEMENT. THE STATE SUPPLEMENT ATTACHED HERETO CONTAINS A FiJRM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAVA IN CUSTOMER'S STATE, tender such circumstances, Customer's Payment(s) will be returned within ten (10) business days after Tho Home Depot's receipt of Customer'a notice, W. Accept-ad/� Customers mat„ V1/24/2019 Au►horimd s®,vice Pia lisle vld�r's Flip $oslrlessirreatr Nam©, Addrqms an[I License No_ or NNO, as allPkablw � �ccaciste'a/Authar'Izetl 3Crvico Providcr'e Full Slgnaturs - - ----- --- pate -••- _ ` -- AssaGate: Pleftb PTInt your saiespersOn'o licengg number, IPappllcable. t•icerrse No(s). _ Authafiz®d Service Provider's Tol. No --- --- i Orne Oepol U.S.A. is)c., 246S paCh. Frrry Ragd, NMI„ tilde B.3, Attynta, 6sargla 3333w t la W011 LA d 00�0£9L0I << tIM69Z0 V0216920t X36M �t'02 22-60-RL02 5600cld3ND39 A000bS1_1 001`0t�C9�©b 1`09S:01 9103/0i /10 03AI303i 01/31/2018 06:13PM 4076340400 LISACOOK DECKERDOORS PAGE 16 7D mw4w CM F_foperty Record Cad Parcel: 31-19-31-527-0000-0640 property Address; L, lvj,,r\ DLvu 6AN FORD, FL 32771 .......... ------ . .... . . ..... . . ... Parcel Information Value Summary . .... ...... . ... . . ..... .. .. .. ..... ........ .... . ... ... .. Parcel 31-19-31-527-0000-0$40 ......... .. ..- i" , , ­ - 201$ Working j 2017 Certified ....... ... Owner JONES, DAWANA S i Values Values Property Address 240 MCKAY BLVD SAN PORD, FL 32771 ValUation Method Cost/Market j CoStfMarket Number of Buildings Mailing 231 KEARNS CIR ATOKA, TN 38004-7836 ...................... ....... . .... .... . .... Depreciated Bldg Value $143,683 $1135,389 Subdivision ,R HILL REPEAT `; Q� . ...... Depreciated EXFT Value $851 $901 Tax District; $1-SANFORD ............ . ..... i� Land Value (Market) $30,000 $30,000 DOR Use Code 01-5INGLE FAMILY . ! Land Value Ag Exemptions . ....... .... ............. $174,534 Portability Adj Save Our Homes Adj ...... . ..... .... ..... .. . ...... . .. ....... .. .. ...... . $0..__......... . ..... ......... . Amendment 1 Adi $7,565 $14,500 — P&G Adj $0 $o Asse3sed Value $166,969 $151,790 CD Tax Amount without SOH; $2,985.56 2017 Tax Bill Amount $2,96S.S6 Tax Estimator 9EI Save Our Homes Savings; $0,00 Seminole County GIs Legal Description LOT 84 CEDAR HILL REPEAT PB 63 PGS 96 97 & 98 Taxes Does NOT INCLUDE Norl Ad Valorem Assessments .... ... ... -­..1-.- . ... .. ... . .. ....... .... .... . ........ _.1 .. ... . . .. ....... Taxing Authority Assessment , , Value--- Exempt Value . . . s .. . .. ........ .. 7 ­ - - '- - _: I Taxable Value 11 CAunty General Fund , , " '' , .. . 1 $166,969 Schools $174,534 $0 $174,534 City Sanford .. ... .. .... . .......... . ........ .. . .. . $166,2139 $0 $166,9696,969 5JWM(Seint John$ Water Management) $166,969 $0 County Bonds $0 Sales ....... .. . . ...... ...... . ... .. . Date ­ B Page .. .. ................. . . ..... ...... . .... .... .. . ................ . .. .. ..... -------- rn Aount­­ LC�US.iii�ied - ... ... . . ...... . .. .... _� sclimp 2/1/2007 06G04 $274,000 Yes Improved 10l1/2004 05469 1188 $149,700 Yes Improved 7/11 2004 . . .. ...... .... . . ...... . 1 iQ3A $100 No Vacant 4i1/2004 ..... ........ . ... ......... .. .. ....... .. $461.300 iNo . ............. . ... . ........ . ... . Vacant LIMITED POWER OF ATTORNEY I hereby name and appoint: ��!���✓ ��v/�, (Print Name of Appointee) Decker Doors, Inc. (Company Name of Appointee) to be my lawful attorney -in -fact to act for me in applying to Government commercial / Residential Permitting for a permit ena ing vdrk to be PeArmed at the location below - described and to sign my name and do all things necessary to this appointment: / Section Township Range S27 Subdivision Block NO Lot Project Address) Owner of Property) Owner of Address) Signed: (certified contractor signature) Date: Certified Contractor: Daniel T. Decker (printed name) Contractor License #: CBC 1250499 State of Florida County of Orange Sworn to and subscribed before me this — -Qi-\ day of \�by Daniel T. Decker (name of person acknowledged) who is pe sonally known to me. (Notary Public) Commission expires: FORM power of attorney/042501/dv ,20." LESLiE A. TISCHLER *; My COMMISSION # GG 039221 o EXPIRES: October 24, 2020 Bonded Thru Notary Public Underwriters co CD r 0VD_i>0_> CMM-< 0- 002�40sc ISOPM5MM 30 T D �aMM M OT *� m 9m�QNmm4z U) » .. T©neS Proper Ir 2q0 /y1ck B vc� Opening will meet 35 PSF +/- requirement N B z 0 tiep%U. Dann GCnI� 0 6 0 b rn ti a i-lonoa buiming uoae vniine _0 I 4 i PrgRlhR HQIFIt?' 4ANlttITf1)NI?k1` aPR't11Y19IS�'N9� tCbtYrAC%QRIPi� A dda r Product Approval P USER:Pu6licUser Product Approval Menu > Product or Application Search > Application List > Application Detail + FL # FL4904-R8 Application Type Revision Code Version 2017 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 Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email 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 Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/15/2017 Date Validated 12/20/2017 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLuXUoNCF9968g0%3d 1/4 iiiizu is rionaa esmaing Loae vnune Date Approved 01/02/2018 Summary of Products .............. __..........._ l FL # Model, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +76.0/-76.0 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 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG-MA- FLO128-05 for details. 4904.2 i Wood -edge Steel Side -Hinged Door I Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 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. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG-MA- FLO129-05 for details. 4904.3 I Wood -edge Steel Side -Hinged Door I Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-55.0 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. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA- FLO128-05. 4904.4 Wood -edge Steel Side -Hinged Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45.0/-50.0 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. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA- FLO129-05, 6'-8" Opaque I/S and O/S Single Door Certification Agency Certificate FL4904 R8 C CAC NI006110.O1.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0128.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514010A.pdf Created by Independent Third Party: Yes 8'-0" Opaque I/S and O/S Single Door Certification Agency Certificate FL4904 R8 C CAC NI006110.02.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0129.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514009A.pdf Created by Independent Third Party: Yes 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4904 R8 C CAC NI006110.O1.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0128.1)df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514008A.3df Created by Independent Third Party: Yes 8'-0" Opaque I/S Door w/ or w/o Sidelites Certification Agency Certificate FL4904 R8 C CAC NI006110.02.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0129.ndf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514007A.pdf Created by Independent Third Party: Yes 4904.5 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S w/ or w/o Sidelites Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Certification Agency Certificate FL4904 R8 C CAC NI006110.02.pdf Quality Assurance Contract Expiration Date 12/31/2020 https:l/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbISci0%2baWgLuXUoNCF9968g0%3d 2/4 1 /7/2018 Florida Building Code Online Design Pressure: +50.0/-45.0 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. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA- FLO129-05. Installation Instructions FL4904 R8 II FL0129.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514007A.Ddf Created by Independent Third Party: Yes 4904.6 Wood -edge Steel Side -Hinged Door Units 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110.03.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 II FL0130.Ddf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL4904 R8 AE 514008A.Ddf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is required. See DWG- MA-FLO130-05 for details. .... - -- ---- --- 4904.7 ..................... ........... ..__.._...__._.....__.__._.-_....------ Wood -edge Steel Side -Hinged Door Units ...._-.__._........ ........ - .._...--........ ---------- 8'-0" Glazed I/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110.04.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 II FL0131.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4904 R8 AE 514007A.Ddf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is required. See DWG- MA-FLO131-05 for details. 4904.8 Wood -edge Steel Side -Hinged Door 8'-0" Glazed O/S Door w/ or w/o Sidelites Units _.._..... _ r.... ........ _._.............. ._............. __........ ...... _... _.......... __......... _...................... --.........._ ... _.......... _........_._... -...._._._.__..._.._.._._.__...... ...... .._........_..... _..... _... _...................... _... ..................................... _........ Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110.04.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +45.0/-40.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 II FL0131.pdf Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Verified By: National Accreditation & Management Institute Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4904 R8 AE 514007A.odf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is required. See DWG- MA-FLO131-05 for details. 93aek yert Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 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 supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MW eC,F_icY Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbISciO%2baWgLuXUoNCF9968g0%3d 3/4 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI006110.03 1955 Powis Road Certification Date: 07/23/2005 West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 11/21/2014 Product: Wood -Edge Steel Glazed Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites (w/Wood Frame unless noted) Specification: TAS 202 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 within NAMI's Certified Product Listing at www.Namicertitication.com. NAMI's Certification Pro ram is accredited b The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswin O a ue Size Pressure Pressure Rated Comments X I/S Glazed 3'0" x 6'8" +50.5/-50.5 2.86 psf No NCTL-210-2930-7 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0130-05 X O/S Glazed 3'0" x 6'8" +50.51-50.5 7.60 psf No NCTL-210-2930-7 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0130-05 XX I/S Glazed 6'0" x 6'8" +50.5/-50.5 2.86 psf No NCTL-210-2930-7 Double Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0130-05 XX O/S Glazed 6'0" x 6'8" +50.5/-50.5 7.60 psf No NCTL-210-2930-7 Double Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0130-05 XO/OX I/S Glazed Door 6'0" x 6'8" +50.5/-50.5 2.86 psf Door -No NCTL-210-2930-7 Single w/Sidelite Glazed Sidelite Sidelite-No MA-WL0115/16/17/18/19/20/21-02 Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0130-05 XO/OX O/S Glazed Door 6'0" x 6'8" +50.5/-50.5 7.60 psf Door -No NCTL-210-2930-7 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0130-05 OXO US Glazed Door 9'0" x 6'8" +50.5/-50.5 2.86 psf Door -No NCTL-210-2930-7 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0130-05 OXO O/S Glazed Door 9'0" x 6'8" +50.51-50.5 7.60 psf Door -No NCTL-210-2930-7 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0130-05 OXXO I/S Glazed Doors 12'6" x 6'8" +50.5/-50.5 2.86 psf Doors -No NCTL-21.0-2930-7 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0130-05 OXXO O/S Glazed Doors 12'6" x 6'8" +50.51-50.5 7.60 psf Doors -No NCTL-210-2930-7 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0130-05 X US Glazed Ventlite 3'0" x 6'8" +55.0/-55.0 2.86 psf No NCTL-210-3461-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0130-05 X O/S Glazed Ventlite 3'0" x 6'8" +55.01-55.0 0.0 psf No NCTL-210-3461-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0130-05 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072/Tel: (804) 684-5124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: L. Roberto Lomas P. E. f432 woodfotd Rd.. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008A 434-688-0609 Date: 10/10/2017 rllomaS Irlomaspe.com Test Report: N/A Product: Double Door with and without sidelites 12'x6'8" (wood frame) scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ 4 w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012, NDS 2015, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fy, = 80,000 psi Side member: Douglas Fir -Larch (6=0.50) Main member: Spruce -Pine -Fir (6=0.42) Side member thickness: %= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F�, = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1m = 1.140 in Mode I. Mode I, Mode II Mode III, Mode III, Mode IV qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0 0 007 A: 0.00096 A: 0.00107 A: 0.00135 P = 725.61 Ibs P = 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko = 2.400 Ko = 2.400 C:-427.674 C:-253.623 C:-267.699 C: -93.6 Z, = 302 Ibs Z,= 368 Ibs P = 331 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs Ko = 2.400 P = 297 Ibs P = 319 Ibs P = 263 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs Ko = 2,400 Ko = 2.400 Ka = 2.400 Duration Factor: Co = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value (ZCo): Z'= 175 Ibs/onchor Fastener type: 1/4 ITW Tapcon Tabulated values N.O.A. 16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Actual edge distance: 2.50 in edge distance spacing (in) 2.00 4.00 2.00 130 161 4.00 163 202 Actual C To C spacing: Allowable Design Value: 3.00 in Z,.= 155 Ibs/anchor (per interpolation when needed) Fastener type: #10 Tek screw Substrate: 18 GA, Steel Tabulated design value: Z= 1266 Ibs Safety factor: Fs= 4 Allowable Design Value (ZFs): Z.= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors 36.38 36.38 Design pressure: 60.0 psf - - -1--- - - F Al YA2 79.25 Al _ 72.75 37.50 36.38 36.38 37.50 1 of 4 Al A4 A4 Al Y Y� �Y Y Y 79.25 A4Y Al ----147.75 -- ---� Zone Area z (ft) Load (Ibs) Ind. (i^) Max. O.C. (in) Anchor Result Cap, (Ibs) Q� Load (Ibs) Al 2.3 138 N/A N/A 155 1 138 OK AZ 7.7 463 6.00 21.00 155 5 93 OK A3 7.7 463 N/A N/A 155 3 154 OK Design pressure: 60.0 Psf Zane Area z (ft) Load (Ibs) Ind. (In) Max. O.C. (in) Anchor Result Cap. (Ibs) Qty Load (Ibs) Al 2.4 146 N/A N/A 155 1 146 OK AZ 7.9 473 6.00 21.00 155 5 95 OK A3 7.8 468 N/A N/A 155 4 117 OK A4 2.3 138 N/A N/A 155 1 138 1 OK A5 7.7 463 N/A N/A 155 3 i 154 1 OK olkil �� S P.L 0 `CNN ,r.0IV .. TAT OF / VNAL W�G !llll 111 Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P.E. 1432 WoodoPd Rd Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008A 434-688-0609 Date: 10/10/2017 rllomas a(aNdomaspe.com Anchor Locations: Double door 6.00 TYP. - ---� i- 6.00 J 18, MAX O.C. 1- 79.25 6.00 2of4 — 36.38 -- ---- -- ''II — -- 36.38 6.00 TYP. -� --}-- 18.19 TYP. �I 3.00 TYR. E N SF�gcP r TAT OF j- O 0 RM't �,. ON AL Luis R. Lomas P.E. FL No.: 62514 10/ 10/2017 L. Roberto Lomas P.E. 1432 woodfoid Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008A 434-688-0609 Date: 10/10/2017 rllomasna irlomaspe.com Double door with sidelites 6.00 TYP. - 6.00 18" MAX O.C. 79.25 6.00 T__- 3of4 - - 37.50 ----- 18.7511. ---I 6.00 TyP - 3.00 T "T-1 36.38 ---------�-- 18.19 T'P. -� ------ 36.38 -- - - ___-__. -- 37.50 I I Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P.E. 1432 WoodWd Rd Lewisville, NC 27023 434-688-0609 d1omas Idomasoe.com Manufacturer: Masonite Report #: 514008A Date: 10/10/2017 Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 4of4 Luis R. Lomas P.E. FL No.: 62514 10/10/2017 149' MAX. OVERALL FRAME M9DTH 2T" MAX 36.3J5" MAX. 37.5" MAX. D:L.O. PANEL WIDTH FRAME WIDTH W/ASTRAGAL I� m X v �Q t J W � � i . � O # SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-B" GLAZED DOUBLE DOOR WITH / WITHOUT S►DEUTES p cc �O GENERAL NOTES. � � � 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REOUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ~ U IIIEEE DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ��+Z 0) E•-- 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. g e-- Ld 3. IN THE HVHZ. FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. s 4, POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a 5. PLASTICS TESTING OF LITE FRAME MATERIAL: - TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F [ RATE OF BURNWG ASTTd D635 0.77 IN/MIN+ `: SMOKE DENSITY ASTM D2843 13.4R m ' # TENSILE�STRENGTH• - ASTM 0638 7.50R RIFF_ ` N g t + COMPARATIVE TENSILE STRENGTH AFTER WEATHERING �••�•• - j 4500 HOURS XENON ARC METHOD 1 o `- .DOUBLE DOOR UNIT WISIDELIiES CP a# Addadm loMAlla LA In 0 U> N rI �v)�cnv)9 nMo.: ArtQlIQ o� ,�, ZLu VIN �J F- Ji D- Vary > N€ � �Z UJ Li cri N QI SINGLE DOOR -.UNIT DOUBLE DOOR UNIT SINGLE DOOR UN17 SIN WITH DOOR UNIT SINGLE DOOR. UNfT W/SIDELtTES DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT ¢z wriH clnE� rrE WITH S10ELITE WITH VENTLRE ' z _ _.._......... .._._....._ ..__.-... oAte 7 T 1 05 TABLE OF CONTENTS ✓`� SHEET DESCRIPTION iT �° N.T.S. -��.. IA1G er: SINS 1 !TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS cw. BY: 3 ANCHORING LOCATIONS & DETAILS � KURT BALTHAZOR DRAM= NW FLORIDA P.E. DWG-IAA-FL0130-05 ,�56533 sHEEr 1 of 3 DESIGN PRESSURE RATING WHERE WATER INFILTRATK)rl PERFORMANCE IS REQUIRED TO BE t5X OF DESIGNPRESSURE --CONFlG MAX WIDTH �•„INSWING. OUTSWING MSWING _ OUTSWING..: X 37.5 +50.5 50.5 +50.5 -50.5 +50.5 -50.5 I XX ,.:. 74 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 OX or XO 75 +50.5 -50.5. +50.5. -50.5. +19.0 OXO 1 � tit2.5 +50.5 -50.5 +56.5 -50.5 +19.0+50.5 - .5 OXXO ! 749 +50.5 +SD.5 -50.5 +t9.0 + .5 -50.5 X -VENT � 37.5 +55.0 _-50.5 -55.0 +55.0 -55.0 N k N A . 3" SEE DETAI V 3- LA AO�dlm fls gA69 m N � a U a SEE DETAIL. N -D" r € a � w w 0 O ul a G is 6- #10 x 2„ #8 x 2-1/2" #8 x 2-1/2" #10 x 5/8" s #8 x 2-1/2"— p, #10 x 5/8" #10 x 3/4" #10 x 2" DETAIL E". ASTRAGAL FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DETAIL_D" DETAIL "C" STRIKE PLATE TO FRAME AS SHOWN. 1.375' L T INSWING jHRESHOLD TYPICAL 0,9621 T OUTSWING THRESHOLD EE DETAIL 6- ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL . WF" ASTRAGAL 10 (1/8- TEMP. MUSS) DOW 995 W/ OPTIOWL DECORATM iNSMT ".' ALLY. STEEL OR BUTYL SPACER 1/2- WM �f...-/8 % 1-1/2' PHS OOw 995 TYPICAL GLAZING DETAIL ¢ V) O 00 U � Q C) �D � � J f= cc LLI Q QU Z �U o °' ti- g �LQ -.711 05 scmE N.T,S. CW. er: OF SEE DETAIL 'C` SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOAAS, 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 3/16" 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". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. 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", 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. � � a U a SEE DETAIL � 'D' SHT. 2 0 f 3" 6' -j 1-- {-6` { 3' r31 E4I1 11 fI I I it 1 _ 0 U a I J cy — — a' I w Ix {t� _ G H.. B 3»6 6" 6» HARDWARE SCHEDULE 1. € KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND - -? SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED f AT 5-1/2" CENTERLINE. I ,,..... ,_.._. 2. 4" X 4" FULL MORTISE BUTT HINGES •5` :. —T 1.5 MIN„ � . SHIM CL —I �— TYPICAL WOOD BUCK ANCHOR INSTALLATION MIN 0.25" MAX SHIM Md�m b FUd9 CL �.I (— ;ucuffilulft DaN TYPICAL MASONRY ANCHOR INSTALLATION — N.T.S. I a IG. Err: SWS_,,