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Home My WebLink About136 Adoncia Way11114/2013 10:30 AM From: Michelle & DC Snyder Fax Number: 386-785-1661 Page 3 of 7JUL 14 2015 CITY OF SANFORD PXL__--.13UILDING & FIRE PREVENTION PERMIT APPLICATION Z' Application No: 3CS) Documented Construction Value: $ Job Address: 1-310 Adociul (.A Historic District: Yes El No 0 Parcel ID: aqjq-3-0000 11),5D Zoning: Description of Work: enb(le fteo-a C--:'r*f7,Q da)r? unt-t-, Plan Review Contact Person: MkC.ht1le_ yxsid(CTitle: Phone: - 3DgIaaq Fax: - E-mail:rne,,,:,so23,1 e a Property Owner Information NameKA1(' V1Qe1 617UMbAC' Phone: 3o)1-5'1- R Street: I ) 0. ad onc k CL W 2:L:f - Resident of piroperty?: City, State Zip: h. am d i 3;D-) 1 - Contractor Information Name Inc- Phone: 4y) - LPT.0 - 0 6 Street: qaQ R)@AS (_T Fax: City, State Zip: W Intem sir-4F I 310 State License No.: J' u Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit 0 Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical 13 Plumbing 13 New Service -No. of AMPS: New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm [J No. of heads: 11/14/2013 10:31 AM From: Michelle & DC Snyder Fax Number: 386-785-1661 Page 4 of Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy ofthe executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documentedconstructionvaluewhentheexecutedcontractissubmitted, credit will be applied to your permit fees when the permit is released. kiFnalWre o Owne A ent Date AA-iC b u r1rl Gtn(. int-Owner/Agent's Name Wiwi of Floridal Date JUAN C VIAMONTES Nottry PUWIC - Shtt of FWWA Comml:i1011 N FF 218571 My Comm. EXPI M Apr 0, 2019 Owner/Agent is Personally Known to Me or Produced ID 1c Type of ID R, Driur'r L(tese, APPROVALS: ZONING: %' 1 S-LS LITIES: ENGINEERING: COMMENTS: Rev 11.08 Signature of Contractor/Agent Date FIRE: aq-1s MICHELLE SNYDER MY COMMISSION #FF172427 EXPIRES November 22, 2018 407) 398-o153 FloriclallotaryService.com Contractor/Agent is t/ Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: REQUIRED INSPECTION SEQUENCE BP# 2_12q Address: I?>(- A)AQcxA wh`t BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall 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 Building Ceiling Air Barrier Insulation Roof (Com'1) Building Ceiling Grid Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Solar Pre -Demo Final Demo Final Single Family Residence Final Commercial - New Final Commercial - Addition / Alteration Final Commercial - Change of Use Final Building (Other) ELECTRICAL PERMIT - Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole Electric Final PLUMBING PERMIT Min Max Inspection Description Roof Storm Drain Rough Plumbing Underground Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final REVISED: June 2014 LIMITED POWER OF ATTORNEY 1 hereby name and appoint: m i e dea Printed Name ofAppointee C? _ 17 5 hC Company Name of Appointee to be my lawful attomey-in-fact to act for me In applying to _ Government Commercial/Residential .Permitting for a permit enabling work to be performed at the location below -described and to sign my name and do all things necessary to this appointmeri: r q_ Section Township Range Subdivision V CX1J Block W Lot o I V1 I( JCS \4 Owner of Property 1L_—P(nc 1 —Owner Address Signed _ o r cwmd contractor signat3ms Date: % .D Certified Contractor- .hi'l %: Afl-&e, — pM%d name Contractor License State, of t=1ai ) County of Sworn to and` rit ai before m. a, day ofa or R _5 P ' f lr(name of person aduwA god) who is personallyknown to me or who has produced Identification). Notary mile Commission a pres: LESLIE A TISCHLER FOn114yo`wrdattlmeyN42501Mv :t' 1 " b c MY COMMISSION # EE846474 EXPIRES October 24, 2016 407 90&01tS3 Fke&N0WyGm1ce.00M 5 SPEGNAL SERVICES CUSTOMER INVOICE Sore 0264 _AKE MAP.,Y P"cne f 1C7`.• 333-9650 46C0'a;' LAKE NIAR•{ BLVD Sa espe!gc-r. JOINOSS LAKE MARY, F' 22-74S SRUMBACK MICHAEL (32-I)578-1981) 136 ADONCIA. WAY V-):,114".-- (407) 43r 990.1 r INSTALLI.l SANFORD Face 1-,f -5 No. 0264-425.514 , REPRINT 12009i-2518:15 s"- FL 32771 ""`: SEMINOLE WSTALLER DELIVERY #' MERiCHANDISE AND SERVICE SUMMARY s 1r ustarrers rtV imi:thequan:i;ieso'mercrkrt%se L REF #_III1 tTC• GK MERCHANDISE TO SE DEUV ERE€}:- RfEF4 _ SKU_ OTY UM' DES RIPTION Fi03 0000-590.635 3.00 EA lX4-8FT PF NID FJ ME: BOARD F` 1 JAXI P 1 EXTENSION A ' 7.64; S22.E2 r"; 04 ` 0000-595-447 I 27.40 LF 11176 X2-•1?4 PFJ Ulri3fi5 CASING _---•— 80.801 - $21.60 ROB 6 0000-522-861 -- ,.a')!_ -FA 16OZ WINEI( -1V && DOOR GFIEAT STUFF i N —_ S6.4E3 $6.4431 F, 06_ 0000-157-W 1.03 EA af4"X5-1;''2'X8' REVERSIBr_E PVC BOARD F 07 4 CORD-137.07; r T 3. 001 EA 3?4"K2• ? •' "'X8' REVERSIBLE PVC BOARD - r A _ N S22.231 . _$22.231 may A. N Si 0.87? $32.61 F 08 10000-137.542 t.00! EA 3J4°X3-1?2".412' REVERSiBLI- PVC BOARD A ha I 520.57; S20.57 F 09 0000-137.214 I 2.100 - E, 3.f4 _X3 _rt?2''(S'1_tEVERSIBI_E PVC BOARDr F10 0000-155-400 1_3A0'_EA*lX6-8FTPI'WEA-rHERSHIE:-0 A 527. 2. r - A i _14 $5.47-S16.41, 11 oo00-734.557 I+- 1-W-EAWS SIG TUSTIN CPAS PCX S4TI 40 • MDSE TO BE OEUVERED- _ _ 4 - REF ft GKU- f11,f ESCRITIor S1401 C000-5111.213 1.00 EA NA ? NA SIC) F E F'fti'10 DOOR STEEL 44. 255E I 'E 1 ACrI I'dl: { FIXEf -LEFT r! A, N--gap on S62.OrC' ESTIMA - ED ARRIVAL DATE: 07119120/5 P.O. $6454VA1 Ft yTAi( PRIDE EAGFI ExTENS_ON 94. 8125 X A I hJ S1.Sd8.0a Si 848.09 Hlii lG Oi1'TSir+?I Vu FL1L1 LITER LI'F I_BLIND(RAI:3ELO4VEaT1LaJNJNFINISHEO V ...._—_— _._ f'.t.ftr.'sr- ,i,T•iafmFy. _ ib?,} iX !' :..: S2. 080.:a3 EL VERY INFORMATION: DELIV : IhISTAL.LE:R!NILL SCHEDULE CONTINUED ON NEXT PAG E -H ter- • neci, your ct,rrent order ;,talus online et nnv1v - hon redepot.ti orrWorfI erstatu s e, I of % mn A 0 ti]7 ECIAL SERVICES. CUSTC)'.lEF I:•:•510:CE - Calstrn.1rd Las: Name. BRIJ- 6r'iGX -lage of No. 0264-425514 ., o N co WSTALLRTION 02 M, REF -0113 .. o HI?I lE: f? '•. } 5?_19E9 _ __— ALTI?AiVATE PHONE: (4q7)=30-9W -- — -- --- - — — BASIC IhIS--ALLATION L4B:)R INCLUDES: o N''L. PEE'ASSCCIA-EC WITH 09'AI-INi ' =RM!T DS:.1;5TA LE IF DELIVERED 7C'fSTAL R. TyE I.STALLE?bJLL 2E< . ZNG-REERINO ..ItgD LOAC C.AI_C[JLA'TI NS. RECOFIDINC-. ARRIV_ AT JOE.SJTE ONDAY OF IN;:TALL AND LEAVE VJ T-I C.US--OMEP. m DSTAGEEANCAgM- NlS'*.RA :V-r- X E_" dEfiCt?1PI.ESFG'cRfAlr?P.CaCgGETOPRiOPERI.MUMGIPFLI"P. CF' UP FRG'.d T}I+IT ,"AU'AICIPAL.I' Y Af O CE•'.IVEP. TG EIT:-IEEP JOESSITE W SPECIAL h[OTES:------- ..-`--_-•-----____._____ U STOMEER IS RESF•ON5ELE FOR PAYMPt ;rO= THE PEF IWI-. CVC_m ; IN FULL. NC REFUNDS ON PL-RMI f FIE SAFER72 HRS. OF PA.YIAENT 3 4-= PERMIT IS ?Ai3 FvF,, Yr'OR7( (7N T^!C PEF?Iytl? ASSEf«13LY EIEr IDS „v IME- EMATELY. CAWCELL4TION$ IMTH;N 72 H tS.:b'ILI. RE= Rf.F;Rf[l-2E END OF INSTALL 42 OTA L CHARGES PF.ALL MERCHANDISE & SERVICES Ptdityld ( PI): •------ ••---•-----•-•-----••-- ,r ',i"-_^7;-_,--i,.t-g3 093.33. C - A. 9{} DAYS DEFAULTPOLICYMMiH M.NA N N{MN MNMHNIt INN..N1 Mtir1MOrMM.wAM.Mr. SALL:'si_—,•---------.... r TOTALI S3.093.3:3 CI — DUE! S0.04 The Name Depol reserves t,,fe rla,ht tc• rimille eryretur.:s. Please see ,ile rgi~,,:,s Ftoricy sgo in storas loroelai.s.' END 01:ORDER Nio. 02E0264-425514 __. _— .-------------------.._._ v 1111111111111111111111111111111111111111 THIS INSTRUMENT PREPARED BY: Name: Daniel T. Decker Address: 724 Brooks Ct Winter Springs, FL 32708 1AF%Tj&ftV— P\r i ARARI F®\i/4 RAP\!T NO B LC OF CVIVIIVICNCGIVICN Permit Number: Parcel ID Number: 29-19-31-502-0000-1050 MARYANNE HORSE, SENINOLE COUNTY CLERK OF CIRCUIT COURT & COPIPTROLLER BK 8505 Ps 1161 (I Pg s ) CLERK'S 4 2015075613 - RECORDED 07/14/2015 09:59.27 AN RECORDING FEES $10.00 RECORDED BY hdevore The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOT 05 CELERY ESTATES NORTH PB 71 PGS 38 - 45 2. GENERAL DESCRIPTION OF IMPROVEMENT: Replace rear entry door unit. 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: QIIIC and QUUI Wes. ee;..t nc! o.. t, ,, t, a 36 A.r. min tA'ay S—a ford er 32771IV Interest in property: 100% Fee Simple Title Holder (f other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Decker Doors, Inc Phone Number. 407-696-0830 Address: 724 Brooks Ct Winter Springs, FL 32708 5. SURETY (If applicable, a copy of the payment bond is attached): Name: Address: Amount of Bond: 6. LENDER: Name: Phone Number. Address: 7. Fersuns wiihin 61t: siaie Of Fiurida Desiyrraied by Owner UPun wiwm nuiice or oiiter ducumenis rrtay be served as Plovided'uy seciiun 713.13(1)(a)7., Florida Statutes. Name: Phone Number: 8. In addition, Owner designates of to receive a copy ofthe Lienol's Notice as provided in Section 713.13(ixb), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature o Owner or Lessee, or Owners orLessee's (Print Name and Provide Signatory's Title/Office) Authorized Officerigrector/Partner/Manager) State of ADr•rGr, County of Je-M 1110I Z The foregoing instrument was acknowledged before me this (o •+ day of 5c,1' j .20 by b" -L V- Who is personally known to me OR Name'of person making statement who has produced identification El type of identification produced: rr VC f- % L., f aunuy JUAN C VIAMONTES Notary Public - State of Florida Commission N FF 218576 CERTIFI4OPY- qNotaNNEMyComm. Expires Apr 8, 2019 CLERK 0URTAND MORSE mn i • i `"COMP? SEBi 4,- IWmA o, • . _.. . JUL 14 2015 By ---- . - `J DEPUTY CLER# r. ('40,74 yi&2-9-90 , - , " , — —n & From: Michelle Snyder -To:.)Dan Decker Fax: +1 (407) 696-7356 Page I of 5 06/28/2015 4: Fiml of 2 ITotal:$3,093.33 ETA:07/1 9 Sanford Masonite-stl-yes 321-578-1989 0264 2008 Parcel: 29-19-31-502-0000-1050 Owner: BRUMBACK MICHAELA& DEBRA L Property Address: 136 ADONCIA WAY SANFORD, FL 32771 Parcel: 29-19-31-SO2-0000-1050 Value Summary Property Address: 136 ADONCIA WAY 2015 Working 2014 Certified Owner: BRUMBACK MICHAEL A &DEBRA L values values Mailing: 136 ADONCIA WAY Valuation Method Cost/Market Cost/Market SANFORD, FL 32771-5235 .......... .. . . ......... ...... ...... Subdivision Name: CELERY ESTATES NORTH Number of Buildings 1 Tax District: Sl-SANFORC, Depreciated Bldg Value i $104,945 $85,985 Exemptions: 00-HOMESTEAD (2009) Depreciated EXFT Value DOR Use Code: 01-SINGLE FAMILY Land Value (Market) $25A00 $20,000 Land value Ag Just/Market Value 129,945 $105,935 Portability Adj j Save Our Homes Adj $23,112 $0 Amendment 1 Adj I. . ................................... .................................................. N. Assessed Value $106,833 $105,985 Tax Amount without SOH: $1,312.28 2014 Tax Bill Amount $1,312.28 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 105 CELERY ESTATES NORTH PB 71 PGS 38 - 45 Taxes 6 .................. Taxing Authority i Assessment Value ExemptValues Taxable Value County General Fund $106,833 $50,000 $56,833 6 ......................... 6 ...................................................................... Schools $106,833 $25,000 $81,833 1— ................................................ .................................................................................. .................................. a City Sanford $106,833 $50,000 $56,833 6 .......... 6 .............. *"*"*"******'*"**'**** ................................................................................................ .................................... SJWM(Saint Johns Water Management) $106,833 $50,000 $56,833 County Bonds $116.833 $50,000 $56,833 6 ... 6..6..6..66 ........ 6.::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::,:::::::::::::::::::::::::::::::::::::::::::,* ................... Sales 6 ........................................................ 6 .............................................................. Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 1/1/2008 06920 1591 $226,000 Yes improved WARRANTY 7/l/2007 06760 1946 5334,200 No Vacant 6 ................. Find Comparable Sales within this Subdivision Land Method Frontage Depth Units UnitsPrIce Land Value LOT I $25AGO.00 $25A00 Building Information 6 ................................... Year BuiltDescription: Fixtures i Base Area Total SF Living SF Ext Wall Adj Value Repi Value AppendagesActual/Effective I SINGLE 2008 7 1,580 2,331 1,580 CB/STUCCO $104,945 $108,470 Description AreaFAMILYFINISH 220 http://ww-w.scpafl.org/ParcelDetailInfo.aspx?PID=29193150200001050 6/28/2015 Brumback Residence 13 E Adoncia 'Way Samford, FL 32771 t loriaa tswidmg Loge Vnllne i https://www.floridabuildingorgtpr/pr_app_dtl.aspx?param=wGE... t. "js iy.`: Z"-.?r 3`'""+'exx''rt''•'`ik,;k..''''fn a e,,.yS`-. rt. -.. ,rib: - .-r.']6 . ,+.^ .. a a » t i Oyu e'4afLa' 1 fi. M 'I.^ '• !w » e - R' ,G'VN4 -G.i\+. as r, f F d 3 • B Y, sS-°' I=. tip''."'., + irya Depa;tmtrA( BCS Home i Log In i User Registrabon r Hot Topics Submit Surcharge I Stats & Facts publications4 FBC Staff BCS Ste •Map Links I Search j Busfines (`-1 r{IeSSiQ a)*USER: Product Approval Public User Regulation EM-4t d AWMIMAl M= > Product or Seam > eppj0•bon Lst > Application Detail arr"g= FL # FL4904-R7 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By W. Masonite International 19SS Powis Road West Chicago, IL 60185 615)441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com USANFORD 15-2314 Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 RE I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity G Yes G No G N/A Product Approval Method Method 1 Option A 1 of 7/11/2015 5:55 AM r Iortaa imaing code unnne tittps://www.tioridabwldin&org(pr/pr_app_dti.aspx?param=wGE... Date Submitted Date Validated Date Pending FBC Approval Date Approved 04/29/2015 04/29/2015 05/04/2015 FL # ( Model, Number or Name I Description 4904.1 I Wood -edge Steel Side -Hinged Door ( 6'-8" Opaque I/S and O/S Single 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. Certification Agency Certificate FL4904 R7 C CAC NI006110.01.odF Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0128.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 504A.odf Created by Independent Third Party: Yes 4904.2 I Wood -edge Steel Side -Hinged Door ( 8'-0" Opaque I/S and O/S Single Door 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. Certification Agency Certificate FL4904 R7 C CAC NI006110.02.1)df Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0129.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 503A.odf Created by Independent Third Party: Yes 4904.3 I Units edge Steel Side -Hinged Door 16'-8" Opaque I/S and O/S Door w/ or w/o Sidelites 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-FL0128-05. Certification Agency Certificate FL4904 R7 C CAC NI006110.01.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0128.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 502A.Ddf Created by Independent Third Party: Yes 4904.4 Wood -edge Steel Side -Hinged Door 18'-0" Opaque I/S Door w/ or w/o Sidelites 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-FL0129-05. Certification Agency Certificate FL4904 R7 C CAC NI006110.02.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0129.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 501A.Ddf Created by Independent Third Party: Yes 2 of 7/11/2015 5:55 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_appjtl.aspx?param=wGE... 4904.5 Wood -edge Steel Side -Hinged Door 18'-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 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-FL0129-05. Certification Agency Certificate FL4904 R7 C CAC NI006110.02.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0129.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 501A.Ddf Created by Independent Third Party: Yes 4904.6 j Wood -edge Steel Side -Hinged Door l 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites j Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.5/-50.5 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 required. See DWG-MA-FLO130-05 for details. Certification Agency Certificate FL4904 R7 C CAC NI006110.03.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0130.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 502A.odf Created by Independent Third Party: Yes 4904.7 Wood -edge Steel Side -Hinged Door 18'-0" Glazed I/S Door w/ or w/o Sidelites Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40.0/-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 required. See DWG-MA-FLO131-05 for details. Certification Agency Certificate FL4904 R7 C CAC NI006110.04.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 I1 FL0131.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 501A.Ddf Created by Independent Third Party: Yes 4904.8 ( Wood -edge Steel Side -Hinged Door 18'-0" Glazed O/S Door w/ or w/o Sidelites Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45.0/-40.0 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 required. See DWG-MA-FLO131-05 for details. Certification Agency Certificate FL4904 R7 C CAC NI006110.04.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0131.1)df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 501AgdF Created by Independent Third Party: Yes Bads Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessbilty Statement :: Refund Statement Under Florida taw, 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. Rstead, contact the office by phone or by traditional mall. 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 ema8 address if they have one. The emails provided maybe used for official communication with the licensee. However emall addresses are public record. F you do not wish to supply a personal 3 of 7/11/2015 5:55 AM Florida Building Code Online t htlps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... address, please provide the Department with an email address which can be made available to the public. To determine ifyou area licensee under Chapter 455, F.S., please crick here . Product Approval Accepts- 0 RE WAR M Credit Cnrrt K FE 4 of4 7/11/2015 5:55 AM NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI006110.04 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.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X I/S Glazed 37' x 8'0" 40/45 2.86 psf No NCTL-210-3125-1 Single Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FL0131-05 X O/S Glazed 3'0" x 8'0" 45/40 6.75 psf No NCTL-210-3125-1 Single Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-171,0131-05 XX I/S Glazed 6'0" x 8'0" 40/45 2.86 psf No NCTL-210-3125-1 Double Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FL0131-05 XX O/S Glazed 6'0" x 8'0" 45/40 6.75 psf No NCTL-210-3125-1 Double Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FL0131-05 XO/OX I/S Glazed Door 6'0" x 8'0" 40/45 2.86 psf Door -No NCTL-210-3125-1 Single xv/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FL0131-05 XO/OX O/S Glazed Door 6'0" x 810" 45/40 6.75 psf Door -No NCTL-210-3125-1 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FL0131-05 OXO I/S Glazed Door TO" x 8'0" 40/45 2.86 psf Door -No NCTL-210-3125-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FL0131-05 OXO 0/S Glazed Door 9'0" x 8'0" 45/40 6.75 psf Door -No NCTL-210-3125-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FL0131-05 OXXO I/S Glazed Doors 12'6" x 8'0" 40/45 2.86 psf Doors -No NCTL-210-3125-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FL0131-05 OXXO _ O/S Glazed Doors 12'6" x 8'0" 45/40 6.75 psf Doors -No NCTL-210-3125-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FL0131-0- National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer Masonite Lewisville, NC 27023 Report #: 501A 336-945-9695 Date: 12/29/09 Product: Double Door with sidelites 12'x8' 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. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO121-05 DWG-MA-FLO131-05 DWG-MA-FLO148-06 DWG-MA-FLO171-07 DWG-MA-FLO123-05 DWG-MA-FLO133-05 DWG-MA-FLO152-06 DWG-MA-FLO173-07 DWG-MA-FLO125-05 DWG-MA-FLO135-05 DWG-MA-FLO154-06 DWG-MA-FLO176-08 DWG-MA-FLO127-05 DWG-MA-FLO139-05 DWG-MA-FLO161-07 DWG-MA-FLO129-05 DWG-MA-FLO141-05 DWG-MA-FLO163-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw Side member: Douglas Fir -Larch Side member thickness: ts= 1.000 in Side member dowel bearing strength: F = 4,650 psi Minimum required penetration: 1.330 in NDS 2005,11.3) Main member: Spruce -Pine -Fir Main member thickness: t = 1.500 in Main member dowel bearing strength: Fd = 3,350 psi Screw bending yield strength: Fyb = 80,000 psi Duration Factor: Ca = 1.6 Tabulated lateral design value: Z= 107.0 Ibs Allowable Design Value: Z'= 171 Ibs/anchor Mode IV Fastener type: 3/16" ITW Tapcon N.O.A. 07-1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 Ibs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 Ibs Actual edge distance: 2.50 in Design value per interpolation: Z = 189 Ibs Allowable Design Value: Z'= 189 Ibs/anchor Minimum anchor capacity: 171 Ibs/anchor Note: Anchors with the least capacity Is used for calculations to quality anchors with higher capacity. Anchor calculations, minimum required anchors Double. Pressure against stops with bump threshold: 36.38 36.38 Design pressure: 55.0 psft nAl / \ Al T I A2 95.25 Al \ / Al \ 72.75 1 1 of 4 Zone Area ft2) Load Ibs) Ind. in) Max. O.C. in) Anchor ResultCap. Ibs)Qty Load Ibs) Al 2.3 126 N/A NIA 171 1 126 OK A2 9.7 535 6.00 21.00 171 5 107 OK A3 9.7 535 N/A N/A 171 4 134 OK N``51Rt 11.lbif i N J • • - hf 51 J27 TAT OF lS*s 1nf AL 1111111110 Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Luis R. Lomas P_ E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Double. Pressure away from stops: 36.38 36.38 I --i A1I I Al 95.25 I I •• Manufacturer. Masonite Report #: 501A Date: 12/29/09 Design pressure: 55.0 nsf Area Load Ind. Max. Anchor Cap. Q LoadZone Ibs ) in O.C. Result in) Ibs) lbs) A7 12.0 662 6.00 21.00 171 5 132 OK AZ 12.0 662 N/A N/A 171 4 1 165 OK 72.75 Double. Pressure against stops with saddle threshold: 36.38 36.38 Design pressure: 55.0 psf I Al Al Y_ Y_ a2 1 A2 95.25 I 72.75 Zone Area 2ft) Load Qbs) Ind in) Max. O.C. in) Anchor ResultCap. Ibs) Y Load Ibs) Al 2.3 126 N/A N/A 171 1 126 OK Az 10.9 599 6.00 21.00 171 5 120 OK A3 9.7 535 N/A N/A 171 4 1 134 OK A4 12.0 662 WA N/A 171 4 1 165 OK Double with sidelites. Pressure against stops with bump threshold: Design pressure: 55.0 Dsf 37.50 36.38 36.38 37.50 Y_ Y_ IIIYIY_ Al A4 A4 Al 95.25 F 147.75 Double with sidelites. Pressure away from stops: 37.50 36.38 36.38 37.50 Al Al A2 L 1 1 Y 95.25 Al Al , k Zone Area ft2) Load Qbs) Ind. m) Max. O.C. in) Anchor ResultCap. lb.; QtY Load Ibs) Al 2.4 134 N/A N/A 171 1 134 OK A2 10.0 548 6.00 21.00 171 5 110 OK A3 9.8 542 N/A N/A 171 4 135 OK A4 2.3 126 N/A N/A 171 1 126 OK As 9.7 535 N/A N/A 171 4 134 OK Desian pressure: 55.0 osf Zone Area ft2) Load Ibs) Ind. in) Max. O.C. in) Anchor ResultCap. Ibs)Qty Load Ibs) Al 2.4 134 N/A N/A 171 1 134 OK A2 10.0 548 6.00 21.00 171 5 110 OK A3 11.0 605 N/A N/A 171 4 151 OK A4 12.0 662 N/A N/A 171 4 165 OK 147.75 Double with sidelites. Pressure against stops with saddle threshold: 37.50 36.38 36.38 37.50 f 95.25 I k 147.75 2of4 Desian oressure: 55.0 nsf Area ell 5•* 4F s AtZ,Luis R. Lomas P.E. j.t° OR;,41i, \s'kf FL No.:62514 1/7/2010 J i` NA I1`,, s Ai Al Luis R. Loma P. E. 1432 Wooftrd Rd. Manufacturer Masonite Lewisville, NC 27023 Report #: 501A 336-945-9695 Date: 12/29/09 Anchor Locations: Double door with sidelites n 0 n R 8 O I o Nui0W Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. ti 5 R • .L C3 >> IN 1 ••••.'t! i4 'y4C+ +S•ci r TAT OF . tt y \ Luis R. Lomas P.E. FL No.: 62514 3 of 4 1/7/2010 Luis R. L`omas P. E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Anchor Locations: Double door 36.38 -..- I ---- 36.38 6.00 TYR -_4 6.00 TYP. -I+-• 18.19 TYR 3.00 TYP.- L r 6.00 1 16.65 MAX. O.C. 95.25 6.00 Manufacturer. Masonite Report #: 501A Date: 12/29/09 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 4t1 t1111 t1i 5 • to, 4i, TAT OFjr1 Luis R. Lomas P.E. FL No.: 62514 4 of 4 1f7/2010 0 C'LCY.1Oi21C:" C) o SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 8'-0" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES p -=1 O GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE LL1 Q Q Z CL U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, W Lf) UlT) DOES NOT EXCEED THE DESIGN PRESSURES LISTED. O F•- c- In2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED INLLI ACCORDANCE WITH SECTION 2220 OF THE FBC. g 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. x FRAME MATERIAL5. PLASTICS TESTING OF LITE TEST DESCRIPTION DESIGNATION RESULT 1- o.9 ab z w T cd COMPARATIVE TENSILE STRENGTII AFTER WEATHERING n iQ4500HOURSXENONARCMETHOD1g re o o a a in ICI DOUBLE DOOR UNIT W/SIDELITES AddWaolONAMI m ZCedUkalbnNo.: VLo!. ! r a __ RwandByDaleRevlewLd• vL/., Jww oaUSNZZ J O Ofn OQUppWQ W Li SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W,(SIDELITES DOUBLE DOOR UNIT W SIDFLITES WITH SIOELITE WITH SIDELITE w U z ATE 7/I/0 TABLE OF CONTENTS SCALE N.T.S. SHEET if DESCRIPTION SWS1TYPICALELEVATIONS & GENERAL N TES' o• 2 ANCHORING LOCATIONS & DETAILS NGNG NO.: R DRAWDRAY3ANCHORINGLOCATIONS & DETAILS KURT BDA P.E. FLORIDA P.E. DWG-MA-FL0131-0556533 T of 3sHEIT SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSItt ASTM D2843 13.4X TENSILE STRENGTHS ASTM 0638 7.507. DIFF 149' HAX. OVERAII FRAME WIDTH 21 " MAX 36.375" MAX. 37.5" MAX. D.L.O. - PANEL WIDTH FRAME WIDTHW/ASTRAGAL nro x OJ n DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING X 3 .5 40.0 -45.0 45. -40. 19.0 -19.0 45.0 -4D.0 X% 74 40.0 -45.0 45.0 -40.0 19.0 -19.0 45.0 -40.0 OX or XO 75 M10.0 -45.0 45.0 -40.0 19.0 -19.0 45.0 -40.0 OXO 112.5 4 .0 -45.0 45.0 -40.0 19.0 -1 .0 45. -40.0 OXXO 149 40.0 -45.0 45.0 -a0.0 19.0 -I9.0 45.0 -40.0 CL Lo p 00 SEE DETAIL — 6" U p 3" L •E" 3" 6" 6" _ — Z p 1 — I —I I c p n n Lu Z a _U M nN t (, O M pcn a SEE DETAIL _ W N "D., a N - TL N W- W J 2frU pal qqO4 * SEE DETAIL r• 3 a SEED o z A N V. S = of lJ o0 I t 3" — — 3" — — 3 3" T— —I 6.. 6" I— (A In mI3" i 3.. 3- — z 6" — — SEE DETAIL 6" AL1WeIdn10NAAII a F" v Cedwl'on NO.., m I no (. I a - !z `r cWiR9YIC8el10}' % DateReve+ve3 .(1._ jjo 0 10 x 2" ASTRAGAL RETAINER BOLT HOLE a In o s 8 x 2-1/2" MUST BE DRILLED THROUGH o E ¢ THE THRESHOLD & INTO THE 8 x 2-1/2" #10 x 5/8" ® ® STRUCTURE DEEP ENOUGH ^ o o 10 x 1-3/4° FOR A 1.375" THROW mN Q 8 x 2-1/2 ° # 10 x 2" DETAIL "F" AS rn N o10x3/4" .- IG (t/s• TEMP. GLASS) 10 x 5/8" DETAIL "E" ASTRAGAL DOW 995 W/ OPTIONAL DECORATIVE INSERT FRAME DOOR ALUM. STEEL OR BUTYL SPACERATTACHASTRAGALRETAINERBOLT 1 1/2' LUTE STRIKE PLATE TO FRAME gs x 1-1/2' PITSDETAIL "C" AS SHOWN. DETAIL "D" TYPICAL I{'- scALE: N.T.S. 0.962" w SWSt.susDRAWNG NO.; fTcDWG. Y.. OOW995 Cttl(. BY.. INSWING THRESHOLD OUTSWING THRESHOLD K = INTERIOR DWG-MA-FLO13I-05 GLAZING DETAIL sHEEf 2 OF 3 I II I I I— 6,. 6,. ---III 6.- II I 6 3" I `O W a aJ W W O L I II II I II I SEE DETAIL SEE DETAI C" SHT. io 3" - I— c 6 3" I I I c 1 1 1 31- 6., c - 1- 3, E U-TAIL I" SHT. 2 I II I II I 6" I— 3" 3„ —I n W a atn J Ow wK o G 3" 3" 10 I II 6" 6" II ILu Ms ATTACHMENT DETAIL F SHT. 2 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS 1.25" BEING CONSIDERED FOR USE. JAMB, HEAD, AND MIN t_ 0.25" THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE SHIM 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL cL— — SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHORI LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". RY: M 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO TYPICAL MASONRY BACK JAMB UNITS JOINED WITH 1 " X 1 /2" LONG ANCHOR INSTALLATION CORRUGATED EASTERNERS LOCATED 3" FROM EACH END AND MAX 7" O.C. OR # 10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAX 12" O.C. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN LMIN 0.25" ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". cL— I 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO r: TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK ANCHOR INSTALLATION 3"i 3" — — 3" Addendum toNAMI CelldragmNo- N r oo t, r r a - V Rmieww 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 1 o. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM. FULL MORTISE BUTT HINGES scAlr: N.T.S. DWG. DY: SWS CNK. OY: DRAWING NO.: DWG-MA-F10131-05 OF