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Home My WebLink About170 Kelly Cir (2)Job Addre Parcel ID: CEIVED CITY OF SANFORD BUILDING & FIRE PREVENTION FEB 16 2016 PERMIT APPLICATION Application No • Documented Construction Value: $ ss: / is*Historic District: Yes No 12 - 2 0 -3 0- 1 1- 0 0 0 O- 6d,50 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: -Pzr o vim- Do cyr S 1 2 e—o c- -T12. e-- Plan Review Contact Person: 'L: hl jj)(I onn -y— Title: 4su (` r Phone: Ll 0 7- cl a 1- 0.3 on Fax: Email: 4s- J,)122 t/S-P G (. rci p, Property Owner Information Name o iO C 651' Phone: Street: %n YP V Ci r Resident of property? : l je g City, State Zip: sae I A. FL 3 u 7 :: -? Contractor Information Name CG o k e ce<ii1 rzg CI _- Phone: Street: C iC) kJ (u 1nl(fr }- 0.c-K {D r- Fax: City, State Zip: e`Se f-'L State License No.: Cf3C_ 12S/6 3_rl Arch itect/ Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: 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 the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5ei Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application / NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based 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 Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date C'A PZgnaWm Ag is Name o -State of Florida bate LISA ANTONINI Notary Public - State of Florida My Comm. Expires May 21, 2018 oiiE t tir/Ag Yi4i ssion x F ei s c ri all wn to or c eo BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: D—V7-16, UTILITIES: ENGINEERING: COMMENTS: I: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: ID - Revised: June 30, 2015 Permit Application REQUIRED E-4SP ECTIION SEQUENCE Utw1e OPFLOING PERMIT Min Max Ins ection IlDeseru Lion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof RoofDry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final .Solar Final ,Roof Final Stucco / Siding Insulation Final Final Utility Building 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 Addr.tpcc! /710 v4iA \1 n.Z) 1Ca L.s'`L:9'.'l1iL'l../lryLa Ll l LL`il[VJI9•' . V v1 `/ •' Minn Max 71-n4eetn®n IlDesen-At-ll®nnElectric Underground Footer / Slab Steel Bond Electric Rough T.U: G. Pre -Power Final Electric Final min Max ins, ectiou IIDesen°n .tn®n Plumbing Underground Plumbiniz Sewer Plumbing Tub Set Plumbing Final lI,ECEl- AN-1CAU[IRE MET min Max ITns, ectio I<Deseen 4nonn Mechanical .Rough Mechanical Final Min Max tGas Underground Gas Rough Gas Final r , WORK PERFORMED AT: a TO: y a DATE YOUR WORK ORDER NO. OUR BID NO. All Material is guaranteed to be as specified, and the above work was performed in accordance with the drawings and specifications provided for the above work and was completed in a substantial workmanlike manner for the agreed sum of This is a Partial Full invoice due and payable by: Month in accordance with our Agreement Proposal No. Dated a&ms NC3822 Month Day Year Day Year 1 wklom U11a q,CPA Parcel View: 12-20-30-511-0000-0250 i Page 1 of 2 q Property Record Card i-dt8 i Parcel: 12-20-30-511-0000-02504PPOwner: GARCIA VALENTIN & DIOSANDY A & ACOSTA SILFREDO Property Address: 170 KELLY CIR SANFORD, FL 32773 Parcel: 12-20-30-511-0000-0250 Property Address: 170 KELLY CIR Owner. GARCIA VALENTIN & DIOSANDY A & ACOSTA SILFREDO Mailing: 170 KELLY CIR SANFORD, FL 32773-7355 Subdivision Name: MONROE MEADOWS Tax District: Sl-SANFORD Exemptions: DOR Use Code: 01-SINGLE FAMILY KEL•L--Y•el A 4 Tax Amount without SOH: 2015 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad VaremloAssessments Legal Description LOT 25 MONROE MEADOWS PB46PGS16& 17 Taxes Value Summary 2016 Working Values 2015 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 66,412 64,079 Depreciated EXFT Value Land Value (Market) 14,000 14,000 Land Value Ag Just/ MarketValue 80412 78,079 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 Assessed Value 80,412 78,079 1, 589.01 1, 589.01 0. 00 Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 80,412 0 80,412 Schools 80,412 0 80,412 City Sanford 80,412 0 80,412 SIWM( Saint Johns Water Management) 80,412 0 80,412 County Bonds 80,412 0 80,41 a Description Date Book Page Amount Qualified Vac/Imp QUIT CLAIM DEED 7/1/2007 06753 1557 65,800 No Improved QUIT CLAIM DEED 7/1/2005 05808 0339 100 No Improved SPECIAL WARRANTY DEED 4/1/1997 03235 1557 74,0D0 No Improved CERTIFICATE OF TITLE 1/1/1997 03188 0610 100 No Improved SPECIAL WARRANTY DEED 10/1/1996 03197 0205 100 No Improved WARRANTY DEED 1/1/1994 02714 0514 71,100 Yes Improved rmo wmparaDie saes wimm mis ouoaiwswn Land Method Frontage Depth Units Units Price Land Value LOT 0 1 0 1 14,000.00 14,000 Building Information hq:// www.scpafl.org/ParcelDetailInfo.aspx?PID=12203051100000250 1/4/2016 CPA Parcel View: 12-20-30-511-0000-0250 Page 2 of 2 Description Year Built Fatures Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 SINGLE 1993 6 1,114 1,706 1,114 CONC 66,412 72,980 FAMILY BLOCK Description Area OPEN PORCH 104FINISHED GARAGE 488 I FINISHED Permits Permit # Type I Agency Amount I CO Date Permit Date 03385 Addition - Residential Sanford 5,375 1 7/14/2005 Extra Features Description Year Built Units Value New Cost No data to display http://www.scpafl.org/ParcelDetaiUnfo.aspx?PID=12203051100000250 1/4/2016 nopmrmiw=pu Page 1 of 1 4^ t 1 arcel: RECORD COPY Building # Page # 1 11 0, 0, Note:Click on image to drag. 38 REVIEWED POR ODE COMPLIANCE SANF )RD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A PLAN MINER LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL ATE CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 24 BIAS 33 Z- 19 w] RF 524 6OILoiN\ SAAIFORD gnTM% http://www.scpafl.org/footprint.aspx?PID=12203051100000250 1/4/2016 II>R lY lrl+ii ll 11 u City of Sanford Building d Preventiontih Product Approval Specification Form Permit # Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildino.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Dab r FG S I - Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 n i -1 mq N Category/ Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category/ Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Page 1 of 5 MI,,,:,' r r FUW Deditl atd BCIS Home Log In I User Registration Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map I Links I Search BusinesProfessik r' '.'.'. Product Approval t USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail L FL # FL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. 2 Validation Checklist - Hardcopy Received Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE.Ddf Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/ W DMA/CSA 101/I. S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 2/22/2016 Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 04/28/2015 04/29/2015 05/07/2015 06/23/2015 Summary of Products Go to Page = a ® ® Page 1 / 2 FL # Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS213 R2 II Inst 15213.1.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.1 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.1.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.2 b. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 II Inst 15213.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.2 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.2.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.3.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.3.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.4 d. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.4.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.4 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.4.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.5 I e. Smooth/Wood Grain/White Wood I 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL15213 R2 II Inst 15213 5,pdf Verified By: Lyndon F. Schmidt, P.E. 43409 2/22/2016 roplastp5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series Fiberglass Door INSWING / OUTSWING IMPACT' GENERAL NOTES 1. This product has been evaluated and is In compliance with the 5th Edition 2014) Honda Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El996 and Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET 6 DFSCRIPTION 1 Typical elevation, design pressures, & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring -1 X buck masonry construction 7 Bill of materials & components 37. 50" MAX. O.A. FRAME WIDTH C9 Z z y HSo 5: 2 Saw K LU O o X o 0 co ILL ILL IG( V,CRESSURE(ASF)a a- ,._ :.,; _- POSITfVt * 1V - ATIVEs INSWING 37.50" x 82.00" +65.0 -70.0 OUTSWING 37.50" x 80.37" +65.0 -65.0 O U in Qf Ln L• Z y c sae UN •• 0 cvt7xZu o N" m a. a. D 4 0 E oZ chi Cti A 0Q W Z O- ZW OW dW it Cr JMG- By: JK cw. er: LFS FL- 15213.1 Er 1 OF 7 35.75" MAX. DOOR PANEL WIDTH DOOR ANEL ERIOR ERIOR 1HORIZONTAL CROSS SECTION 2 25 TOP RAILCellularPVC 14 BOTTOM RAIL Ce WarPVC T 2 S0 T i L REINFORCEMENT WOOD For lock 1.alr I I Y. HINGE 8 LATCH S11LE Reinforcement I — .40' T- 0- T EO 4 INGE 8 LATCH SOLECa1. VC INTERIOR EXTERIOR k I f NN V Low Dom -1= M- 91;k=9 e nw o wro J10 Zomo U of ••Z v Z OZUm ro 9 OW N raj co OIL co a, v aOc 0z a w d VERTICAL CROSS SECTION sOkLE: N.T.S. 2 JI M. BY: JK CHK. 91. LF$ FL-15213.1 Ef `_L OF J 1-1/4"MIN. 1 2 • *• // EMB. (TYP.) 4 4 p • '- tn 2 4 12 23 Z• •A 30 a 6 UN•: v v Z zU16oE. m e 4o INTERIOR 2 1 a a" 'm a a a- 3 3 LLo 3 0zc318 3. Ui 17 y2O a. U W 32 31 EXTERIOR 21 ? v, 1 3 3 HORIZONTAL CROSS SECTION a D m z 3 Shown w/l X sub -buck 3 4I o 1-1/4"MIN. 4 4 1-1/4"MIN. $ a= EMS. (TYP.) EMB. (TYP.) a a 5 4 o.1s^ 0.15" 3 5 m 6 r CSINK CSINK > TYP.) (TYP-) 12 23 23 12 s Enz 6 W n ° fn 16 40 6 a! INTERIOR INTERIOR 16 o C z h a w § e q e O " z On 6 31 EXTERIOR EXTERIOR — 02 16 12 z 13 Scue N.T.S. ° 3 8 21 40 27 4 MG. BY. dK m 1 2 HORIZONTAL CROSS SECTION 1 cft ar: LFS 3 3 Outswing shown -inswing 1 HORIZONTAL CROSS SECTION d 3 Outswingshown-iruwing : FL-15213.1 Hahoapprovedalsoapprovedoro sKU 3 OF 7 LD 5 u G . 4. a 11 O llll ZM dr1 'rY', i``y UN•• Z 3 Za 30 OOIT v v i pZV 9ooa SmS 2 4 l maaE! u7 9 i` o aoZ d 40 40 12 16 h a 16 23 12 ova 6 623 z$ N EXTERIOR INTERIOR EXTERIOR INTERIOR a m 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION a 4 ' inswing 4 Shown w/lx sub buck aproveWd S a m EXTERIOR INTERIOR EXTERIOR INTERIOR I 40 0 0 N 0 V) 0 40 6 g 10 y u, 16 28 15 1 N 1 W Q h Z m enDnDAM 02 16112 i scam- N.T.S. ° 1 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION owc. BY: JK mm 4 Outswing configuration 4 Inswing configuration crac ar: LFS DRAWWC NO.: 0: FL- 15213.1 m 0 SFIEET ¢ Of 7 N 4- to TYP. HEAD & JAMBS r% 2X BUCK OdW MASONRY1OPENING RUCKANCHORiNG HINGEJAMB CONCRETEANCHOR NOTES: 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortarldints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" d1menslon ore not exceeded. 3. Concrete anchor table: Hox,-., cHolf MIN. CLEARANCE,., MIN'CLEARANCE; EMBEDMENT E: bbs ANCHOR ITW TAPCON 1/4" 1.1/4" 2" 4" ELCO ULTRACON 1/4" 1-1/c 1. 4" WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8"edge distance, l"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. 67 to 7 2X—/ BUCK 6 TYP. HEAD & JAMBS FRAME MASONRY OPENING 0 Lu x N FRAME ANCHORING STRIKE JAMB Mosorq 2X buck construction HINGEJAMB STRIKE PLATE DETAIL A, ze Ln — i 2. I , w-- - 77 z Ra Z* a cq z E 2 w 6 olLVauq IL E - z c L4 BY. JK L BY-. LFS AN -- NO; 2 1FL_ 15213.1 rr 5 0F 7LO n r 6" 30 TYP. HEAD & JAMBS BUCK MASONRY — OPENING U z0 T, HINGEJAMB FRAMEANCHORING CONCRETE ANCHOR NOTES: Masonry I X buck construction I. Conmte anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarloints. 2. Concrete anchor locations noted as "MAX ON CENTER" must be adjusted to maintain the min. edge distance to mortar Joints, additional concrete anchors may be required to ensure the "MAX ON CENTER" dimension are not exceeded. 3. Concrete anchor table: 11CHOMIN; R 1,1N,CLEARANCE'. MI CLEARANCE, Ntiy09A i.-TWASONRY:,:4 ANCHOR EDGE:. 1TW TAPCONV VIC 1-1/4- 2" 4" ELCO ULTRACONO 1/4' 1.1/4" 1. 4" TA 311V 1.1/4' 3" 1.1/7 WOOD SCREW INSTALLATION- NOTES: 1. Maintain a minimum 518" edge distance, I" end distance, & I"o.c. spacing of wood screws to prevent the spriffing of wood. STRIKEJAMB HINGE JAMB STRIKE PLATE DETAIL re C- 0P' s 0 Z' g; 6 Z0C4 0z(J, 4 Ev E 31 0 X9" a. 0 . V) LZ q M d Qz 9! d Ez Be": JKY:y' LFS0 WNG40.: 0. 3FL- 15213.1 E'r 6 0 7 or _L4 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 MASONRY -3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 2 1 X BUCK SG >= 0.55 WOOD 3 2X BUCK SG >= 0.55 WOOD 4 Ile MAX. SHIM SPACE 5 11 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 6 10 x 2-1 IT PFH WOOD SCREW STEEL 8 49 x 3/4" PFH WOOD SCREW STEEL 9 DOOR SKIN MIN.0.075'THICK) FIBERGLASS 10 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 10A VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. VINYL 11 REINFORCEMENT WOOD FOR LOCK WOOD 12_ FINGER JOINTED PINE JAMB WOOD 13 9 x 2-1 /4" PFH WOOD SCREW STEEL 14 BOTTOM RAIL CELLULAR PVC 15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. / WOOD 15A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. / WOOD 16 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 16A I COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 17 KWIKSETKEYEDENTRY-SIGNATURESERIES STEEL 18 KWIKSETDEADBOLT- SIGNATURE SERIES 780 STEEL 20 POLYURETHANE FOAM BY NANYA POLYURETHANE 21 4" x 4" BUTT HINGE STEEL 23 POLY FIBER JAMB COMP. / VINYL 24 HINGE & LATCH STILE CELLULAR PVC 25 1 TOP RAIL CELLULAR PVC 26 1 DEADBOLT STRIKE PLATE STEEL 27 LATCH STRIKE PLATE STEEL 28 OUTSWING BUMP THRESHOLD ALUM. / WOOD 29 HINGE & LATCH STILE REINFORCEMENT LVL 30 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 31 9 x 1" PFH WOOD SCREW STEEL 32 1 /4" x 3-IX PFH ITW CONCRETE SCREW STEEL 33 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL 40 DOOR PANEL -,SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS n cy 4.56" RZF 2 12' — 47 I-- 2.43" 12 JAMB DJUSTABLE INSWING SILL N ^ 4S6 2.43' —^I 23 POLY FIBER JAMB 4.56" N 1 OUTSWlNG BUMP THRESHOLD ofa 9 rwNg z° 0 c LS 3d 0 a; M cn O M co Z U N •• O Z 0 Ld9o0IL maD.E 5.62" LLLLLS obi, DATE 0211611 e SME N.T.S. M. BY: _ JK cwc. Br. LFS 15 AL> IUSTABLE INSWING SIU DRAWING NO- FL-15213.1 SHEEP _L OF %