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Home My WebLink About2550 Hartwell Ave1 et?.. i V7rv- CITY OF SANFORD BUILDING & FIRE PREVENTION JAN, 41 2916 PERMIT APPLICATION Application No: Avel4db. 60 TGf/ D timented Construction Value: $ orOV4& Job Address: -7 ir '1•3Z 3Historic District: Yes [ No Parcel ID: l - 2 0 " F ~ Residential Commercial s%' Type of Work: New Addition AIteration Repair'W Demo Change of Use iMove f Description of Work: Y Ct % 94 6-1 dJ- C,r l ue 13 C Cr rct:sl• ringre Plan Review Contact Person: -3-C4-6(C"- `A 5..4,3 I Ln Title: D TD Phone: Fax: Email: Property Owner Information Name SVID. WL Phone:3 Street: SL,5-5 0 A- Resident of property? • /'_ City, Staie Zip: l? ; f1 ,d r' , tr t" a T : i^ [t;l7t,;le, i A 1 _ C_ °o• -t `+actor Informption _ t.. , Pr , I ! (1 " '? t Y#Y! Name Jfi(w-S o.,.s rir j`Irii -GG ten- Phone: 2-: Z 7 —, Street: ov,,c c I Z Fax: City, State Zip: State License No.: G I S 77 ArchitectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail:' Bonding Company: Mortgage Lender: Address: 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit 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. it 1( 16. - Signature of Owner/Agent , Dat re of Contractor/Agent Date Roq 6 qpr—1 r:=- A I N 0 (E J IV,.) Print r/ en' am Print Co to ge 'sN e % I G' gna - Mau,, te Si a e puic state ofNotaubHcSNotaryWesleyAWesleyAHolland My CommissbMyCommis*m EE 166413 16 Expires 04Expires 04/09!20OwnerAgen1MeorContrrgentisPersonallyKnowntoMeor Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: 1- 13 -I6, 'S UTILITIES: WASTE WATER: ENGINEERING: BUILDING: 1-13-0- Revised: r Revised: June 30, 2015 Permit Application INSPECTION SEQUENCE BP# 16-240 ADDRESS: 2570 Hartwell Avenue BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell 20 Sheathing — Walls Sheathing — Roof Roof Dry In 10 Frame 30 Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'1) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use 1000 Final Building (Other) Car damage REVISED: June 2014 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 Rough Plumb 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 SCVA Parcel View: 01-20-30-504-3500-0040 http://www.scpafl.org/ParcelDetaillnfo.aspx?PID=01203050435000040 p rF,q Property Record Card YpE/Yc Parcel: 91-20-30-504-3500-0040 PRiJ'7 i Owner: ROSELEA VILLAS INC Property Address: 2550 HARTWELL AVE SANFORD, FL 32771 Parcel: 03-20-30-504-3500-0040 F Property Address: 2550 HARTWELL AVE Owner: ROSELEA VILLAS INC Mailing: 225 PORCHESTER DR SANFORD, FL 32771-7756 Subdivision Name: DREAMWOLD Tax District: Sl-SANFORD Exemptions: DOR Use Code: 03 -MULTI FAMILY 10 OR MORE 0 Legal Description Value Summary r— 2016 Working 2015 Certified i Values Values i Valuation Method I................. IncomeIncome i Numberof Buidings 5 5___—_ i Depreciated Bbg Value DREAMWOLD w Depreciated EXFT Value Y Land Value (Market) E : i Land Value AgI' . _._ .............. j( t i Just/Market Value SARfrA $988,315 $988,315 1 Portabilty Adj A Save Our Homes Adj $0 $0 f •I_ f Amendment 1 Adj , $0 $43,595 I! Assessed Value $988,315 : $944,720 Id I! Tax Amount wtlwut SOH: $19,568.54 2015 Tax Bil Amount $19,568.54 E Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Nan Ad Valorem Assessments LOTS 4 TO 16 1 BLK 35 DREAMWOLD PB4PG99 1 Taxes Taxing Authorty Assessment Value Exempt Values 1 Taxable Value 1 u County General Fund 988,315 0 € 988,315 Schools 988,315 0 988,315 I City Sanford 988,315: 0 988,315 SIWM(Sai t Johns Water Management) 988,315 ' 0 ' 988,315 I l County Bonds 988,315 , 0 988,315 1 Sales Descrptlon Date Book Page Amount Qualified VagImp TRUSTEE DEED 10/1/2003 05090 1652 783,600 No I Improved WARRANTY DEED 4/1/2001 04581 1972 100 1 No I Improved WARRANTY DEED 14/1/2001 04585 1063 100 No j Improved QUIT CLAIM DEED 7/1/1993 i 02635 0882 685,000 ; No Improved WARRANTY DEED 6/1/1985 1 01646 0511 81,300 No j Vacant i I WARRANTY DEED 3/1/1983 1 01458 0968 69,500 ' No i Vacant TRUSTEE DEED 11/1/1978 01208 1 0577 65,000 No i Vacant TRUSTEE DEED 1/1/1976 01103 1508 100 No Vacant i Fhd Comparable Saps wthh this Subdivision 1 Land 1 of 3 1/11/2016 2:37 PM 8C}APuzuo View: Ol-2O'3O-5O4' 500'0040 bttpl20305O435000O4O MedW Depth Units Units Price 30 $5,GOO.00 $150,000 MULTIFAMILY 198/ MULTIFAMILY 1987 Description At!a OPEN PORCH FINISHED OPEN PORCH FINISHED OPEN PORCH FINISHED WOOD SIDING WITH WOOD 2 -- _:: : 1 5,544 OR METAL STUDS OPEN PORCH FINISHED OPEN PORCH 8 FINISHED OPEN PORCH FINISHED OPEN PORCH FINISHED 2 Description OPEN PORCH 8 FINISHED OPEN PORCH FINISHED 8 OPEN PORCH FINISHED 8 WOOD SIDING WITH WOOD OR METAL STUDS OPEN PORCH FINISHED OPEN PORCH 8 FINISHED i OPEN PORCH FINISHED OPEN PORCH FINISHED WOOD SIDING WITH WOOD 5,544 $274,123 1 $311,503 OPEN PORCHORMETALSTUDS FINISHED 1/11/2016 2:37 PM Year Descrotbn Actua Stories SF Ext Wal L- ReplVaUe Appendages Description Area 1 MULTIFAMILY 1985 1 1,738 WOOD SIDING WITH WOOD 87,695 $101,089 OPEN PORCH FINISHED OR METAL STUDS OPEN PORCH FINISHED Description Area OPEN PORCH I FINISHED OPEN PORCH FINISHED OPEN PORCH FINISHED 2 MULTIFAMILY 1985 1 5,544 WOOD SIDING WITH WOODORMETALSTUDS 263,797 $304,089 OPEN PORCH FINISHED OPEN PORCH I FINISHED OPEN PORCH FINISHED OPEN PORCH FINISHED MULTIFAMILY 198/ MULTIFAMILY 1987 Description At!a OPEN PORCH FINISHED OPEN PORCH FINISHED OPEN PORCH FINISHED WOOD SIDING WITH WOOD 2 -- _:: : 1 5,544 OR METAL STUDS OPEN PORCH FINISHED OPEN PORCH 8 FINISHED OPEN PORCH FINISHED OPEN PORCH FINISHED 2 Description OPEN PORCH 8 FINISHED OPEN PORCH FINISHED 8 OPEN PORCH FINISHED 8 WOOD SIDING WITH WOOD OR METAL STUDS OPEN PORCH FINISHED OPEN PORCH 8 FINISHED i OPEN PORCH FINISHED OPEN PORCH FINISHED WOOD SIDING WITH WOOD 5,544 $274,123 1 $311,503 OPEN PORCHORMETALSTUDS FINISHED 1/11/2016 2:37 PM http://www.scpafl.org/ParcelDetaillnfo.aspx?PID=O 1203 05043 5000040 OPEN PORCH 8 FINISHED OPEN PORCH 8 FINISHED OPEN PORCH 8 FINISHED OPEN PORCH 8 FINISHED OPEN PORCH 8 FINISHED OPEN PORCH 8 FINISHED Permits I ... ........ Permit # I! Type Agency Amount CO Date I Permit Date 00463 Addition - Commercial Sanford $2,400 11/25/2003 00606 Addition - Commercial Sanford $2,250 12/1/2000 Extra Features DescrVion Year But Unts Value New Cost IRON FENCE 1/1/2000 445 $1,335 $2,225 6' WOOD FENCE $2221/1/2000 222 $222 — 3 of 3 1/11/2016 2:37 PM Strasberg ContractConstruction +, Development 360 Golf Brooke Circle #102 Longwood/FU32779 CGC1515757 STRASBERG 321-287-7111 Date: Billing Address: Company: i / i Name Address: 5 ti,. ---4City/State/Zip j2 -77 3 — VC 6e j L c, Lf a ha.du,*( ; I `6Gfi 60 Florida Building Code Online Page 1 of 3 ili7 , l% • rr r r amr FbWa Ilpr»rM)entd( BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications I FBC Staff I BCIS Site Map I Links I Search Busines * USER:Professi i Product Approval Regulation PERMIT # Product Approval Menu > Product or Aoolication Search > Application List > Application Detail IL FL # FL4940-R7 Application Type Revision Code Version 2014 Application Status Approved 5 000fff *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 615) 441-4258 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 06/01/2015 Date Validated 06/03/2015 Date Pending FBC Approval Date Approved 06/06/2015 h4://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtLTLgVRkEjBf... 1/13/2016 Florida Building Code Online FL # Model, Number or Name I Description 4940.1 Metal -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, do not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Max DP = +/- 76.0. When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA- FL0132-05 for additional information. Page 2 of 3 Certification Agency Certificate FL4940 R7 C CAC NI006115.01.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4940 R7 II FL0132.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4940 R7 AE 504B.odf Created by Independent Third Party: Yes 4940.2 Metal -edge Steel Side -Hinged Door Units 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4940 R7 C CAC NI006115.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4940 R7 II FL0132.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, do not exceed the design pressures listed. 12'-0" x Evaluation Reports 6'-8" max nominal size. Max DP = +/- 55.0. When large FL4940 R7 AE 502B.odf missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FL0132-05. 4940.3 Metal -edge Steel Side -Hinged Door Units 8'-0" Opaque I/S and O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4940 R7 C CAC NI006115.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +48.3/-48.3 Installation Instructions Other: Evaluated for use in locations adhering to the FL4940 R7 II FL0133.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, do not exceed the design pressures listed. 12'-0" x Evaluation Reports 8'-0" max nominal size. Max DP = +/- 48.3. When large FL4940 R7 AE 501B.odf missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FL0133-05. 4940.4 Metal -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 FL4940 R7 C CAC NI006115.03.odf 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 FL4940 R7 II FL0134.Ddf Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, do not exceed the design pressures listed. 12'-0" x Evaluation Reports 6'-8" max nominal size. Max DP = +/- 50.5. When large FL4940 R7 AE 502B.odf missile impact resistance is required, hurricane protective Created by Independent Third Party: Yes system is required. See Installation drawing DWG-MA- FL0134-05 for additional information. 4940.5 I Units IMetal-edge ntsl- edge Steel Side -Hinged Door 18'-0" Glazed I/S and O/S Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +43.0/-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, do not exceed the design pressures listed. 6'-0" x Certification Agency Certificate FL4940 R7 C CAC NI006115.04.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4940 R7 II FL0135.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtLTLgVRkEj Bf... 1/13/2016 Florida Building Code Online Page 3 of 3 8'-0" max nominal size. Max DP = +43.0 / -45.0. When FL4940 R7 AE 501B.Ddf large missile impact resistance is required, hurricane Created by Independent Third Party: Yes protective system is required. See installation drawing DWG- MA-FLO135-05 for additional information. Back 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 :: 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 emalladdress If they have one. The emalls 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: M Credit Gaal E -_SAFE http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtLTLgVRkEj Bf... 1/13/2016 o - A ' " SIDE -HINGED METAL -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS. BUT IS REQUIRED ON GLAZED SIDELITES. 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL, xcr ncenoiorinr.I nCCI(!MAT1nM pmIllT SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM 02843 13.48 TENSILE STRENGTH- ASTM D638 7.50% DIFF COMPARATIVE TENSII.t 7SIKLNUIN MILK TMAIMMINW 4500 HOURS XENON ARC METHOD 1 TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES ANCHORING LOCATIONS & DETAILS ANCHORING LOCATIONS & DETAILS 149' MAX. OVERALL FRAME WIDTH 21" MAX 36.375" MAX. D.L.O. PANEL WIDTH FRAME MAX' W/ASTRAGAL FRAME WIDTH m Go E W ' 0 co AWeAmtoW Ceff aft Na:. Ns oo tii n ,r-- DATE i [o w a 'y state: N.T.S. DM. a+: SWS KURT BALTHAZOR cw. BY. FLORIDA P.E. DRAWNG NO.: 156533 DWG-MA-FLO132 sHIfT I of 3 SEE DETAIL C" 6*— SEE DETAIL 6 E. 3" 3' 3", ;z P -- - 31 I 1 1 16" 6" 6" 6" I w a B AO6 A w B 0 6" 3" II 6' Ir 6' II Y J Y z 3.13' 3, 3' Y 3, 3. 6" SEE DETAIL 6" F' w IL SEE DETAIL U) -D- j v l c:l- iO 8 x 2-1/2" # 10 x 2" #8 x 2-1/2" 10 x 3/4*, 8 x 2-1/2"#9 x 3/4" 10 x 3/49 x 3/4" 10 x 2DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" STRIKE PLATE TO FRAME AS SHOWN. rte• THRESHOLDINSWING 0.9621 T OUTSWING THRESHOLD TEE DETAIL V AftcdntoKW Cedif 6on IM,:. Ns oo ui RWWM By. 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL ALUM.% 1/OPTIONAL TYL DECORATIVE INSERTDOW832 AY. STEEL OR BUSPACER 1/2" BITE 16 X 1-1/2" PHS h DOW 832 «•~.jM y-:+ amglo ,r,TERIQs TYPICAL GLAZING DETAIL p Rp sCA E: N.T.S. DWO. BY.. SWs C«. BY. 0132-09 of 3 ATTACHMENT DETAIL 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 BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4'. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2' MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4, MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. mom 0 a r 6" 3 c 6' rl -d - 31 I I I II s' 6" I I I i SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 0 aa J a w w B I II II I II I 3" --I -- ti 8w3 " 6" 0.25" HARDWARE SCHEDULE MAXSHIM 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES TYPICAL MASONRY ANCHOR INSTALLATION MIN" T- —4. q— SHIM CL --I 1— TYPICAL WOOD BUCK ANCHOR INSTALLATION 4-9/16" MIN JAMB ca co o 0 J Q (n o W o _UCL LInU 0) 9 0 a 1"X1/2" CORRUGATED #lOX2" WOOD SCREW (2 10X2— 2" 3' FROM EACH END 6" FROM EACH END 0 1 D SCR S AND 7" OC AND 12" OC EACH END I ffi-- ALCART& CAULK atE 7 25 OS A, cW I N.T.S. CAULK CL om.IM SWS cm BY. COMBINATION COMBINATION COMPOSITE MWIHG No.: MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) Dn-MA_FLo132-05 slim 3 of 3