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Home My WebLink About106 Ellen Pl (2)CITY OF SANFORD PERMIT APPLICATION Permit # : \ ` Job Address:Q Description of Work: Historic District: Permit Type: Building Electrical Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Construction Type: # of Stories: Mechanical Plumbing Fire Sprinkler/Alarm Pool Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair- Residential or Commercial Industrial Total Square Footage: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel M (Attacb Proof of Ownership & Legal Description) Owners Name& Address: 42y A j OSy#y r—Phone:-11D'7 S 2 " 1 ontracto am;dc:Address•-. Stale License Number: tea:&,Fax: Gontad,Person: Bonding Company: Address: > Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 constriction 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTI E: 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 o pe4_ofQ in ca ' t 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. LSD tr/ Z...-.Dated gnatureof;Contractor/Agent 'liar t C O r q TO l So Vd n Own Ag Name—J P&l;eontRkt6Agentts:Name Signatuw' ti .Noq ry- Date Signature of Notary -State of Florida Date s hN COMMISSION # DD 185280 EXPIRES: November 12, ?I108 Snrc v 4r,,&dlhrd8W*Nftg6 tviW Owner/ Agent is Personally Known to Me or \\ Contractor/Agent is _ Personally Known to Me or roducod T S -DO • 3- / _Produced ID APPLICATION APPROVED BY. Bldg: iG Z O (25Zoning: Initial & Date) (Initial & Date) Special Conditions: Utilities: FD: Initial & Date) (Initial & Date) CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, L!E'o r UM KOpMSQA/ , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. 4_4-ti..o4'— 2 & 0 5 OwnerBuilder Signature f - Date i P%0 r ( N rynSO W Print Owner/Builder Name Sig a *Oda Date OF sr NMwwl 2200 Own*& Personally Known to Me or has Produced ID Q Is a- d au- -S -:1, - 1 -6 S,minole County Property Appraiser Get Information by Parcel Number Page 1 of 1 TV J lam' C r • .Lr :•1 APPRAISER G{37 - iw c75bYi F1 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 31-19-31-521-OG00-0270 Tax District: S1-SANFORD Depreciated Bldg Value: $61,479 Owner: ROBINSON LEONARD & Exemptions: 00 Depreciated EXFT Value: $776 PATRICIA HOMESTEAD Land Value (Market): $11,000 Address: 106 ELLEN PL Land Value : $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $73,255 Property Address: 106 ELLEN PL SANFORD 32771 Assessed Value (SOH): $,0 79 Subdivision Name: WASHINGTON OAKS SEC 1 Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $39,079 Tax Estimator SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Tax Value(without SOH): $1,001 WARRANTY DEED 11/2000 03978 1600 $80,000 Improved 2004 Tax Bill Amount: $763 SPECIAL WARRANTY DEED09/1980 01305 1052 $100 Improved Save Our Homes (SOH) Savings: $238 SPECIAL WARRANTY DEED04/1979 01221 0626 $100 Improved 2004 Taxable Value: $37,213 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENT LAND LEGAL DESCRIPTION PLAT Land Assess MethodFrontage Depth Land Units Unit Price Land Value LEG LOT 27 BLK G WASHINGTON OAKS SEC 1 LOT 0 0 1.000 11,000.00 $11,000 PB 16 PG 8 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY1971 5 1,145 1,508 1,145 CB/STUCCO FINISH $61,479 $72,756 Appendage / Sgft OPEN PORCH FINISHED / 52 Appendage / Sgft ENCLOSED PORCH FINISHED / 311 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New CONC UTILITY BLDG1988 168 $776 $1,176 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. If you recently purchased a homesteaded property our next ear's property tax will be based on Just/Market value. re web.seminole_county_title?parcel=3119315210G000270&cpad=ellen&cpad_num=106&211612006 X i eiii i Unit SINGLE DOOR 1 r 1 6 per vertical framing member for M height and smaller 8 per vertical framing member for heights gmater than 7'0" 4 per horlaontal framing member Hinge and strib plates require toe 2-1R" beg screws Per bcalioo. Width of door unit plus 112" Height of door unit plus 114" meWk Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNM COVERED BY COP DOCUMENT 0245% 8286% 32411, 3245, 3261• or 3266 Compliance requires that 8" GRADE 1(ANSI/BHMA A156.16) surface bona be installed on latch side of active door panel — (1) at top and (1) at bottom. Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor cdx4ations have been carried out with the fastener rating from go dlllemnt fasteners being conshdered for use. Jamb and had fasteners analyzed for Oda unit include 10d common nails. Threshold fasteners analyzed for this unit include Liquid Nags Builders Choice 400 (or equal structund adhesive). 2. The common nail single shear design values come from ANSUAF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment of 1-114". 3. Wood bucks by others, must be anchored properly to transfer bads to the structure. ra xoo, a+.w.wr..rd.+.w.r...wv. r- COP/ WL-) CeaRg. 8wleg w) Ma. Overall She (ine.) Ude Needed Ma. Led as (Ms.) Gluing lroe' OP ox1) or odl bn/M Nord Rd. Ted Reoerb' Aeeti OeteO MAO-W4MA) 10180 Oddi NOO-WLaM ) MA0101-02 X 1 36 x 80 1 36 x 60 0 76.0 76.0 Y NM 210.19731-0; CTU-1051W 0001-02 MI-02 MA0102-02 XX 1 72 x 80 1.2 36 x 80 0 55.0 55.0 Y CTLA-772W-Z CTLA-1051 W 0002-02 OOM-02 MA0103-M XO/OX 1 50 x 80 1 36 x 60 0 55.0 55.0 Y CTLA-772W-2. CTLA-1051 W 000;110006 I.02 0003-02 SL 14 x 80 G 55.0 55.0 N MAD104.02 OXO 1 64 x 80 1 36 x 60 0 55.0 55.0 Y CTL A-772W-2; CTLA-1061 W OOOU0007A1041-02 0004-02 SL 14 x 80 G 55.0 55.0 N MAD105-02 OXXO 1 100 x 80 1,2 36 x 80 0 55.0 55.0 Y CM-712W2; CTLA-1051W OOOSM0OMI-02 W05.02 SL 14 x 80 G 55.0 55A N MA0106-02 X i 36 x 96 1 36 x 96 0 70.0 70.0 Y CTLA-77M CM-1051W 0001-02 0001-02 MA0107-02 XX 1 72 x 96 1.2 36 x 96 0 55.0 55.0 Y CTLA-T72W-1; CTLA-1051W OCU-02 0002-02 MA01080 XO/OX 1 50 x 96 1 36 x 96 0 55.0 55.0 Y CTLA-7/2W-1; CM-1051W 00031000810041-02 0003-02 SL 14 x 96 G 55.0 5.0 N MA0109C OXO 1 64 x 96 1 36 x 95 0 55.0 55.0 Y CM-T72W-1; CM-1051W 0004MW7=41.02 0004-02 SL 14 x 96 G 55.0 55.0 N 1 110-02 010f0 1 100 x 96 1.2 36 x 96 0 55.0 55.0 Y CTLA-772W-1; CTLA-1051 W OOVJM14-02 0005-02 SL 14 x BO G 55.0 55.0 N MA0121-02 X 0 36 x 80 1 36 x 80 0 76.0 MO Y NCTL 210.19731-3. CTLA-1051W 0011-02 OWI-02 MAD122-02 XX 0 72 x 80 1.2 36 x 80 0 55.0 55.0 Y CTLA•772W-2, CTLA-1051W 0012-02 0002-02 MAD123-02 XO/OX 0 50 x 80 1 36 x 80 0 55.0 55.0 Y CTLA-772W-2; CTLA-1051W 0013=1610014.02 0003.02 SL 14 x 80 G 55.0 55.0 N MA012442 OXO 0 64 x 80 36 x 80 0 55.0 55.0 Y CTLA-772W-2; CTLA-1051 W 0014=1710041.02 0004.02 SL 14 x 80 G 55.0 55.0 N MA0125V OXXO O 100 x 80 1,2 36 x 80 0 55.0 55.0 Y CTIA-772W-2; CTLA-1051W 0015N018f I-02 0005-02 SL 14 x 60 G 55.0 55.0 N MA0126-02 X 0 36 x 96 1 36 x 96 0 70.0 70.0 Y CTLA-772W; CTLA-1051 W 0011-02 0001.02 MA0127-02 XX 0 72 x 96 1.2 36 x 96 0 55.0 55.0 Y CTLA-772W-1; CTLA-1051W 0012-02 0002-02 MAD128V XO/OX 0 50 x 95 1 36 x 96 0 55.0 55.0 Y CTLA-772W-1; CTUM1051W 0013=16=41.02 OOM-02 SL 14 x 96 G 55.0 55.0 N MA0129-02 OXO 0 64 x 96 1 36 x 96 0 55.0 55.0 Y CM-7n*l; CM-1051W 0014=1711041-02 0004-02 SL 14 x 96 G 55.0 55.0 N MA0130-02 OXXO 0 100 x 96 1.2 36 x 96 0 55.0 55.0 Y CTLA-772W-1; CrLA-1051W 0015I001&WI-02 0005-02 SL 14 x 96 G 55.0 55.0 N Ytle: G.gfeted tested In eowrdm with Merro-O&& Protocol PA202, ASTM E1696 or ASTM E1996 On Im to m r p to 0 v O O t X Glazed Outswing Unit APPROVED ARRANGEMENT: 0 0 Single Door 44"Mu1pat-3rxOr FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panel used does not exceed 31)" x 61". wWN"k "WW 7e TO DO f1Ms o90M /302WTA; 0"0 0°oor l. oo. aa1: na n iis..epti Design Preston 55.0/-55.0 11 1 % bt.rat W80lbafip0 dttlpi b uad. Large Missile impact Resistance Hurricane protective system(shutters)is REQUIRED. AdW d@Mp p == &W MW ' ' m**y= b lot t tO ft k4" dWp and g , g q hk Wd- b dlbmiYitd by A.SU 7 MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0011-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: 1/4 GLASS: 0 DD DD DD DD no no DD tOo Stria 133.135 Sobs 135 SI t an sobs 1/2 GLASS: 11 III DD DD DD DD DD DD 105 SNbt IQ$. ISO Soil• 12i sofa• 1Z RL U WL. 24 PA 107 series• too sofa 304 Sofa sofa' Tab Ow 0 mw do M aW U ee W=ft door d* b*tw 5-wW eft tool in 17.1m Otto 11 1 pope°MAs" Ora *tiptotW" Yd~10WO W" W4 Pop 6 or 10 PREMMIL- Ropoot 0-7TZW-1 Test Results: Test Sequence: PA 202 1. Air Infiltration 2. % Test Pressure Positive 3. K Test Pressure Negative 4. Design Pressure Positive 5. Design Pressure Negative 6. Water Infiltration Positive Direction 7. Full Test pressure Positive 8. -Full Test Pressure Negative 9. Forced Entry Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94 Air at 1.57 psf Actual ADowable Specimen 1 Out -swing 0.00 CFM/SQ FT 0.34 CFM/SQ FT., Specimen 2 Out -swing 0.01 CFWSQ FT 0.34 CFM/SQ FT Specimen 3 Out -swing 0.12 CFM/SQ FT 0.34 CFM/SQ FT Specimen 4 In -swing 0.01 CFM/SQ FT 0.34 CFM/SQ FT WATER ]ON LTRATION TEST Water Infiltration Test was conducts Specimen l- Out -swing Water Specimen 2 Out -swing Water Stamen 3 Out -swing Water accordance PA 202 - 94 10.00 psf for 15 min. Result: o water penetration over sill 10.00 psf for 15 min. Result: No water penetration over sill 10.00 psf for 15 Result: No water penetration over psf for 15 min Result: No water penetration over sill STATIC AIR PRESSURE TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads +75.0 psf, - 75.0 psf. Specimen 1 (Out -swing) Range of test time actual load deflection Positive loads seconds) psf 1/2 Test 30 56.25 Design 30 75.00 Mullion (3) 0.132" Test 30 112.5 Door (1) 0.604" Door (2) 0.635" Mullion (3) 0.219" perm. set N/A 0.138" 0.169" 0.034" Page 6 of 10 PRMdDOL- Rcpart Test Results: - Test Sequence: PA 202 1. Air Infiltration 2. % Test Pressure Positive 3. % Test Pressure Negative 4. Design Pressure Positive 5. Design Presssure Negative 6. Water ]infiltration Positive Direction 7. Full Test pressure Positive 8. Full Test Pressure Negative 9. Forced Entry riV-n-a I:V;1 I ";VV Cs)a Air Iteration Tests were conducted in accordance with DCBCCD PA 202-94 Air at 1.57 psf Actual Allowable . Specimen 1 In -saving 0.01 CFM/SQ FT 0.34 CFWSQ FT., Specimen 2 Out -swing 0.009 CFM/SQ FT 0.34 CFM/SQ FT , Specimen 3 Out -swing 0.01 CFM/SQ FT 0.34 CFINSQ FT Specimen 4 Out -swing 0.00 CFM/SQ FT 0.34 CFM/SQ FT Specimen 5 Out -swing 0.07 CFM/SQ FT 0.34 CFM/SQ FT WATER INFILTRATION TEST 9.0 ' 1 Water Infiltration Test was conducted in accordance with DCBCCD PA 202 - 94 Specimen 1 In -swing Water @ 0.00 psf for 15 min. Result: No water penetration over sill Specimen 2 Out -swing Water A 9.00 psf for 15 min. Result: No water penetration over sill Specimen 3 Out -swung Water @ 9.00 psf for ISnin. Result: No water penetration over MH Specimen 4 Out -swing Water C3a 9.00 psf for 15 min. Result: No water penetration over sill Specimen 5 Out -swing Water.® 9.00 psffor 15 min. Result: No water penetration ov STATIC AIR PRESSURE TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads Range of test Positive loads D2 Test Design. Test 55.0 psf, - 60.0 psf. Specimen 1 (In -swing) time actual load seconds) psf 30 45.00 30 60.00 30 82.50 deflection Mullion (3) 0.418" Door (1) 3.740" Door (2) 1.730" Mullion (3) 0.926" N/A 0.135" 0.118" 0.033 Vim" Page 4 of 8 JZEMMK Repwt-mw 4) SEQUENCE OF TESTS PERFORMED X X Specimen 1 Specimeaa-2, 3, &4 Deflection Gauges Set At Boxes 1, 2 & 3 — Measuremenft were taken with three CDI 5" dial indicators: location #1 SN993413562, location #2-SN 001516610, location #3-SN 992539153 Test Results: Test Sequence: PA 202 1. Air Infiltration 2. % Test Pressure Positive 3. K Test Pressure Negative 4. Design Pressure positive S. Design Pressure Negative 6. Water Infiltration Positive Direction 7. Full Test pressure Positive 8. Full Test Pressure Negative 9. Forced Entry AIR 1NFiZTRATION Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94Airat1.57 psf Aqua! Allowable • Specimen 1 In -swing 0.04 CFWSQ FT 0.34 CFM/SQ FT • Specimen 2 Out -swing 0.00 CFWSQ.FT 0.34 CFM/S Q FTSpecimen3Out -swing 0.02 CFM/SQ FT 0.34 CFWSQ FTSpecimen4 . Out -swing 0,02 CFM/SQ FT 0.34 CFWSQ FT WATER INFII,TRATTON TEST 7 z), b Water Infiltration Test was conducted in accordance with DCBCCD PA 202 — 94Sen1In -swing Water @ 0.00 psf for 15 min. Result: No water pmtmlion over siUSpecimenZOut -swing Water @10. p or 15 min. Result: No water penetration overSpecimen3Out -swing Water @ 10.5 psf for 15 min. Result: No water penetration over sillSpecimen4Out -swing Water @ 10.5 psf for 15 min. Result: No water penetration over s Masonite Exterior Door Products - 3 - TEST RESULTS (Cont.) Specimen No. 1- Inswing 5.2.6 Water Penetration 5.0 gph/ft2 WTP=2.86 psf (15 min.) No Leakage 5.2.5 Uniform Loads NCTI,--210-2929-1 No Leakage Full Load - 30 seconds Permanent Set 114.0 psf exterior 0.309" 0.318" 114.0 psf interior 0.013" 0.318" TEST RESULTS Specimen No. 2 - Inswing 5.2.7 Air Infiltration - ASTM E283 1.57 psf (25 mph) 0.1 cfm/ft2 0.2 cfm/ft2 0.11 cfm/ft2) 5.2.4 Design Loads - 30 seconds Deflection 76.0 psf exterior design pressure 0.439" 0.453" 76.0 psf interior design pressure 0.098" 0.453" 5.2.6 Water Penetration 5.0 gph/ft2 WTP=2.86 psf (15 min.) No Leakage No Leakage 5.2.5 Uniform Loads 5.2.7 5.2.4 5.2.4 A 5.2.6 Full Load - 30 seconds Permanent Set 114.0 psf exterior 0.317" 0.318" 114.0 psf interior 0.096" 0.318" TEST RESULTS Specimen No. 3 - Outswing Air Infiltration - ASTM E283 1.57 psf (25 mph) 0.1 cfm/ft2 0.2 cfm/ft2 0.11 cfm/ft2) Design Loads - 30 seconds Deflection 76.0 psf exterior design pressure 0.121" 0.453" 76.0 psf interior design pressure 0.440" 0.453" Water Penetration 5.0 gph/ft2 WTP=8.25 psf (15 min.) No Leakage Uniform Loads No Leakage Full Load - 30 seconds Permanent Set 114.0 psf exterior 0.161" 0.318" SS0 Masonite Exterior Door Products 5. NCTI.-210-2930-1 TEST RESULTS (Cont) Specimen No. 8.Out9wing 5.2.4 Water Penetration 5.0 gphlft= WTP=8.25 psf (15 min.) 5.2.5 Uniform Loads Full Load — 80 seconds 82.5 psf exterior 82.5 psf interior No Leakage No Leakage Permanent Set 0.045a 0.818" 0.082" 0.818" Permanent set measured readings recorded using a shaft encoder -digital deflection measurer and were taken at the upper corner of slab opposite hinges. Deflection taken at midspan of the vertical mullion. Note: At the conclusion of testing there was no damage to the specimen. Locks remained engaged and normal operation of the door was observed. Two (2) mill visqueen was used for uniform static loads and did not affect the specimen porformanco. FORCED ENTRY RESISTANCE TEST RESULTS Specimen No. 1.2. and 8 Para. No. Title of Test Measured Allowed 8603.2 Hand & Tool Manipulation No force applied Meets As Stated 8603.2 Hand & Tool Manipulation 3001bf. Meets As Stated 3603.2 Hand & Tool Manipulation 3001bf 150 lbf perpendicular Meets As Stated The specimen tested meets the criteria of Chapter 36 of the South Florida Building Code for Forced Entry Resistance. Note: All forces were attached to the active door panel within 8" of the locking devices in the direction that it would tend to be opened and simultaneously perpendicular. At the conclusion of the testing, no damage to the specimen or hardware was observed. Pull test forces of 8001bf were achieved by use of geared pull along devices and measured with Dillon Force Gauges. viand and Tool Manipulation was performed with steel wiw screw driver and heavy duty putty knife. 0) Masonite Exterior Door Products - 4, NCTL-210-2930-7 Para. No. 5.2.7 5.2.4 TEST RESULTS Specimen No. 7 - Outswing Title of Test Measured Allowed Air Infiltration - ASTM E283 1.57 psf (25 mph) 0.1 cfm/ftz 0.3 cfm/ft2 0.08 cfm/ft2) Design Loads - 30 seconds Deflection 50.5 psf exterior design pressure 0.338" 0.453" 50.5 psf interior design pressure 0.310" 0.453" 5.2.6 Water Penetration 5.0 gph/ft2 WTP=7.60 psf (15 min.) No Leakage 5.2.5 Uniform Loads 5.2.7 5.2.4 C2.6 5.2.5 5.2.7 No Leakage Full Load - 30 seconds Permanent Set 75.8 psf exterior 0.038" 0.318" 75.8 psf interior 0.042" 0.318" TEST RESULTS Specimen No. 8 - Outswing Air Infiltration - ASTM E283 1.57 psf (25 mph) 0.1 cfm/ft2 0.3 cfm/ft2 0.04 cfm/ft2) Design Loads - 30 seconds Deflection 50.5 psf exterior design pressure 0.440" 0.453" 50.5 psf interior design pressure 0.201" 0.453" Water Penetration 5.0 gph/ft2 WTP=7.60 psf (15 min.) No Leakage No Leakage Uniform Loads Full Load - 30 seconds Permanent Set 75.8 psf exterior 0.306" 0.318" 75.8 psf interior 0.008" 0.318" TEST RESULTS Specimen No. 9 - Outswing Air Infiltration - ASTM E283 1.57 psf (25 mph) 0.1 cfm/ft2 0.3 cfm 0.01 cfm/ft2) t