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Home My WebLink About136 Carmel Bay Dr�, CITY OF SANFORD PERMIT APPLICATION Rr&ED j APR 2 -5 2005 Permit # : Or Date: 4xil l� Job Address: /26 6077rl )0411 1 Description of Work: dK / Historic District: Zoning: Value of Work: $ / U y� Permit Type: Building ✓ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool :r Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempot"dry Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial ` Occupancy Type: Residential ✓ Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: L 26"-(/ — 0 000 / (Attach Proof of Own ship & Legal,,91 scrip/tion) }( C// OWners,Name dAddress: 1)hrr ,R //Z/i cL/a,- Y ///',"i :f/ rte V jall fid 142 I? k ?;// —7 // / Ph Contractor Name & Address: � C,A jP ears. .1G� C / Z 41 ely)OG� (� // 7 / p // tate Licew�e Num er: Phone & Fax: 7 G/ U�6 �0�!lJ yO��p/�Ol/i';.?j Contact Person: � l/� C/C�� Phone: �f471a%l0 ��1'O 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. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perforated 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. 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 maybe additional Hermits reouired from other eovemmental entities suA as water minanementstrirtc, cr3tc agencies; or federal. agencies. Acceptance of permit is verification that I will notify the owner of the property of the Signature f Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of FloridaDate �.V"�, Cornwe C SCAmidf My C 1�mi Own/ ent i� Ak�o�Q Produced ID APPLICATION APPROVED 13Y: Bldg , iJ Zoning: (Initial & Date) Special Conditions: S n Florida ien ' w FS V3. ;5 ontractor/Agent's Name 1;//01 S /o�x Signatur of Nota -State of Florida Date DEBBIE BLANTON MY COMMIS 10N # D Contra or/�• �.,; �#LQt11ll'c Udo 2�t2007 br P dt13i�TARY Flt Y �+Y 6iscount Assoc. Co. Utilities: 1=D: (Initial & Date) (initial & Date) (Initial & Date) From: Phyllis Nicholas 407-249-0710 To: Dan Decker Date: 4111/2005 Time: 4:47:48 PM Page 1 of 2 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total $1937.43 ETA 4/16 Ci/Sanford TP- fbgl 407 323-3914 0264 BAR, t L I � M-s$st. r Foe EK 64 y D►via:Jor�wa .CPA, ASA PROP. E'M SG?rfli�liDi.ECQIJKlYFL: ii. ., . t1ENI Faesrs7 CARMEL MAY DR ." sas�eo, s7t-14iH8 - r 407.5W 75M 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 33-19-30-519-0000- Number of Buildings: 1 Parcel Id: 0400 ax District: S1-SANFORD T Depreciated Bldg Value: $135,052 Owner: MORSE STEPHEN & Exemptions: 00- WANDA-LEE HOMESTEAD Depreciated EXFT Value: $1,768 Land Value (Market): $25,000 Address: 136 CARMEL BAY DR Land Value Ag: $0 City, State,ZipCode: SANFORD FL 32771 Just/Market Value: $161,820 Property Address: 136 CARMEL BAY DR SANFORD 32771 Assessed Value (SOH): $117,689 Subdivision Name: MONTEREY OAKS PH 2 REPLAT Exempt Value: $30,000 Dor: 01 -SINGLE FAMILY Taxable Value: $87,689 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $2,424 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $1,727 SPECIAL WARRANTY DEED 01/2001 04005 1075 $124,200 Improved Save Our Homes (SOH) Savings: $697 WARRANTY DEED 11/2000 03949 0274 $290,000 Vacant 2004 Taxable Value: $84,261 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 40 MONTEREY OAKS PH 2 REPLAT PB 58 PGS 22-23 LOT 0 0 1.000 25,000.00 $25,000 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Heated Ext Wall Bid Est. Cost Num Bit SF SF SF Value New 1 SINGLE 2001 9 1,120 2,614 2,170 CB/STUCCO $135,052 $137808 FAMILY FINISH Appendage / Sgft GARAGE FINISHED/ 420 Appendage / Sgft OPEN PORCH FINISHED/ 24 Appendage / Sgft UPPER STORY FINISHED/ 1050 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 2001 240 $1,768 $2,040 NOTE: Assessed values shown are NOT certified values and therefore ars subject to change before being finalized for ad valorem tax purposes. " * If you recently purchased a homesteaded propertV Vour next ear's property tax will be based on Just/Market value. http://www.sepafl.org/pls/web/re_web.seminole_county title?parcel=33193051900000400... 4/11/2005 LIMITED POWER OF ATTORNEY I hereby name and appoint: I v1�lt h_b1L_!—Printed Name of Appointee Dow _Company Name of Appointee to be my lawful attomey-in-fact to act for me in applying to �7 X� 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 appointment: --_�— Section Z Township —__— Range Subdivision _— Block Ig _�_/ / Z _ t Jr------------PmjectAddress -----Owner of Property 12Z��/12rfSC� —�r ��17�/� 2%%� Owner Address Signed:---- cer9fied contractor signature Date: Certified Contractor: Al.) L / —— printed name dd GG Contractor License #:_ CBG IZ�yLL-- , State of Florida ) County ofl"y6LYA) Sworn to and subscribed befor me this day of of 01 i Z)tf-(name to me or who has produced Notary Publi" Comrrissi wpm: FOMVOrwr of alto ney/042501AN who Jd141_V (seal) ---- _- __ 1^^Y 4,., BRYANT K. ROBINSON P. MY COMMISSION # DD 269995 EXPIRES! November25, 2007 R , bonbon thni Na ly pLOb Una 9rwrnars JI Morse Residence 136 Carmel Bay Drive Sanford, FL 32771 Opening will meet 35 PSF +/- requirement NAN YA PLASTICS CORPORATION / PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 5'4" x 6' 8" DESIGN PRESSURES Configuration: X, OXO, XO, OX TESTS Certifying Florida Engineer Test Description OPAQUE Test Date Test Report # and License Number GLAZED Uniform Static National Certified Testing Lab Description Door Size Pressures Drawing # Description Door Size Pressures Drawing # Single 2'0" x 6'8" +80 -80 99-01 Single 2'0" x 6'8" +75 -80 99-04 Single 2'4" x 6'8" +80 -80 99-01 Single 2'4" x 6'8" +64 -77 99-04 Single 2'6" x 6'8" +80 -80 99-01 Single 2'6" x 6'8" +60 -71 99-04 Single 2'8" x 6'8" +80 -80 99-01 Single 2'8" x 6'8" +56 -67 99-04 - Single 3'0" x 6'8" +80 -80 99-01 Single 3'0" x 6'8" +50 -60 99-04 Single w/sl 2'8" x 6'8" +60 -60 99-01 Single w/sl 2'8" x 6'8" +50 -60 99-04 Single w/sl 3'0" x 6'8" +60 -60 99-01 Single w/sl 3'0" x 6'8" +50 -60 99-04 Configuration: X, OXO, XO, OX TESTS Certifying Florida Engineer Test Description Test Lgcation Test Date Test Report # and License Number ASTM E-330-90 Uniform Static National Certified Testing Lab 11/03/1997 210-1987 Barry Portnoy Air Pressure Orlando Florida 04/01/1998 210-2024 P. E. No. 16258 HAMA 1302.5 Forced Entry National Certified- Testing Lab 11/03/1997 210-1987 Barry Portnoy Orlando Florida 04/01/1998 210-2024 P. E. No. 16258 ASTM E283-91 Air Infiltration National Certified Testing Lab 11/03/1997 210.1987 Barry Portnoy Orlando Florida 04/01/1998 210-2024 P. E. No. 16258 ASTM E331-96 Water National Certified Testing -Lab 11103/I997 210-1987 Barry Portnoy Penetration Orlando Florida 04/01/1998 210-2024 P. E. No. 16258 Product Accep- taiBce/Label No: DSK -222 Nan Ya Plastics Corporation / I'laslpro, Gtc. 9 Pcach Tree. Hill Road, Livingston, N.J. 07039 1-800.779-0561 FINAL ANCHORING OF WOOD FRAME � �P TO 5'4 x 6'8 SINGLE INSWING UNIT W/WO SIDELITES PRODUCT ACCEPTANCE No.: DS1222 4• t o (zjJ 14' TYP. -D' O 14' TMP. -O m 0�r • 'B 04' TMP. =0 ,E rd a 1/2• �O O� 14' TYp. 30, 'B' �M 14' TVP. . SCREW_ SCHEDIAX to X 5 ,�PN�LEJPS k1A7 HFi1D 117 : t r� PMUJF FLAT IfEAO SO to x 2 p JUT ml 10 x 31 PM UPS FLAT NERD �1 4y"..' �- m�' m CD Sine: up to 544.\ 6`8 Ihaav g (wood jamb) Configuration: X, OXO. XO; OX 2'0 2'4 2"6 2;>t,.,..,. 3'0 Q► +80 -80 +80 -80 +80 -80 +Sll -80. rg0 -80 W/Sidelites +50 -60 +60--60 Sin&Qwxl +75--80 +64 -77 +60 -71 +56. -67 +50 .1 W/Sidelites m �50-60 belm ---t L+ -41L 471--4 s a vLH' !l 3 ° "D" RIME DETAIL WHEN SOC= IS ArrACM0 0 NNW "& A KJ SCREW MW ✓1F !USED �V7E�WWtp OF A � SCREW AND A /SCREW PER SCREW ,SCHEDULE SEE LOCK MFG. INSTRUCTmN5 -S' LATCH DETAIL MEN SIDEUTE tS ATTACHED TO LATCH .LAwL! USE /8 X. 1 1/4' pH#:lJP3 �'fAT HEAD SCREWS LN S7RWE- PLATES. ANO d SCRiw WPLACE OF / t% FROM mrFptix E 5 1 1 taHt: sir LOCK KMA FAc7uRERs M-Mcm 6 INSWING UME99W . F]ARRIER-FREE Thr°dwM Product AccLptaact No: DSI -222 Sine: up to 544.\ 6`8 Ihaav g (wood jamb) Configuration: X, OXO. XO; OX 2'0 2'4 2"6 2;>t,.,..,. 3'0 Single Opaque +80 -80 +80 -80 +80 -80 +Sll -80. rg0 -80 W/Sidelites +50 -60 +60--60 Sin&Qwxl +75--80 +64 -77 +60 -71 +56. -67 +50 .1 W/Sidelites �50-60 '`-VW w& (Door does not mat Missile Impact) Test # 210-1987,210-2024 Mfg. by: Nan Ya Plastics / Pl� Livingston, NJ 07039 / N 1464 GEMINI BOULEVARD • ORLANDO, FLORIDA 32837 PHONE (407) 240-1356 • FAX (407) 240-8882 NCTL Report No.:NCTL-210-1987-1.2.3.4 DC Not No.:NCTL-97040 Date: May 3,1999 N CTL Certification No.: 98-0430.01 Test Dates: November 3,1997 March 12, 1999 Test Hm aested ft — Plastpro Inc. 9 Peach Tree Hill Road Livingston, N7 07039 Phone 973.994.7705 Facsimile 973.994.7701 Tests Conducted: PA 202 (with no deviations) Design Pressures - Specimens 1,2 Outswing Positive 80.0 PSF Negative 80.0 PSF. Specimens 3,4 Inswing Positive 80.0 PSF Negative 80.0 PSF (1) DESCRIPTION OF UNIT: Model DesiWation Distinction Series Fiberglass Door — as per drawing No. 99-01 sheets 1 through 4 and drawing No. 99-02 sheets 1 through 4. OvErAR Sin - Specimens 1,2 (outswing) 37.5" wide x 80.625" high x 4.57' deep Specimen 3 ("inswing) 37.5" wide x 81.625" high x 4.57' deep Specimen 4 (inswing) 37.5" wide x 81.375" high x 4.57" deep Cmnfauration - X No. & Size 9—f Doors - Specimens 1,2,3 & 4 (1) Active., 35.75" wide x 7925 tall x 1.75" thick (2) MATERIAL CHARACTERISTICS: Frame and Door Material - Finger jointed pine jambs and fiberglass panels over a urethane core. France Construction - The head jambs and side jambs are finger jointedpine measuring 4.5625" x 1.25" kwfed to receive weather-stripping (drawing No. 99-P1). The head and jambs are mortised, butted and joined using (3) .4375" crown x 2" long x 0.086" diameter wire staples. Specimen 1 and 2 were tested with an outswing aluminum bump threshold measuring 4.875" deep x 0.75" high (drawing No. 99-P2). Specimen 3 was tested with an aluminum adjustable inswing threshold measuring 4.875" deep x 0.75" high (drawing No. ,99-P3). Specimen 4 was tested with an aluminum hydrosill inswing threshold measuring 4.875" deep x 1.5" ugh (drawing No. 99-P3). �--- g� PROFESSIONALS IN THE SCIENCE OF TESTING ✓t-�r.��/ 9 Pap 2 0f9 PLstpw hw- RgmdNa NM210.1997-1,2,3,4 panel Construction — Each panel. is constructed from 0.090" thick fiberglass skins. The interior cavity of each door is filled with rigid polyurethane. The vertical edges of the slab consist of glued interlocking fiberglass joints(dmwing No. 99-02 sheet 2 of 4 vertical cross section). The horizontal edges consist of the fiberglass skin glued to the wood block at top and to the rigid PVC foam insert at bottom (drawing No. 99-02 sheet 2 of 4 horizontal cross section). �lazi�a�: Qslazina Material - N/A Glaznan Method - N/A fiDavla�Pub Opening - N/A Weather-striaCompression (1) row header, (1) row sill and (i) row length of each jamb (drawing No. 99-P5). Schlegel Q -Lon foam pad (2) one at each bottom comer of jamb at threshold. Vinyl door sweep (1) (drawing No. 99-P7). Hardware - Specimens 1,2,3 & 4 (1) Kw1&set 200 Latchbolt @ 45.5" from the top of the door panel. (1) Kwikset 660 deadbolt @ 40" from the top ofthe door panel. (3) 4" butt type hinge @ 9.5"7 40" and 69.5" from the top of the door panel. Weeohoies - None Mnmtens - N/A Iteinforeemeut — U-shaped steel 0.079" thick x.4375 deep x 6" long at each hinge(drawing No_ 99-P6). S t - Latex caulking as needed to seal jamb to opening. Screen - N/A Ad All specimens were installed in a wood test buck and tested to PA202 with no deviations. (3) INSTALLATION: Screws and Methoa 2 Attacbuaent - Sill: None Header None lambs: (16) # 8 x 2-1/2" PFH W . t each side at 6" from top of jamb and 10" on center continuous. 2 !! 1 Page 3 of9 Piasipm Ina Report No. NCfL 210.1987-1,2,3,4 Test Results Test Sequence; PA 202 1. Air Infiltration 2. 75 MPH (with secondary locks disengaged) 3. Water Infiltration 4. I/2 Test Pressure Positive 5. '/2 Test Pressure Negative 6. Design Pressure Positive 7. Design Pressure Negative 8. Water Infiltration Positive Direction 9. Full Test pressure Positive 10. Full Test Pressure Negative 11. Forced Entry SPECIAMN 1 (Outswing) Deflection Gavages Set At Xs ASTM E283-91 X ASTM E330-96 ASTM E331-93 ASTM E330-96 ASTM E330-96 ASTM E330-96 ASTM E330-96 O ' ASTM E331-93 ASTM E330-96 ASTM E330-96 rxj SFBC Chapter 36 x Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94 . Air at 1.57 psf Actual Allowable Specimen 1 Outswing .01 afm/ft2 .34 cfin/ft2 SINGLE AMON LOCKMG / CLOSING PROCEDURE: (Test conducted with single lock engaged) Uniform Load Structural 14.4 psf (positive) = 75 mph 30 second load duration 14.4 psf (positive) = 75 mph No apparent damage WATER HOMTRATION TESTS Water Infiltration Test was conducted in accordance with. DCBCCD PA 202 — 94 Single action locking / closing procedure 15% of 75 MPH WTP=2.16 psf positive W1P=7.50 psf positive Fifteen (15) minute duration Passed —No Entry Fifteen (15) minute duration - Passed — No Entry- Rap 4of9 PhWM jam ReportNo. NCTL 21U-1987-1,2,3,4 iPECBH EN 1 Cont. STATIC AIR PRESSURE TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 .Resign Loads + 80.0 psf, - 80.0 psf. Specimen 1 (outswing) Range of test time actual load deflection perm. Bet' Positive loads (seconds) psf 1/2 Test 30 60.0 Design 30 80.0 Test 30 120.0 0.104" 0.042" Range of test time actual load deflection perm. set Negative loads (seconds) psf 1/2 Test 30 60.0 Design 30 80.0 Test 30 120.0 0.365" 0.276" allowable Perm. Set (0.40/9 of 80.625" span) = 0.3225" FORCED (ENTRY US7[' Forced Entry Test was conducted in accordance with DCBCCD PA 202-94 Spm a Time Kilt Specimen 1 37.5" wide x 80.625" high 30 seconds (Door remained locked & shut) A 3001b. Pull in the direction that would open the specimen 6" above the locking hardware. SPECEMN 2 (Outswing) AIR INFILTRATION Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94 Air at 1.57 psf Actual Allowable pecimen 2 Outswin;Pp,�ft .02 .34 c6in/ft2 /ff 4 Pa8e5 of9 Pladpw Ing Report No. NCrL 210-1987-1,2,3,4 SPECII M 2 Con SINGLE ACTION LOCKING / CLOSING PROCEDURE: (Test conducted with single lock engaged) Uniform Load Structural 30 second load duration No apparent damage 14.4 psf (positive) = 75 mph 14.4 psf (positive) = 75 mph WATER INFILTRATION TESTS Water Miltration Test was conducted in accordance with DCBCCD PA 202 — 94 Single action locking / closing procedure 15% of 75 MPH VITP=2.16 psf positive Fifteen (15) minute duration Passed — No Entry WTP=7.50 psf positive Fifteen (15) minute duration Passed — No Entry STATIC AIR PRESSURE TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads ^Zange of test Positive loads 1/2 Test Design Test + 80,0 pa, - 80.0 psL time actual load (mss) psf 30 60.0 30 80.0 30 120.0 Specimen 2 (ontswing) deflection perm set 0.151" 0.049" Range of test time actual load deflection perm. set Negative loads (seconds) psf 1/2 Test 30 60.0 Design 30 80.0 Test 30 120.0 0.331" 0.255" Max. allowable Perm. Set (0.4% of 80.625" span) = 0.3225" FORCED ENTRY TEST Forced Entry Test was conducted in accordance with DCBCCD PA 202-94 SMcimen Sim rime Resin Specimen 2 37.5" wide x 80.625" high 30 seconds (Door remained locked & shut) k 3001b. Pull in the direction that would open the specimen 6" above the locking hardware. 0 ��f9� 5 Page 6 of9 phstpM hm Report No N M 210-1987-1,2,3,4 SPECIMEN 3 (Inswing) "II C 1, 4 1; Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94 Air at 1.57 psf Actual Allowabl Specimen 3 Outswing .04 cfm/ft2 .34 cfm/ft2 SINGM ACTION LACKING / CLOSM PROCEIDIIRE: (Test conducted with single lock engaged) Uniform Load Structural 14.4 psf (positive) = 75 mph 30 second load duration 14.4 psf (positive) = 75 mph No apparent damage WATER INFILTRATION TESTS . Water Infiltration Test was conducted in accordance with DCBCCD PA 202 — 94 -Single action locking / closing procedure 15% of 75 MPH WTP=2.16 psf positive Fifteen (15) minute duration Passed — No Entry WTP=2.86 psf positive Fifteen (15) minute duration Passed — No Entry STATIC AIR PRESSIIRE TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads + 80.0 psf, - 80.0 pof. Specimen 3 (Inswing) Range of test time actual load deflection perm. set Positive loads (seconds) psf 1/2 Test 30 60.0 Design 30 80.0 Test 30 120.0 0.398" 0.245" Range oftest time, actual load deflection perm. set -Negative loads (seconds) psf 1/2 Test 30 60.0 Design 30 80.0 Test 30 120.0 0.104" 0.062" Max. allowable Perm. Set (0.40/co of 5" span) = 0.3265" &7,0 6 Page 7 of Plastpro Ina Report No. NCTL 210.1987-1,2,3,4 �'_SPECIiV 3 Cont.. FORCED ENTRY TEST Forced Entry Test was conducted in accordance with DCBCCD PA 202-94 Specimen Size Time Result Specimen 3 37.5" wide x 81.625" high 30 seconds (Door remained locked dt shut) A 3001b. Pull in the direction that would open the specimen 6" above the locking hardware. SPECIMEN 4 (Inswing) AIR IN)FIL.TRATION Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94 ,--,Air at 1.57 psf Actual Allowable ;pecimen 4 Outswing .14 cfm/ft2 .34 cf n/ft2 SE'4GLE ACTION L(?CEjNG / CLOSING PROCEDURE: (Test conducted with single lock engaged) Uniform Load Structural 14.4 psf (positive) = 75 mph 30 second load duration 14.4 psf (positive) = 75 mph No apparent damage . WATER 11NMTRATION TESTS Water Infiltration Test was conducted in accordance with DCBCCD PA 202 — 94 Single action locking / closing procedure 15% of 75 MPH WTP=2.16 psf positive Fifteen (15) minute duration Passed - No Entry WTP=2.86 psf positive Fifteen (15) minute duration Passed — No Entry Page 8 49 Pk4to Ina Report No. NCM 210-1987-IX3,4 '-'SPECIMEN 4 Cont STATIC AYR PRESSURE TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads + 80.0 psf, - 80.0 psf. Specimen 4 (Inswing) Range of test time actual load deflection perm set Positive loads (seconds) psf U2 Test 30- 60.0 Design 30 80.0 Test 30 120.0 0.299" 0.197" Range of test time actual load deflection perm. set Negative loads (seconds) psf 1/2 Test 30 60.0 Design 30 80.0 Test 30 120.0 0.114" 0.088" Max. allowable Perm. Set (0.4% of 81.625" span) = 0.3255" FORCED ENTRY TEST Forced Entry Test was conducted in accordance with DCBCCD PA 202-94 Specimen Sly Time Result Specimen 4 37.5" wide x 81.375" high 30 seconds (Door remained locked & shut) A 3001b. Pull in the direction that would open the specimen 6" above the locking hardware. NOTE ALL SPECIMENS: The 75 MPH test was performed with single latch engaged. The y2 Test, design and Test were performed with all locks engaged. The door panel remained engaged and was operable before and after all tests 1 Page 9 of 9 Plempro Inc. Report No. NGrL-210-1987-1,2,3,4 Note: 1) A 2 mill polyethylene film was used on the tests and it is the opinion of the undersigned that they had no influence on the results of these tests. 2) Deflection and permanent set measurements were taken using a shaft encode -digital deflection measurer. 3) Pull test forces of 300 lbs. were achieved by use of geared pull along devices and measured with Dillon Force gauges. Remarks: Detailed drawings were available for laboratory records and compared to the test specimens at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four (4) years. Submittal drawings numbered 99-01, sheets 1 through 4; 99-02, sheets 1 through 4 and part drawings numbered 99-P1 through 99-P7 and marked with the NCTL stamp are a part of this report. Disclaimer. This test report was prepared by National Certified Testing Laboratory (NCTL� for the exclusive use of the above named client, it does not constitute certification of this product The results are for that particular specimen tested and does not imply the quality of similar or identical products manufactured or installed fiom specifications identical to the tested product. NCTL is a testing lab and assumes that all information provided by the client is accurate and does not guarantee or warranty any product tested or installed. Observers: Dade County Witness: All Test Witnessed Bv: Lon Huang - Plastpro Inc. Mark Ho - Plwtpro Inc. George Chen - Plastpro Inc. Not Present Barry Portnoy, P.E. Michael Lane - NCTL John Williams - NCTL David Yahner - NCTL NATIONAL CERTIFIED TESTING 6LABORATORIES, SNC. W��,..:� aJO LIAMS Tec ic' 9 -` / � a 001, BARRY D. PORTNOY, P.E. NO. 16258 STATE OF FLORIDA RECEIVED APR 2.5 2005