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HomeMy WebLinkAbout179 Woodridge Trl 04-658 Front door0 CITY OF SANFORD PERMIT APPLICATION r Permit # : v A V Lo _ Date: Job Address: Description of Historic utstrict: Lonmg: 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 Value of worK: 3 1 -+ 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: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: __ (FEMA form required for other than X) Parcel #: -54 - b fry -/U&U p Owners Name & Address: I[ lel& li <E114 Contractor Name & Address: Attach Proof of Ownership & Legal Description) Phone: w%/ 81WIP4 Cl_ • W/VJfl/yiIYIY, t, . 3 Z70$ `St -ate License Number: C 8C, (Z Sd f 9 / y Phone & Fax: /IZ j4(p-92 3 1 '7 694' / l0 Contact Person: ;bay Z)'&'& Phone: y0%- 0t10-1/ D 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 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. 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 ' 4vr, ficatio that [will notify the owner of e pr perry of the requirement f Florida Lien Law, F 713. Signature of Owner/Agent D to Signature of Contractor/Agent Date Print Own gent's Name t Contractor/Agent' ame Signature of Notary -State of Florida to[SirtureofNotary-State Florida .; _..Date tier/Agent isgally KtLgwq (vjtp e o /1 ( roduced ID r ( hLTL I APPLICATION APPROVED BY: Bldg 1 .Z—L9,-0— Zoning: Initial & Date) Special Conditions: MY CUMrllvi3::X CC 921808 Contractor/Agent I is xpiPerso al }r Known M PQuced ID R, Utilities: FD: Initial & Date) initial & Date) Cynthia A Bungo V " My Commission DD033408 ti Expires June 12, 2005oF Initial & Date) From: Phyllis Nicholas 407-206-3292 To: Dan Decker Date: 12/2/2003 Time: 5:45:28 PM Page 1 of 1 Seminole County Property Appraiser Get Information by Parcel Number Page I of 1 Total $135,6.71 ETA 12/15 Ci/Sanford South MW - fbgl 407 330-4791 264 PARCEL DETAIL iul L" 't` .' ,!;">i fit Back . w - 71 t4, .. .F 7 7`'" i List `t' drill r yti t, V-. ir*g-S`C. tilt axhk:*r.i•fi. «"."l-t M: 'rl:".. `t`' 5,i'"+. 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-30-5GS-0000- Tax District: S1-SANFORD Number of Buildings: 1 0400 Depreciated Bldg Value: $90,184 BEEN RICHARD & 00- Owner: KELLIE Exemptions: HOMESTEAD Depreciated EXFTValue: $2.080 Address: 179 WOOD RIDGE TRL Land Value (Market): $24,300 City, State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 179 WOOD RIDGE TRL SANFORD 32771 Just/Market Value: $116,564 Subdivision Name: KAYWOOD REPLAT Assessed Value (SOH): $116,564 Dor: 01-SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $91,564 SALES Deed Date Book Page Amount Vac/Imp 2003 VALUE SUMMARY WARRANTY DEED 04/2001 04071 0680 $127,500 Improved 2003 Tax Bill Amount: $1,923 WARRANTY DEED 04/1997 03227 0579 $85,000 Improved 2003 Taxable Value: $92,150 WARRANTY DEED 08/1986 01924 1774 $100 Vacant DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 07/1986 01749 0808 $89,000 Improved ASSESSMENTS Find Comparable Sales within this Subdivision LEGAL DESCRIPTION PLAT LEG LOT 40 & PT OF LOTS 9A & 10A DESC AS LAND BEG NLY MOST COR LOT 9A RUN S 68 DEG 27 Land Assess Method Frontage Depth Land Units Unit Price Land Value MIN 50 SEC E 35.78 FT LOT 0 0 1.000 24,300.00 $24,300 S 67.21 FT W 87.99 FT N 43 DEG 39 MIN W 20 FT N46DEG 21 MIN E 95 FT TO BEG KAYWOOD REPLAT PB 30 PGS 27 & 28 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1986 6 2,462 1,844 CB/STUCCO FINISH $90,184 $96,453 Appendage / Sgft OPEN PORCH FINISHED / 20 Appendage / Sgft GARAGE FINISHED / 598 EXTRA FEATURE Description Year Blt Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/GONG FL 1992 192 $980 $1.632 FIREPLACE 1986 1 $1,100 $2.000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax rposes. If you recent!y purchased a homesteaded propetly your next ear's propeily tax will be based on JUSbManket value. http://www. scpafl.org/pls/web/re_web.seminole_county title?PARCEL=3219305GS0000... 12/2/2003 10/21/03 05:57 PM EOT via VSI-FAX Page 3 of 3 #20282 OF FAX PURCHASE ORDERS COVER SHEET Date: 10/21/2003 Page: 1 FROM: THE HOME DEPOT FAX: (800) 426-6791 STORE 0263: FOREST CIT PHONE: (800) 908-9105 Ext. 882 W STATE RD, 436 ALTAMONTE SPRINGS, FL 32714 TO: DECKER DOORS INC DECKER DOORS INC INSTALLER # 50052192 724 BROOKS COURT WINTER SPRINGS, FL 32708 FAX: (407) 696-7356 Ext. PHONE: (321) 206-3234 Ext. TOTAL NUMBER OF PAGES TRANSMITTED: 2 TOTAL NUMBER OF PURCHASE ORDERS TRANSMITTED: 1 IF YOU DO NOT RECEIVE ALL OF THE PAGES LISTED ABOVE, PLEASE DISREGARD THIS ORDER AND CALL THE SPECIAL SERVICES DESK - 800) 908-9105 Ext. . - IMMEDIATELY'. I REVISIONS PERMIT # DATE ADDRESS 'TQ CONTRACTOR PH # FAX # DESCPRITION OF REVISION: UTILITIES FIRE BLDG f)A From: Phyllis Nicholas 407-206-3292 To: Dan Decker Date: 12/18/2003 Time: 11:15:14 AM Page 1 of 1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total $1514.11 ETA 12/26 Ci/Sanford TP - stl 407 330-4791 264 PARCEL DETAIL 4 a ,I ,' a d pw1 j `' i 4 Back s, aI ^ 3 a 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-1-30-5GS-0000- Tax District: S1-SANFORD D400BEEN Number of Buildings: 1 Depreciated Bldg Value: $90,184 RICHARD & 00_ Owner: KELLIE Exemptions: HOMESTEAD Depreciated EXFTVaIue: $2,080 Address: 179 WOOD RIDGE TRL Land Value (Market): $24,300 City, State,ZipCode: SANFORD FL 32771 Land Value Ag: s0 Property Address: 179 WOOD RIDGE TRL SANFORD 32771 Just/Market Value: $116,664 Subdivision Name: KAYWOOD REPLAT Assessed Value (SOH): $116,564 Dor: 01-SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $91.564 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vacllmp Tax Value(without SOH): $1,923 WARRANTY DEED 04/2001 04071 0680 $127,500 Improved 2003 Tax Bill Amount: $1,923 WARRANTY DEED 04/1997 03227 0579 S85,000 Improved Savings Due To SOH: $0 WARRANTY DEED 08/1986 01924 1774 $100 Vacant 2003 Taxable Value: $92,150 WARRANTY DEED 07/1986 01749 0808 $89.000 Improved DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LEGAL DESCRIPTION PLAT LEG LOT 40 & PT OF LOTS 9A & 10A DESC AS LAND BEG NLY MOST COR LOT 9A RUN S 68 DEG 27 Land Assess Method Frontage Depth Land Units Unit Price Land Value MIN 50 SEC E 35.78 FT LOT 0 0 1.000 24,300.00 $24,300 S 67.21 FT W 87.99 FT N 43 DEG 39 MIN W 20 FT N46DEG 21 MIN E 95 FT TO BEG KAYWOOD REPLAT PB 30 PGS 27 & 28 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est Cost New 1 SINGLE FAMILY 1986 6 2,462 1,844 CB/STUCCO FINISH $90,184 $96,453 Appendage 1 Sgft OPEN PORCH FINISHED / 20 Appendage / Sgft GARAGE FINISHED / 598 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 1992 192 S980 $1,632 FIREPLACE 1986 1 $1,100 S2,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax rposes. I—* If you recent!y purchased a homesteaded prop&V yournext ear's property tax will be based on Just/Market value. http:// www.sepafl.org/pls/web/re_web.seminole_county title?PARCEL=3219305GS000... 12/18/2003 Been Riesidencp- 1 -7 q W044 fZrdcr, Tr-& 5aA for,C I PL 5=W P P044-- hk- optn' w Ut H--64-t: lf,40 35- PST o R,e-jLOLt*mn,qw-nt- 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 OPAQUE GLAZED 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 2W' 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 90 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 Descriation Test Location Test Date Test Report # and License Number A8tM E-330-90 Uniform Static National Certified Testing Lab 11/0— 3/1997 210-1987 Barry Portnoy Air Pressure Orlando Florida 04/01/1998 210-2024 F. E. No. 16258 AAMA 1302.5 Forced -Entry Nation3tCertifiedTesting, Lab 11/03/1997 210-1987 BarryPortnoy- Orlando Florlda 04/01/1998 210-2024 P. E. No. 16258. ASTM E283-91 Air Infiltration National Certified Testing Lab 11/03/1907 210-1987 Barry Portnoy Orlando Florida 04/01/1908 210-2024 P. E. No. 16259 ASTM E331-96 Water National Certified Testing Lab 1 I/03/1997 210-1987 Barry Portnoy Penetration Orlando Florida 04/01/1998 210-2024 P. E. No. 16258 Ptrssdiie Accep-t,:-w e/ abei No: DSI-222 Nan Ya Plastics Corporation / Plaslpro, Inc. 9 Pcach Tree. Hill Road, Livingston, N.1. 07039 1-500-779-0501 MAL ANCHORING OF A WOOD FRAM UE TO 5.-4 X 6.8 SINGLE INSWING UNIT WIWO SIDEUTES PRODUCT ACCEPTANCE No.: DS1222 O • D• — 7 3 Z) "D* MOMMB DETAIL B ' E' S10ElJrt 4 ATIAACMEO T0 d "2• fnMCE ;tN, A ,/ SACF rust A,/ IsIRawPER SCREW SW` &DULL ik. 10.x S P. T HEAO 12110ra .:x 1 3I 4PHIFL4r 1 X'. 'FLIT H , x J PFHLLIPS FIAT HM s LAM- R D!!7'AIL MEN SMEWE IS ATTACH&D TO LATCH ., MMA USE' #8 k . 1 314" 4luiPS AAT W-MSC*6M W slftt P4Ti5• AMb• .+ Q SCREW AMPLACE Of /' Fi SCREW. SCHMULL Product Acceptance No: DSI 222 Size: up to 5'4 s d`8 IfirAng{wood jamb) Configuration: X; OXO, XO, OX 2' 0 2'4 2'6 A•.,.,..:.. 311 Single Opaque 80 -80 +80 -80 +80 -80 80 -go.. 4;40 -80 W/ Sidelitea 4 60 -60 60- -60 Single 4la7M 75 -80 +64 -77 +60 -71 56 .67 50 %ou W/Sidelites wsfr .60 50 f-60 Door does not meet Missile Impact) Test 11210-1987, 21 N2024 Mfg. br•: Nan Ya plastics / Plastpro Livingstmt, NJ f17034 r-, 1464 GEMINI: BOULEVARD - ORLANDO, FLORIDA 32837 PHONE (407) 240-1356 • FAX (407) 240-8882 Ila I CTL gwort No :NCTW10-19$7-1.2,3,4 DC Not No..NCTL-97040 Date: P&y 3,1999 NC' 1 L CertWication No.: 98-0430.01 Test Dates: November 3,1997 March 12, 1999 Test Reacted By — Plastpro Inc. 9 Peach Tree Bill Road Livingston, NJ 07039 Phone 973.994.7705 Facsimile 973.994.7701 Tests Conducted: PA 202 (with no deviations) 1: Sesign 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: Aodgl Designation - Distinction Series Fiberglass Door — as per drawing No. 99-01 sheets 1 through 4 and drawing No. 99-02 sheets 1 through 4. Ores aill Size - Specimens1,2 (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 Config eratipn - X No. & Size of Doors - Specimens 1,2,3 8t 4 (1) Active. 35.75" wide x 79.25 tall'!x 1.75" thick 2) MATERUL CEIARACICIERISTICS: Frame and Door MALerW - Finger jointed pine jambs'and fiberglass panels over a urethane core. Frame Construction - The head jambs and side jambs are finger jointed.pine mea"i g 4.5625" x 1.25 ILei*d to receive weather-stripping (drawing No. 99-P1). The head and jambs are mortised, biAted 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" figh (drawing No. 99-P3). -- I 9 PROFESSIONALS IN THE SCIENCE OF TESTING Page 2 of9 Fba m Ina Report No. NCM 210-1997-1,2,3,4 3,gnel 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(drawing 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). gluing: 9Razin MR-terw - N/A GhWan Method - N/A Daynasht Opening - N/A eath"rioping - Compression (1) row header, (1) row sill and (1) 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 r t,ephotes - None Ii iantins - N/A 1) Kwikset 200 Latchbolt @ 45.5" from the top of the door panel. 1) Kwikset 660 deadbolt @ 40" fiom the top of the door panel. 3) 4" butt type hinge @ 9.5"31 40" and 69.5" from the top of the door panel. jgf9rcement — 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 Additional Describation - All specimens were installed in a wood test buck and tested to PA202 with no deviations. 3) STALLATTON: Screws aid 1Vlethod of Attaebment - Sill: None Header: None Iambs: (16) # 8 x; 0,12f 2" PFH t each side at 6" from.top ofjamb and lb" on center continuous. f 2 Page of9 Plaffipro Ina ReportNo. NCTL2I0-1987-1,2,3,4 Test Results Vest Sequence: PA 202 1. Air Infiltration 2. 75 MPH (with secondary Iocks disengaged) 3. Water Infiltration 4. '/ 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 SPECI, IVYEN 1 (Outswing) Deflection Gauges Set At Xs ASTM E283-91 ASTM E330-96 x ASTM E331-93 ASTM E330-96 ASIM E330-96 ASTM E330-96 O ASTM E330-96 O ASTM E331-93 ASTM E330-96 ASTM E330-96 x SFBC Chapter 36 X Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94 Air at 1.57 psf Actual Allowable Specimen I Outswing .01 cfin/ft2 .34 cfin/ft2 SINGI. 1z ACTION LOCIit1CNG / aOSMING PROCEDURE: (Test conducted with single lock engaged) Uniform Load Structural 30 second load duration No apparent damage 14A psf (positive) = 75 mph 14. 4 psf (positive) = 75 mph WATER OMTRATION 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 WTP-- 7.50 psfpositive Fifteen ( 15) minute duration Passed — No. Entry Fifteen ( IS) minute duration Passed — No Entry- Php4 of9 Plax"O bm ReportNo. NCTL 210-19V-1,2,3,4 SPECBMN 1 Coat. STATIC AIR PRESSURE TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads + $0 0 psf, - 80.0 psf. Range of test time actual load Positive loads seconds) psf 1/ 2 Test 30 60.0 Design 30 80.0 Test 30 120.0 Range of test time actual load Negative loads seconds) psf 1/ 2 Test 30 60.0 Design 30 90.0 Test 30 120.0 Specimen 1 (ontswing) deflection perm. set 0. 104" 0.042" deflection peen. set 0. 365" 0.276" kax. allowable Perm. Set (0.4% of $0.625" span) = 0.3225" Q RCED 1JTRY VEST' Forced Entry Test was conducted in accordance with DCBCCD PA 202-94 Im Time Specimen 1 37.5" wide x 80.625" high 30 seconds (Dour remained locked 8c shut) A 3001b. Pull in the direction that would open the specimen 6" above the locking hardware. SPE- C'Iii+#E 2 (Outsw ) A LTRATTON Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94 Air at 1.57 psf Actual .AllowablAlki,epecimen 2 Outswing .02 R2 .34 cfm/ft2 VIff 4 Pap 5 of9 Ptmdpro Inc Report No. NCfL 210-1997-1,2,3,4 S1?'ECYIVIEN Z C.ont. SINGLE ACTION WCKIDIG /C—SANG I'ROCED_UM: (Test conducted with single lock engaged) Uniform Load Strueiulal 14.4 psf (positive) = 75 mph 30 second load duration 14.4 psf (positive) = 75 mph No apparent damage WATER INFIELTI OI 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 0 5) minute duration Passed -- No Entry WTP-7.50 psf positive Fifteen (15) minute duration Passed — No Entry STAnc— AM PRESSURE TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads + $0.0 psf, - 80.0 psf. Specimen 2 (outswing) 2ange 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 0.151" 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" RRCED ENTRY TEST Forced Entry Test was conducted in accordance with DCBCCD PA 202-94 e im -&e- Time Result Specimen 2 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. 1 5 Pap 6 of9 Pladpw bm Report No. NC210-1987-1,2,3,4 SPECIMEN ( Inswing) FAi i 1""AWNT Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94 Air at 1,57 psf Actual Allo—wablSpecimen 3 Outswing .04 efin/ft2 .34 cfm/ft2 sMG— LE AMON LQQMG QaS]CNG MOC EDUM. (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 PUMBATION'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 psfpositive Fifteen (15) minute duration Passed — No Entry VV" nI--2.86 psf positive Fifteen (15) minute duration Pawd — No Entry S AIR RBZ5_4M TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads + 80-0 PSA, - $0.0 psf. Specimen 3 (tnswing) Raw of test time actual load deflection pernL set Positiveloads (seconds) psf 1/ 2 Test 30 60.0 Design 30 90.0 Test 30 120.0 0.398" 0.245" Range of test time actual load deflection Perm. set Negative loads (seconds) psf 1/ 2 Test 30 60.0 Design 30 00.0 Test 30 120.0 0.062*3' Max. allowable Perm: Set (0.46% Of 5" span) = 0.3265" I C9 6 E Page 7 of9 plaslpro Inc Report No. NCTL 216-1987-1,2,3,4 SPEMM 3 Cont. FORCED ENTRY TEST Forced Entry Test was conducted in accordance with DCBCCD PA 202-94 Steen Size Time Result Specimen 3 37.5" wide x 81.625" high 30 seconds (Door remained locked & shut) A 3001b. Pull in the direction that would open the specimen 6" above the locking hardware. SPECEMIEN 4 (Inswing) AIR II.TRATION Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94 Air at 1.57 psf A__ctugll Allowable pecimen 4 Outswing .14 cfin/ft2 .34 cfm/ft2 SINGLE ACTION LOCMG / -CWMG 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 Rj iIiTRATION TIESTS 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 WTI"=2.86 psf positive Fifteen (15) minute duration Passed — No Entry Page 8 of 9 Piadpro Inc Report No. NCrL210-1997-i,2,3,4 SPECAZiE1V 4 Cent, STATIC AIR PRESSUM TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design ffAads + 80.0 psf, - 80.0 psf. Specimen 4 (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 0.299" 0.197" Range of test time actual load deflection perm. set Negative loads seconds) psf 112 Test 30 60.0 Design 30 0.0 Test 30 120.0 0.114" 0.088" Max. allowable Perm. Set (0.454 of 91.625" span) = 0,3255" FORM CRY TEST Forced Entry Test was conducted in accordance with DCBCCD PA 202-94 Specimen size 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. NO T 1u ALL SORCUdMS: The 75 MPH test was performed with single latch engaged. The V2 Test, design and Test were performed with all locks engaged. The door panel remained engaged and was operable before and after all tests 8 Page 9 of 9 Plutpro Inc. Report No. NCM210-1987-1,2,3,4 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. Re a>r Detailed drawings were available for laboratory records and compared to the test speeimens 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 99-011, 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 }articular specimen tested and does not imply the quality ofsimilar 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 Qg-u-nVWitness: All Test Witnessed By: Lon Huang - Plastpro Inc. Mark Ho - Plastpro Inc. George Chen - Piasipro Inc. Not Present Barry Portnoy, P.E. Michael Lane - NCTL John Williams - NCTL David Yahner - NCTL NATIONAL CERTIFIED TESTING LABORATORIES, JNC. 4iC IAMS zy" BARRYY D. PORTNOY, P.E. NO. 16258 STATE OF FLORIDA Y ) -. I7 .. p" tyThisNOAshallnotbevalidaftertheexpirationdatestated -below. Coup Product Control' Division (In Miami Dade County) and/or the AHJ (m areas other than Miami Dade County) reserve: the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mariner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material" within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by, Miami -Dade County Product Control Division that this product or " material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. " DESCRIPTION: Series "Jeld-Wen*" 6'r W/E Inswing Glazed Insulated Steel Door w/wo Sidelites APPROVAL DOCUMENT: Drawing No. S-2195, titled "Wood Edge Glazed Door w/ & w/out Sidelites Up to 107" x 6'8 Inswing Unit", sheets 1 through 7 of8, prepared by R.W Building Consultants, Inc., dated 12/14/0I with revision 3 dated 10/22/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice. of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSELE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city; state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by . . the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site At a request of the Building Official - This NOA revises NOA # 01-1224.04 and, consij , Phis page 1 p well as approval document mentioned above. The "submitted documentation was reviewed by J Pisen, P.E. t 0 NOA No 02-1211.16 Expiration Date: August 15, 2007 P1Approval Date: January 30, 2003RLcPage1 CITY OF SAIUOR Jeld-Wen. Inc. File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S-2195, titled "Wood Edge .Glazed Door w/ & w/out Sidelites Up to 107" x 6' 8 Inswing Unit", sheets 1 through 8 of 8, prepared by R.W Building Consultants, Inc., dated 12/14/01 with revision 3 dated 10/22/02. B. TESTS I . Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per F13C TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b)and TAS 202-94 . along with marked -up drawings and installation diagram of a DoorCmft series opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA-961 W, dated 10/23/02, signed and sealed by Ramesh C. Patel, P.E. Submifted under NOA #01-1224.02 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b)and. TAS 202-94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration outswiig and inswing glazed wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA-697W, dated 11/11/01, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002 also signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis dated 12/2/02, prepared by R.W. Building Consultants, Inc., signed and sealed by Lyndon F. Schimdt, P.E. Submitted under NOA #01-1224 02 2. Anchor Calculations and structural analysis dated 12/15/01, prepared, signed and sealed by Wendell Haney, P.E. with addendum letter dated April 7, 2002 also signed and sealed by Wendell Haney, P.E. Jaime Eisen, P.E. Product Control Division NOA' No 02-1211.16 Expiration Date: August 15, 2007 E-1 Approval Date: January 30, 2003 NMCE OF ACCEPTANCE: EVIDENCE H M TTED For File ONLY. Not part of NOA) D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01-0718.05 issued to ODL_ , Inc. for "HP-Propropylene Doorlight Assembly" dated 1/17/02, expiring on 1/17/06.. 2. Tensile Test prepared.by Certified Testing Laboratories, Test Report No. CTLA 697W/DADE01014, dated June 05, 2001 and Nov. 14, 2001, tested per ASTM E8/A370 or B557, signed and sealed by Ramesh C. Pate1, P.E. 3. Test reports No. J9906660-001 for "Surface burning characteristics' per ASTM E-84 and "Self ignition test" per ASTM 1929 D, for polystyrene core dated April 8, 1999, issued by Intertek Testing Services. 4. Notice of Acceptance No. 02-0429.11, issued to Trinity Glass International, Inc. for "Trinity Lite Frame" dated 7/3/02, expiring on 7/3/07. E. STATEMENTS 1. Statement letter of no financial interest, dated 10/10/02, signed by Steve Frey. F. OTHER 1. Notice of Acceptance No. 01-1224.04, issued to Jeld-Wen, Inc. for "Series DoorCraft" 6'8" W/E Inswing Glazed Insulated Steel Door w/wo Sidelites" dated 8/15/02, expiring on 8/15/07. Jaime Eisen, P.E.- Product Control Division . NOA No 02-1211.16 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 E-2 JELD-WEN®Steel wow EDL;E GLAZED WUtATED STEEL DOOR 1144 WINO"UNTM W/8 WAouT SIDELITES GENERAL NOTES 1. OOUG7 15 pE51t;NEp 70 COMpLY WITH THE FLORllM t3tALDMG 2. WOO BUCKS BY .OTHERS, MUST BE ANCHOREO PROPERLY TD TRANSFER LOAM: TO THE STRUCTURE 3. PRODLIa ANCHORS .SHALL BE AS LISTED AND SPACED AS MOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATiRbU. SMALL BE BEYOND WALL DRESSING 0R STUCCO. . 4. DESIGNED PRESSURE RATING SEE ,TABLE PAGE 1. 5. TINS SYSIEM-DDES NOT MEET THE WATER REQUIRIMIEIIS FOR HIGH VELOCITY HURRXIME ZONES'. (SEE NOTE DESIGN PRESSURE CHART) 6. INS SNS EM.REGUIRES WIN13BORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION mrso OF THE FLORm tTUILOING CODE. 7 SIOELRES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENT INSULATED STEEL. DOOR Common to oB frame' conditions) o , 24 go. O'021 minimum thickness, Gubcal ed steel A-525 cou menial sf v* - AKDQ per ASTN 620 rat+ yidd strength Fy(ave.)- 47;575 psi. Expanded polystyrene rah 1.0 to 1.25 lbs. derwiy, by .kid -Mere, Inc. The afire mid ixwtive petrels are constructed form 24" (0.021' min.) go vanized steel. The race sheet top and bottoms we bent W aver the'top and bottom rails, The top ruff consists of LVL 1.67' x 1.042' The bottom ma is ma formed 0.021' goly", ized steel measuriig 1.67- x 1.2r The sides of the face sheet are rWl formed into the LYL latch stile and PorWeroso Pete hinge sNe whkh measure 1.5r 1.07. The interior cvY4 is fled rah poV*mre. The face sheet is glued to On Pohstyrerm. The petrels are routed to receive the OOL or Td* file Immes. The units am glazed with 0.125" tempered gloss or 1.0' ins. glass. The life formes ore wet glazed an the exterior. Sash construction & oakw The sash is cmahrrded from 24GA. (0.02t' min.) gaMozed steel. The edgers of the face sheet are bent 90• over the poly- styrene Core and cord gkoed to X The sosbes are routed to receive -9r GOL L4. V fife Home. The wtb am glazed with 0.125' tempered glass oramperedglass. The fide formes are wet glazed on the exterior. nstructimt: The frames are oortlAvded from Pondaoso Pirie.jombs bs and attached . T e i6GAhead Mv x 7 MWcrobutt stopks The units use a slope adjustoble d mirwm threshold meal. 4562' x.I.T73". Ibe ttsestwLl & ottoched to the forme wM (3) 169o. 2' x 7/16' crow wire stopks. 74.5' OVERALL MAX. FRAME WIDTH 70- OVERALL 36.625' MAX, 36" MAX- MAX. FRAME WIDTH 15.5' MAX, PANEL WIDTHw/asTwtcaL PANEL WIDTH PANEL WIOTH FRAME WIDTH 14- MAX. I PANELWIDTH Q 21. 125" l21.125- 2t.125' O MAX. X. MAX T = MAX. x o a D. L.O. D.L.O. Gr'.o D.LO, r W WIDTH, WIDTH. d 60.0 WWT}Ir 6D6' MAX. ca to!! M- ACTIVE O.L. O. UACTW U 0 0m sv ul f I r o-irel4iab' L4r;51$7 r r fM rA r a 1q. Jr.0 Uvcrwt Tu/ UVE13ALL MAX. FRAME WIDTH MAX. FRAME WIDTH 36.625' MAX. 15.5" MAX. 36' ivb1X. PANEL WIDTH f4' MAX. PANEL WIDTH 36" MAX. W/ASTRAGAL PANEL WIDTH FRAME WIDTH PANEL WIDTH 14- MAX. PANEL WIDTH bc r r 4 r l21.125' CA L7 21.125' 21.125' MAX x = J MAX• 17 o WIDTH a WIDTH WIDTH c a a M 8' AX. r ! e 6' MAX- 0 IN- ACTW£ ACTIVE i 0 ro oo m DESIGNPRESSURE RATING WE: morn Usn-er 'n W r L0= WAMAiE ZOMM- WK Mbr err 66VM MY AT MIM Peer A OMPY Oe OYa W MW Ma ne AWL 009o, ID Off 3LL a ms law AS."m aw a e6Lerm w**.M wmm wit nx mp a woo ID UNIT TYPE POST' SINGLE & OOUBLE W/OUT SURFACE BOLTS ON ACTIVE PANEL SINGLE & DOUBLE WITH SURFACE BOLTS ON ACTWE PANEL +65.0 j)SEE DETAIL A' w. NEGATIVE D( x! R F CrllP77TFS tl'1fiG UNIT otttraay t' t[, w11l1fasttYrii Asagerans0 -i2 . t(p Q3 L NNW z 3OR av d N_jIn Z MUd m813. 659. 9197 eY: WLN er: RW me Uo.: 5-2195 i or 8 SEE NOTE 2 SHT. 4 A f T R7 Cf1VE 1. ,• 3 41 a( 31 YY 13 SEEppIF 1 7 N W.4 ASIACLL WARIER BOLTS (4) SOUS MTAL, (2) &0' L x 312' 0110TOP e(2) d0'L 312. M 0 BOTIOY HINAS1WV.AL7IPOMAL CROSS SECAT SEE DES M PWESS m ovar u11;N .owe 0 sous o 1.263• YIN. Ee1B. Z a n SNW T IK. C3 Q ¢ 0Op7 T 3 ACTW U b1 10Nw 8... 77 t W U 13• NffBEQB 5 QHHMEON fROiS {f JAMB 57N.OTE i 7 q xIg3i. E CStN 813.659.9197 e 11 14 O1 M NM Gr WLN or. RW WM NO.; 5-2195 n or SEE NOTE 8 SAT. 4 SEE NOTE 8 SHT. 4 so 12 16 SEE NOTE 5 3 4 SHT. 4 14 a 29 T3 Z t[i w 29 38 m SEE NOTE 5 " w a 3 v1 1 r'J 41 SHT. s 38 n U Q 10 37 ^a ZxzN pQ W 47 tn ' a 39 12 7 t 3 taut 77 73 8 I4 73 39 ?vt SEE NOTE 2 15 t 40 SHT. s - 4 32 24 SEE NOTE 2 t9- 4 32 SEE NOTE a o ySEE3SEENOTE6SEENOTE4SHT. 4 q 5 SEE NOTE 8 47 2 SHT 4SHT4SHT4SHT. 4 21 34 42 SEE NOTE 2 - - SHT. 4 - SHT' 4 SEE NOTE 3W SHT. 4 CDR 441 I 1._HORt7Y1NTAi CROcc crrnnu '- o E pESIGN 7D SSiM -49V TYP EMB• Ai Sl ltrc TO Hltvrr /•SIB NOTES: SEE DESIGN PRESSURE CHART I5' MIN. SEE DESIGN PRESSURE CHART ~ 3 I. SPACING FOR /S: x I' PFH SCREW ATTACHING THE WINDUAMBER ASTRAGAL TO THE COUNTERSINK - INACTiVE DOOR IS AS FOLLOWS TOP DOWN; 1.0. 3.01, 5.0' d 19.0; FROM THE z ][ yBOTTOMUP; IV. 3.01, 5.0' 20.0' d 38.75'. 2. SPACING FOR (8 x 1 1/2' P•LASCREW 15 AS FOLLOWS: TOP d BOTTOM: (2) + a SCREWS J.O' IN FROM EACH HORIZONTAL CORNER, FROM THE• TOP OF THE FRAME DOWN Ad W ON THE SIDES: 3.0 ; 13.0 , 26.0 ; 39.0 ; 52.0' d 63.0'. ^ a 29 38 3. SPACING .FOR BRAD TRIM NAIL 3/4' L ATTACHING THE OUARTER ROUND TO THE SIDELITE is AS FOLLOWS; TOP & BOTTOM: 1.25' IN FROM EACH HOR1zoNTAL CORNER WITH (1) 25 n MORE NAIL IN THE MIDDLE. SIDES: 1.25" FROM EACH END d SIX MORE EQUALLY SPACED ON 37THEFIELD, ..r Z 4. WHEN ATTACHING THE STRIKE PLATE TO DIE JAMB AHD BUCK USE I8 x T 1 /2' PFH WOW SCREW. WHEN ATTACHING THE 5 ME PUTS TO THE JAMB AND SIOEIJ7E ,LAMB AT ; t-t'•'. .-a.-t -tri ME MULLION USE /8 x 2.' PFH WOOD SCREW, 19 45. SPACING FOR IS . 2.5' PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS 4 AS LOF,FOLLOWS; 8.0' FROM EACH VERM& CORNER WITH (4) MORE SCREWS EQUALLY SPACED, A ..' C l QB w oTOTALOFSCREWSPEREACHVERnCALMULLION. 6. THE SIDELRE IS SECURED WTD THE S10L37TE JAMB WITH SILICONE CAULK ON THREE 2 ~ < SIDES d 3/8' x 3/8' 1/4 ROUND d BRAD rRIM NAIL x 3/4' L 17 }n 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE 110 x 2' PFH WOW a 4 47 SEE NOTE 3 40 SEE NOTE 2 nSCREW. WHEN ATTACHING THE HINGE TB THE JAMB AND SIDEUTE JAMB AT THE MULLION USE SHT. 4 N ZIt* x 1'3/4' PFH WOOD SCREW; .25' MAX. SHT. 4 8. THE MULLION GAP IS ATTACHED TO •THE PRESSURE TREATED REINFOECEMENT WITH ITEM 116 A SHIM THK. 32 5 TE 6 t' TRIM NAIL SPACED A MAX. OF 12' ON CENTER YY enwTs, 9. SPACING FOR ITEM 157 THE /8 % 1-1/2' PANHEAD SCREW ON THE ODOR LITE FRAME 5 AS FOLLOWS: Gi1HOR170NTAL CRDS5 KC7TON 8t3:659.9197FROMTHETOPDOWNONTHESIDES (8) AT 3.25. 10.925', 18&0625, 25.4375 ; 32.8125 ; 4 AT SIDEL4E S"xYr rrn 40.1875 ; 47.613 ; 53' d 62.375'. AT THE TOP d BOTTOM FROM RIGHT To LIFT (3) AT 125', •YALVmtD ter[: 12/14/0111.875' d- 20.5'.. ' THE SCREW SPACING FOR THE VDEL17M IS AS FOLLOWS: FROM THE TOP DOWN tYiMAl sulr: N.T.S. ON THE (5) AT 3.15, 1d0623 ; 32.8125; 4.3625' d 62.625'. THE TOP d BOTTOM (I) SCREW AT 40.437$'. oat or. RW S-2195 SEE DETAIL "F' SHEET 5 SEE DETAIL G SHEET 5 3.0" L 3.0 3.0' 6.0' r- TYR T• 3 0. TYP n SEE DETAIL H SHEET 5 _ n o Q TYP_ v o n n TYr_ 1 TYP• 1 1 1 1 I B 3.0' 6.0" 3.0' SEE DETAIL K SHT. 5' N RIN 0 ATIONS DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 7 SHT. 4 SEE DETAIL x 6. G SHEET 5 e O3" 3' 3" 3" v 1 6.0• s.o' z 111 11 © I1 11 1 Ti. T TYR w 1+ 3.0" 3.0' n SEE iYP — ® ^ R Lu z o ' DETAIL g J SHT — _ c —\IS—EE NOTE 5 SH7. 4 0 0 0C a 0 0 7YP. C p _ TYP. o E y O' C t 1 1 l9(' 'TrP! 1 I 3" 3" 3 n 6.0' - 4 I-- 6.0' SINGLE DOOR W/S10 Ll7ES AN _Honour. LW7A7>'; iCe- a00 SEE Nprr 4 SNT. 4 1 ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD INTO THE MASONRY Q b o = a n aEDEEPENOUGHFORA2" THROW yy au+tawa ooksULnwrs. we 873.639,9197 SEE NOTE 1 4 SHt. 4 SURFACE BOLT STRIKEODETAIL STRIKE PLATE STRIKETO ASTRAGAL 0 0 fSURFACIE rauDu rarij i71 ,Art: 12117 01 OLT DETAIL J WIN AM STRIKE PUTS STRIKE PLATES TO JAMBS RETAINER BOLTS HEADER SEE NOTE 4 SHT. 4 STRIKE PLATE & OPTIONAL SURFACE BOLT STRIKE PLATE DETAIL K SILL WINDJAMBER ASTRAGAL RETAINER BOLT HOgL ES. APT SO !K PWTE MIA.PMA4 0 Ogee 6wra WAIL,N.T.S. Oro. UP WLN cm. m RW ORMOM.0- S-2195 SHM i5 0 8 u UCIML e` 3" G SHEET 5 SEE DETAIL 36.3" 6I•, 3" G SHEET 5 1- 7iyp- 44 TYP, , J , SEE TYP,n ' i w DETAIL 5SEE DETAIL~H SHEET 5NOTE nTYP. SEE N . 4 ' OSHT 4TYPr( 1TYP. I i i I • ,—!!JH — 1 \* 9 TYP. 1 P 3" -`i _ 6- 3" J. _ 1 J" J" 3 3. 6" - 3" 6-4 ai3.W9. 9197 fAOptC nvnw OAtE 7Z/I- weer a+ c. er, WL a« ac RV 11 S 95setr 5 go N n 1 T 2 4 .WOOD FRAME 3 SO 4.362" n Icyy BNOWNOWST 23 By uu RMI:.OS i WALt TiiX. 2.06.3' I a m N i----- 4.562" ----i AD.nrcrim E. tNSWiNG THR sHOrn 36 w/SiOELITE BOTTOM SEAL BY IMPERIAL .051' WALL THK. O7 LATCH si1,F 25" DOOR STER EDGE CAP BOTTOM ASTRAGAL HAS i. (2) 8 O' L. x 312" D/A. BOLTS O 801TOIW do 2) 8 .O" 1 x .312' Du. N BOLTS O TOP N N i- ORILL TRU g o N FOR A18 2R i.7S7' PFH WOOD OR/lL TRU FOR W -- h SCREW 2PtC5 26 357" OW. ASTRAGAL 3 T tQ iAsAGA &M%U4A9fff d RETAINER BOLTS p ++ h PM684 T-6060 EXTRUDED T 17 ' sTR7K P 7 J U aALUMMIM STEEL PLATE M MO N SURFACE BOAT 7ml. STEFi MOOFr e541 0 0 fa 45' T ) 45' uQ, 1NSWrNc onaR eoTTOM ;.-_ 27 sWFKp i rRr rnFn t •M PP 3 COW7HKWALLTM. o FS a 0 T 4 o a ` I.W. i5.525" t— 8L o Q COMPR£SSIQ{x W q RSRTIP a SCHLEGEL O! ON ODS 6W •7` 4 r 4 S7'FFr o u..r.r 5 097 THK. STEEL 8Y HAGER 1 L875' n D1A. VARIES W/LOCK USED57 w F o v L WOOD LOCK &D.GK 1 71 " THk 15 813.659.9197 ev; WL ft. Rif MG NO.: S-2195 7 of i--.125- N to ,n 2.4375" `J i^- 1.75" --- LIE FRAME OOL 2.521 " HP POLYPROPOLENE TRINITY LiTE FRAM THERMOFIL—P6-30FM0391) LUPOY EU-5007 1/9' GLASS FRAME 1/2' GLASS FRAME N h 44 2.4375' LITE FRAME ODL 55 F---2-521" HP POLYPROPOLENE THERMOFiL-P6-30FM0391) 1" GLASS FRAME TRiNM I DF FRAME LUPOY EU-5007 1" GLASS FRAME 0 29 GLASS INTERIO 9 -5, GLASS SITE SHT. 4 SIDELITES 1/8- TEMPERED GLASS SHT. 4 40 SEE epic rt a DESIGN 5 z= g 56 125" TEMP. GLASS RlQ& 75" AIR SPACE 125' TEMP. GLASS 75" STEEL INTERCEPT INTERIOR 29 49 SPACER 5". GLASS SITE GLAZING DETAIL 5 I' INSULATED TEMEPERED GLASS SEE NOTE 9 TRINITY LITE FRAME SHT. 4 z = SEE NOTE 9 41 SHT. 4 o' v . 125` TEMP. GLASS WERIO 75' AIR SPACE 125" TEMP. GLASS 75" STEEL INTERCEPT INTERIOR SPACER 5` GLASS SITE GLAZING allAL DOOR PANEL I" INSULATED TEMPERED GLASS SEE DESIGN PRESSURE CHART OPTIONAL PANEL GLAZING) 49 125" TEMP. GLASS 54 v 25` AIR SPACE 29L. 25" STEEL iNTERCEPT SPACER 125TEMP. 5' GLASS SITE GLASS 57 a NG DETAA 1/ 2"INSULATED TEMPERED CLASS TRINITY LITE FRAME 813. 659.9197 YRDpUCTBLtrp p we 12 17 0t N. T.S. 0 M of: WLN OK er. RW OPAWM NO, C. O'd 5-2195 P* V 8 of 8