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HomeMy WebLinkAbout444 Summerlin AveRECEIVE® CITY OF SANFORD PERMIT APPLICATION SEP 0 6 2009 q ,."Permit #: W " 4 1 Date: Job Address:SM _p��(7i2epe� Description of Work: �,D �(l(',e �1 Y 61� SM -e_ -eft4raQ r _ftn i+ Historic District: V Zoning: Value of Work: $ 35,'CLI Permit Type: Building ✓ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary 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 v,/ Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ��_�� " b�_�O _�_ (Attach Proof of Ownership &. LPga.I DesctVen Owners Name & Address: Ls')an 4Qr_+_11D n C } Llxe -e Kox U L4 (P Phone: � ^ ��3_ 893 5 L 1� Contractor Name & Address: U ober pmts _ I/1'.C, •. —1 �u n�� �i lS� L �7 l� State License Number: c 1:c,,I LA Ci Ci /I 11 Phone & Fax: _PK qb7' to b - y�) 1c-735ir' Contact Person: bail hL( ILsP/ p Phone: yo-I'�OCi (f -0�31V Bonding Address: Mortgage Address: Architect/ Address: rax: 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. 1 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 is verification that I will notify the owner of the property of the req-;----- .: _._ I ___. �A11� D � G -- p� State Florida County of Seminole Si Lure of Owner/Agent Date Io t) G( 2 � 0A� S The foregoing instrument was acknowledged before me this"),? day of Print ner/Agent's Name 446 WS 7— , 2005 by—T011-70 (,,,6&Q45 42� 5 i sonally known to me or who has produced FL Signature of Notary -State of Florida xp (��G Denise V.�IMer ate,§Xi_%�COmmmim i 2;�&P� /L L ! �5 as id of call Arm A am 6JOwner/A ent is _ Personal) Known to Me or 4OFf�`,Notary Public Signature ✓ Produced lD �L '04ye'eS zw-,- U'n Atlantic 35 n11 gQk h= Printed 6,1-) -5 !/ �rl1f_G�ZE/L APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (lnmal &Date) (Initial &Date) (Initial &Date) (Initial & Date) Special Conditions: oo St � �, Permit# : �:;ob Address: Description of Work: Historic District: Zoning: 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: Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: I CITY OF SANFORD PERMIT APPLICATION Date: Value of Work: $ 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) Contact Person: (Attach Proof of Ownership & Legal Description) Phone: State License Number: Phone: 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. 1 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: 1 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 dist cts state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requiremen of 1 rich Lien w, S 713. /6j Signature ofOwner/Agent Date Sir tur f Conhac �Or/ nt Date �s l 10 CEJ' PrintOwner/Agent's Name Print of actor ge Name Signature of Notary -State of Florida Date Signature of otary-State of Florida Owner/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: Contractor/Agent iserson ly Known to Me or `r PProduced ID � ' L' �y —\10 (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) From: Phyllis Nicholas 407-249-0710 To: Dan Decker Date: 8/5/2005 Time: 12:13:46 PM Seminole County Property Appraiser Get Information by Parcel Number Total $735.04 Stock Ci/Sanford y47 333-8933 0264 Page 1 of 1 Page 1 of 1 http://www.scpafl.org/pls/web/re_web.seminole_county title ?parcel=30193152500000740... 8/5/2005 f L GD XA z i5r � � Qi.54,0 [ 4 7X dx• Y ... gAuFmD FL3V7f-fi65 p 3i^ to tXf S3.0 19.fl th I 4C7 56 -7.21106 4 a ry 20.0 E ETH ST 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcelld: 30-19-31-525-0000- Tax District: Si -Depreciated Bldg Value: $38,293 0740 SAN FORD Owner: BROOKS JOAN G Exemptions: Depreciated EXFT Value: $0 Address: 132 HARTSON CT Land Value (Market): $17,640 City, State,ZipCode: LAKE MARY FL 32746 Land Value Ag: $0 Property Address: 444 SUMMERLIN AVE SANFORD 32771 Just/Market Value: $55,933 Assessed Value (SOH): $55,933 Subdivision Name: FORT MELLON Dor: 01 -SINGLE FAMILY Exempt Value: $0 Taxable Value: $55,933 Tax Estimator SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $1,013 PROBATE RECORDS 05/2003 04830 1515 $100 Improved 2004 Taxable Value: $49,449 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND Land Assess Frontage Depth Land Unit Land LEGAL DESCRIPTION PLAT Method Units Price Value LEG LOT 74 FORT MELLON PB 3 PG 69 FRONT FOOT & 60 138 300.00 S17.640 .000 DEPTH BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1955 3 725 1,190 725 CONC BLOCK $38,293 $54,704 Appendage / Sgft OPEN PORCH FINISHED/ 36 Appendage I Sqft CARPORT FINISHED/ 198 Appendage / Sgft ENCLOSED PORCH UNFINISHED / 231 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *"" If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county title ?parcel=30193152500000740... 8/5/2005 lAereby name and. appoint: N 1 ci&A� Printed Name of Appointee L �� �_i._ �. —Company Name of Appointee to be my lawfui attorney-in-fact to act for me in applying to Government Commercial/Residential Permitting for a permit enabling work to be performed at the location below -described and to sign my name and do AN things necessary to this appointment: _ -- Section Township La- -- --- range �, _.,.. Subdivision �g Siock Lot Address of Property �!jQt'I'Lil ► F LI)II)'1 � Owner Address Signed:__ _r oert+risd contreetor oipnepua Date: 8-13-1pr Certified Contractor.41�1 T' ��1t✓ printed name GG Contractor License #:_ CBG 12",el gL-- State ofIF ) County d ) swam to a2d bs ib�ed �efor0 Mel) tl) da n f to me or who has produced _�— Commission F0FWpoMd AWffW JM2S8`UW r a BRYANT K. ROBINSON MY COMMISSION # DD 269995 ' EXPIRE& November 25, 2007 kricletl Ihiii IVoi&y hdClla UAtlerwriters { W. Brooks Residence 444 Summerlin Ave. Sanford, FL 32771 Replace rear entry door unit. Opening will meet 35 PSF +/- requirement U o CD 0 a� �i 0 NAN YA PLASTICS CORPORATION / PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Doer Size: 5'4" x 68" TESTS Drawing # 99-04 99-04 99-04 99-04 99-04 99-04 79-04 Certifying Florida Engineer Test Description Test Location Test Date Test Report # DESIGN PRESSURES ASTM E-330-90 Uniform Static National Certified Testing Lab 11103/1997 210-1987 Barry Portnoy OPAQUE Air Pressure Orlandg,.Florida 04/0111998 210-2024 GLAZED AAMA 1302.5 Description Door Size Pressures Drawing # Description Moor Size Pressures Single 2'0" x 6'8" +80 -80 99-01 Single 2'0" x 6'8" +75 -80 Single 2'4" x 6'8" +80 -80 99-01 Single 2'4" x 6'8" +64 -77 Single 2'6" x 6'8" +80 -80 99-01 Single 2'6" x 6'8" +60 -71 Single 2'8" x 6'8" +80 -80 99-01 Single 2'815 x 6'8" +56 -67 - Single 3'0" x 6'8" +80 -80 99-01 Single 3'0" x 6'8" +50 -60 Single w/sl 2'(8�" x 6'8" +60 -60 -6f0� w/sl 2'(8$) x 6'Q8" +550 -60� Single w/sl 3"0" x 6'8" +60 -60 f9�9-0j1 i9-01 Single Single w/sl 3'0" x 6'8" +50 -60 Configuration: A, OXO, JPO, OX TESTS Drawing # 99-04 99-04 99-04 99-04 99-04 99-04 79-04 Certifying Florida Engineer Test Description Test Location Test Date Test Report # and License Number ASTM E-330-90 Uniform Static National Certified Testing Lab 11103/1997 210-1987 Barry Portnoy Air Pressure Orlandg,.Florida 04/0111998 210-2024 P. E No. 16258 AAMA 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 Au 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 11/03/1997 210-1987 Barry Portnoy Penetration Orlando. Florida 04/01/1998 210-2024 P. E. No. 16258 Prod . ,z �� s. _ $jv�1 l Ui No: D811-222 Nall Ya Plastics Corponatiun / Plastpro, Inc. 9 Pcacli Trey Hill Road, Livingston, N.J. 07039 1-800-779-0561 Lz SINGLE INSWING UNIT W 0 SIOELM PRODUCT ACCEPTANCE No.: OS1222 5M• pelil�'r'1 Fiii!'1 e Size: up to 5`4 6`8 Lnswing`(wood jamb) Configuration: Y,OXO, XO, OX Iu] IT;7� 2'0 2'4 2'6 +80 -80 +80 -80 +80 -80 Cu] r W/Sidelites Single Qjay xl +75 -80 +64 -77 +60 -71 —2' TYP. S s tl �i % tl tl WHEN SCUM IS ArrAwaec •T» I'MM. rfAfttb• A. , SC MUST W USED DCF A aMW AND A I WEW PFJ: SCREW SCHEDULE. "r' -LAMhr ,,WA!L ■i1L1,Y. MEN SIDELITE IS MACHED TO CATCH .JQ9 USE ,pax 1 1/4" fWIU,IWS AAT MAD SC*E*t W ,S7f t PLATES A#VIO .SCREW tNPLACE OF / { FROMSCREW SCHEDULE fi—im Product Acceptance No: DST -222 Size: up to 5`4 6`8 Lnswing`(wood jamb) Configuration: Y,OXO, XO, OX Sirgle Opaque 2'0 2'4 2'6 +80 -80 +80 -80 +80 -80 "R•..... ,. +80 -80 .. ; 3.0 wg0 -80 W/Sidelites Single Qjay xl +75 -80 +64 -77 +60 -71 S 1/2• +60--60 +50 Q� :b : +50 -6() (Door does not meet Nss&- impact) M 'A' Mfg. bv: Nan Ya Plastics / Plastpro Livingston, 71Y 97039 it —2' TYP. S s tl �i % tl tl WHEN SCUM IS ArrAwaec •T» I'MM. rfAfttb• A. , SC MUST W USED DCF A aMW AND A I WEW PFJ: SCREW SCHEDULE. "r' -LAMhr ,,WA!L ■i1L1,Y. MEN SIDELITE IS MACHED TO CATCH .JQ9 USE ,pax 1 1/4" fWIU,IWS AAT MAD SC*E*t W ,S7f t PLATES A#VIO .SCREW tNPLACE OF / { FROMSCREW SCHEDULE fi—im Product Acceptance No: DST -222 Size: up to 5`4 6`8 Lnswing`(wood jamb) Configuration: Y,OXO, XO, OX Sirgle Opaque 2'0 2'4 2'6 +80 -80 +80 -80 +80 -80 "R•..... ,. +80 -80 .. ; 3.0 wg0 -80 W/Sidelites Single Qjay xl +75 -80 +64 -77 +60 -71 +60 -60 •1-56 •67 +60--60 +50 W/Sidelites X90 b() : +50 -6() (Door does not meet Nss&- impact) Test # 210-1987, 210-2024 Mfg. bv: Nan Ya Plastics / Plastpro Livingston, 71Y 97039 1464 GEMINI BOULEVARD a ORLANDO, FLORIDA 32837 PHONE (407) 240-1356 • FAX (4o7) 240-8882 NCTL &sort No •A1CTI,-210-X987-1,2.3A DC Not No.:NCIL-97040 NC" Certification No.: 98-0430.01 `est Rested By — Plastpro Inc. 9 Preach Tree Hill Road Livingston, NJ 07039 Phone 973.994.7705 Facsimile 973.994.7701 Tests Conducted. PA 202 (with no deviations) Desi n Presse Specimens 1,2 Outswing Positive 80.0 PSF Specimens 3,4 Inswing Positive 80.0 PSF (1) DESCRIPTION OF iJFdM Date: May 3, 1999 Test Dates: November 3,1997 March 12, 1999 Negative 80.0 PSF. Negative 80,0 PSF .diode_ Designation Distinction Series Fiberglass Door — as per drawing No. 99-01 sheets 1 through 4 and drawing No. 99-02 sheets 1 through 4. Overa_l Size - Specimens 1,2 (outswing) 37.5" wide x 80.625" high x 4.57" deep Specimen 3 (inswing) 37.5" wide x $1.625" high x 4.57" deep Specimen 4 (inswing) 37.5" wide x 81.375" high x 4.57" deep Ca-nfiratioA - X N�aa & Size of Doors - Specimens 1,2,3 & 4 (1) Active . 35.75" wide x 79.25 tall x 1.75" thick (2) MATERIAL CHARACTERISTICS: Freese and Door .iMlaterial - Finger jointed pine jambs and fiberglass panels over a urethane core. Frame C ustruetion - The head jambs and side jambs are finger jointed.pine measuring 4.5625" x 1.25" kerfed to receive weather-stripping (drawing No. 99-P1). The head and jambs are mortised, butted and joined using (3) .4375" crown x 2" long x 0.086" diameter wire staples. Specimen 1 and 2 were tested with an outswing aluminum bump threshold measuring 4.875" deep x 0.75" high (drawing No. 99-P2). Specimen 3 was tested with an aluminum adjustable inswing threshold measuring 4.875" deep x 0,75" high (drawing No. ,-99-P3). Specimen 4 was tested with an aluminum hydrosill inswing threshold measuring 4,875" deep x 1.5" ugh (drawing No. 99-P3). Jr-- ?,V/ L$ IN THE SCIENCE OF TESTING Page of9 FhdPm bc. ReportNo. NCM 210.19871,2,3,4 ?anLI Qua tmet ion -- 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 ofthe fiberglass skim 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). Weather strapper - Compression (1) row header, (1) row sill and (1) roan length of each jamb (drawing No. 99-P5). Schlegel Q -Lan foam pad (2) one at each bottom corner of jamb at threshold. Vinyl door sweep (1) (drawing No. 99-P7). _Hardware - Specimens 1,2,3 & 4 W@Mholes - None Mei N/A (1) Kwikset 200 Latchbolt @ 45.5" from the top of the door panel. (1) Kwikset 660 deadbolt Qa 40" from the top of the door panel. (3) 4" butt type lungecQ 9.5", 40" and 69.5" from the top of the door panel. p ®moment -- U-shaped steel 0.07W' thick x.4375 deep x 6" long at each hinge(dmwing No. 99-F6). S t - Latex caulking as needed to seal jamb to opening. Skreen - N/A. Added ffig ftcrlion - All specimens were installed in a wood test buck and tested to PA202 with no deviations. (3) INSTALLATION: Sc wa a d Ms*—Qd OffAitw meat - Sill: None Header: None Jambs: (16) # 8 x 2-1/2" PFHt each side at 6" from top of jamb and Won center continuous. Z90�7 eq � j!Mlf9 Page 3 of9 PI -010 Inc. Report No. NCfL 210-1987-1,2,3,4 Test Results 'fest sequence: PA 202 I. Air Infiltration ASTM E283-91 2. 75 MPH (with secondary locks disengaged) ASPM E330-96 3. dater Infiltration ASTM E331-93 4. %2 Test Pressure .Positive ASTM E330-96 S. t2 Test Pressure Negative ASTM E330-96 6. Design Pressure Positive ASTM E330-96 7. Design Pressure Negative ASTM E330-96 8. Nater Infiltration Positive Direction ASTM E331-93 9. Full Test pressure Positive ASTM E330-96 10. Full Test Pressure Negative ASTM E330-96 11. Forced Entry SFBC Chapter 36 .SPE N 1 (Outswing) i)' ,t : u I` llAwflon Gaines Set At Xs Air Infiltration Tests were conducted in accordance wrth DCBCCD PA 202-94 Air at 1.57 psf Actual Allowable Specimen 1 Out wing .01 cfm/fta 34 cfin/ft2 X SACS' ON I,OiC TG / CI.(3SIN9 MCE DU (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 HAM INmTRATIoN TEsTs Nater Infiltration Tess was conducted in accordance with DCBCCD PA 202 — 94 Single action locking / closing procedure 15% of 75 MPI *-x.16 psf positive Fifteen (15) minute duration Passed — No Entry WTP=7.50 psf positive Fifteen (15) minute duration Passed — No Entry- v�j� 3 Pap of9 Plaaq►ro Ina Report No. NCPL 230-19&7-1,2,3,4 r•. �' � Ant lP'RESS T1tE 'T UT t3tic Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads + 50.0 psf, - 80.0 psf specimen 1 (ou tswing) 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 0.104" 0.042„ .Mange 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" .r-A,4ax. allowable Peron. Set (0.40% of 80.625" span) = 0.3225" F(DRCED El�''>[' y ZEST Forced Entry Test was conducted in accordance with DCBCCD PA 202-94 Spmn Specimen 1 37.5" wide x $0.625" high 30 seconds (Door remained locked & shut) A 3001b. Pull in the direction that would open the specimen 6" above the locking hardware. (Dut7swing) Air infiltration Tests were conducted in accordance with DCBCCD PA 202-94 Air at 1.57 psf pecimen 2 Outswing .02� ft2 .34 cf n/fiz 5��� 4 Page 5 of Pl=Vw Inc: Report No. NCM2I0-19871,2,3,4 SPECS 2 SWGLZ A:M_O-N LQ MG_ / CHq_MG 1'BQMDURE: (Test conducted with single lock engaged) Uniform Load Structural 30 second load duration No apparent damage I4.4 psf (positive) = 75 mph 14.4 psf (positive) = 75 mph WATER 'Y.TT N TESTS Water MIft tion Test was conducted in accordance with DCBCCD PA 202 — 94 Single action locking / closing procedure 15% of 75 MM WTP 2.16 psf positive Fifteen (15) minute duration Passed — No Entry WTF-7.50 psf positive Fifteen (15) minute duration Passed -- No Entry ST.As nC AM rZL%jM TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Deskm loads + 80.0 psf, - 80.0 psi. Specimen 2 (G etswing) 2dnge 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 Perna. Set (0.4% of 80.625" span) = 0.3225" W11,4KA, "-W-NINA 75i Forced Entry Test was conducted in accordance with DCBCCD PA 202-94 e •men Sim lbs Result Specimen 2 37.5" wide x 80.625" high 30 seconds (Door remained locked do shut) ^`4 3001b. Pull in the direction that would open the specimen 6" above the locking hardware. �,�� 5 P4906 Of Report No. SCIMEN 3 Moro Inc NM 220-1987-1,2,3,4 1', il' r. j cs) Air fnfihrabon Tests were conducted in accordance with l7CBCCD PA 202-94 Air at 1.57 psf Actual MovwmbAl Specimen 3 Outsw ng .04 cWft2 .34 efrn/ft2 Uniform Load Structural 30 second load duration No apparent damage 14.4 psf (positive) = 75 mph 14.4 psf (positive) = 75 mph Water Infiltration Test was conducted in accordance with DCBCM PA 202 — 94 ,.--�sngle action locking / closing procedure 15% of 75 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 AMTESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads + 80-0 psf, - 80.0 psf. Specimen 3 (ftswing) 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" Mange of test time actual load deflection 'Perm. set Negative loads (seconds) psf 1/2 Test 30 60.0 (Design 30 80.0 Nest 30 120.0 0.104" 0:062" Max. allowable Perm Set (0.40/c of 5" span) = 0.3265" IZ27'0 6 Page 7 of 9 Plaatpm Inc. Report No. NCTL210-1987.1,2,3,4 '-'SPECI�3 Cont FORrT.1 D �NTRv TEST Forced Entry Test was conducted in accordance with DCBCCD PA 202-94 e ingg~n Size Time Result Specimen 3 37.5" wide x 81.625" high 30 seconds (Doo remained locked & shut) A 300Ib. Pull in the direction that would open the specimen 6" above the locking -hardware. EM 4 (Inswing) AIB..TRA't`rON Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94 --Mr at 1.57 psf AMW_ A11owahle .+pecimen 4 Outswing .14 cfin/W .34 cfin/ft2 ACiTaN�-'� / Cl<.t�SYN[' Piir®CEDURE (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 �ATEIt iNi,TRATIU TESTS Water Infiltration Test was conducted m accordance with DCBCCD PA 202 94 . Single action looking I closing procedure 15% of 75 WH WTP 2,16 psf positive Fifteen (15) minute duration passed _ No Entry WTI' 2.86 psf positive Fifteen (15) minute duration Passed — No Entry 7 Page8of9 Plan mbe RaponNo. NCTL210-1989-1,2,3,4 "--'SPECBMNA Coat. STATIC AIR PRESSURE TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads + 80.0 psf, - 80.0 psf< Range of test time actual load Positive loads (seconds) psf M2 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 80.0 Test 30 120.0 Specimen 4 (Inswing) deflection perm set 0.299" 0.197' deflection perm. set Max. allowable Perm. Set (0.45 -le of 81.625" span) = 0.3255" 0.114" 0.088" FORCED ENTRY TEST Forced Entry Test was conducted in accordance with DCBCCD PA 202-94 Spg�imensize 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 MPU 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 8 page 9 of 9 Mow w Inc. Report No. NCfL-210-1987-0,3,4 mote: 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. 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 from 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 - Plastpro Inc. George Chen - Plastpro Inc. Not Present Barry Portnoy, P.E. Michael Lane - NCTL John Williams - NCTL David Yalmer - NCTL NATIONAL CERTIFIED TESTING LA130RATORIES, JNC. 4�✓ t JO LIAMS Tec ic' BARRY D. PORTNOY, P.E. NO. 16258 STATE OF FLORIDA v ir 3 MIAMI -RADE COUNTY, FLORIDA *.y METRO-DADE FLAGLER_BUIL.DING _BUILDING CODE COMPLIANCE OFFICE. (BCCO) - _ 140 WAK3T FLAGLER STREET SUITE 1603 PRODUCT CONTROL DIVISION _ .. MIAMI, FLORIDA 33130-1563 f (305) 375-2901 FAX (305) 375-2908 31725 Highway 97 N. ------ -- - _. ChRoquin, OR 97624 -- --- - ----- - - This MOA is bei issued under the applicable rules and regulations governing the use of construction materials. The documentation—submitted has beenreviewed by-A43arni-Dade County -Product -Control -Division -and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by -- ims iNvF, snau not oe valla alter Meexymahon time stated tzelQ3v "ire MAmi-Dade__C_ounJyProduct Control Division UnMiami-Dade County-)-and/-or._the-AID (in-areas-other-tha�Miami-Dade -Goun ty}-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 manner, the manufacturer will incur the expense of such -testi ig an�the_ AHJfisayimmediately -- 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 Velocrt`y Hurricane Zone of the Florida Building DESCRIPTION: Series "DoorCraftg" 6'8" W/E Outswing Glazed Insulated Steel Door w/wo Sidelites APPROVAL DOCUMENT: DrawingNo. S-2105, dated -12/13/01, with revision I dated 03/15/02, titled "Wood Edge Glazed Door w/ 8i, w/out Sidelites up to 107" x 6'8 Outswing Unit", sheets" 1 through 7, prepared by R. W. Building Consultants; Inc:; bearing -the Miami -Dade County Product Control Approval stamp with the Notice of eptance_num&rr an approval_oate bytt a Miami -Dade County Product Control Division. --- MISSILE IMPACT ]RATING: None =- LABELING: Each unit shall bear -a—pe-m- anent label with the manufacturer's-name-or.logof_city, state and €ollowingstatemcii rMiarni-Dade-County -Preduet-ControtApproved"-, unless-otherwise-noted--hcrein. RENEw-Ajuof�nsNOS sl aTI be considered after a renewal application has been filed wAthemhasbeen no change- in the applicable building code -negatively-affecting the-p€rf'ormance of this -product. -- iER1C1INATION of gffNOA will occur after the expiration date or if there has been a revision or, change in the _ materials use, and/ n-=ufactum of the4 roduct.or_process._Misusc-oithisNOA_as-an-cndorsement-ofany product, for sales, advertising or any other purposes shall automatically terminate Failure to -comply - with-any-section-ofthis NOA shall be cause for termination and removal of NOA.- _ __ IZVERTISF.IVIRNT:_The L1pA number ed_by- __the _wotds-Miami-Dade-County, Florida, and followed by the expiration date may be displayed in advertisingliterature-.- If any portion of the NOA is displayed, then it shall be done in its entirety. I(�I PFf TThNr A �__ op riftWnA 11 be provided to the -user themanufacturer Or its distributors it'r 311a2iltu"Ic --T1i1111 be availl Le. 1b, inspection UL UIVJU uest of the 13 is NO consts o s page as we as approval document mentioned above. __ The submitted documentation was reviewed by Manuel Perez, P.E. DoorCraft ® WOOD EDGE WOOD EDGE GLAZED WBULATED STEEL DOOR OUTSWING"UMTS W/ d WOUT SIDELITES ,moo 14" MAX. PANEL WiDTH GENERAL NOT S THIS PRODUCT IS DESIGNED TO COMPLY WITH FLORIDA BUILDING CODE. r ?, WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY =~ TO TRANSFER LOADS TO THE STRUCTURE. p S. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS r SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL "21.125" $Ht1 rBf QQEYQ WAL4.Dt1��E$$SIN,CPi AR {S7 CCQ•1 t DES 0 P72E§SURE V�ATInIG`.FS`EE 7AlBLE PAGE' 1 ` I' l l : i i. THIS PRODUCT M THE WATER, REQUIREMENTS FOR "HIGH VELOCITY HURRCAW ZONES" SEE DESIGN PRESSURE CHART BELOW. N I. THIS SYSTEM REQUIRES WINDSORNE DEBRIS EXTERNAL OF THE roil consists of LVL measuring 1.67' x 1.042'. The bottom rail Is PROTEXTION PRESCRIBED IN SECTION. 1626.1 FLORIDA BUILDING CODE. JI MAX, RESIDENTIAL INSULATED STEEL DOOR iL (CCoo^m�tmruoen to all frame conditions) D.L.O. r mor LQQ( vvaanize ste1l A- commercial quality - AKDQ 74.5" OVERALL MAX. FRAME WIDTH 36.625" MAX. PANEL WIDTH 36" MAX. W/ASTRAGAL PANEL WiDTH 14" MAX. PANEL WiDTH I MAX. FRAME WWDTH 36" MAX. PANEL WIDTH I r r r =~ r r oenel Canefruefton a e&ft The actin and kw&e panels are constructed r 21,125" "21.125" R 4 and bottoms are bent 9L'r over the top and bottom roils. The top "215" roil consists of LVL measuring 1.67' x 1.042'. The bottom rail Is MAX. o Lo." MAX, roll formed 0.021" galvanized stool measuring 1.67" x 1.21'. The sides of the face sheet aro roll formed into the LVL latch stile iL ," WIDTH D.L.O. r 0. r WIDTH 0 6" MAX. p the polyetyrone. The panels aro routed to receive the ODL J (HP Polypropylene Thermofit-P6-30FU0391) lite frame. The units e d are glazed with .125' tempered glass. Tia flee frames are sealed with QSD compound on the exterior. D.L•O. glazing Sash Construction A glazino• The sash b constructed from 24CA (0.021' , min.) galvanized steel. The edges of the face sheet aro bent 90' N over the polystyrene core and and glued to it. The sashes aro o • z r r r Frorne Construction; The frames aro constructed from Ponderosa r r Pine Jambs measuring 4.563' x 1.25, The head, jambs- are r r N -ACTIVE LtVL a0 $ r rL] threshold measuring 4.041' x 1.0'. The threshold is attached to ao Pe frame with (3) 16GA. 2' x 7/16" crown wire staples. 'eIN-ACTIVE r a per ASTM 620 with yield strength Fy(ove.) 47,575 psi. �f?l[@LE (�]� ��.L.)ALL UNITS ARE VIEWED F h t 24 In 021 ") I ' um thickness DUTSWWG UNR\Z/SEE DETAIL "�A��.7✓ FROM INTERIOR racer a ee s., go. m nim 107" OVERALL MAX, FRAME WIDTH 36.625" MAX. PANEL WIDTH .{»- PANE M -XX H W/ GAL I r "21.125" fore d"gn, Expanded polystyrene with 1.0 to W r X25 lbe. density, by Jefd-Wen, Inc. Of } "21.125 oenel Canefruefton a e&ft The actin and kw&e panels are constructed `K8" zg form 24" (0.021" min.) gotmnized steel. The face sheet top . R r' and bottoms are bent 9L'r over the top and bottom roils. The top y M roil consists of LVL measuring 1.67' x 1.042'. The bottom rail Is roll formed 0.021" galvanized stool measuring 1.67" x 1.21'. The sides of the face sheet aro roll formed into the LVL latch stile iL ," WIDTH and Ponderosa Pine hinge stile which measure 1.67' x 1A', The 0. interior covity is rolled with polystyrene. The face sheet is glued to 0 6" MAX. p the polyetyrone. The panels aro routed to receive the ODL J (HP Polypropylene Thermofit-P6-30FU0391) lite frame. The units e d are glazed with .125' tempered glass. Tia flee frames are sealed with QSD compound on the exterior. glazing Sash Construction A glazino• The sash b constructed from 24CA (0.021' , min.) galvanized steel. The edges of the face sheet aro bent 90' N over the polystyrene core and and glued to it. The sashes aro routed to receive the ODL (ifP-Polypropylens Thermorrl-PS-30FM0391) z r fit* home. The units aro glazed with .125" tempered glass, The lite frames on sealed with QSD glazing compound on the exterior. Frorne Construction; The frames aro constructed from Ponderosa r O Pine Jambs measuring 4.563' x 1.25, The head, jambs- are r mortised and butt joined to the side jombs and attached with (3) 16GA. 2" x 7/18' crown wire staples. The units use a bump face O threshold measuring 4.041' x 1.0'. The threshold is attached to ao Pe frame with (3) 16GA. 2' x 7/16" crown wire staples. 'eIN-ACTIVE 15.5" MAX. FRAME WIDTH 107" OVERALL MAX, FRAME WIDTH 36.625" MAX. PANEL WIDTH .{»- PANE M -XX H W/ GAL I r "21.125" 14" MAX. �WIDTH PANEL ^--7' I ~ W r FRAME WIDTH Of } "21.125 o J W 0 `K8" zg _ = W R r' In y M . WIDTH 0 iL ," WIDTH WIDTH 0. 5" OVERALL MAX. FRAME WIDTH 14" MAX. PANEL WIDTH 107" OVERALL MAX, FRAME WIDTH 36.625" MAX. PANEL WIDTH .{»- PANE M -XX H W/ GAL I r "21.125" Q W r FRAME WIDTH r 21.125" "21.125 A, D L MAX., r _ = W MAX. D.L,O." MAX. D.L.O. . WIDTH le iL ," WIDTH WIDTH 0. 0 6" MAX. --7o e �� D.LO. ®8 0 z r r O � r N r O " ao rv 'eIN-ACTIVE r a I -ILL ACTIVE DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED ALL UNITS WITH WINDJAMBER It WITH IMPERIAL WITH h WITHOUT SIDEUTES ASTRAGAL ASTRAGAL SINGLE & DOUBLE TOOK SIEiFACE Bpm +50,Opsf-50.Opsf DO AU VM SURFACE BXTS ACIWE ODOR +65.Opsf-65.Opsf +50.0 sf -50.0 sf 15.5" MAX. Q FRAME WIDTH IXy' 14' MAX. # ^ PANEL WiDTH iL --7o z O � O 6" MAX. a O.L.O. N � N � o � o -o, c c; z cc I t/�! 9UILDINO DOUBLE W/SIDt1R£S ZE!2 SCSEE DETAIL "A OUTSWINC LIN .. o, r nr nnurc�rcc SHT.3 sr: WLN rf: RW NO NO.: S-2105 1 or L DOOR PANEL ROSS -SECTION V m NK Cb C5 4ASA PANEL THK. m F17JO-sis-M-T. 'GIL SEE NOTE 3 MIN= m =Mirigym sHt, 4 psi ml m 61"t 't C. Rur F, �j t; 1:_f LIX.•60•Ij I .:a, J" , � CL W -PW A25' MIN' "S T?7�� SEE NOTE 6 SNL 4 2 EXYMIOR offiluMm Us mffga� dd V m NK Cb C5 4ASA m F17JO-sis-M-T. 'GIL MIN= m =Mirigym psi ml m 61"t 't C. Rur F, �j t; 1:_f LIX.•60•Ij I .:a, J" , � W -PW Rm offiluMm Us mffga� V m NK Cb C5 4ASA ASTPAM MAMM BUTS (4) 2 SMT. 4 BUTS Totilil. (2) 8.0' L x @/ SCENOTE 21 42 a SK 4 SEE NOTE 3 .312' DIAL 0 9070110 2 =80 SK 4 13 SEE NOTE I Sl(O, 4 7 �—Ar Jim I C -SINK SEE DEStON * PRCSSURE CHARY !met 4 THK A7 JS �f.'` © A � Win. 4 ffi .1.... �I 2 SMT. 4 @/ 40 SEE NOTE 3 SK 4 \a/ AT A�� OPnOkAL AilleftAl. ASTRAC& �—Ar Jim I C -SINK SEE DEStON * PRCSSURE CHARY �—.23 MAX. 4 THK t8. , ' JS �f.'` © A � Win. 4 ffi lit ♦ �. l - �- 2 SMT. 4 @/ 40 SEE NOTE 3 SK 4 \a/ AT A�� OPnOkAL AilleftAl. ASTRAC& �—Ar Jim I C -SINK SEE DEStON * PRCSSURE CHARY �—.23 MAX. 4 THK t8. , ' JS EMB. SEE NOTE 5 SHT. 4. 3738 d39 SEE NOTE 4 32 3 SHT, 4 SEE NOTE SEE NOTE 4 SHT, 4 7 SHT, 4 NOTE �T l 6 EXMIQ 13 14 8 SHTSEE .4E v Q N' 29 1..�I: 40R.�.. SEE NOTE 3 SHT. 4 SEE NOTE J �F•.�" "��7!' 8 SHT. 4"Mro314 5 �� o 3 J4 40 � Yanl 12 32 47 SEE NOTE H SEE` NOTE i� HORIZONTAL CROSS Sr(QN SEE NOTE SEE NOTE 3 SHT. 4 3 SHT. 4 4 AT SUFL 0 HINOE AE TYP, 7 SHTT, 4 4 SHT. 4 > NOTES: 1. SPACING FOR 18 x 1' PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE MMCTIVE DOOR S AS FOLLOWS: TOP DOWN; 1.0', 3.0' & 5.0. FROM THE BOTTOM UP; 1.0', 3.0', 5.0, 20.0' & 38.75'• 2. SPACING FOR 110 x 1' PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR S AS FOLLOWS: FROM THE TOP DOWN B BOTTOM UP; 1.0, 2.57, 4.0', 5.5, 13.0", 18.0' k 28.0. 3. SPACING FOR 18 x 1 1/2' PLASCREW IS AS FOLLOWS; TOP & BOTTOM; (2) SCREWS 3.01 IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES; 3.0', 13.0', 28.0 39.0'. 52.0" 6: 63.0'. 4, SPACING FOR BRAD TRIM NAIL J/4' L ATTACHING THE QUARTER ROUND TO THE SIDELRE IS AS FOLLOWS: TOP k BOTTOM; 1.25' IN FROM EACH HORIZONTAL CORNER WITH (1) MORE NAN IN THE MIDDLE. SIDES; 1.25' FROM EACH END h SIX .MORE..EQUALLY SPACED ON THE FIELD: S. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE 18 x 2 %2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATTE TO THE JAMB AND IOEUTE JAMB AT THE MULLION USE 18 x 2.' PFH WOOD SCREW. S. SPACING FOR 18 x 2.5' PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED, A TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION. 7. THE SIDEUTE IS SECURED INTO THE SIOELITE JAMB WITH SILICONE CAULK ON THREE SIDES k 3/8' x 3/8' 1/4 ROUND a BRAD TRIM NAIL x 3/4' L 8. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE 110 x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 110 x 1 3/4" PFH WOOD SCREW. 9. THE MULLION CAP IS ATTACHED To THE PRESSURE TREATED REINFOECEMENT WITH ITEM 116 A 1' TRIM NAIL SPACED A MAX. OF 12' ON CENTER. .25" MAX. , SHIM THK. SEE ,NOTE A.& SEE NOTE 4 SHT. 4 3 SHT. 4 SEE NOTE 7 SHT, 4 ALAIMWO)RIZON�onet 1NENTYR u C-0yi t *ft th. 813.684.3831 III _ SEE DETAIL F" SHEET 5 33" INGE ETAIL G_H TODJAMBS de DOOR SEE NOTE 5 SHT. 4. 0 0 0 SURFACE BOLT SUS �ry� STRIKEPLATESv RET ji LTSTHAO SRRETTAIIN Lq�8 L pHp�I ER SUSRTFRACE LA STRIKE +PLATE SURFAC BOLT �7RIKE PL SEE DETAIL G SHEET 5 r^� M / I 7j f I% � - � i %. i � �'{• I I I SEE DETAIL G SHEEP 5 3" V AC ^ M r a -T IT ---4.5" 4.5' I \ g a SINGLE DOOR W/SIOEI ITES ANCHORING LOCATIONS SEE NOTE S SHT. 4 4 SEE NOTE 5 SHL 4 ASTRAC& RETAWER BOLT HOLES uSt BE DALLED THROUGH ❑ THE THRE&IKU d INTO THE TEST BUCK DEEP ENOUGH OE7AL H STRIKE FOR A 2' THROW PLATES TO WINDJAMER pETAlL J STRIKE ASTRAGAL PLATES TO JAMBS SURFACE BOLT SEE NOTE 5 SHT. 4 S77tIKE P�11T DETAIL K 511 i T T RETAINER RBOLT HOLES gmofT IPE MOCE 3" rtT TYP. s" —I IMPERIAL ASTRAGAL RETAINER BOLT THRESHOLD IPTIONAL DETAIL H STRIKE STRIKE PLATE & OPTIONAL PLATES TO IMPERIAL ASTRAGAL °j .:7YP...1 h SE, DETA14 HEFT- 5'.. H 1p M� • � IYP. A � A A M raj �—I p. I 1 I Orrp i B. 3" 33. 3" SEE DETAIL K SHT. 5 DDIIRI F DOOR ANCHORING LOCATIONS INGE ETAIL G_H TODJAMBS de DOOR SEE NOTE 5 SHT. 4. 0 0 0 SURFACE BOLT SUS �ry� STRIKEPLATESv RET ji LTSTHAO SRRETTAIIN Lq�8 L pHp�I ER SUSRTFRACE LA STRIKE +PLATE SURFAC BOLT �7RIKE PL SEE DETAIL G SHEET 5 r^� M / I 7j f I% � - � i %. i � �'{• I I I SEE DETAIL G SHEEP 5 3" V AC ^ M r a -T IT ---4.5" 4.5' I \ g a SINGLE DOOR W/SIOEI ITES ANCHORING LOCATIONS SEE NOTE S SHT. 4 4 SEE NOTE 5 SHL 4 ASTRAC& RETAWER BOLT HOLES uSt BE DALLED THROUGH ❑ THE THRE&IKU d INTO THE TEST BUCK DEEP ENOUGH OE7AL H STRIKE FOR A 2' THROW PLATES TO WINDJAMER pETAlL J STRIKE ASTRAGAL PLATES TO JAMBS SURFACE BOLT SEE NOTE 5 SHT. 4 S77tIKE P�11T DETAIL K 511 i T T RETAINER RBOLT HOLES gmofT IPE MOCE 513.6 III MIN aac mi RN N �ad.n ORO" Am. 5-2105 slscr 5 a _ EPLAATTET rtT OPTIODET Ig K,ygll tSUR NAL gTRIKE IMPERIAL ASTRAGAL RETAINER BOLT THRESHOLD IPTIONAL DETAIL H STRIKE STRIKE PLATE & OPTIONAL PLATES TO IMPERIAL ASTRAGAL 513.6 III MIN aac mi RN N �ad.n ORO" Am. 5-2105 slscr 5 a _ 1 E-- r 4.5" ter.. ' v.�m,.,�� • 4• .- ..•.: ,roll :. •. •: . .�: r.•. INTERIO 2 5' GLASS SITE SEE NOTE 34 rvAMU DETAIL FOR DOOR_PAN SEE NOTE 3 SHT. 4 SHL 4 Je SIDELITES 1/8' TEMPERED GLASS 40 SEE DESIGN PRESSURE CHART SEE DETAIL v G SHEET 5 TYR' SEE I ® I N Z p io DETAIL J SHL M r� 5Typ r h . Ty. ^ f 4t � p TYP, tl SING F DOOR ANCHORING LOCATIONS zx� 3 _ 441 0 125' TEMP, CLASS ffiEB14B .75" AIR SPACE 125" TEMP. GLASS -.75' STEEL INTERCEPT INTERIOg SPACER .5' GLASS SITE GLAZING DETAIL DOOR PANEL 1' INSULATED TEMPERED CLASS SEE DESIGN PRESSURE CHART (OPTIONAL PANEL GLAZING) wr 813,664.3831 II I 5-2105 or SEE DETAIL -- 4.5" SEE DETAIL 'F' r--�—sw F— 3" I SHEET 5 �04.5' 1 3' n 3" TYP, . n _ M b v� SEE DETAIL _ 'i H SHEET 5 SEE NOTE 6 SHT' 4 SEE NOTE _ SHT. 4 T6 ryp• L i� t�Np M ®M ®' >+ 1 TIP• I 1.11 1 1 3' 6` 3, 1 E-- r 4.5" ter.. ' v.�m,.,�� • 4• .- ..•.: ,roll :. •. •: . .�: r.•. INTERIO 2 5' GLASS SITE SEE NOTE 34 rvAMU DETAIL FOR DOOR_PAN SEE NOTE 3 SHT. 4 SHL 4 Je SIDELITES 1/8' TEMPERED GLASS 40 SEE DESIGN PRESSURE CHART SEE DETAIL v G SHEET 5 TYR' SEE I ® I N Z p io DETAIL J SHL M r� 5Typ r h . Ty. ^ f 4t � p TYP, tl SING F DOOR ANCHORING LOCATIONS zx� 3 _ 441 0 125' TEMP, CLASS ffiEB14B .75" AIR SPACE 125" TEMP. GLASS -.75' STEEL INTERCEPT INTERIOg SPACER .5' GLASS SITE GLAZING DETAIL DOOR PANEL 1' INSULATED TEMPERED CLASS SEE DESIGN PRESSURE CHART (OPTIONAL PANEL GLAZING) wr 813,664.3831 II I 5-2105 or SEE DETAIL -- 4.5" G SHEET 5 — 3" F— 3" I TYP n n _ M b 1 E-- r 4.5" ter.. ' v.�m,.,�� • 4• .- ..•.: ,roll :. •. •: . .�: r.•. INTERIO 2 5' GLASS SITE SEE NOTE 34 rvAMU DETAIL FOR DOOR_PAN SEE NOTE 3 SHT. 4 SHL 4 Je SIDELITES 1/8' TEMPERED GLASS 40 SEE DESIGN PRESSURE CHART SEE DETAIL v G SHEET 5 TYR' SEE I ® I N Z p io DETAIL J SHL M r� 5Typ r h . Ty. ^ f 4t � p TYP, tl SING F DOOR ANCHORING LOCATIONS zx� 3 _ 441 0 125' TEMP, CLASS ffiEB14B .75" AIR SPACE 125" TEMP. GLASS -.75' STEEL INTERCEPT INTERIOg SPACER .5' GLASS SITE GLAZING DETAIL DOOR PANEL 1' INSULATED TEMPERED CLASS SEE DESIGN PRESSURE CHART (OPTIONAL PANEL GLAZING) wr 813,664.3831 II I 5-2105 or 3.0' 4,5825' 4,5625" ' j--1.67" { I"" .125" 7 1 ----"� 1 N T N 0 Q� N 2.4375" ®� L ITE FRAME ODL GRILL TRU 22 w00 FRAME HP POLYPROPOLENE FOR ;48I vi LATCH STI F (THERMOFIL-P6-30FMO391) DRf7TRU FOR _ += O�� 1/0-.GLASS FRAME SCREW 2PLCS 357" DIA ASTRAGAL S 3 RETAINER BOLTS 1.67" `.. 1" WINDJAMBER It WHAW STRIKE PLATE n STEEL PLATE n o 4.041"� 2.4375"—moi L ^ LITE FRAME ODL } O13 itHP POLYPROPOLENE HINGE ST? LE (THERMOFfL-P6-JOFM0391) 1" GLASS FRAME IQ3 OUT-(MNG SUMPFACE THRESHOLD $ O O X\ LOW PMOLE ��ee .050" EXTRUDED ALUMINUM O •25" 2.375" ASTRAGAL HAS 4 x 4 STEEL DOOR H)NCE O r---2.875"--1 i o�^o (1) 9.0" L. x 312" DIA. .097" THK. STEEL BY RACER BOLT O TOP do 1 Oo 1 9.0" L. x .312" DIA O O � I �L.r o BOTTOM 1.73" --I I r-------- t 1.875" ---- I O 49 ��-}-L.9�1�2�"� SURFACE BOT STRIKE (EYES .125" STEEL 1 DOOR STEEL EDGE CAP ROM IMPERL _9S1LSflSe91 r c\OIA VARIES W/LOCK USED EXTRUDED ALUMINUM .075" SEE DESIGN PRESSURE CHART '� v 8. t ASTRAGAL. HAS WOOD LOCK BLOCK 1.71" THK. 1$ E111318=4:.3831 wNQ O rn " 1— WdLTS 8 .0" L. x .312" DW, , u+c O BOTTOM d (2 8 .0" L. x .312" DIA. Q N $6LTS O 70P 12 13 01 -{-�- ftWAZ rid. Rind ft Codes wUL W O NTS N " .140" !0 1.767"—i t�M - cw. w, RW 525" O MLni Prodaet MWNG NO. r��PRE ION WATH RSRTIP Aeraerr� ryyQ�g1/gE)p // 28 pr 5-2103 NN� F(:FL 0-LGN. ODS 650 SURFACE BOLT (15!ES. 25* STEEL MODEL 4',41 �i - (WR68J T-8063 EXTRUDED ALUMINUM