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HomeMy WebLinkAbout142 Monterey Oaks Dr (2)Permit # : ©S _ —� I O Job Address: Description o CITY OF SANFORD PERMIT APPLICATION RECEIVED Date: e r IG fi!a 00p Historic District: Zoning: Value of Work: Permit Type: Building �'/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool r Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempoftry 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 #: 33- 1 1 1J ���~ b a p (Attach Proof of Ownership & Legal Description) Owners Name & Address: iu 1 ��Gl�`� L1r + I r raVld�( h y-i—i `c -C, � Li"4 V ►�+ Y�l ��� 8&'y\A � FLv �1 1 I Phone: L41 — �D l Le Contractor Name & Address: LaCtjelc bnvs ��;` F �� rC"o 1 L 3 a State License Number: ca-sd wl -1Q Phone &Fax: U - �otPo�0t1A 1 Lr_)�_f t Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: 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. 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 su Ali �s 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 Signature of Ow+r/A#t Date Name 1105 s �f lorida Lien Law, FS 713 cv-J e o Contractor/Agent n Date n acto gent's Name VVI 4t -" S' SignCe -State of Florida D to Signature of Notary -State of Florida Date PATRICK GRAHAM MY COMMISSION # DO 341373EXPIRES: July 26, 2008DEBBIE BLANTON OwnC tr r n �CQMM►8�t�A LKd91 ll�j N orPro 'unced IDE IX�RES: Febru�. t-600 NOTARY FL Notary Discount Assoc, co. wv APPLICATION APPIZOVED Bl': Bldg: 1 Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Inial & Date, Special Conditions: � y3 m(ult J back LIMITED POWER OF ATTORNEY 1 hereby name and appoint'':^^ I c'u- __Printed Name of Appointee C —Company Name of Appointee to be my lawful attomey-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 all things necessary to this appointment: --_-- Section Township — Range ,a- Ko r�`ei%� 0Q16 PfL � � d ref 6+ _— Subdivision 5-(0 _— Block —lot J—_ fret n _- nOMIA , —Project Address g ] IV �-6/,A ettl A&tdj_g,$_Owner of Property o e _0(1V!� ,)q --:—Owner Address Signed: -- Date: :2nzo igned:-- Date:Z•LD -O J Certified Contractor: AC41� / 7- printed printed name Contractor license #:_ CBG /Zsay jfv_ State of FloMe ) County off 14 L[±4erof11UJ, _ {name of person to ma or who has produced Commesion aspires: F0F"*Wd91om0yJ042 VdV by O ;= Commission #DD 187534 �•::a= Expires: Feb 24, 2007 P R�` •oe : Bonded Ttw �O Atlantic Bonding Co., Inc. From: Phyllis Nicholas 407-249-0710 To: Dan Decker Date: 7/10/2005 Time: 12:49:22 AM Page 1 of 1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total $1659.24 ETA 7/17 Ci/Sanford (2) Masonite - fbgl 407 616-3051 0264 http://www.scpafl.org/pIs/web/re—web.seininole__county title?parcel=33193051700000220... 7/6/2005 04 viii.J4EtFJMA,.AIS A UFWJUY o- 1101.tT sT SPANtSW SAY DR" SA14FORD, Fl�J7t14dD 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 33-19-30-517-0000- Si- Number of Buildings: 1 T Parcel Id: 0220 ax District: SANFORD Depreciated Bldg Value: $95,221 Owner: CEZALLEN BILLY & Exemptions: Depreciated EXFT Value: $11,390 Own/Addr: MARTINKA MANDY R Land Value (Market): $25,000 Address: 142 MONTEREY OAKS DR Land Value Ag: $0 City, State,ZipCode: SANFORD FL 32771 Just/Market Value: $131,611 Property Address: 142 MONTEREY OAKS DR SANFORD 32771 Assessed Value (SOH): $131,611 Subdivision Name: MONTEREY OAKS PH 1, A REPLAT Exempt Value: $0 Dor: 01 -SINGLE FAMILY Taxable Value: $131,611 Tax Estimator SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp WARRANTY DEED 01/2004 05185 0891 $154,000 Improved 2004 Tax Bill Amount: $1,520 SPECIAL WARRANTY DEED 04/2000 03836 0784 $109,100 Improved 2004 Taxable Value: $74,146 WARRANTY DEED 11/1999 03778 1074 $330,000 Vacant DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 22 MONTEREY OAKS PH 1, A REP LAT PB 56 PGS 33 & 34 LOT 0 0 1.000 25,000.00 $25,000 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2000 7 1,472 1,881 1,472 CB/STUCCO $95,221 $97,663 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 14 Appendage l Sgft GARAGE FINISHED/ 395 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New POOL GUNITE 2000 328 $5,740 $6,560 GAS HEATER 2000 1 $550 $1,100 SCREEN ENCLOSURE 2000 1,839 $3,066 $3,678 COOL DECK PATIO 2000 450 $1,378 $1,575 ALUM PORCH W/GONG FL 2000 121 $656 $787 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 rope/t our next ear's plope/ty propertytax will be based on JustlMarket value. http://www.scpafl.org/pIs/web/re—web.seininole__county title?parcel=33193051700000220... 7/6/2005 Cezallen Residence 142 Monterey Oaks Drive Sanford, FL 32771 Replace front entry door unit. { s �r i v MIAMM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NPA1 Premdor Exterior Door Product 1955 Powis Road West Chicago, IL 60185 MIAM- DARE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MtAML FLORIDA 33130-1563 (305) 375-2941 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -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 the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in 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 manner, 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: Fiberglass Door Glazed 618" Outswing w/wo Sidelites APPROVAL DOCUMENT: Drawing No. S-2202, titled "Exterior Door Product Single & Doubl Outswing 6'8 Glazed Fiberglass Door", sheets I through 8, prepared by RW Building Consultants, Inc., dated 1/17/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT DATING: 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 the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02-0418.03 Expiration Dater December 26, 2007 Approval Date: December 26, 2002 Page 1 Premdor Ea rlor,Door Pruducts NOTICE OF ACCEPTA,KL.- EV1DENCE &UM rnED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S-2202, titled "Exterior Door Product Single & Doubl Outswing 6'8 Glazed Fiberglass Door", sheets I through 8, prepared by RW Building Consultants, Inc., dated 1/17/02. B. TESTS L 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 a fiberglass outswing/inswing glazed double door, prepared by Certified Testing Laboratories, Test Report No. CTLA805W-2, dated 2/3/02, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS I . Anchor Calculations and structural analysis, prepared by Lyndon Schmidt, P.E., dated 3/12/02, signed and sealed by Lyndon Schmidt, P.E. D. MATERIAL CERTIFICATIONS I . Notice of Acceptance No. 01-0718.08 issued to ODL, Inca for "HP Polypropylene Doorlight Assembly" dated 1/17/02, expiring on 1/17/06. 2. Test Report No. ETC -00-577-10148.0; prepared by ETC Laboratories, issued to RSL, Inc., dated 12/15/01, for Extruded PVC, tested per ASTM D 635 - 91"Standard Test Method for Rate of Burning and Time of Burning of Self - Supporting Plastics in a Horizontal Position"; ASTM D 2843-93 "Standard Test Method for Density of Smoke from the Burning or Decomposition of PIastics"; ASTM D790-96 "Standard Test Methods for Flexural Properties of Unreinforced and reinforced Plastics and Electrical Insulating Materials,, signed and sealed by Joseph L. Doldan, P.E. 3. Test Report No. ETC -01-756-10828.0, prepared by ETC Laboratories, issued to Trinity Glass International, dated 5/22/01, for non -foam lupoy, tested per ASTM D 635 -96"Standard Test Method for Rate of Burning and Time of Burning of Self -Supporting Plastics in a Horizontal Position'; ASTM D 2843-93 "Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics'; ASTM D1929-96 "Standard Test Methods for lotion Properties of Plastics, ASTM D 638 -96"Standard Test Method for Ten erties of Plastics" signed and sealed by Joseph L. Doldan, F.E. Theodore Be an, P.E., Deputy Director Product Control Division NOA No 02-0418.03 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 E-1 Premium Ouallly Doors FIBERGLASS GLAZED OUT -SWING DOOR GENE et NOT�yC 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, S, PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETA1tS, ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4, DESIGNED PRESSURE RA77NG SEE TABLE PAGE 1, 5. THIS PRODUCT MFFTHE WATER REOWREMENTS FOR HIGH VELOCITY HURRICANE ZONES' WITH THE USE OF THE HIGH DAMP BUMP THRESHOLD. 6. THIS SYSTEM REOUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 7626.1 SOF THE FLORIDA BUILDING CODE. �o wwTH � E x OICR4L FOMUE IV*,,, -1 OVERAt14rWt6 NrDirr 1 ri efeul+F= rn0rr3 110.5' MAX 148,5' MAX r- oVEiMLL rRUME 10,OvERALI. 'FRAME %VTr3 -----� DESIGN PRESSURE RATING WHERE WATER INFILTRATION REOIIREME T tS NEEDED 148.5" MAX, OVERALL ALL FRAME WIDTH 37.25' MAX. 36-375"AX. P� 35.75' MAX. }�.. MAX. FRAME WIDTH 1 —1 UNIT TYPE Posrm NECAnVE 37.50" MAX. OVERALL WIDTH 35.75" MAX, - 55,0 PSF SINGLE WITH SIDELITES + 55,0 PSF PANEL WIpTH � PANEL PANEL WIDTH 1111 - 55,0 PSF DOUBLE W/WO SIDELITES {WITH ENDURA UlTwATE ASTRAGAL) + 52.0 PSF � PANEL WKfTH �--�---= i 21 " MAX, O.L.O. 21 " MAX. O.L.O. I i' W W WIDTH WIDTH f w X 21 " MAX. z a % i w x W to Zd O.L.O. WIDTH Oco � n h OVERAt14rWt6 NrDirr 1 ri efeul+F= rn0rr3 110.5' MAX 148,5' MAX r- oVEiMLL rRUME 10,OvERALI. 'FRAME %VTr3 -----� DESIGN PRESSURE RATING WHERE WATER INFILTRATION REOIIREME T tS NEEDED UNIT TYPE Posrm NECAnVE SINGLE + 55.0 PSF - 55,0 PSF SINGLE WITH SIDELITES + 55,0 PSF - 55.0 PSF DOUBLE W SIDEUTES {WITH GENESIS WiDdAMBER II ASTRAGAL) + 55,0 PSF - 55,0 PSF DOUBLE W/WO SIDELITES {WITH ENDURA UlTwATE ASTRAGAL) + 52.0 PSF - 52.0 PSF u� n O cc CC C00 -0N T� a z Wo ci BE 3 Br. WU en RW S-2202 1 of Ito a0 SEE NOTE 2 SHT. 7 SEE GLAZING DETAILS Z 3m �;^� 3 _ �R �E♦�OSS SEGTIONSECTION ,.. QyfR'fi CROSS SfCTIDN SIDELME PANEL k--17 a0 SEE NOTE z 2 SHT, 7 SEE GLAZING DETAILS C U 00 � O 40� VT c CC 0 L7 ffi4�� tit IVa Cl. N.T.S. WL —1Y er RW ap raD.: S-2202 2 or 6 �� ffim ASTRAGAL RETAIENER TBOLTS (.)i BOLTS TOTAL, (2) 8.0" O TOP k (2) 8.0" L. 9 BOTTOM L_Ll,�{1LONTAL CROSS ccrT1ON `3J INSWrtNG UNIT SEE NOTE � W/WiNDJIWBER ASTRAGAL MFG UY 5 SET, 7 3O GENESIS ARCHITECTURAL PRODUCTS (ALTERNATE) C1 HORIZONfA ROCSCTION INSWING UNR ULTIMATE ASTRAGAL MFG BY ENOURA PRODUCTS ASTRAGAL RETAINER BOLTS (2) / BOLTS TOTAL, (1) 19,75' O TOP (1) 19.75" L. O BOTTOM ts�.. I"TW2D AL WE CKtnru 3 LATCH TO SWELRE (SHOWN WRH 3'0 SIDELITE N4I£ LxNCUPPEO UIMINAE10MU1110N USED WITH .CONTINWU5 HEa0 & THE (2) FRAMES ARE THREsNOIa 5 GLUED TOGETHER W/ CONSTRUCTION ADHESNE I7 x a� �d (DOT CRDSC S£r15n� (DOTCH TO SIaELR£ ' (SHOWN WITH 14' SLDELrtE) ORMS UUNNCLLWPE WD ULLM WHEN NOTFUSING CONTINUOUS HEAD & THRESHOLD �dop�!es,C fPrM;k sr. WL a+: RM Mp N0_ 5-3202 _3 or f_SHT,_ 7 EXIERi K;/ lbJ 1 SHT. 77 SEE NOTE �_HORIZONT RO S c 7� H�iGE 70 S1DELfiE (SHOWN WITH 3'0 5'0'UTE' NOTE, AM UNCLIPPED LINATED MULLION USED WITH CONTINUOUS HEAD & THRESHOLD i� 3 +llIE6l43 � L_i1.fHiR120NTAL CROSS ccrnON HINGE TO SIDEUTE (SHOWN WITH 14' SIDELITE) hM UNCUPPDMULLON WHENN NOTAM8FORMS USING CONTINUOUS HEAD & THRESHOLD THE (2) FRAMES ARE CLUED TOGETHER W/ CONSTRUCTION ADHESNE SEE NOTE 2 SHT. 7' 2) 1. IS' MIN. EMS. .25' MAX. SHIM 15- II C-SfMNK AX D SEE r�iE 3 SHT. 7z ,4 39 3 343 a Q HORIZONT ROSS rrnn. `4 SIDELffE TO BL{CK INITERIO 39 SEtr 'NOTE�t HORIZONT CROS QCT{^u 4 HRJGE TO BUCK 10 c O D C) Q ( ko " 4 Q O CO CO rn Q) CE (- WL ft RN w NDa S-2202 4 or 6.0" - 3.0' 3.0" --4 1.- — 6.0" 3.0" s.o' — 3.0" 3. 6" 6' @ 6" 6" TYP. � N n � 0,, J W SEE DETAIL "C" SHT. 6 '" A A A SEE DETAIL a h 6" "0" SHT, 6 6" 3" 6' 6' 3' SEE DETAIL 3" ' E' SHT. 6 — 6.0" 3.0" ,p o cd WHEN ATTACHING SIDELITE THE ABOVE ANCHORING APPLIES. SEE DETAIL 'F' SHT. 6 DOtJBtE DOOR Typ, T Typ c «n 40 co Y SEE DETAIL .n y D" SHT. 6 } vi �gJ �• W SEE DETAIL IWH SHT. 6 a C m G co m n b _ 6". 6.0" - 3.0' 3.0" --4 1.- — 6.0" 3.0" s.o' — 3.0" 3. 6" 6' @ 6" 6" TYP. � N n � 0,, J W SEE DETAIL "C" SHT. 6 '" A A A SEE DETAIL a h 6" "0" SHT, 6 6" 3" 6' 6' 3' SEE DETAIL 3" ' E' SHT. 6 — 6.0" 3.0" ,p o cd WHEN ATTACHING SIDELITE THE ABOVE ANCHORING APPLIES. SEE DETAIL 'F' SHT. 6 DOtJBtE DOOR iff ATTACHED NUOVS NfADER DETAIL "E' WNDJAWBE, a e ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN, ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE BE & INTO THE TEST SUCK DEEP ENOUGH FOR A 2' THROW In IL SEE DETAIL 6- -C. SEE DETAIL3' SEE DETAIL 6' "E" 3- 3 . - 3" 3" 3' r � J 1 J ® TVP. 3" TYP. ® TYP. 3- TYP.TYR WP io a _ ua V TYP. r B SEE DETAIL "D" g A A B O SEE DETAIL 6 'B" 3' 6" 3' _ a tO I J 1 6 ® 6• -{ ® I TYP, r r 3- SEE DETAIL a v --J6 -F- DOUBLE DOOR WITH (2) 3'0 SIDELITfS D-1-9 26 DETAIL �' ENDURA ASTRAGAL 26 7 ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME TAIL "C' AS SHOWN. DETAIL "D" ASTRAGAL RETAINER BOLT HOLE Qi; MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE TEST SUCK DEEP ENOUGH FOR A 1.375` THROW DETAIL f" ENDURA ASTRAGA T:A, dpi " 00 `O o � .onq 'V) 00 CS 0- ui V'o ) CL all 3 + N. T.S. uK. Wr RW S-2202 J Or_ 33 .25" STEEL - INTERCEPT SPACER EXTERKM 5 37 TEMP. GLASS 'i Vit.• .25" AIR SPACE 125" TEMP, NT RIOR _Z GLASS 25 ti 40 25 n 1/2- INSULATED TEMPERED G aS SEE NOTE (ODL) 2 SHT. 7 .50" GLASS BITE .25" STEEL INTERCEPT 35 FACER 25 39 .125' TEMP. EXTERIOR GLASS = "} 25" AIR SPACE INTERIOR ]C z_ ti 125" TEMP. 25 g a GLASS ao e� SEE NOTE rj 1" INSULATED T INP R [I G s 2 SHT. 7 .50" (SPECIALTY SAYLITE) .25" STEEL INTERCEPT 25 34 SPACER EXTERIOR .125' TEMP. GLASS 25" AIR SPACE x .125" TEMP. GLASS SEE NOTE jN �1L.�. INSULATED .�T.aiWFRED GLASS 2 SHT, 7 50". (RSL) N GLASS SITE 25' STEEL 32 INTERCEPT SPACER EXTERKSR 25 36 .125' TEMP. r GLASS INTERI .50" GLASS BITE GLASS SITE SEE NOTE NOTES: 2 SHT. 7 1. SPACING FOR ITEM #44 THE PIN NAIL ATTACHING THE SIDELITE TRIM IS AS FOLLOWS: TOP & BOTTOM (1) AT 2.0" FROM OVTSIO£ CORNER WITH (3) MORE 3.75" O.C. SIDES FROM TOP DOWN; (1) AT 2,75' FROM VERTICAL CORNERS WITH (6) MORE AT 14.0" O.C. MAX. 2, SPACING FOR ITEM #40 WITH ITEM #32; TOP & BOTTOM (1) SCREW IN THE CENTER AND (1) 3.75 FROM EACH HORIZONTAL CORNER. TOP DOWN, 3.375", 10.75 18.125", 25.5', 32.875", 40,25", 47,75 55.125" & 62.5'.SPACING FOR ITEM #40 WITH {TEM #33; TOP & BOTTOM (1) SCREW IN THE CENTER & (1) 3.25' FROM EACH HORIZONTAL CORNER. TOP DOWN 3.25 13.75", 26.5", 39,25 52.0% & 62.625" 'SPACING FOR ITEM #40 WITH $34, TOP & BOTTOM; (1) SCREW IN THE CENTER & (1) 3.75" FROM HORIZONTAL CORNERS, TOP DOWN, 4.5 1$,25", 33.0", 47.625" & 81.375 SPACING FOR ITEM #40 WITH ITEM 35, TOP AND BOTTOM (1) SCREW IN THE CENTER & (1) .75" FROM EACH HORIZONTAL CORNER. TOP DOWN 13.125 26.25", 39.375" & 52.5'. 3. THE SIDELITE IS HELD INTO THE FRAME IN THE 2 PIECE MULLION APPLICATION WITH ITEM #14 (/10 X 2") SPACING AS FOLLOWS; HEADER ANO OUTSWING THRESHOLD; (1) SCREW 3.0" FROM EACH HORIZONTAL CORNER. IN THE INSWING APPLICATION USE ITEM 150 (#10 X 3") IN THE INSWING THRESHOLD. SIDES; (1) AT 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE EQUALLY SPACED, 4, SPACING FOR ITEM 141 ATTACHING THE WINDJAMBER ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS; FROM THE BOTTOM UP; 1.0', 3.0', 5.0", 20.0", 38.75" do 57.75'. FROM THE TOP DOWN; 1.0", 3.0" & 5.0". 5. SPACING FOR ITEM #49 ATTACHING THE ENDURA ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS FROM TOP DOWN: (2) SCREWS AT 3.0' DOWN AND .68" APART, 4.0', 11,0", 19.0", 27,0", 34.0", 44.0", 51.0, 58.875', 66.875', 73.875", & (2) AT 74,875" .68' APART. THERE IS (1) ADDITIONAL #8 x 1,75" DECK SCREW AT 51,75' DOWN FROM THE TOP. ALL THE SCREWS COMING DOWN THE ASTRAGAL ARE GERED EXCEPT FOR THE 1.75" SCREW, R IS CENTERED ON THE ASTRAGAL.. 6, THE SIDELITE IS HELD INTO THE FRAME IN THE (PIECE MULLION APPLICATION WITH ITEM `14 SPACING AS FOLLOWS; HEADER AND THRESHOLD; (1) SCREW 3.0" FROM EACH HORIZONTAL CORNER. JAMB SIDE: (1) AT 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE EQUALLY EQUALLY SPACED, AT THE HINGE MULLION THE SIOEUTE IS HELD IN WITH (2) ITEM #42 AT EACH HINGE LOCATION. AT EACH STRIKE MULLION THE SIDELITE IS HELD IN WITH ITEM #42 SPACED 6.0" FROM TOP AND BOTTOM CORNERS WITH (4) MORE EQUALLY SPACED. 25" AIR 7SPACE 125' TEMP. i GLASS In 1/2* INSULATED TEMPERED 01 eSc . (TRINITY / AMPAC) to n O 4 `L tD yIQ to CL U rry IU) V 40 T, Z wo. ft WLi sr. RW NO NDA S-2202 _7 or 6 w ------ 4.5625" 2,4375" 1.0' �' v � " }--,3125 j T � �o of �' in l 43 SIDELITE WOOD TRIM 1, N � 3 4 5 1°l�ll MBR F e O LIT FT�eM DD SC� 33 HP POLYI?ROPYI FNP � Q q � 15 LOCK BLOC K C� (THERMOFIL-26 _0FMC391) �_ rrt 1.787' ASTRAGAL HAS $ p�j U �• j-1.581 29 (2) 8 .0" 2$ ^ S 4,375" 2.521' N v� BOLTS ®BOTJOd/ W 0. h— 2.128" T ' BOLTS 0 TOP 3 1 f- (WRASE n O N N i0 T-6063 EXTRUDED MINUAI i� ATCH do HINGESTI IF .�.� O WEAT ERSRTIP � TRINITY/AMPAC 3-0 RL RANK sni F � �OxCRfYN LOXSEAL V—.9550 28 LAMINATED LUMBERMULLION 32 5" GLASS IT FRAME LAMINATED LUMBER W/PIN£ CAP PDLYPRO N n �--- z.488' 3.25 2' i 11 DOORTP. RAIL .140' � I-- 5.25" -- .505 --9 r-- .525 i'-1.82" _ _EL1� p 23 WPFRIAL GUTSWING BUMP FA: E ALUMINUM 35 SPEC TY�fBAYLITE 45 SI+1 T TOP A) 10 R9 W ATH RSRTIP £NDU£XTRUDED_ ALUM. THRESHOLD (DST" WAIT Twin .5 GLAS'IITE FRAMF 46 14" SIDELITE SJQF 5TH SCHLEGEL O-L>ON ODS550 POLYPRON�F\ 47 14" SIDFLITE BOTTOM RAI 0 4.563" 1,581" in i!1 c...! E Li N L o n an: I T 7 0 � Ifsps/ itmMM saw N.7.S T aft aro. BY, WE --1 I-- .53" DOOR BOTTOM RM de z4 OUTSWING Butte THR CuDID 34 t2 cm im RM Z_D SL BOTTOM RAII .050" ALUM. 8Y WORLD WIDE O.5' GLesS LITE FRIlUF WOODCOM5-2202 twtt�►Mt�- �: - BUILDING C0Dl"CO1lR'L"NCE 61'FICE (BCCO) PRODUCT CONTROL D"10N MMMII—DADS COUNTY, FLORIDA METRO-DADE-FLAGLER BUILDING 140 WEST FLAGUR alms, SUM 1693 MIAMI, FLORIDA 33130-1563 (30"A t FA X s_qn— I l5 t!l11Q 1N61ME OF ACCEPTANCE (NOA) iremeor utertor Door Product 1955 Powis (toad West Chicago, IL 60188 SCOPIC: i uts NUA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product.Control.Division and accented by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority -Having -Jurisdiction (AHJ). This NOA shall not be vatid after the expiration date stated- beldw. The Miami -Dade County Product Control Division (m Miami Dade County) and/or the AHJ (in 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 manner; -the manufacturer will incur the expense -of such testing, and the AHJ may immediately _ revoke,trii)di . , or suspend the use-ofsuch 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. Thisproduct is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Fiberglass Door Glazed 6'8" Inswing w/wo Sideiites APPROVAL DOCUMENT: Drawing No. S-2224, titled "Exterior boor Prol�rct Cirm, e DO AM tn����� AN 6iazea rinerpass..voor -, sheets I through 8, prepared by RW Budding Consultants, Inc., dated 1/29/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date dry the "Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None .. :.=►r :: �cyu ► bhail bar a permanent abe with the manufacturer's name or 10 90, city,state and following statement: "Miami-Dade.-Coun Product Control- Approved" .-undess_otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change non the. _ . livableuildt ng code negatively affecting the performance Of this product TERMINATION ofthis 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_,endorsetucnt an Product, for sales, vertesing.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. VE1I'TISEMEI�' 'The I*1OA number_,.... -- p.Fececied by the, words_Mtatrl_� Ca 81Y FWd0,._Md fiDllowed 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. _. rraauuul_uG..JJC0..YJUe6 to Kite.user_.by-me 3nanufacturer_or-its_ distributors and shall be available -for inspection --at tine -job -site at the request of the Building Official. This NOA consists of this page l as�well-4 approval-documetnrtmentiobeF above. The submitted documentati6n4asreviewed by-Thendorejertuan,-P.E. ___... NIDA No 02-8419.88 Expiration Data: Dmmber 26, 2007 _ Approval IDate: December 26, 2002 Page i Premdor Exterior n w r Products (fo_r File. (JNLY,_Not part-afNOA) A..-ID12Ai' NGS - l. Manufacturer's die drawings and sections. 2 Drawing -.NO- -S-2�14, title;ci-"Ex*.rior Door Product Single -&Double Inswing 5' 8 Consul Glazed'P��ei�jMass I)oo�"; sheets 1 tl�rrough 8- Oj aired �y RR�`B iil-tiing tants,_Inc., dated -1 /29/02. ................ .... l '/'est i sports on-1).Air Infiltration Test, per FBC, TAS 202-94 _ .._. 2vs lriaz : iaKiw r!.!i tr''iGS illrf. 1G.1 b •. _ r, t..oa�iing per i'tsl.: ! AN :x(11-94 _ 3)._4Yater Resistancc.Test,. _ - 4) Forced Entry Test, per FBG 36011(b) and -TAS 202-94 along with marked -up drawings and installation diagran ofa fiberglass _ outswinghnswing.glazed.-double_door,. prsparetilslr-Certified. Testing.Laboratories, Test -Report No AB05W-2; dated 2-13102, signed and sealed by Ramesh Patel,P.E. C. CALCiILAMNS Ancllor.Calculations..and structural Analysis, prepared by Lyndon Schmidt, P.E., dated .3112/02; sighed and sealed by Lyndon-Schmidt,-P.E: MATERUL CERTIFICATIONS Notice ofAcceptance-No 01=07-1—US issued to ODL, Inc. for "13P Polypropylene I7oorti zt Assembly dated 1/17102imp _S , ex 611 1/17!06 _-.. _ fest KePort--No C -00 -5 -77 -1 -0148.0j -prepared- Hby ETC -Laboratories; issued to RSL,,,, -Inc., dated 12115/01, for Exiled PVC, fest per ASIX 1D- 635 = 91"Sandard.Test Method. far_.Ratc_ofBurning.al d_Time_of.Burning czf. elf- Supporting-Plastics-in-a_Horizontal-Position"-;-ASTM-I)2943-93-"-`Standard Test Method for Dense " of Smoke fibra 'the Bo ring or Decomposition of Plastics"; ... _. .__ ASTM 11794-.9G `�tandarrl.Test Meti�ods-for_.FlexuraLProperties..ofUnreinforced and reinforced Plastics and Electrical Insulating Materials, signed and sealed by _ Joseph L: TSoidain PE: _.__ _ _... 3.-- Test..R --.. eport-hTo. BTC. -01756-14828.0: prepared -by ETC Laboratories, issued to Trinity lass International - dated 5122/01­� for non-foam-lupoy, tested per ASTM . AP wzO -" ata�[ivam i est Method Ior Kate of Burning and Ti= of Burning of Self -Supporting -Plastics in a Horizontal Position"; ASTM DD 2843-93 "Standard Test Method for ll7 ty of S fro i the B-iirning or Decomposition of Plastics' ,ASTM D31929-96 "Standard Test Methods -for IgnitionTropertie s of Plastics, ASTr ID 638 -96"Standard Test Method for Tele Properties of nr=� =7777 ..=. Bea maa P.E. �Pa�'_�iarec�or, i'roduet jContra►2 llivisiaa _ 1d OA Nab. 02-0119.08 x5apirstim (Date: Meember 26, 2007 -Approval-Date:-- Decen6er 26, 2002 E-1 Preendor Eaterio�r Door Products NOTICE OF ACCEPTANCE: 'VIDENCE SUBMITTED (FtiF T ile ONLY. Not part oMIYA) --------- ._--_.. 4. Test Report- No ETC -01 797 ,109,25.0;p repared by ETC Laboratories, issued to Premdor Exterior Door Products dated 1210570I�r sp���l ylfiayIile _.._... _... p°,yl�mpyien -grass. e.r�atenat -tested-per p -BD 635 ­96"Staudazd Test Method -for -Rate Off3umingand Time O Burning ofSe1f--Supporting-Plasties in a HQxizotatal.PQtio";. ASTN[43-9;1 "Standard f est 1Vletlzod far I?ensity of Smoke -from -the Buming orDeeomposition of Plasties!; AS�'M DI929-96 "Stancia Test -M ihods for Igniiaori PrEppertues of Plastics, signed and sealed by _.... ___...Joseph L. Doldan,-.P E_ 5= . -Test Report- No 106924, prepared -by Warrington Fire -Research -Consultancy Testingz �ssud to Premdor Crosby Larmto dated 3/9/Ql: for two s�seclmens of fwIy_insulted, -sing-le-acting�,-single-leaf doorset, tes per BS 476: Part 22: 1987, Clause 6, signed.by A. Kearns and D. Williams. Theodore-Berenan, P.E. Deputy Director, Product Control NOA No 024419.o8 IKapgration hate,- ED�r 26,20W ApprovaMate;_ - mber 26, 2002 E._2 4 1/29/02 er WLN rr RW No No.: S-2214 -2— or 21 00! Ul d:"" 2 ih jE � 7DDE -AT USED S �h S A kTAWBOLTS (4)' �R STI t TS TQTAL» (2) to", 0. 21 R mro By EN Up, PR, WTS INTERIO Top * ,(2)', 8.01 L. a BOTTOM SEE AOTI 39 2 S 4T0.T7 E EE N010 36 7 g HT, SHT. 2@1 2 4 25, 1 13 T 3 3 3 i SEE ROTE 4 iSM. 71 9 34 2 6 SHT. "AGpL "WR S IT! OLT�S 7,OTAL, .75 �2 INOJAMBER AkM V�, MFG BY 0 I B AN TOP 0,75. L. 0 M I GENESIS AACHrrrmi� pIi�i 2 CONSTRUCTION ADHESWE 21 00! Ul d:"" 2 ih jE � 7DDE -AT USED S �h JALTE TES mro By EN Up, PR, WTS q SEE TE 2 S T.,7 SEE AOTI 43' 7 SEE NOTE 13 Sir NOTE5 SEi NOTE L SHT. 2@1 2 4 4 2 FRAME$ ARE Oil1EOTOGETHEO 2 CONSTRUCTION ADHESWE .23' MAX, SHIM rhu �.M f. 1. 15* AIX \ji LATCH Ems. 21 00! Ul d:"" 2 ih jE � 7DDE -AT USED S �h mom USING 6.0" 6.0" 3:D" 3.0' 3.Q" ._� T— I WHEN ATTACHING SIDELITE THE ABOVE ANCHORING APPLIES, � � N M SEE DETAIL W n "C" SHT. ,6 o � S A �: ro u) W 6„ v :t .q^ 3 6" CCJtty I ¢ cn� PIP. 6 TYP. N' - Mh SEE DETAIL N "D" SHT. 6 'SEE DETAIL „ SHT. 8 . d. 6" irP.TYP. SEE DETAIL } "C" SHT. 6 n 6.. " i sa DETAIL "F" SW. 6 - a 0 � tQ 6.0" 6.0" 3:D" 3.0' 3.Q" ._� T— I WHEN ATTACHING SIDELITE THE ABOVE ANCHORING APPLIES, � � N M SEE DETAIL W n "C" SHT. ,6 o � S A �: ro u) W 6„ v :t .q^ 3 6" 6.0" 6.0" 3:D" 3.0' 3.Q" ._� T— I WHEN ATTACHING SIDELITE THE ABOVE ANCHORING APPLIES, S-2214 1 a _.9_ 0, 0 E DETAIL �: ro u) W 6„ 3" .q^ 3 6" CCJtty I ¢ cn� PIP. 6 'SEE DETAIL „ SHT. 8 . d. 6" } 6.. " i sa DETAIL "F" SW. 6 - a 0 � tQ OAU: t 2S OT o almth scat: N T.S. �� biro. sn WLM S-2214 1 a _.9_ A ACHMEW TO CON7WUOUS R 6" SEE OETAII �^ "E" SHT. 6 qq 8 Af " 23 ; TYP. P. L 3' 33. " ttt j T 6• SEE DETAIL --jJ a' `F» SHT. 6 ATTACMM`NT TO CONTINUOUS ESHOLD • z JDOUBLE DOOR WITH. (2),310 SIDELITES to Q' 42 ' oETAtL " NgNEi9euAra ?ACAL Q IL EN�l18 IR8GAL 25 r ATTACH, ASTRAGAL RETAINER BOLT ATTACH ASTRAGAL RETAINER SOLT 42 7 STRIK AS 5 UNT1 SME STRIKER TO FRAME 25 7 DETAIL "C" iiii�ASTRAGAL RETAINER BOLT HOLES ASTRAGAL RETAINER BOLT HOLEarc: 1 29 02 ST MUBE DRILLED THROUGH MUST BE DRILLED THROUGH DETAIL D lii@9w�la _.. whoa srxc N.T.S. THE THRESHOLD & INTO THE THE THRESHOLD & INTO THE t1 erio WLN TEST BUCK DEEP ENOUGH TEST BUCK DEEP ENOUGH FORA 1" THROW FOR A 1.375" THROW r' °"' Rw owmhc +a, DETAIL 'F" Nr9ND.A99M"AST94CAL DETAUL "E" ENDURA &VBAC S-2114 sin Sz *F_L 17 I I P, 6» i6" P. 0. Q r P. ,» anon — SEE DETAIL T�(P — A' SHT. 6 MULLION SHOWN a IS A 1 PIECE MULL EE NOTE 6 SHT, 7 a w SEE DETAIL 'C" TYP.. SHT, 6 — A C ro g ' SEE DETAIL B SEE DETAIL "D' SHT. 6 _ 4 t .19g• 9" SHT. 6 --3" 70 qq 8 Af " 23 ; TYP. P. L 3' 33. " ttt j T 6• SEE DETAIL --jJ a' `F» SHT. 6 ATTACMM`NT TO CONTINUOUS ESHOLD • z JDOUBLE DOOR WITH. (2),310 SIDELITES to Q' 42 ' oETAtL " NgNEi9euAra ?ACAL Q IL EN�l18 IR8GAL 25 r ATTACH, ASTRAGAL RETAINER BOLT ATTACH ASTRAGAL RETAINER SOLT 42 7 STRIK AS 5 UNT1 SME STRIKER TO FRAME 25 7 DETAIL "C" iiii�ASTRAGAL RETAINER BOLT HOLES ASTRAGAL RETAINER BOLT HOLEarc: 1 29 02 ST MUBE DRILLED THROUGH MUST BE DRILLED THROUGH DETAIL D lii@9w�la _.. whoa srxc N.T.S. THE THRESHOLD & INTO THE THE THRESHOLD & INTO THE t1 erio WLN TEST BUCK DEEP ENOUGH TEST BUCK DEEP ENOUGH FORA 1" THROW FOR A 1.375" THROW r' °"' Rw owmhc +a, DETAIL 'F" Nr9ND.A99M"AST94CAL DETAUL "E" ENDURA &VBAC S-2114 sin Sz *F_L 33 •25" STEEL INTERCEPT INTERCEPT 25 34 SPACER SPACER EXTEMOR a 37 125" TEMP. _ GLASS t. ,� 'f ; • .25" AIR SPACE SPACE 125" TEMP. GLASS .125" TEMP. z GLASS 25 � 49 25 1/2' INS II ATED TEMPERED CLASS SEE NOTE (ODL) a SHT. 7 50* GLASS .25' STEEL INTERCEPT 35 SPACER EXTE25 39 125" TEMP, RtoR GLASS •f }; ' 25" AIR SPACE d LNIB 25 .125' TEMP. yl CLASS 40 SEE NOTE i" INSULATED TNP R .n GLASS 2 SHT. 7 .50" (SPECIALTY SAYUTE) .25' STEEL INTERCEPT u 25 34 SPACER EXTERIOR 38 .125" TEMP. CLASS • •• t. ,� 25" AIR • SPACE X146 125" TEMP. GLASS 25 40 SEE NOTE 112' INSULATED TEMPER 0 CLASS 2 SMT. 7 gp" (RSL) GLASS SITE 25" STEEL 32 LSSPACER T EXTERIOR 5 /10 125" TEMP, r CLASS 0�l u GLASS BIT£ SEE NOTE NOTES' 2 SHT. 7 I. SPACING FOR ITEM 144 THE PIN NAIL ATTACHING THE SIDELITE TRIM IS AS FOLLOWS; TOP & BOTTOM (1) AT 2.0" FROM OUTSIDE CORNER WITH (3) MORE 3,75" D.C. SIDES FROM TOP DOWN; (1) AT 2,75" FROM VERTICAL CORNERS WITH (6) MORE AT 14,0" O.C. MAX. 2. SPACINC FOR ITEM #40 WITH ITEM #32, TOP & BOTTOM (1) SCREW IN THE CENTER AND (1) 3.73 FROM .EACH HORIZONTAL CORNER, TOP DOWN, 3.375', 10.75'. 18.125', 25.5", 32.875". 40,25 47.75", 55.125" & 82.5".SPACING FOR ITEM 040 WITH ITEM #33; T0? & BOTTOM (1) SCREW IN THE CENTER & (1) 3.25" FROM EACH HORIZONTAL CORNER, TOP DOWN 3.25'. 13.75", 28.5`, 39.25", 52.0", & 62.825'.SPACING FOR ITEM #40 WITH #34, TOP & BOTTOM; (1) SCREW IN THE CENTER & (1) 3,75' FROM HORIZONTAL CORNERS. TOP DOWN, 4.5", 18.25", 33.0'. 47,825' & 61,375", SPACING FOR ITEM /40 WITH ITEM 35, TOP AND 80TTOM (1) SCREW IN THE CENTER Ec (1) .75" FROM EACH HORIZONTAL CORNER. TOP DOWN 13.125', 26.25'. 39.375" & 52,5". 3. THE SIDELITE IS HELD INTO THE FRAME IN THE 2 PIECE MULLION APPLICATION WITH ITEM X114 (Q10 X 2') SPACING AS FOLLOWS; HEADER AND OUTSWING THRESHOLD; (1) SCREW 3.0" FROM EACH HORIZONTAL CORNER. IN THE INSWING APPLICATION USE ITEM #50 (/10 X 3') IN THE INSWING THRESHOLD. SIDES: (1) AT 8.0' FROM EACH VERTICAL CORNER WITH (4) MORE EQUALLY SPACED, 4. SPACING FOR ITEM 141 ATTACHING THE WINDJAMBER ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS; FROM THE BOTTOM UP; 110", 3.0", 5.0", 20.0, 38,75` & $7.75", FROM THE TOP DOWN; 1.0 3.0" & 5.0'. 5, SPACING FOR ITEM #49 ATTACHING THE ENDURA ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS FROM TOP DOWN: (2) SCREWS AT 3.0" DOWN AND .68' APART, 4.0". 11.0", 19.0", 27,0 34.0", 44.0", 51,0', 58,875", 66.875. 73.875", & (2) AT 74475" .88" APART, THERE IS (1) ADDITIONAL #8 x 1.75" DECK SCREW AT 51.73" DOWN FROM THE TOP, ALL THE SCREWS COMING DOWN THE ASTRAGAL ARE CEREO EXCEPT FOR THE 1,75" SCREW, IT IS CENTERED ON THE ASTRAGAL, 6, THE SIDEUTE IS HELD INTO THE FRAME IN THE 1PIECE MULLION APPLICATION WITH ITEM X114 SPACING AS FOLLOWS; HEADER AND THRESHOLD; (1) SCREW 3.0" FROM EACH HORIZONTAL CORNER, JAMB SIDE; (1) AT 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE EQUALLY EQUALLY SPACED, AT THE MINCE MULLION THE SIDEUTE IS HELD IN WITH (2) ITEM /42 AT EACH MINCE LOCATION. AT EACH STRIKE MULLION THE SIOEUTE IS HELD IN WITH ITEM #42 SPACED 8.0" FROM TOP AND BOTTOM CORNERS WITH (4) MORE EQUALLY SPACED. 25' AIR SPACE 125" TEMP. CLASS 1(2' JN jJ3 eTEO TEMPERED GLASS (TRINITY / AMPAC) In S-2214 7 OF 1--------4.5825• i {-2.4375"""j 1.G" h- 'n ! T � °4 cn n ,54"-"t t^ n s+ 43 SIDELITE WOOD TRIM cv � 3 4 1nE FRAME opi, {,0 LALUMBER FRAM! 33 yp POlYPROPYyEf I S LocJILOCK 4 V 4 5 18 LTL+€e t1f.—PB— 0—1.7a7� U) x ASTRAGAL HAS CC 1.581"0 CL 4.375" }-- 2.521 r r BOWS 44 OP OM 1-- 2.125" +j in Ir4 -�^ agpp '.� pt ,�nn h iq — .150" .513 8 WEAThtERSRTIP L.. (ATCM & IANX BILE LOX CR N o SEAL Y-96`ti^ 3-D ii ANK 'S'ffl.F NMVMPnc AMINATED LUMBER W-C4P Fig �RDPYLE E"i L Liw 4.563----�--- L {-1.581 A 2.4ss"j�� i l �R RAIL �" L .525' }�- 1.82" 45 SI:DEUTE TO RAI 10 { I lAlS�t�lS) AU��US7 THRE5 ,tgl;Q cD �i� 7YlBAriIT 8 Y! ° itf..�T ° EN UXTRUD Ai 4M, 0 + AL ND 1 a . { LITE fRAgE 46 14" SOEUTE SIDE STILE SCC-�OELD-LON DDSBs; ASTRAGAL055" ALUM. PDIYPROPYLF_ME 47 " SIOELITE SOMM RAILo {-- 2.095" - -} n 2.5• ,�. � �� � 1.75• � � � �=` ""j i.581" �.. c» TeOM 112 G y "r tWJi 1i i C�4e V%w SPAE, N,T.S 1 _ O. By: WL DOOR BOTTOM RAI! k 10i a+x e+ R4 lid,'$IQ£LUE SDTTOM Lt SWING DOOR RO7TDM BIL 3-O SL BOTTOM RAIL oaAWW No.: Se.ACRE%TRUDED FPV_ $iyf, I ,fjOU& " .LASLITELITE E&& 1VOOD CQMPOSIT jig, -AF BY ENDURA fI-,TRUSIONS O D E= �l0 S-2214 ?�..a