Loading...
HomeMy WebLinkAbout328 Luistano WayPermit # : 0 — U Job Address:'L C� W S 1 hO Description of Work: Historic District: Zoning: 7PLEASE CALL NAN @ 407. 468-1010 WHEN READY.—THANKS CITY OF SANFORD PERMIT APPLICATION Date: MLA RECEIVED 'LACEIJP rear `.' 1— • S E P--9 2005 Value of Work: S Permit Type: Building XX 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 Commercial Industrial Total Square Footage. Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for of than X) Parcel #: le, -20. 31 .60 0 LP _(066(0 -- Owners Name & Address: SC_t-I i_GV� 18 V (Attach Proof Description) Yrs f) , Phone Contractor Name & Address: LOWE' S Peter Anothy Cafaro I I I 4948 Tell son Place . ORLANDO, FL 32822 4 1-467-2643 407-327-0910 Phone & Faz: Contact Person: Bonding Company: NA Address: Mortgage Lender: NA Address- Architect/Engineer: NN Address: St-,-ticans@Natnber: CGC 1508417 MINDY HOLMES ...---.407 468-1011 Phone: Fax: .Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and. that all work will be performed to meet standards of all laws regulating 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 ofthe 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 Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is - -Produced ID Personally Known to Me or Date A Florida Lien Law, FS 713. o1 L(1�165 of onctor/Agent Date V) d Date �a reC21,10, ry-State of Fjotid� Dab 6EFE RLEiii ANTON My COMAAISSiON # DD 188491 EXPi �tES: February 25, 2007 ContnctortAgentdSARY Pe6DiiallyKnowuf6EM`C(or APPLICATION APPROVED BY: Bldg. �' — Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) .Special Conditions: 00 L43 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http-//www. scpafl . org/pis/web/re_web. semi nole_county_title?parce l=182031506000... 9/15/2005 OAv7D J4Hm5GN, CFA, i45A _9 tai PROPERTY/7PAGT a APPRAISER SEMINOLE COUNTY FL. 1101 F. FIRST 5T SANFORD, FL3277t-1466 407-665-750E isr 1: t: P:s1 3 132 �n 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 18-20-31-506-0000-0910 Depreciated Bldg Value: $122,776 Owner: SCHICK BRADD W & SANDRA D Depreciated EXFT Value: $0 Mailing Address: 328 LUSITANO WAY Land Value (Market): $28,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 328 LUSITANO WAY SANFORD 32771 JustlMarket Value: $150,776 Subdivision Name: BAKERS CROSSING PHASE 2 Assessed Value (SOH): $143,924 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $118,924 Dor: 01 -SINGLE FAMILY Tax Estimator 2005 Notice of Proposed Property Tax 2004 VALUE SUMMARY SALES Tax Value(without SOH): $2,351 Deed Date Book Page Amount Vac/Imp Qualified 20134 rax Bill Amount: $2,351 WARRANTY DEED 12/2003 05152 1804 $183,500 Improved Yes .Save Our homes (SOH) $0 CORRECTIVE 08/2003 04964 1117 $100 Vacant No Savings: DEED 2004 Taxable Value: $114,732 Find ComUarabie Sales wthin this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land LOT 91 BAKERS CROSSING PHASE 2 PB 62 Method Units Price Value PGS 97 - 99 LOT 0 0 1.000 28,000.00 $28,000 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2003 8 1,955 2,390 1,955 CB/STUCCO $122,776 $124,016 FAMILY FINISH Appendage / Sgft GARAGE FINISHED/ 425 Appendage I Sqft OPEN PORCH FINISHED / 10 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/pis/web/re_web. semi nole_county_title?parce l=182031506000... 9/15/2005 8529 South Park Cr. Suite 430 Orlando, Florida 32819 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: I !; G,; To: Building Department From: Peter Anthony Cafaro III I hereby name and appoint Nan Holmes, Mindy Holmes, and Jackie Caines, a permit service for Lowe's, to be my lawful attorney in fact to act for me and apply to %ff%rd for a performed at a location described as: d6e,r (Address of Job) ltVLho ova `l (Owner of Property) , Yd Y A And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony Cafe Area Installed Sales Primary State Qualifier CGC 1508417 worn to and subscribed b re me this LIday of 2005. Rebecca Velez No.public MYCOMMISSION# DD176963 My commission expires N9Qo January 12, 2007 BONDEDTHRUTROYFAIN INSURANCE, INC permit for work to be 1657-4 (1728x2800x2 mlj) [6] 407-430-4069 1657 -INSTALLED SALES P 6/13 vmS, 7 r 1 p 4p r 'd aa� + r 'ar W y E r ar rr . i� 0; ,rA• I ar i a W 5 f I 34 3413 5. " (' rl v9y �if�. iiia th nRgk CQhITRACT # J_^m--�-^�m u r ° x:Y�Aaa r y IIA � I71 i ' I '."NA � 1� r .. n� q'°fM 1 ��� � xtry�ayt ry e a1r nLyt,� •� �,, ��� �'' A 11 �" _, ��' ryNr� I,9� •,r .s7 rRu ::y �i -ruilu r,r,.;� �`�uu, ST E LES SPCCl/RI�V V �7 I / .,.•5 '� �'r �Y v' V—� { ! ��T In c "�itl11 STORE NO. XREET ADDRESS ,:,;�=-. !,�„ CITV • STATE ZIP"!?: a4 C J N, StAfE ZIP -, 063:��,5 Ems" This is a contract between Lowe's (as defined In the Terms and Conditions) ('t-owe's” ), and the above-named Customer for the installation of goods at the Customer's residential' premises (the 'Premises") at the following Installation address: / T,}No Lowe's to arrange normal installation of the following door(s): Exterior_ Interior _ Prehung Unit � ,Slab _--. Item N UM her 5 ' RH ❑ LH ❑ (% #� Door(s) Size ❑ 36 x 80 ❑ 32x801 Other Size Item Number RH [J LH ❑ ZIP ;?_77 For warranty to be valid - customer must finish frame and all six (6) sides of door Immediately (within 5 days) after installation. #_. Door(s) Size 1136 x 80 ❑ 32x80 ❑ Other Size Customer initials Delivery of Door Yes], No ❑ (check one) Haul away of any debris related to installation: Yeo, No ❑ (check one) Basic Installation includes the following: -Normal Installation of door in same size square opening in good condition •Installation of hardware with pre -bored door -Reinstallation of present casing or customer provided new casing Clean-up of job -she Basic Installation does not include the following: -Reframing or alterations to existing structure or carpentry work resulting from old or damaged structure -Any reinstallation of Burglar Alarms,_ ... -Any painting or staining or finishing of new door unit ' -Reinstallation of Screen or Storm or Security Door -Reinstallation of vinyl or aluminum covering on exterior molding With the exception of Burglar Alarms and finishing, any of the above labor hems can be contracted at an additional cost and must be specifically listed in the additional specifications block on this contract. Additional Specifications: The Environmental Protection Agency (EPA) has requested that Earl Marls 1 '6( j, vi Lowe's notify Installation customers that a feed based paint hazard may exist In dwellings built ;'a -Tex 'Q prior to 1978. See pamphlet EPA 747-K-99-001 for details. > i Labpr 06 1 Al5-7-A L- t, F �D� ws N 2 S, w_ p -Tax Total �i /"f o VI✓ � ► STv� � D _ ..._ Yrhere epplicabk bbm b uahlq .` nI, fit' tr (/ � C��'�N I N6 , — �-/{;-�iL cJ� cJS-.p 1� '� `cl>�crocalcu,eatitedoru. NOTICE TO CUSTOMER All items listed in this contract and spec ficadon sheets) are to be Installed under conditions agreed upon at time of purchase and at the price appearing on this conhact form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation necessitated by defective substructures, Superstructure, points of attachment, or the moving of flxturas or appliances to be billed at extra cost to customer. 00 NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READTHE TERMS AND CONDITIONS CONTAINED ON THE REVERSE SIDE OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDER- STAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THE REVERSE SIDE OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT A XHE TIME OF SS�TIJRF�./ �S- WITNESS OUR I IAND(5) AND SEA ) BELOW THIS _, DAY OF_ _._ MTN (Seal) Seal — (sem) M r spouse _ rJ4fGit���fi1�iM� -' - - g -FI M byjaOW's#le,vesand the ---- FILE 0OPY Front M I A MiDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Jeld-Wen, Inc. 31725 Highway 97 North Chiloquin. OR 97624 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 240 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 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 AHD 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® Steel" W/E Outswing Glazed Insulated Steel Door w & w/o Sidelites APPROVAL DOCUMENT: Drawing No. S-2105, titled "Wood Edge Glazed Door w/ & w/out Sidelites up to 8'4 x 6'8 Outswing", sheets 1 through 8 of 8, dated 12/13/01 with revision #2 dated 10/22/02, prepared by R.W. Building Consultants Inc, , 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 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 the request of the Building Official. This NOA revises NOA # 01-1224.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02-1216.09 Aft Expiration Date: August 15, 2007 Approval Date: January 30, 2003 Page 1 Jeld--Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S-2105, titled "Wood Edge Glazed Door w/ & w/out Sidelites up to 8'4 x 6'8 Outswing", sheets 1 through 8 of 8, dated 12/13/01 with revision #2 dated 10/22/02, prepared by R.W. Building Consultants Inc,. B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202-94 3) Water Resistance Test, per SFBC, PA 202-94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration outswing and inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA-961W, dated 10/23/02, signed and sealed by Ramesh C. Patel, P.E. Submitted under approval No. 01-1216.09 2. Test reports on 1) Air Infiltration Test, per SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202-94 3) Water Resistance Test, per SFBC, PA 202-94 4). Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration outswing 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 12/15/01, 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. Submitted under approval No. 01- 1216.09 Manuel Pe .E. Product Control za ner NOA No 02-1216.09 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 E-1 Jeld-Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01-0718.08 issued to ODI, 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 E8lA370 or B557, signed and sealed by Ramesh C. Patel, 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. 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. 01-1224.03, issued to Jeld-Wen, Inc., for their Series "Doorcraft®" 6'8" WE Outswing Glazed Insulated Steel Door w & w/o Sidelites, approved on 10/15/02 and expiring on 10/15/07. Manu Perez, Product Control Ex NOA No 02-1216.09 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 E-2 JELD-WEN® Steel WOOD EDGE GLAZED INSULATED STEEL DdbR OUTSWiNG 6.8 UNITS W16 W/OUT SIDELITES �fN RAL NOTES_ THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, DESIGNED PRESSURE RATING SEE TABLE PACE 1. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR "HIG HIGH VELOCITY HURRICANE ZONES" SEE DESIGN PRESSURE CHART BELOW. ,. _ „fee1� CYTr-m RESIDENTIAL INSULATED STEEL UUUet (Common to oil frame conditions) o vanlze see - ¢commercial quality - AKDO per ASTM 620 with yield strength Fy(ave.)-47,575 pal. Face sheets: 24 ga. (0.021*) minimum thickness, Cay Expanded polystyrene with 1.0 to 1.25 lbs. density by Jew -Wen. Inc. The active and inactive panels are constructed from 24GA. (0.021* min.) galvanized steel, the face sheet top and bottoms are bent 90' over the top and bottom rails. The top rail consists of LVL measuring 1.67" x 1.042". The bottom roil is roll formed 0.021' galvanized steel measuring 1.87' x 1.21'. The sides of the face sheet are roll formed into the LVL latch stile and Ponderoso Pine hinge stile which measure 1.67" x 1.0'. The interior cavity is filled with polystyrene. The face sheet is glued to the polystyrene. The panels are routed to receive the OOL or Trinity lite frames. The units oro glazed with .125" tempened glass. The lite frames are wet glazed on the exterior. The sash is constructed from 24GA. .021" min.) galvanized steel. The edges of the face sheet are bent 90' aver the polystyrene core and and glued to it. The sashes are routed to receive the OOL or Trinity lite frames. The units ore glazed with .125' tempered glass. The lite frames are wet glazed on the, exterior. 6jajThe frames aro constructed from Panderoso Pine jambs measuring 4.563' x 1.25". The head jambs are mortised and butt joined to the side jambs and attached with (3) 16G4. 2" x 7/16' crown wirestaples. The units use a bump face threshold measuring 4.041' x 1.0". The threshold is attached to the frame with (3) 16GA 2" x 7/16' crown wine $topics, TABLE OF CONTENTS SHE do 4 I R T DETAIL 'A"--,�� ZfRrLU0VSEE SHT.3 70" OVERALL 74,5" OVERALL MAX. FRAME WiDTH I f MAX. FRAME WR 36.625" MAX. PANEL WIDTH 36" MAX. PANEL WIDTH 14" MAX. 36" MAX. PANEL WIDTH W/ASTRAGAL I TZ I I PANEL WIDTH x21.125" r x11.125' xr"e#2 rx21.123" MAX. " g x21.125'MAX.MAX. D.L.O. A' r D.L.O. MAX. N i p A" A, o D.L.O.xx WIDTH r SINGLE UNIT OUTSWINC r 6" MAX. WIDTH�r 6 6D.L.0.6 D.L.O. DETAIL 'A"--,�� ZfRrLU0VSEE SHT.3 37.5" OVERALL MAX. FRAME WIDTH I f 36.625" MAX. 36" MAX. 14" MAX. { PANEL WIDTHPANEL W/AS RACAL WIDTH TZ _ I Fen x21.125" r x11.125' MAX. MAX. g D.L.O. A' r D.L.O. N i p A" A, o =::T:1 r SINGLE UNIT OUTSWINC At l FROM IMRS ARE VIEWED INTERIOR : RWere.:-21051 or rtS 107" OVERALL MAX. FRAME WIDTH r 36.625" MAX. 36" MAX. 14" MAX. { PANEL WIDTHPANEL W/AS RACAL WIDTH PANEL WIDTH _ I DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED ALL UNITS WITH WINDJAMBER 11 WITH IMPERIAL WITH & WITHOUT SIDEUTES ASTRAGAL ASTRAGAL SINGLE & DOUBLE wnWT SURFACE BOLTS +50.Opsf-50.0psf LE ,WM SURFACE BOLTS ADS DOOR +65.Opsf-65.Opsf +50.0 sf -50.0 sf SEE DETAIL 'A _1 15.5" MAX. FRAME WIDTH _ 14" MAX. PANEL WIDTH cc cc to O z 2 3 0 N LU 2 2 C-4 o LU ca o � 2 -� mr �Z clurl F WISIDEI ITEC �O AIITSWING UN17 O x 15.5" MAX. �tt;;; Qg it1° FRAME WIDTH oIX\� 14" MAX. &s �rccc �a PANEL WiDTH N I" W x d J w u d a � Ems' iiG57 c N 0 ut O O W to J( N~a0 3Q CO C N" Z ao �/�%euaJ>tx0 DOUBLE W/$IDE71TFc ca+suLT�u+n, Ixc 91,(iSWINC• UNIT 813.659.9197 n mmplyla` way The :kHag Code le y : RWere.:-21051 or rtS r r x21.125" r x11.125' MAX. MAX. D.L.O. A' D.L.O. p A, r WIDTH WiDTH r 6" MAX. 6 D.L.O. rle I" ro' . DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED ALL UNITS WITH WINDJAMBER 11 WITH IMPERIAL WITH & WITHOUT SIDEUTES ASTRAGAL ASTRAGAL SINGLE & DOUBLE wnWT SURFACE BOLTS +50.Opsf-50.0psf LE ,WM SURFACE BOLTS ADS DOOR +65.Opsf-65.Opsf +50.0 sf -50.0 sf SEE DETAIL 'A _1 15.5" MAX. FRAME WIDTH _ 14" MAX. PANEL WIDTH cc cc to O z 2 3 0 N LU 2 2 C-4 o LU ca o � 2 -� mr �Z clurl F WISIDEI ITEC �O AIITSWING UN17 O x 15.5" MAX. �tt;;; Qg it1° FRAME WIDTH oIX\� 14" MAX. &s �rccc �a PANEL WiDTH N I" W x d J w u d a � Ems' iiG57 c N 0 ut O O W to J( N~a0 3Q CO C N" Z ao �/�%euaJ>tx0 DOUBLE W/$IDE71TFc ca+suLT�u+n, Ixc 91,(iSWINC• UNIT 813.659.9197 n mmplyla` way The :kHag Code le . sr: WLI` : RWere.:-21051 or rtS Florida Building Code Online Page 1 of 5 r -ir -ir 'ir I Overview Product Search Organization Product Search Application User: Public User - Not Associated with Organization - Need Help l Application #f: FL539 Date Submitted: 10/06/2003 Product Manufacturer: JELD-WEN Address/Pbone/email: 31725 Nwy 97 N. Cbiloquin, OR 97624 Category: Exterior Doors Subcategory: Swinging Evaluation Method: Testing Report Referenced Standards Section Standard_ Year from the Florida 1606.1.4 PA 201 1994 Building Code: 1606.1.4 PA 202 1994 1606.1.4 PA 203 1994 Testing Lab: Certified Testing Laboratories Quality Assurance National Accreditation and Management Institute Entity: Validation Entity: National Accreditation &amp; Management Institute, Authorized Signature: Steve Strawn stevestr@jel d -wen _com Evaluation/Test Reports PTID 539 T CTL-395W_l.Pddf Uploaded: PTID 539_ T_CTL629W_pdf PTID _539_T RE CTLA 570W V.pdf PTID_ 539_ T_CTLA 570WC REV.pd _ f PTID539_T_CTLA 395W-pdf PTID _539_T CTLA 513W.pdf PTID _539_T CTLA 513WA_pdf PTID_ 539_ T_CTLA 513WBTndf PTID _539_T CTLA 513WC.pdf PTID _539_T_CTLA 570WA REV.pdf PTID 539 T CTLA 570WB REV-pdf lith►'//tv�xnxr flnri�lal�»il�inrs nrn/ear/11.11 �n41 ��..�IUT—CZ(iQ,�,,—vner.1,-7111'IMMI s 1.67" c OIg I ATCH STILE w5 140" rn��or�ESS10N WEdTHE_R_CR_.T_IE ���FI 0-LON ODS 65D 1.sT I! 13 y D00R 70P dt HINGE S71LE .25" I r I� N O �-1.73"-J DOOR STEEL M CAP. 4.5625" —� T N T 1 Q@ }y00D FRAME � C@ O N 28 alacACE BOLT (IVES. ,45" STEEL MODEL 454)(/��5. .2��TFFL MODEL .454) 2.375'.-1 in ASTRAGAL HAS ^� (1 9.0" L x 312" DIA. BELT ®TOP & (1) 9.0" L. x 312" DIA. BOLT ® BOTTOM �. ---� .912" IMPAJ49RA A €XTRUDED ALUMINUM 075" WALL SEE DESIGN PRESSURE CHART --{ 1.0- T ASTRAGAL HAS (2) 8 .0" L. x 312" DIA. rn :� BOLTS ® BOTTOM & (2) 8 .0" L. x .312" DIA. N �— 1.767" BOLTS ® TOP 26 O DRILL TRU FORA 8 a PFH WO ^' SCREW 2PL N �I j -{ .75'. F- �7RIKF (IVES 125" STEEL)(�VES 12��EEL� 3.0" OD's DRILL TRU FOR CS .357" DIA. ASTRAGAL RETAINER BOLTS ND AMBER It WR681 STRIKE PLATE STEEL PLATE 4.041 " M J- T- T 7 On �rewlur BUMPFACE THRESHOLD 9 OW PROFILE 050" EXTRUDED ALUMINUM 0 0 I o 0 O 4 x 4 STEEL DOOR HINGE 097" THK. STEEL BY HAGER I DIA. VARIES W/LOCK USED o iv 15 SOD TOCK BLOCK 1 71" THK. ro. x Z N t0 CM 0 ZOO WS252 2 Q Lo , C-5 FL -s/ 9uaOINO ONSULTANn. INC 813.659.9197 6r: WLi ;--RN NO NO.: 5-2105 B or SEE NOTE SHT. 4 SEE NOTE 3 SHT. 4 (L EXrERIO 1,5625" 30 37 1,56ft25 7 SEE NOTE 10 INTERIOR SH7. 4 CLASS BITE GLAZ(NQ DETAIL OD 39 1/8- TEMPERED GLASS HP POLYPROPYLENE 53 (THERMOrIL-P6-30FMO39 1) 23 EKrERIO .125" TEMP - 23 54 �A 30 Y 1.5625* SCAM N.T.S. EXTERI 4 4' 1111�-`GLASS ..t1pz W 140AJO - .�IR25" Mi..i Dsa prodow C�qa� DUMNO "0.: 125' TEMP. S-2105 #Ja� . 7 OF 8 a 1 29 iNTERIO .75* AIR SPACE .5r' GLASS SITE SEE NOTE TO CLASS SHT. 4 GLAZING DETAIL -nRkM 712' INSULATED TEMPERED GLASS .125" TEMP. LUPOY EU -5007 GLASS ,,75' STEEL INTERCEPT SPACER � .5 CLASS 5 INTERIOR BITE GLAZING DETAIL OD 44 I' TEMPERED CLASS HP POLYPROPYLENE (THERMOFIL-P6-30FMO39 1) 29 cc og 01 .125' TEMP. 01 0! a. Z., u GLASS > .75* AIR SPACE r� TEMP. ,125 i c 0 Edzz GLASS V) OL .75' STEEL INTERCEPT SPACER EF,54i:4" — .5* CLASS lbmmo BITE G1 A71NG DETAIL TRINITY SS 1* INSULATED TEMPERED GLASS LUPOY EU -5007 -Z ,u Iat, W 9u1L04NO icoNsuLTAWS. WC .125" TEMP - 23 54 �A GLASS Appr-"d W COMAag wttk the SCAM N.T.S. EXTERI IT: ..t1pz W 140AJO - .�IR25" Mi..i Dsa prodow C�qa� DUMNO "0.: ASPACE 'I S-2105 #Ja� . 7 OF 8 a 29 iNTERIO 1.544"— .5r' GLASS SITE .125" TEMP. CLASS GLAZING DETAIL -nRkM 712' INSULATED TEMPERED GLASS LUPOY EU -5007 Iat, W 9u1L04NO icoNsuLTAWS. WC 3' 659 " 19 01 Appr-"d W COMAag wttk the SCAM N.T.S. 9 rWtll,1213 _. MXL BY: WLN ..t1pz W 140AJO - CHK. RW Mi..i Dsa prodow C�qa� DUMNO "0.: DIV S-2105 #Ja� . 7 OF 8 a • •• •••: r :. .•:. • . •. 5 ❑ 5 ❑ OPTIONAL DETAIL k STRIKE DETAIL H STRIKE PLATES TO WINOJAMER PLATES TO IMPERIAL S ASTRAGAL ASTRAGAL. SEE DETAIL G SHEET 6 SEE DETAIL SHEET 5 n io SEE SEE DETAIL 6 SHT. Trp. SEE DETAIL a° OR 4.5" G SHEET 6 4.5" 3" 6" 3" 6" 3" 3" _ .3 i3 3„ 3 " 3" _ TYP. --Ir' I II I ;" I a0 rj 3 n M �n ao TYP. • N T1P _ I ®� � n n P ,�I,ly�' � DOOR ANCHORING 6" LOCATIONS r'�00n _ n Ln TAI SEE DEL H SHEET 6 - n n SEE NOTE 6 SHT. 4 SEE NOTE _ T— 6 SHL 4 - °0 �i TYP. L ;� n L TYP. _ n 4- 00 M 4 n (� M TrP. 1 L 3" 3" 3" 3" 3" 3" 3" 4.5" • •• •••: r :. .•:. • . •. 5 ❑ 5 ❑ OPTIONAL DETAIL k STRIKE DETAIL H STRIKE PLATES TO WINOJAMER PLATES TO IMPERIAL S ASTRAGAL ASTRAGAL. SEE DETAIL G SHEET 6 DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 4 E l 813.659.9197 s: 12 f3 0' � N.T.S. ¢.9r: WLN k'tr: RW AWMN¢ NO: S-2105 eer 6 or n io SEE SEE DETAIL 6 SHT. Trp. a° OR Ln TYP. _ _ rj ao r•j _ TYP. O N i w a0 rj Tl n M �n ao • N _ I ®� — I P ,�I,ly�' � DOOR ANCHORING 6" LOCATIONS DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 4 E l 813.659.9197 s: 12 f3 0' � N.T.S. ¢.9r: WLN k'tr: RW AWMN¢ NO: S-2105 eer 6 or 6" —{ k 3" IP71-7- i1p. SEE DETAIL "F" SHEET 5 SEE DETAIL G SHEEP 6 3" r 3 6" 1 7n SEE DETAIL h H SHEET 6 ©• M TYP. I I 1 11 1 1) NP. 3F.., 3 f 6"{- --{ SEE DETAIL K SHT, 5 DOItaLE DOOR ANCHORING LOCATIONS 3" SEE DETAIL HT 6 S 16 ASTRAGAL RETAINER BOLT HTH�lOLES O MUSTTHE THRESHOLD k INTO THE p TEST SUCK DEEP ENOUGH FOR A 2' THROW 0 SURFACE BOLT SURFACE BOLT STRIKE PLATE DETAIL F STRIKE PLATE WINDETAIL K SILL WINDJAMBER ASTRAGAL ASTRAGAL STRIKE PLATE &ASTRAGGALAL RETAINER BOLT HOLES ASTRAGAL do OPTIONAL SURFACE BOLT STRIKE PLATE OPTIONAL SURFACE BOLT STRIKE PLATE TYP SEE DETAIL G SHEET 6 6" 6"t � 3„ SURFACE BOLT YP3 SURFACE BOLT OPTIONAL IMPERIAL ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE k OPTIONAL DETAIL f OPTIONAL SURFACE BOLT STRIKE .PLATE IMPERIAL ASTRAGAL TYP ASTRAGAL STRIKE PLATE 6c OPTIONAL SURFACE BOLT STRIKE PLATE M Ap �ruval acomplylnyc co — M SEE NOTE 6 SHT. 4 D ryp. II 1 1 � NPI I W .3 -"i t-- 3" 3" 4.5" 4.5" SING Q OAR W/SIDELITEc ANCHORING LOCATIONS 1 16 5 � 0 SURFACE BOLT STRIKE PLATE DETAIL K SILL SURFACE BOLT OPTIONAL IMPERIAL ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE k OPTIONAL DETAIL f OPTIONAL SURFACE BOLT STRIKE .PLATE IMPERIAL ASTRAGAL ASTRAGAL STRIKE PLATE 6c OPTIONAL SURFACE BOLT STRIKE PLATE Ap �ruval acomplylnyc m 1.0vv 9111 DI G TANTE, INC 813.859.9197 t: 12 13 01 a N.T.S. z x: WLN c. ar: RW unNc No.: S-2105 cn 5 or 8 SEE NOTE 5 9 SHT. 4 a 16 �4"4� o 41 38 6 [C 13 14 SEE NOTE o a u 37 f ERtO B SHT. 4 N vWi o 29 rn rn n 9E SHTOT4 iXIESIQ& 21 34 42 w 38 2 3 c ry 38 41 37 = Z 4 48 18 n 7 7 1 l>YIE6 a S2 Z SEE NOTE 37 �' :c.":' H 5 SHT. 4 24 zm 40 uj 17 1 10 ii :• '?iS "t: i i4. N Ji 29 SEE NOTE SEE NOTE Ud i 3 SHT. 4 6 SHT. 4 Y 38 x 25 37 •,. � � � i 39 40 SEE NO 32 10 a 3 5 yt:.;: •�,. 15 40 u�•+� 12 47 SEE NOTE ......i' ••` y o c� 3 SHT. 4 q�•. ,�5w3 ' �::.mlr SEE NOTE SEE NOTE SEE NOTE �r 3 SHT. 4 AT SIDEIITE TO HINGE JAMB. TYP. 7 SHT. 4 4 SHT. 4o�tl ?O �25 6 SHT. T43.► 114 & o R 39 12 50 1.15" MIN. 20 u 40 3 H EMB. .15" MIN. SEE NOTE 47 32 I COUNTERSINK a 3 SHT' 4 SEE NOTE SEE NOTE pr c1nFI ITT 70 LATCH JAMB. TYP. i Y 4 SHT, 4 7 SHT. 4 i •' NOTES:-+ 1. SPACING FOR 18 x 1PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE d ^ k+ INO 4CTTVE DOOR IS AS FOLLOWS: TOP DOWN: 1.0", 3.0" & 5.0". FROM THE BOTTOM UP; 1.0`, a 29 38 = 3.0', 5.0. 20.0' & 38-75'- 2. SPACING FOR 110 x 1' PFH SCREW ATfACH7NC THE IMPERIAL ASTRAGAL TO THE ! INACTNE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTFOM UP; 1.07, 2.5', 4.0, 5.5", 25 a 37 n 26.0'. 3. SPACING FOR 18 x 7 1/2" PLASCREW IS AS FOLLOWS; TOP & BOTTOM; (2) S'"':• r_ QQ SCREWS 3.0' IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE .FRAME DOWN y.�,� ON THE SIDES; 3.0 13.0', 26.0", 39.0', 52.0' & 63.0'. =•-?'• .`'.,�i,I.t+'1'� `•'^•' 4. SPACING FOR BRAD TRIM NAIL 3/4' L ATTACHING THE OUARTER ROUND TO THE 19 `"" ''"'^1: �:(:�:; ;•.''p S SIDELITE IS AS FOLLOWS: TOP & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1) G$ :' !h MORE NAIL IN THE MIDDLE. SIDES; 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON INTERION • THE FIELD. S. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE 18 x 2 1/2" 17 PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT a p TME MULLION USE 18 x 2." PFH WOOD SCREW. c 4 47 SEE NOTE 40 SEE NOTE 2 6. SPACING FOR 18 x 2.5' PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS 3 SHT. 4 AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED, A •25" MAX. 4 SHT. 4 WOUILDINi TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION. SHIM THK. 32 SEE NOTE ea+sULTANrs, :N, 7. THE SIDELITE IS SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE 7 SHT• 4 �r npn IT 70 BUS CXTYP 813.659.9197 SIDES & 3/8" x 3/8" 1/4 ROUND & 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 OAm 12 13 01 110 x 1 3/4" PFH WOOD SCREW. SCALE: N.T.S. 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM 116 A Apfl u -d u aumplyftwvilh Ih4 ow, By., WLN i 1" TRIM NAIL SPACED A MAX. OF 12' ON CENTER, 1`10.4 uw a • 10. SPACING FOR REM 157 THE 18 X 1 1� 2" PANHEAD SCREW ON THE DOOR LITE FRAME IS AS FOLLOWS: Dal. axc B•. RW i FROM THE TOP DOWN ON THE SIDES (8) AT 3.25 10.6257, 18.0625 25.4375', 32.8125", NDM*lNc No: 40.1875, 47.625. 55" & 62.375". AT THE TOP & BOTTOM FROM RIGHT TO LEFT (3) AT 3.25 MIS IDde^ ud S_2105 11.675` & 20.5'• THE SCREW SPACING FOR THE SIDELITES IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES: (5) AT 3.25`, 18.0625", 32.8125 4.5625" & 62.625". THE TOP & BOTTOM (1) Oy SCREW AT 4.4375". .J SEE NOTE 3 SHT. 4 40 SEE NOTE 3 SHT. 4 ASTR iAL RETAINER BOLTS (4) BOLTS TOTAL, (2) 8.0' L x .312" DIA. O TOP k (2) 8.0' L x .312' ON. O BOTTOM �z bOR20NT.1 CROex: SECTION A7 ASTRAGAL SEE DESIGN PRESSURE CHART ASTRAGAL RETAINER BOLTS (2) TOTAL. (1) 9.0' L. z ,µ,UM. RETAINING SLIDE .312' DIA. O TOP k (1) rI3) 1.0' x'4.5" z 0.5< 9.0" L. x .312' DIA. O BOTTOM __ 1 �I Cance CCCTION AT A GAL OPTIONAL IMPERIAL ASTRAGAL SEE DESIGN PRESSURE CHART iV SEE NOTE ( f,XjEBLOB 5 SHT. 4 \ SEE NOTE 8 Slit. 4 2 e to :e 0 1.13' MIN. EUB. n ^ o. E --7 Jl (z hi. i �F N O ]G � � 3 App—d u e mplylag with tM Florida B Idi Vil m1 Dadc Pmd"" Di ift Oy n 6 DwG. 9Y: WLN CHK. er: RW ,EXTmIOB �a 17 13 ac71YE J_ —7 INTERIO to 3 yrr 7U S _ee ccrnnN HINGE JAMB fou .tV MIN. I C—SINK 25' WAX. SHIM THK. SEE NOTE ( f,XjEBLOB 5 SHT. 4 \ SEE NOTE 8 Slit. 4 2 e to :e 0 1.13' MIN. EUB. n ^ o. E --7 Jl (z hi. i �F N O B1J.859.91a7 App—d u e mplylag with tM Florida B Idi Vil m1 Dadc Pmd"" Di ift Oy oATf: 12/13/01 ' NTS DwG. 9Y: WLN CHK. er: RW DRAWW No.: 5_2105 dNaT � a �.• r i 1 �eI (•ROt�-S GTION -�A' a POOR PANEL (2 AUCALJ�- SIDELITE SASH ITEM - u qp J4YB 1 1 4 x 4 9 16 PONDEROS4 Joll PINE WEx 4 x x o' • STE R LA H LVL SID 1.6 x 1 STEEL 8 PANEL BO 1.73 x 1.21 x . K. I mo 2 10VL 11 DOOR AN TOP fiNL 1.67 x 1 NbOD 12 4x136 WOO N 13 H SIDE SALE I. x 1 14 1 17 10 WOOD 17`.-'t'':V•�;:,;,r.; 1.75"MIN.z _ 1 T U PANEL THK. x W U 2. V MMI. IM _ _ .n LKS 400 KN PANEL THK, h I U 22 8 23 LNG C P(XUN 1199 SIUC S 40 E 2 8 IA AWN. M. 27 SEE NOTE 3 _ 26 x ' I 29 SMT. 4 SILICONE M 0 8 x 1 PKIII M000 � SEE NOTE 3 1 T 7 7 t 4- = SHT. 4 _ I I 36 U G 37 1 8 S PP 38 LU FRAM ODL HP E- - 91 POLYP L I 1 MI N. L x 1 IN LP, G S _ KIN 1 N O - R P 8 x 2 PS FtA W000 S 14 IN a 4 THK.x 4 9 16ALUAI. U .1S" MIN, TEMP. OPT)0N4L .OSO WALL N ' GLAZING U CN 1 1 4 x 4 16 PON JOI D PIN L CLASS THK• fAIlS FOR Y INITY f 2 INSULATED TEMP CLASS BY TRINITY AMPAC � ASS THK. ry tp S7E 57 LITEFRAME SCREW 6 X 1 1 2 ANHEAD N i m SEE NOTE ...:... 9 ' 6 SHT. 4 '`� . vtf' •� / g 47 46 MEMO 2 FxT RIOR dd sm 46 r i 1 �eI (•ROt�-S GTION -�A' a POOR PANEL (2 AUCALJ�- SIDELITE SASH ITEM - 2 qp J4YB 1 1 4 x 4 9 16 PONDEROS4 Joll PINE WEx 4 x x o' • STE R LA H LVL SID 1.6 x 1 STEEL 8 PANEL BO 1.73 x 1.21 x . K. I mo FOAM 10VL 11 DOOR AN TOP fiNL 1.67 x 1 NbOD 12 4x136 WOO 13 H SIDE SALE I. x 1 14 1 0 1 P O L K 8 x4.0 x 1 WOOD 16C1 BRAD Tints H11L I L FOAM _ 1 T U W00 x W U IM _ _ i LKS 400 KN _ 22 KWIKS AN 700 S 1 S D80LT 23 LNG C P(XUN 1199 SIUC S HI W E 2 8 IA AWN. M. 27 _ 26 x ' I 29 SIU U C SILICONE M 0 8 x 1 PKIII M000 STE L WO D 1 T t 4- HLA _ 36 U G 37 1 8 S PP 38 LU FRAM ODL HP E- - 91 POLYP L I 1 MI N. L 1 IN LP, G S _ KIN 1 L I T G 1 THERMOR - 1 91 - R P 8 x 2 PS FtA W000 S 14 IN I RAD M NAK 4 L 4 THK.x 4 9 16ALUAI. U OPT)0N4L .OSO WALL N U CN 1 1 4 x 4 16 PON JOI D PIN L f0 x 1 PHtWPS TH t0 x WP (HEAD W000 Y INITY f 2 INSULATED TEMP CLASS BY TRINITY AMPAC LfiEFRAME BY TRIM RY OR 1 CLASS 56 1 INS LA TEMP CLAS BY TRIM AMPAC S7E 57 LITEFRAME SCREW 6 X 1 1 2 ANHEAD �A 'I, W euILOINO )NSULTANTS. INC 813.859.9197 I. 12 13 Sellf NTS rG°t!e owl B.. WCHKt.n RU h4 RW DxArnla No.: S-21 05 sKar 2 0f Florida Building Code Online PTID 539 T CTLA 572W REV.pdf PTID 539 T CTLA 572WB REV.pdf FI ID 539 T CTLA 572WC_pdf PTID D539 T_CTLA 696W.pdf PTID 539 T CTLA 696WA.pdf PTLD 539 T_CTLA 697W.pdf PTID_539 T CTLA 697WA.pdf PTID_ 539_ T_CTLA 718W.pdf PTID_539 T CTLA 718WB_pdf VDD 539 T CTLA 961 W.pdf PTID _539_T CTLA455W.pdf PTLD 539 T_CTLA456W.pdf PTID 539 T_CTLA632W.pdf - PTID_539 T_CTLA641W:pdf PTID 539 T CTLA694W.pdf PTID 539 T _CTLA694WA.pdf PTLD 539 T_CTLA695W.pdf MID 539 T_CTLA717WA.pdf Page 2 of 5 Installation Documents PTID 539 1 01-_012_2.09 OS 3-Ox7- Uploaded: 0_Opaque_X=04252007_oddf PTID 539 101-0122.10 IS 3-Ox7- O 0pA ue X W252Q07.pddf PTID 539 l_01- 0122.11 OS_30x70and60x68�0aaque XandXX 06132007.pdf PTID 53_9_1 61- 0122.12 1S 3000and60x68 Opaque XandXX 06132007.pdf PTID 539 1 02-0107.02 OS 8-4x6-8 Op _wSL OXXO_ SG�07032007.pdf PTLD 5_39 102-0107.03 IS 8-4x6-8 0p wSL= OXXO SG_ 08082007f PTLD 539 1 02-0109._01 OS 8-4x6- 8 FullLites OXXO_SG_070307.pdf PTID 53_9 1 02-0109.02 IS 8-4x6- 8—Full]-nes OXXOSG 070307.pddf PTID 539 1 02-0110.02 OS 8-4x8-0_Op wSL_OXXO SG=070320Q7.pdf PTID 539 1 02-0110.04 IS 8 -4x8 -Q Op wSL= OXXO =SG 07032007.pdf PTLD 539_1_02-0111.02 OS_12-0x6- 8_OPwSL OXXO SG 082207.ndf PTID 539 1_02-0130.04 OS 8-4x8- 0 FLite OX -XO IG 51707.pdf PTID _539_1 02-0130.05 OS 8-4x6- 8 FLite_OXXO 1G 51707.pdf PTID 539 1_02-013_0.06_OS_8-4x8- O=QpwSL OXXO=IG_32907.pdf PTI D_539 1_02-0130.07_OS_8-4x 6- 8_OpwSL_OXX_O_ IG 042607.pd PTID 53.9 102-013_0.08_OS_8-4x8- 0_FLite_0XXO_IG_51707. f PTID 539 I_02-0130.09_1 S_ 8-4x6- 8 FLite OXXO -4x6- 8FLiteOXXO IG 51707.pdf PTID 539 1 02-0130.10_IS_8-4x8- 0 OwSL OXXO IG 42907.pdf PTID 539_1 02-0130.11_IS_84x6- 8 OpwSL OXXO IG 042607.pdf PTID 539 1_02-0712.06_OS_3-0x8- 0 -Opaque X 08082007.pdf PTID 539 I_02-0722.06.pdf PTID 539_1_02-0722.07.pdf PTID 539_1_02-0722.08.pdf httn://www.floridabuildini!.orp-/nr/Dr detl.asD?1PT=539&fin=ROSrch 7/12/2004 Florida Building Code Online Product Approval Method: Application Status Date Validated: Page: Go PTID 539 1 02-0722.09.pdf MID __539_1_02-0722.1 O.pdf PTID 539 1 02-072111.pdf PTID 539 1 02-0722.12.pdf PTID_539_I 02-0722.13 _pd f PTID 539_1 02-1022.14 OS 6-Ox8- 0 Qpaque XX 12022007.pdf PTID _539_I_02-1211.10_OS_8-4x6-8 FL- MS_OXXO_7l 708.pdf PTLD 539 1 02-1211.11 IS 3-0x8-0 Op X 021108.pdf PTID 539 1_02-1211.12_OS_8-4x 6- 8_OpwSL_OXXO_04142008.pdf _ PTID_539 1 02-1211.13_OS_3-0x8-0 Op X 021108.pdf TLD P 539_1_02-1211.15 OS 12-0x6-8 F- Lites C`XXO__08222007.pdf PTID 539 102-1211.16 IS 8-4x6-8 F- Lite_OXXO 08152007.pdf PTID _539_I 02-1211.17 IS 8-4x8- 0_ wSL=OXXO 80807.pdf PTID 539_1 02-1211.18 OX -8-4x6- 8 OpwSL OXXO 08152007.pdf PTID 539_1_02-1211.19 1S 8-4x6- 8_OPw SLOXXO_08222007.pdf PTID 539 1 02-1216.09 OS -8-4x6-8 F- Lites_O_XXO_08152007.pdf PTID 539 -I - 02-1216.10 OS 8-4x8- O OpwSL_OXO 08012007.pdf PTID 539_1 02-1216.11_OS_12-Ox6- 8 QpwSL_OXXO 0822200Tpdf PTID 539 1 02-1224.05 OS_8-4x8-0_F- Lites OXX0=07182007.p_df Method 1 Option B Approved 10/31/2003 Page 3 of 5 Page 1/ 3 > I _'1 pp/Seq Product Model ## or Model Limits of Use # Name Description IS, 8-4x8-0,Fthe uated for use in -_ 39.1 Fusion -crafted Wood Full Lite, tions adhering to omposite XXO Florida Building OS, 8-4x8-0, Evaluated for use in 39.2 usion-crafted Wood W/SL, locations adhering to .� omposite XXO the Florida Building 2] IS, 8-4x8-0, Evaluated for use in - 539.3 Fusion -crafted Wood . w/SL locations adhering to omposite XXO the Florida Building usion-crafted Wood IS, 8-4x6-8, Evaluated for use in - 39.4 Full Lite, locations adhering to omposite XXO the Florida Building Al I 4n __a,.t___:t,t:_..- .4-41 -7/1'1MMA klorida Building Code Online Page -4 of 5 ��j .:.......,:�.ux...✓»r.�.._�`.i.,.3eiF,.�SF'd%--.131'�..A sli?i�t^0..".:it.. S'. x�-�h'_<<1.'�¢.�'Yl. y°._ �"i_ httn•//www flnr;dnk-kiArlina nrrs/"r/r.r (lett -7i1l+innn• usion-crafted Wood OS, 8-4x8-0, Evaluated for use in - 39.5 Full Lite, locations adhering to omposite XXO the Florida Building usion-crafted Wood IS, 8-4x6-8, Evaluated for use in - 39.6 _ w/SL, locations adhering to omposite XXO the Florida Building Fusion -crafted Wood OS, 8-4x6-8, Evaluated for use in - 39.7ull Lite, locations adhering to omposite XXO the Florida Building usion-crafted Wood OS, 8-4x6-8,Evaluated for use in - 39.€ _, • . w/SL, locations adhering to omposite XXO the Florida Building Steel, Steel Edge in IS, 3-0x7-0, valuated for use in - 39.10 Metal Fra Opaque, X, Adj ocations adhering to [the l6ga Florida Building Steel; Steel Edge in OS, 3-0x7-0, Evaluated for use in - 39.11 Metal Fra Opaque, X, HM locations adhering to l6ga the Florida Building Steel, Steel Edge in OS;3-0x7-0, Evaluated for use in - 39.12 eta] Fra Opaque, X, Adj locations adhering to l6ga the Florida Building Steel; Steel Edge in IS, 6-0x6-8, Evaluated for use in 539.13 eta]Fra Opaque, XX, locations adhering to —i M l6ga :the Florida Building Steel. Steel Edge in OS, 6-0x6-8, Evaluated for use in - 39.14 Metal Fra aque, XX, locations adhering to M l6ga the Florida Building Steel, Steel Edge in IS, 3-0x7-0, aluated for use in - 39.9 Metal Fra Op,X, HM cations adhering to [the l6ga Florida Building - Steel, Steel Edge in OS, 8-4x8-0, Evaluated for use in - 39.24 Wood Fram p. w/SL, locations adhering to XXO the Florida Building Steel; Steel Edge in OS, 12-0x6-8, for use in 539.23 Wood Fram .w/SL, FEvaluated ations adhering to XXO Florida Building tee], Steel Edge in OS, 3-0x8-0, Evaluated for use in 39.19 Wood Fram Opaque, X locations adhering to —� the Florida Building tee] Steel Edge in OS, 3-0x6-8, Evaluated for use in - 39.20 Wood Fram Opaque, X locations adhering to the Florida Building �1 Steel, Steel Edge in IS, 8-4x6-8,Evaluated for use in -- 39.21 Wood Fram . w/SL, locations adhering to —t XXO the Florida Building J feel, Steel Edge in OS, 8-4x6-8, Evaluated for use in - 39.22 ood Fram . �/SL, locations adhering to XXO the Florida Building ��j .:.......,:�.ux...✓»r.�.._�`.i.,.3eiF,.�SF'd%--.131'�..A sli?i�t^0..".:it.. S'. x�-�h'_<<1.'�¢.�'Yl. y°._ �"i_ httn•//www flnr;dnk-kiArlina nrrs/"r/r.r (lett -7i1l+innn• 1,+M• /%,..,..,. fl..,-:,i.,l.,,;l.i;.,...,,-../ ../ � ,a . st ..,.�m�T—c� n D. �...—D n�_..t -� i� � v►nn� —•-•--- - ------•---- - •--- ----- -- - -- - --- - - ----• - •----------- --__ �. a