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HomeMy WebLinkAbout339 Lusitano WayPermit #: Job Addri Descriptio Historic D RECEIVED CITY OF SANFORD PRRMIT APPLICATION / / UAY 1 7 inoc; Permit Type: Building XX Electrical Mechanical Plumbing Fire SprinkledAlarm 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: Residentialt-_" nun al Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units. Flood Zone: (FEMA form required for other than X) Parcel #• Zoe Owners Name_"ddress: _/:5 67 (Attach ProDf of 0 ership $r Leept Description) '' Contractor Name & Address: PETER A. Q) ARO 1114/, A948 TELLSOLV. PLACE, ORLANDO, FL 32812 State License Number. CG C1508417 Phone & Fax: 407-467-2643/407-327-0910 Contact PersoagACKIE CAINES Phone: 407-457-2643 Bonding Company. NA Address: Mortgage Lender: NA Address: Architect/Engineer: NA 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 such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the quirem is of FI 'da Lien , FS 713. • Signature of OwnerlAgent Date i ture of Contractor/Agent Date JACKIE CAINES Print Owner/Agent's Name Pript Cont r/ is Name Signature of Notary -State of Florida Date Si I �m Date 009100 # NOISSIWW00 dW 3A"E) 3(YV 30N3li013 °'�e d AtidL°a Owner/Agent is _ Personally Known to Me or Contractor/Agent is nally Known to Me or Produced ID _ Produced ID APPLICATION APPROVED BY: Bldgyl A— 5- Z ;>(A Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/pls/web/re web.seminole county title?parcel=18203150600001320... 5/17/2005 DAviDJoHNsoN CFA. ASA LUSITANO WAY PROPERTY n - .. APPRAISER SEMINOLE COUNTY FL. 1101 E.FoasTST "" , F�� SANFORD. FL 3 27 71-1 468 407-665-7566 APPAL005A CT X 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-506-0000- Tax District: S1-SANFORD 1320 Number of Buildings: 1 Depreciated Bldg Value: $126,025 Owner: SCHIMMACK Exemptions: 00 MICHAEL P & HOMESTEAD Depreciated EXFT Value: $0 Own/Addr: COSTA-SCHIMMACK LISA -MARIE Land Value (Market): $28,000 Address: 339 LUSITANO WAY Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $154,025 Property Address: 339 LUSITANO WAY SANFORD 32771 Assessed Value (SOH): $154,025 Subdivision Name: BAKERS CROSSING PHASE 2 Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $129,025 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $553 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $553 WARRANTY DEED 01/2004 05206 1771 $173,100 Improved Save Our Homes (SOH) Savings: $0 WARRANTY DEED 09/2003 05039 0919 $227,000 Vacant 2004 Taxable Value: $27,000 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land LOT 132 BAKERS CROSSING PHASE 2 PB Method Units Price Value 62 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 2004 8 1,955 2,390 1,955 CB/STUCCO $126,025 $126,658 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 10 Appendage / Sgft GARAGE FINISHED / 425 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 our next ear's properly tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re web.seminole county title?parcel=18203150600001320... 5/17/2005 LOWE -`Home Irnprovemeint Waremuse Improving Home Improvement` 4948 Tellson PI Orlando, Florida 32812 Bus. 407/832-8085 Fax. 407/273-2455 Limited Power of Attorney Date: )� I (/ 7- G'®DSS 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 Home Cent rs, Inc. to be my 1 wful attorney in fact to act for me/Ind apply to for a permit for work to be perfor#d at cation ribed as: (Address of Job) (Owner of Property,) I And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony Cafaro III Area Installed Sales Manager Primary State Qualifier CGC 1508417 Sworn to and subscribed before me this_j/—day of ,2005 No.public FY'P, RpbeccaVelez " My commission expires ` °= MYCOP9mjq, 10M# DD176963 u::?IR'S 'oe 3wnuary i 2, 2907 F.. BONDEDTHRUTROYFAININSURANC�INC -- 5=Q5=I - -7.06 165 built 'r' -Tax r l.mtfrer W i± 'Tay _- �:al aP*o \ "`r .' '•''S'' -• / t TT rte_: _N1 l p CAgt!2i!lt7f- i7fl •YThis is a conlraci betwow Lowes (as dah_d in the Telma and conmions) ("Lowe's i, and the above Cantornee. reskiantlai prerniam (the 'Prerribeel at fife lbiioft*v Mrat M' " Pr address_ cqZ `cJ 4 c_2X_CIN�. ci Lowes to arrange normal inaRsltetten oBlowln® doow{s)• Exterior - Interior PriphLing Unit _LL&!!!7�_Slab _ Item Number __ �CJ RH ❑ LH ❑ Of --I Door(a) Size ❑ 36 x 60 Cl 32x60 Other Size Item Number RH Q LH p it Door(s) Size ❑ 36 x 80 L7 32x80 ❑ Other Size Delivery of poor Yes Qo 0_1No 0 (check orae) Haul away of any debris related to Inatailation: Yes ja--.***No ❑ (check one) Basic Installation includes "toll, .1111: -Normal Installation of door In some aba sWuare opening in good condition -Installation of hardware with pre -bored door -Reinetallation of present casing or customer provided now csein0 -Clean-up of job -site Susie InmaNstlen duos not kw gwds the fbUDWWM: -Reframing or alterations to existing structure or carpentry work femd" hov -old-4a -Any reinstallation of Burglar Alarms -Any painting or staining or finishing of new door unit -Reinstallation of Screen or Stern or Security Door -Reinstallation of vinyl or aluminum covering on exterior molding With the exception of Burgiar Alarms and finishing, any of the gAxwe labor items *an specifically listed in the additional specifications block on this contract. F •t:r` AdeMonal SpecMlcs[ians: The Envhonmentel Protection Agency (BPA) he* r L,owwo, nowy Instmontion ewYtNfw we that a ieet# based paint hazard mit► exist in i prior to 1978. See pamphlet CPA 747-x-99-001 for detaUs. INSTALLED SALES P 4/4 comTnAcT- 1377884 !10 :.' aiir cue! owwE • +' . anred GuelolGoon or goode. in the For wall arty to be valid - /customer a must flnlelt frame fid/ and ON six (6) sbdae of dam Inrma&ak:i+y (within S d"a) it"to Irwstallatl only Customer ki tlitlee { urnapad atrtxturs - . contracted at an additional cost and moat be tt.et/0627.• G built 'r' -Tax r l.mtfrer W i± 'Tay _- �:al rsi TotJ[7 "`r .' Whom apNeslb Islam Is mabia: GMch local rax Rfe4 w,;nn { 33: No71cieTo cu$TONER All Items listed in this oorfflSM and speeliicatbn's►leet(s) ars to be wnelaliod under cora forts vdraed at time d purchase and at the price �Ippsaring On Mia eontraer form. This aaavmea sound oxtating substructures.of alt nf. ottlwsuperstructumo�ing oand f NNxtwaa or aPWlan�e to be as of attachrmenft. E *a labor u ami a tra owx to cusamerelron necessitated by detective sabstnubues, supEr` budhMs. Points DO NOT SIGN THS CONTRACT 1,INT1L 001111 PLETE AND YOU HAVE READ THE. NS AND CONDITIONS CONTAINED ON THE REVERSE SIDE OF THIS CONTRACT. BY 15IOI4tNG BELOW, You ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDeR- STAND AND AGREE TO THE TERMS AND CC)NDMONS SET FORTH ON THE REVERSE SIDE OF THIS CONTRACT- YOU ARE ON I LED TO A COPY OFTHIS CONTRACT A t Of S% TURlS. WITNESS OUR NAND(a) AND SEALM BELOW THIS WITNESS` _ - er > r (Seal) {scall • 02=2 by tsas'aA Lewey aha � pr de dosiyr ars g, 'llneftnuill a of t_F Gbrp--ti-L t 90900 (Rev_ WIN!) FA.E COPY I. 90018 SaUTUD OPPL ` F XVA ZO:OZ SOOZ/9T/90 05/16/2005 20:03 FAX I h/Z d S31vs 03 11VISNI- 4 Jackie Caines `IA 004 S91 6909-OKI-LO*7 Zg�il 9L-SO-SOOZ MIAMMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 Jeld-Wen, Inc. 31725 Highway 97 North Chiloquin. OR 97624 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 (AHD). 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: 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/ & Wout 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 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 Page i Jeld-Wen. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED (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/ & Wout Sidelites up to 8'4 x 68 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/O1, 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 Per .E. Product Control xa er NOA No 02-1216.09 Expiration Date: August 15, 2007 Approval Date: January30, 2003 E-1 Jeld-Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED (For File ONLY. Not part of NOA) D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01-0718.08 issued to ODL, Inc. for "HP Propropylene Doorlight Assembly" dated 1/17/02, expiring on 1/17/06. 2. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA- 697W/DADE01014, dated June 05, 2001 and Nov. 14, 2001, tested per ASTM E8/A370 or B557, signed and sealed by Ramesh C. 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 "DoorcraftV 6'8" W/E Outswing Glazed Insulated Steel Door w & w/o Sidelites, approved on 10/15/02 and expiring on 10/15/07. 1-4-11 Manu erez, . Product Control Eza ' r 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 006R OUTSWING 6.6 UNITS W/8 W/OUTSIDELITES 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 PAGE 1. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR "HIGI HIGH VELOCITY HURRICANE ZONES' SEE DESIGN PRESSURE CHART BELOW. RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) a vanlze s eel - commercial quality - AKDO per ASTM 520 with yield strength Fy(ove.)-47,575 psi. Face sheets: 24 ga. (0.021) minimum thickness, , e Expanded polystyrene with 1.0 to 1.25 lbs. density by Je -n, Inc. panel Construction & glazina: The active and inactive panels ore 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 rail is roll formed 0.021" galvanized steel measuring 1.67" x 1.21'. Thesides of the face sheet are roll formed into the LVL latch stile and Ponderosa 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 are glazed with .125" tempered glass. The lite frames are wet glazed an the exterior. Sash Construction & glazina: The sash is constructed from 24GA. .021' min.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and and glued to it. The sashes are routed to receive the OOL or Trinity lite frames. The units are glazed with .125" tempered glass. The lite frames are wet glazed on the, exterior. Frame Construction: The frames are constructed from Ponderosa Pine jambs measuring 4.563" x 1.25". The head jambs are mortised and butt joined to the side jambs and attached with (3) 16GA. 2" x 7/16" crown wire staples. 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 wire staples. TABLE OF CONTENTS SHEET,IELIDN 1 GENMI NO 2 VERTICAL CROS Q7 MATERIAL 3 At 4 HORI N A CROSS SECTIONS 7 COMPONENTS8 UNIT 37.5" OVERALL MAX. FRAME WIDTH 14" MAX. D PANEL WIDTH G3 r = 2 x21.125" J MAX. an rWIDTHx p 6" MAX. X o e D.L.O. 0o m n r _ r OUTSWI�N �UNR 14" MAX. PANEL WIDTH 6" MAX.. D.L.O. -1- -1 DAI MAX.V FRAME WIDTH 74.5" OVERALL MAX. FRAME WIDTH 36.625" MAX. 36" MAX. PANEL WIDTH W/ASTRAGAL PANEL WIDTH I FRAME WIDTH r PANEL WIDTH 14" MAX. 'I PANEL WIDTH A` r 'x21.125" A, x21.125" = MAX. r MAX. -J w a x21.125" D.L.O.x r WIDTH O.L.O.x r WIDTH p (Y MAX. e g _�J I'd 07 D.L.O. Q 7d r r C4 �. r � r ep o Im .1� 1� e IN -ACTIVE lit x ACTIVE 37.5" OVERALL MAX. FRAME WIDTH 14" MAX. D PANEL WIDTH G3 r = 2 x21.125" J MAX. an rWIDTHx p 6" MAX. X o e D.L.O. 0o m n r _ r OUTSWI�N �UNR 14" MAX. PANEL WIDTH 6" MAX.. D.L.O. -1- -1 DAI MAX.V FRAME WIDTH 15.5" MAX. 36" MAX. FRAME WIDTH r PANEL WIDTH 14" MAX. 'I PANEL WIDTH PANEL WIDTH A, A' r r r � x21.125" r 021.125 W = MAX. MAX. -J W _�J I'd D.LO.x D.L.O. Q 7d r WIDTH WIDTH �. d � e e � w A, ® r N 01 NC r rn r r r v Jo- r AIN r 0 -ACTIVE ACTIVE w a 107" OVERALL MAX. FRAME WIDTH 36.625" MAX. 36" MAX PANEL PANEL WIDTH 15.5" MAX. FRAME WIDTH 14' MAX. W/RACALGAL I PANEL WIDTH T A' r r � x21.125" r 021.125 W = MAX, MAX. _�J I'd D.L.O. D.L.O. 17 c r WIDTH WIDTH ,01 � e LU NC rn r to r Jo- r AIN r -ACTIVE ACTIVE e ,L-L11 ro Y./ SEE DETAIL "A"�® DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED ALL UNITS WITH WINDJAMBER 11 WITH IMPERIAL WITH & WITHOUT SIDEUTES ASTRAGAL ASTRAGAL VNGLE i;. DOUBLE WITHOUT SURFACE BOLTS +50.Opsf-SO.Opsf DOUBtE WITH SURFACE BOLTS ACTIVE DOOR +65.Op3f--65.Opsf +50.0 sf -50.0 sf with the 813.659.9197 f 1211 0 uz: NTS c. or.. WLN s er. RW MW Na.: S-2105 MT 1 of 8 z 2.1' MIN. PANEL THK. Pi ci 40 SEE NOTE 3 SHT. 4 SEE NOTE 3 SHT. 4 �1 $ �J fib+ N C h 1 VERTICAL CROSS-SECTION DOOR PANEL SIDELITE SASH ITEM DESCRIPTION MATERIAL OAT[: 12 13 01 NTS owe. Dr. WLN Y HEAD JAMB (1 114- x 4 V/10 PONDEROSA FINGER JOINTED PINE x x PINE PINE 1.75"MIN. z STEEL1t PANEL THK. Iris R LATCH LVL SIDE S17LE 1,67 x 1 8 P 9OTTOM RAIL 1.IJ z 121 z . 21 UK 1 STEEL 9 10 - FOAM 11 P WOOD TOP 157 x 1 LVL 12 x I DOOR HIN WOOD SID LE 1.67 x 1 14 15 a EL W00 16GA BRAD TRIM NAIL 1 LSim ,15' MIN. TEMP. EXPANDED L tot .D - GLASS THK. NO - 2x 0 SUB WOOD SHIM MATERIAL (.25- MAX. THK.) 1 1 VERTICAL CROSS-SECTION DOOR PANEL SIDELITE SASH ITEM DESCRIPTION MATERIAL OAT[: 12 13 01 NTS owe. Dr. WLN 2 4 HEAD JAMB (1 114- x 4 V/10 PONDEROSA FINGER JOINTED PINE x x PINE PINE x G. . )97" KAGERI STEEL1t ILI LOW STM R LATCH LVL SIDE S17LE 1,67 x 1 8 P 9OTTOM RAIL 1.IJ z 121 z . 21 UK 1 STEEL 9 10 - FOAM 11 P WOOD TOP 157 x 1 LVL 12 114' x 1 B WOOD MULLION I DOOR HIN WOOD SID LE 1.67 x 1 14 15 1 W 0 WOOD LO (1.71—i--4.0" x 12. EL W00 16GA BRAD TRIM NAIL 1 LSim EXPANDED L tot .D - FOAM NO - 2x 0 SUB WOOD SHIM MATERIAL (.25- MAX. THK.) 1 KWIKS RI S KNO - 22 KWIKS TITAN 70 SERIES D OLT - 2 G TNG COMPOUND W 1199 SI CON 6 ardBFW P OW ALUM. I EL EL M 7 26 S L. x . - 29 SI C ULK 8 x / PHIWPS P ASMW&G TODOOR x 4 N SID SL - x t 11J 5367 1 6 E P 3 1 POLYP . TH FlL-P6-JDFM I POLYPROP. L x 1112- PLASCREW C TE FRAME) STEEL 1 IN EMPERED GLASS - NO RIES - Y0=0L ER - LlIE FRAM YP THERIIOFl - 6- i 8 x Z ILLIPS (HEAD SEW P -0 TAPCON STEEL 16GA BW TRIM NAIL 4 L 4 -- 4 K, x 1 9 1 DEEP PRMURE TRLAItU HEINFORCEMENT OPNONAL DED ALUM. ASTRAGAL WALL I PERWL U JAMB 11{ x 4 9 16 SA Fl NTED PINE 10 x WOOD SCREW rur 10 x 2' PHILLIPS FLATH&W Wuuu SCREW IN 1 I 2- INSULATED TEMP GLASS BY 7RINf1Y AMPAC - 5LREFRAME BY TRINf1YOR FT GLA55 56 INSU TEMP G BY TRI fTY AMPAC P 57 .L E CR X 1 712 P H Ov Z N Chi NO U Q 2 10 Z9 N 0 N 0 MCL QO t 1. 3; u, I 3Q d F-ra �Ad cl 3a P UL 9Uao:NG G TANTE. INC13.BS9.9197 Ea v complying w10 the fNMOj t 03 K. 1710 h� OAT[: 12 13 01 NTS owe. Dr. WLN cwc . RW ORAWINO NO.: S-2105 -2., 8 sNerr INACTIVE L T SEE NOTE 3 SHT. 4 INACTIVE L r a� SEE NOTE 3 SHT. 4 ASTRAGAL RETAINER BOLTS (4) BOLTS TOTAL, (2) 8.0' L x - .312' DIA. O TOP k (2) 8.0' L x .312' DEA. O BOTTOM 1C SEE NOTE 1 n 15 S ^a 31 v 1 INrcalna 1 HORIZONTA. CRO���C�ONCRO��EC�ONN AT ASTRAL SEE DESIGN PRESSURE CHART ASTRAGAL RETAINER BOLTS (2) TOTAL, (1) 9.0' L x ALUM. RETAINING SLIDE .312DIA. O TOP & (1) (3) 1.0' x 4.5' x 0:565' 9.0' L. x .312' 041. O BOTTOM z � EXiFBIOS n a 15 29 SEE Ni 2 SHT. `-' / MTERIOR 1HORIZONTAI CROSSSEC710N OPIONALASTRAGAL MPERIAL ASTRAGAL SEE DESIGN PRESSURE CHART OPTIONAL SURFACE BOLTS 19 d ACTIVE a 5 voO ^L a •� 0 d, 1.15' MIN. EMB. Q Iffm B ) 1 S' MIN. C -SINK .25' MAX. SHIM THK. RRON7AL TO BUCK LA7CN JAMB 70 BUCK SEE NOTE 8 SHT. 4 H EL Z N U C cr c z (0 0 acy 0000 LLJ )0(L. 6 h B�O z Lu V x S. = 613.659.9197 iY 2� SATE 1201 �` NTS m. BY, WLN cm BT: RW S i Y aNOT 3 of 8 n EXTERIOR 17 13 6 ACTIVE I — io .:.� :.''•. , z R INTERI B 10 3 ca ]JAML CROSS SECTION HINGE B TO BUCK .15' MIN. C -SINK .25' MAX. SHIM THK. 19 d ACTIVE a 5 voO ^L a •� 0 d, 1.15' MIN. EMB. Q Iffm B ) 1 S' MIN. C -SINK .25' MAX. SHIM THK. RRON7AL TO BUCK LA7CN JAMB 70 BUCK SEE NOTE 8 SHT. 4 H EL Z N U C cr c z (0 0 acy 0000 LLJ )0(L. 6 h B�O z Lu V x S. = 613.659.9197 u mmplylet with the Id & e le mdud SATE 1201 �` NTS m. BY, WLN cm BT: RW DPAWMo NO.: 5-2105 aNOT 3 of 8 20 �WWa� fWil O � NOTES: 1. SPACING FOR 18 x 1' PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE INACTIVE DOOR IS 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 IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 1.0", 2.5, 4.0", 5.5", 13.0", 18.0' & 26.0". 3. SPACING FOR 18 x 1 1/2" PLASCREW IS AS FOLLOWS; TOP & BOTTOM; (2) SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES; 3.0", 13.0", 26.0", 39.0, 52.0' & 63.0". 4. SPACING FOR BRAD TRIM NAIL 3/4" L. ATTACHING THE QUARTER ROUND TO THE SIDELITE IS AS FOLLOWS; TOP & BOTTOM; 1.25' IN FROM EACH HORIZONTAL CORNER WITH (1) MORE NAIL IN THE MIDDLE, SIDES; 1.25" FROM EACH END & SIX MORE EOUALLY SPACED ON THE FIELD. 5. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE 1'8 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 18 x 2.' PFH WOOD SCREW. 6. SPACING FOR 18 x 2.5' PFH WO00 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 SIDELITE 15 SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE 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 110 x 1 3/4' PFH WOOD SCREW. 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM 116 A I' TRIM NAIL SPACED A MAX. OF 12" ON CENTER. 10. SPACING FOR REM 157 THE 16 X 1 1/2" PANHEAD SCREW ON THE DOOR LITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES (8) AT 3.25', 10.625", 18.0625", 25.4375", 32.8125', 40.1875", 47.625', 55" & 62.375". AT THE TOP & BOTTOM FROM RIGHT TO LEFT (3) AT 3.25", 11.875" & 20.5". THE SCREW SPACING FOR THE SIDELTTES 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) SCREW AT 4.4375". NOTE jr A AL CROSS SECTION SEE NOTE AT SIDELITE TO HINGE JAMB. TYP. 7 SHT. 4 4 SHT. 4 SEE NOTE 7 SHT. 4 Q cc 2 N CO UQcco z 3: 0 a: goi W C0 j ons 3mUa ,"UU BUILouvc 7NSULTAHTS. INC 813.659.9197 scut N.T.S. ilia on, BY: WLN cw BY: RW 5-2105 4 of L _ 6" --1 SEE DETAIL "F" SHEET 5 J " 3 6" 3" I _I ® TYP. 3" TYP. TYP h SEE DETAIL _ h H SHEET 6 _ L � _ TYP. q ^ A M M _ 46 � I TYP. I I 1 r✓ TYP. I- 6" 3" 3 3,. 3^ SEE DETAIL K SHT. 5 DOUBLE DOOR ANCHORING LOCATIONS SEE DETAIL G SHEET 6 in n ,^r M M 10 3 I 1-1�--]1 0; TYPSEE - DETAIL J SHT 6 3" I- 5 g 16 ASTRAGAL RETAINER BOLT HOLES O MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE o TEST BUCK DEEP ENOUGH o c FOR A 2" THROW SURFACE BOLT SURFACE BOLT STRIKE PLATE DETAIL F STRIKE PLATE DETAIL K SILL WINDJAMBER ASTRAGAL WINDJAMBER ASTRAGAL ASTRAGAL STRIKE PLATE & ASTRAGAL RETAINER BOLT HOLES & OPTIONAL SURFACE BOLT STRIKE PLATE OPTIONAL SURFACE BOLT STRIKE PLATE -6" 6" 3" © 11 1 t 3TYP. 3" -EE NOTE 6 SHT. 4 DTYP SEE DETAIL G SHEET 6 F7TT M Ln 40 M r; M O F -I 3" O TT - 4.5" l u C 1 I[(@.3" 46 3" --i �L 3" • 6" ` 6"i— 31. II 5" SINGLE DOOR W/SIDELITES ANCHORING LOCATIONS 1 a zCY r\ n C) U Q IX o 2 > CV LU oNg� LU � �U4 5 16 0 o �"o 5 � o O SURFACE BOLT OPTIONAL DETAIL K SILL STRIKE PLATE SURFACE BOLT IMPERIAL ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE & �yAV/ CONSULTAM�. INC ewLDwc OPTIONAL DETAIL F OP71ONAL SURFACE BOLT STRIKE PLATE 813.859.9197 IMPERIAL ASTRAGAL ASTRAGAL STRIKE PLATE & OPTIONAL SURFACE BOLT STRIKE PLATE A ppApVW U Ccmptylnp e1ih lba scAu' N.T.S. Flod"I WLR MCKK. ew RW MOAN Mimi Doal 1 iO uaCoo DRAMNC No.: D oo S-2105 By SNER y5 Of f SEE DETAIL "F" SHEET 5 nnugig go a 5 07 OPTIONAL DETAIL H STRIKE PLATES TO IMPERIAL ASTRAGAL SEE DETAIL G SHEET 6 -3 in n M M n M a ❑ 5 DETAIL H STRIKE PLATES TO WINDJAMER ASTRAGAL SEE DETAIL G SHEET 6 6„� r 6” 1 6. I I 3" 3„ 3„ F I©I I I 5 I�I I 5 II© 5 NP -_{I 3 TyP, 5 NP. NP. in SEE DETAIL ro � M H SHEET 6 - SEE NOTE pi pi 6 SHT. 4 SEE NOTE 6" -1 E DOOR ANCHORING SINGLE 6- "CIAG LOCATIONS 6 SHT. 4 - © T NP. L ;n L NP. _4 M M 46 III 4 46 { NP. I f TYP• I i3 3" 6" 3„ 6„ 4. 3" 3" 3" .5" nnugig go a 5 07 OPTIONAL DETAIL H STRIKE PLATES TO IMPERIAL ASTRAGAL SEE DETAIL G SHEET 6 -3 in n M M n M a ❑ 5 DETAIL H STRIKE PLATES TO WINDJAMER ASTRAGAL SEE DETAIL G SHEET 6 DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 DETALI G HINGE TO JAMBS_ do DOOR SEE NOTE 5 SHT. 4 F - cc O v Z N Cn U Q a: o cfi W 3= Lu —, Mv(L ,V vu BUILDING )NSULTAWS, INC 813.699.9197 BY: WL.r er. RW NG NO.: 5-2105 6 or I 6„� r 6” 1 r M io T� SEE NP• DETAIL J SHT. ^ rn N ro � M Opp a m T4V pi pi 6" -1 E DOOR ANCHORING SINGLE 6- "CIAG LOCATIONS DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 DETALI G HINGE TO JAMBS_ do DOOR SEE NOTE 5 SHT. 4 F - cc O v Z N Cn U Q a: o cfi W 3= Lu —, Mv(L ,V vu BUILDING )NSULTAWS, INC 813.699.9197 BY: WL.r er. RW NG NO.: 5-2105 6 or I 29 x 55 23 Y EXTERIOR a Z N 8 29 56 011 r. EXTERIOg .125" TEMP. GLASS } O 2 N 30 37 .75" AIR SPACE N J15625- .125" TEMP. 1 Wx= GLASS `• > M U0- .75" STEEL INTERCEPT SPACER 1.544"u"2 .5" GLASSSEE N07E 10BITEOSHT. 5 4 c1 e71NG DETAIL TRINI1" .5" GLASS BITE INSULATED TEMPERED GLASSSEE NOTE 3 40 LUPOY EU -3007 cD SHT.4 tu o GLAZING DETAIL ODL 38 1/8" TEMPERED GLASS o m� HP POLYPROPYLENE 53 Y CL $ 3? c (THERMOF)L-P6-30FM0391) z it a > TEMP TEMP. a 9 23 iv GLASS 54 � � EX7E61.QB T Z 23EXTERIO 25" AIR SPACE Ln O; 44 30 i 1.5625" 23 � cn 41 ;'� e ` 29 1d RIOR .125" TEMP. :1.544" S C�c GLASS N —F23 .5 GLASS SITE .125" TEMP. n a A w GLASS .. o .75- AIR SPACE � 1' 1 SEE NOTE 10 N ^ .125" TEMP.I SHY. 4 GLAZING DETAIL TRINITY 53 1/2- INSULATED TEMPERED GLASS z �BUIIDir GLASS J__ LUPOY EU -3007 coNsu�rAnYs. 75" STEEL INTERCEPT 813.639.9197 SPACER oA,E 12 13 01 2 2 .5" GLASS INTERIOR SEE NOTE 3 40 BITE Appucoolphbt;wlthibc smn N.T.S. SHT. 4 Florwa8 1 pc owa. BY: WLN (:I A7ING DETAIL ODL �° NOMI - aoc. BY: RW 44 1 " TEMPERED GLASS 111Lam1 Dade ° Product c DPAmuc NO.: S-2105 HP POLYPROPYLENED ey (THERMOFIL-P6-30FMO391) SHE rr 7 ov 8 x1.67" Com o n M I 140" 10 .525" COMPR SSION WEATHERSRTIP SCHLEGE C-LON_ODS 650 1.67" 0 .25" -.1 r O1.73" --I DOOR STEEL EDGE CAP BOTTOM 4.5625" ----" 1 I n n h N T 1 WOOD FRAME 2 4 3 50 0 28 N SURFACE BOLT (IVES 25" STEEL MODEL 4541 2.375" -- j ASTRAGAL HAS ao (1) 9.0" L. x .312" DLA. n BOLT ® TOP & (1) 9.0" L. x .312" DIA. BOLT ® BOTTOM Oh"--- -912" 49 IMPERIA�4AST`RAGAL EXTRUDED ALUMINUM 075" WALL SEE DESIGN PRESSURE CHART --j 1.0" F- T 1 N 1.767"—I 26 O 1 DRILL TRU FORA #8 N PFH WOOD m SCREW 2PLCS N —{ .75" STRIKE (IVES .125" STEEL) ASTRAGAL HAS (2) 8 .0" L. x .312" DIA. BOLTS ® BOTTOM & BOLTS ® TOPx .312" DIA. DRILL TRU FOR .357" DIA ASTRAGAL RETAINER BOLTS WINDJAMBER 11 WR68J STRIKE PLATE STEEL PLATE I4.04 1 i. n n L m T � -T O OUTSWINC BUMPFACE THRESHOLD LOW PROFILE .050" EXTRUDED ALUMINUM e N 0 0 L 0 0 F - .097" O4 x 4 STEEL DOOR HINGE 097" THK. STEEL BY HAGER 11.875" TD� fA. VARIES W/LOCK USED La with The 0 U 2 813.659.9197 Br: WL, Br: RN NG NO, 5-2105 13 OF 05/12/2.005 20:27 FAX Florida Building( 4 Jackie Caines X006 Of 5 Application #: Date Submitted: Product Manufa Catcgory: Subcategory: Evaluation Method: Referenced Standard from the Florida Building Code: Testing Lab: Duality Assurance Entity: Validation Entity: Authorized Sipnatmc Evaluation rest Uploaded: httn://wWw.ffinridahtn'ldinp.nro/twhtr d Certified Testing Laboratories i National Accreditation and Management Institute National Accreditation &amp, Management Institute, Steve Shawn I ' stevestr@jeld-wen.com its PTID539 T CTI. -395W=1_ df PTID 539 T CTL629W.udf MID 539 T CTL.A 57OW REV.Rdf MD 539 T CTLA 570WC REV.pd PTID 539 TCTLA 395w.odf 1 PTLD 539 T CTLA 513W_ff PTID 539'T-CTL.A 513WA.pddf PIiI)7539 T' G7LA 513W13_pdf PTID 539 T CTIA 513WC.pdf EW 539 T CTLA 570WA M. - FM 532T CTZ.A, 570WB REV.pd dl acn')iPT=i�OJ6fif�RrlQrr•}c i 7/t�l�I1M- I Need Help ? FL539 10/06/2003 JELD-WEN 31725 May 97 N. Chiloquin. OR 97624 i 1 E-xtcrior Doors Swinging "resting Report Section Siandprd Ymar )606.1.4 PA 201 1494 1606.1.4 YA 202 1994 1606.1.4 PA 203 1994 Certified Testing Laboratories i National Accreditation and Management Institute National Accreditation &amp, Management Institute, Steve Shawn I ' stevestr@jeld-wen.com its PTID539 T CTI. -395W=1_ df PTID 539 T CTL629W.udf MID 539 T CTL.A 57OW REV.Rdf MD 539 T CTLA 570WC REV.pd PTID 539 TCTLA 395w.odf 1 PTLD 539 T CTLA 513W_ff PTID 539'T-CTL.A 513WA.pddf PIiI)7539 T' G7LA 513W13_pdf PTID 539 T CTIA 513WC.pdf EW 539 T CTLA 570WA M. - FM 532T CTZ.A, 570WB REV.pd dl acn')iPT=i�OJ6fif�RrlQrr•}c i 7/t�l�I1M- 05/12/2005 20:28 FAX Florida Building Code Online Installation Uploaded: httn-/ .flmidaMnMno.omhirhw Jackie Caines Q007 Page2of5- P7Tb 539539 T CTLA 572W RIEVO FM 539 TCTLA S72WB REV.odf PTLD 539 .T CTLA 572WC_Ddf PTID 539 T CTLA 696W.Ddf PTID 539 T CTLA 696WA_Ddf PT1D_539 TCTLA 697W.Of PTID 539 T CTLA 697WA.pdf YnD7 CTLA 718W718Wpe539 df PTID 532 T CTLA 718WB-Ddf PTID 539 T CTLA 961W.pdf PTID 539 T CTLA455W.Ddf VDD_539_T_CT1 A4 W PTID 539 T C11A632W.Ddf P_T1D_539_T CTLA641W.pdf PTLD 539 T CTLA694W.Rdf PTID 53- T CTLA694WA.ndf P77D 539 T C7LA695WTDdf PTID 539 T CTLA717WA-of PTID 539) 01_01222 09 OS 3-00- 0 Ooa ue X 04252007pdf PTID 539 101-0122.10 IS 3-0x7- 0 UVague_X 04252007-vdf - 0122.11 OS 30x7Oand6Ox68 aque XanaX 06132007.adf PTID L3-9_1_01- 0122.12 391Ol_0122.12 IS 30x7Oand6Ox68 Qpaqime XandXX 06]32 pd PTID 532_1 02-0)07.02 OS 8-4x6-8 OD wSL-OXXO SG 07032007.Rdf PTID 5391 02-0107.03 IS 8Ax6-8 Oo wSL OXXO SG�_U8082l10'l�df PTID _539 1_02-0109.01:OS 8-4x6 8 FuALites OXXO SG 070307.odf P�7�I? 539 1x02-0102.02 IS 8-4x6- 8 Futlbles OXXO SSS 070307.pdf P ID 53539 1 02-91 l Q 02 OS 8-4x 8.0 OD wSL OXXO SGSG07032007.odf PTID 539 102-0110.04 IS 8-4x8-0 Op wSL OXXO SG 07032007Tadf PTID 53 yl 02-0L 1 l_02 OS 12-0x6- 88 OPwSL40XXO SG 082207 -pd! PTID 539 I. 02.Oi-30.04-OS-8 4x8- 0 FLite OXXO IG 5l707.Ddf 39 PTID 5 1_02-0130.05 OS 84x6- _ FLile OXJCO IQ-5U-07.pf PTID 5_39 1_02-0)30._06 OS 8-4x8- 0 OpwSL OXXO_IG 32_907.pdf P l0 539 l_02=00130.07 O.S 8"4x6- = 8 OpwSL OXXO 1G 042607.pdf PTID 53_9 I 02-0)30.08 OS 8-4x8- 0 FLite OXXO IG 51707. PTID 5391 02-0130.09 1S 84x6 8 FLite OXXO IG 51707.adf rM 539 1 02-0130.10 IS 8-4x8- OOwSL�OXXO 1G 42907-Rdf M. l 02-6130.11_IS 9-x6- 8 OpwSL UXXU IG 042607.pdf PTID_53R 1 02-0712.06 OS 3-0x8- 0 PppgK X 0809 007.D4f PTID 539 1 02-0722.06:pd[ PTID 539 02-0722.07_Ddf PFID 5539.1 02-0722.08:Ddf 7n'#»nnA 05/12/2005 20:28 FAX Morida Ruilding Code Online Product Approval Method: Application Status: Date Validatcd: Page: -� PP/ 39.1 F t Jackie Caines 1a008 Page :: of 5 P71D 539 1 02-0722.09.pdf - PTID 539 102-0722.IO.pdf -, PTID 539 1 02-0722_11_pdf MID_539 102-0722.12,pdf MD 539102-0722.13.pdf PTLD 539-I-02-1022.14 OS 6-0x8- 00 Oyactuc XX 12022007.pdf PTID 539 102-1211.10 OS 8-4x6-8 EL- MS OX_XO_71708_ndf PTID 539 1 02-1211.11 1S 3-0x8.0 Qg X 021]0t..pdf PTLD 539 1 02-12t1.12 OS 84. 0- 80 pwSL OXXO 04142W8.p-df .. Pl7D_532 1 02-1211 13 OS 3-Ox8-0 Op. X 02110$ ndf P71D 539 102-1211 .15 OS l2 -0x6 -8-F-- Liles 2-0x6 8F - Liles OXXO O 222007. df PTID 539_102.3211.16 IS 8-4x6-8 F - Lite OXXO 08152007.pdf PTID 539 1 02-1211.17 IS 8-08- 0 wSL OXX0a80807Tpdf P77D 539 1 02-1211.18 Ox 8-4x6 8_OpwSL_OXXO_08152007. f P77D 539 1 02-1211.19IS. 8-4x6_ 8 OPwSL,OXXO 08222007.pdf PTIU 539 1 02-1216.09 OS 8-4x6-8 F- Lites OXXO 08152007.t)df PTLD 539 02-1216.10 OS 8-4- 0 OpwSL_OXXO 08012007-p_df PTLD 539 l 02-1216.11 OS 12-Ox6- 8 QpwSL OXXO 0822200- 7.acif PTID 539 1 02-1224.05 OS 8=4x8-0 F- Lites OXXO 07182007.pdf Method I Option B Approved - 10/3 l /2003 Page l / 3 Limits of Use I Model /I or -T Model ame Description ted Wood IS, 8-4x8-0, he Florida Building Full Lite, valuated for use in xxO led Wood OS, 8-4x8-0, he Florida Building w/SL, valuated for use in xxo led Wood IS, 8-4x8-0, he Florida Building w/SL, .valuated for use in XXO led Wood IS, 8-4x6-8, he Florida Building ull Lite, valuated for use in -j ovations adhering to he Florida Building valuated for use in ocations adhering to . he Florida Building valuated for use in ocations adhering to he Florida Building .valuated for use in ocations adhering to he Florida Building 1,*s..•//......n.A...•:.t.J...:1:t:......�..1..�/ ..�t......o1nr c�na��—nen_-L 0 .I�I�AII\M• 05/12/2005 20:28 FAX 'Florj& BViNding Code Jackie Caines Q009 Pa e4of5 On)ine g i Fusion -crafted Wood OS,8-4x8-0, Evaluated for use in 39.5 Full Lite, locations adhering to Composite lithe XXO Florida Building Fusion -crafted Wood 1S,8 -4x6-8, Evaluated for use in 39-6 Composite .w/SL, locations adhering to XX(1 the Florida Building _:j union crafted Wood OS, 8-4x6-8, Eva l ua t ed for use in 39.7 CompositeXXO Full Life, locations adhering to the Florida Building Fusion -crafted Wood OS, 8-4x6-8, Eva 1 ua t ed for use in 39.8 omposite . w/SL, locations adhering to XXO the Florida Building feel, Stccl Edge in 1S, 3-0x7-0, Eva 1 ua t ed f oz use i n - 39.10 eta que,X,Adj locations adhering to 16ga the 1'lorida Building feel, Steel Edge in OS, 3-0x7-0, Evaluated for use in 39.11 etalFla aque,X,HM locations adhering .to 1 )6ga the Florida Building feel; Steel Edge in OS, 3 -Ox? 0, Evaluated for use i� 39.12 Metal Fra Opaque, X, Adj locations adhering t o 16ga the Florida Building J Steel_ Steel Edge in 1S, 6-0x6-8, Evaluated for use in 39.13 coal Fra e, XX, locations adhering to IM M l6ga the Florida Building Steel, Steel Edge' OS: 6-0x6 8, Evaluated for use in 39.14 Metal Fra aque,XX, locations adhering to M 16ga the Florida Building feel, Steel Edge in IS, 3-0x7-0, Evaluated for use in - 39-9 eta) Fra ue, X, HM lithe locations adhering to IM 16ga Florida Building Edge in OS,B-4x8-0, Evaluated for use in 1S1Steel 39-24 Frarn P• v'/SL, lithe locations adhering to XXO Florida Building reel, StcelEdgein OS, 12-Ox6-8, Evaluated for use in 39.23 oodFoam .w/SL, locations adhering to XXO the Florida Building J 39-19 Steel, Steel Edge in OS;3-0x8-0, Evaluated for use in oodFram que,X locations adhering to the Florida Building =1 Steel, Steel Edge in OS, 3-Ox6-8, Evaluated for use in 3920 Wood Fram Opaque. X locations adhering to the Florida Building Stec), Steel Edge in IS, 8-4x6-8, Evaluated for use in - 39.21 oodFram w/SI., locations adhering to XXO the Florida Building feel, Stocl Edge in OS, 8-4x6-8, Evaluated for use in - 3922 oodFoclram .w/SL, locations adhering to XXO the Florida Building Next l.. • 9 1 -1 .• . - - --- I