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119 Golfside Cir
i t IV57 Permit #: 0 Job Address: ` A7 Description of Work: RE Historic District: PLEASE CALL NAN @ 407-468-1010 WHEN READY.—THANKS CITY OF SANFORD PERMIT APPLICATION 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 Numbing/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 #: d '-T'-Sln_3- 0000-. O ZO Owners Name & Address: q /) � 'q, � .n l •n n (Attach Proof of Ownership & Legal Description) I Cz U)0ITJ/61(.k� Li//°C, r—(> Phone: 77J ( c9Lle' d /V Contractor Name& Address: LOWE' S Peter Anothy CafaroI I I 4948 Tell son Place . ORLANDO, FL 32822 Stetet.icenseNtetnber: CGC 1508417 Phone &Fax: 407-467-2643/407-327-0910 Contact Person: MINDY HOLMES Phone:407 468-1011 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. 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. 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 will notify the owner of the property of -the requirements FI da Lien F 713 j Signature of Owner/Agent Date Signature of Contractor/pt', Date Q LIN M LINKS Print Owner/Agent's Name Prin o tractodAgent's Name I Al Al. fix- Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Contractor/Agent is Produced 1D Produced ID APPLICATION APPROVED BY: Bldg: Zoning. Utilities: _ (Initial & te) (Initial & Date) .Special Conditions: ��_• �.N 16. 2� Fs • . �N 0 — r yYA' tdR(31 �g8 • Cr - C:) — i . �j� . CJ v Fje e. 167 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www. scpafl.org/web/re_web. sem inole_county_title?parcel=0420305130000... 6/14/2007 DAVIDJo[i 5dA,:.CFA, ASIA PROPERTY APP .. RSER rs E371 N 8L E CO U 7Y 7' Y.:1= t _. 1,1'01 E.F`1Ei5t5T SAHF MD2 F.L:'322771-14M 407-W5-'7508 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 04-20-30-513-0000-0280 Number of Buildings: 1 Owner: CASEY SEAN C Depreciated Bldg Value: $212,168 Mailing Address: 119 GOLFSIDE CIR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $45,000 Property Address: 119 GOLFSIDE CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: MAYFAIR CLUB PH 1 ,lust/Market Value: $257,168 Tax District: S1-SANFORD Assessed Value (SOH): $125,856 Exemptions: 00 -HOMESTEAD (2000) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $100,856 Tax Estimator 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $4,018 Deed Date Book Page Amount Vacllmp Qualified 2006 Tax Bill Amount: $1,925 SPECIAL 10/1999 03752 0379 $108,800 Improved Yes Save Our Hordes (SON) Savings: $2,093 WARRANTY DEED 2006 Taxable Value: $97,786 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS Plck... Method Units Price Value LOT 28 MAYFAIR CLUB PH 1 PB 53 PGS 7 & LOT 0 0 1.000 45,000.00 $45,000 8 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New 1 SINGLE 1999 9 1,120 2,583 2,142 CB/STUCCO $212,168 $219,863 FAMILY FINISH Appendage I Sqft OPEN PORCH FINISHED / 21 Appendage I Sqft GARAGE FINISHED/ 420 Appendage I Sqft UPPER STORY FINISHED 11022 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits 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/web/re_web. sem inole_county_title?parcel=0420305130000... 6/14/2007 11657-casey, sean-6-14-07 (1728x2796x2 tiff) [4] -4069 T65T-INS—TIALLED SALES LES P 4/4 This is a contract between Lowe's (as defined I the Terms and Gpnditiot*) (IAWW),and the APOVG-I-frisd bu9tor4dr for the inst0littion of goods *Ihei ir,uo.tQ"r,s r7. RTATF ZIP - ------- F� Lovftw to arrange iwNmai tnatanatiort of the fowovift d"r*W. Piehun.o U.Vlft 'Sl* For virvirranty:10 be*vzIId:- Aem.Nurrter RHXL LH LJ CUSURvier MiuM,flnwh frame Doo(!�) Siva. t"11 32-xA0 anal - aiti alk (6)- eldei of door immediately (vMffln 5 days) 14H ri LH n- # .13000).J;ize EE36Z8o--_CLApx00 [30#wr,,9tIm Ctistomev Initials Delbkhy,64'Doot No (20 6C l/ 14' ,H604 Way 01 ftrry,6ebks, 7r404 1ri;6i6ll6ti6ri: Y. No 466k,00WIMMon kmItHko 'the fbikrdne- Oi 6rA,,01"Oh "W'"1,rg it i -maw • opm€ Mmqi�" qr Gusto r Provided caskjo. varw I ., "Ill, .. - ... . �. .14... . 0- t.. ; � il I*664040wirig: naWW4qn does not iftdude -Reframing or afterations to existing structure or carpentry work regUffstructureing from old or darn;gi -My reinstMation of Burglar Alarms *Any paiptiryq of9staintrtg or Ilkni#" of• new door, unit . or Setxlrity Door' of vinyl or aluminum Covering on exterior molding �16&tadMlmb6WlthIhieimption of 66r6lar Abrmsan.*.n §i.�Yo!ne.it646ti'iidck p.q. irijiie. additfonaf tcaf]oiis Work 0h NA Add&bnsi SpbeAlleaffbas; The Envirtinmwftl LOWWS naufy InewhMon custorrm" OW a Wed I pirk.wfo.1978.9666ii—ii- '&A*0449:oio ph wom to to 6bownenoww-ion nmo 6#1 k) has: reqLumted than , Is In dwellings bulft 7 1 [fall In daft]. Imp 11t Otte NIDIMM TO CUS110114MIR . ..... a~ under conditions agrood upon at time of. purchase and at the price atppvW`tfV *A fiscM fts.rm flsW In this and s -C W_ Ib shv*110) am. to irar :,conubdftrft SUPWOMIMOe and ooft%ft of mitt�s. IEx�Laticr or material incident to Installation necessitated bar. defective 4=====:P_Wft of zftsclunwA or IM wjdvft of Wtvee or akAkmoss to be billed at extra cost to customer. WM.p• rsieNTMS CONTRACT URInL'OONWLE'W- ANDY` OHAV.C:.#;F-AK)THETEAL41S• ANDOONOMONS COWAl."O.ONTHE . i0DMTAAa*-, Ofsw vdww-*,Y� Allk A - *d*L THAT A N EMNGT A YOU 'HAVIEREAD.1 DM NTfllfp, TO A COPY OF THIS COMTRACT A-rTM TWE.OF MIGNATUM ;$EAL(ISI), ISEL07W THIS DAY OF (Soap ESS. (S") (Seal) =171:7AMM 0 1 M FI&M ,0 # VIV [fall In daft]. Imp 11t Otte NIDIMM TO CUS110114MIR . ..... a~ under conditions agrood upon at time of. purchase and at the price atppvW`tfV *A fiscM fts.rm flsW In this and s -C W_ Ib shv*110) am. to irar :,conubdftrft SUPWOMIMOe and ooft%ft of mitt�s. IEx�Laticr or material incident to Installation necessitated bar. defective 4=====:P_Wft of zftsclunwA or IM wjdvft of Wtvee or akAkmoss to be billed at extra cost to customer. WM.p• rsieNTMS CONTRACT URInL'OONWLE'W- ANDY` OHAV.C:.#;F-AK)THETEAL41S• ANDOONOMONS COWAl."O.ONTHE . i0DMTAAa*-, Ofsw vdww-*,Y� Allk A - *d*L THAT A N EMNGT A YOU 'HAVIEREAD.1 DM NTfllfp, TO A COPY OF THIS COMTRACT A-rTM TWE.OF MIGNATUM ;$EAL(ISI), ISEL07W THIS DAY OF (Soap ESS. (S") (Seal) 4948 Tellson PL Orlando, Florida 32812 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date:ks'-Lo To: Building Department From: Peter Anthony Cafaro III I hereby name and appoint Nan Holmes, Mindy Holmes, Raymond Holmes and Jackie Caines, a permit service for Lowe's, to be my lawful attorney in fact to act for me and apply to for a%� permit for work to be performed at a location descrid as: (Address of Job) (Owner of Property) And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthon Area Install Primary State CGC 1508417 CCC 1326824 State of Florida County of Orange The forgoing instrument was acknowledged before me as Peter Anthony Cafaro III, who is personally known to me and who did not take an oath. Sworn to and subscribed before me this_jf pday of--�L-12007. °��`Y•° Notary Public State of Florida _ Elizabeth A Ronco = My Commission DD633831 Expires 0112812011 No.public My commission expires 11657-casey, sean-6-14-07 (1728x219Ox2 tiff) 2007-06-14 07:28 407-430-4069 1657 -INSTALLED SALES P 1/4 SSZR135A LOWE'S HOME CENTERS, INC. SAF 1.657 WAGE: 1 DATE: 06/14/07 3780 ORLANDO DRIVE SANFORD FL ORDERED FOR: SEAN CASEY PHONE: (407)430-4060 ADDRESS: 119 GOLFSIDE CIR. S4NIFORD FL 32773 PHONE: (407)302-8907 VENDOR NAME: CONTACT: ADDRESS: ATT PHONE: (352)483-2194 DELAND FL 32720 FAX: (352) 483-2567. PROJECT: 205129201 PERMIT LOWES P0: 39970424 LOWES INVOICE: 71581 ASSOCIATE: FAW PAZIEN$A EST DELIVERY: 06/13/07 AR Nt3MBER: QTY ITEM ITEM DESCRIPTION BIN VEND_PART# COST EXT -COST ----------------------------------------------------------------------------•---- 1 147142 PERMIT PERMIT 100.00 100.00 FREIGHT $ 0.00 TOTAL $ 100.00 MIAMMADE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DMSION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buldingcodeonline.com Jeld-Wen, Inc. 3737 Lakeport Blvd. Klamath Falls, OR 97601 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 (AHn. 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 4500 Aluminum Sliding Glass Door APPROVAL DOCUMENT: Drawing No. JELD0036, titled "4500 Series Sliding Glass Door", sheets 1 through 8 of 8, dated 07/21/06 with revision A dated 10/17/06, prepared by PTC, LLC, signed and sealed by Luis R. Lomas, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name: Jeld-Wen, Inc. 355 Center Court, Venice, FL 34285 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 displayer) 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 and renews NOA # 01-0926.01 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. "__yl NOA No: 06-1012.01 Expiration Date: November 5, 2007 - Approval Date: November 9, 2006 Page 1 Jeld-Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No JELD0036, Sheets 1 through 7 of 7, titled "4500 Series Sliding Glass Door", dated 07/21/06 with revision A dated 10/11/06, prepared by PTC, LLC, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per 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 an aluminum sliding glass door, prepared by National Certified Testing Laboratories, Test Report No. NCTL- 210-1925-1,2,3(S)(F) (HD- reinforcement), dated 04-15-97, NCTL-210-1946-11, 12,13(S)(F) (MD- reinforcement), dated 06-23-97 NCTL-210-1946-14,15,16(S)(F) (LD -reinforcement), dated 06-23-97, signed and sealed by Barry Portnoy, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by PTC, LLC, dated 5/23/06 and revised on 10/17/06, signed and sealed by Luis R. Lomas, P.E. Complies with ASTM E1300-98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and of no financial interest, dated October 11, 2006, signed and sealed by Luis R. Lomas, P.E. 2. Laboratory confirmation of test contract letter by National Certified Testing Laboratories, signed by Christopher Bennett, Division Manager. G. OTHER 1. Notice of Acceptance No. 01-0926.01, issued to Seasonshield, Inc. for their Series 4500 Aluminum Sliding Glass Door, approved on 11/29/01 and expiring on 11/05/06. Manuel Per Product Control xRo r NOA No: 0l Expiration Date: November 5, 2007 Approval Date: November 9, 2006 E-1 MAX I -- PANE_ HEIGHT 4,6 95 1/16" i 1AAX :'COR MAX AEICH1 D.L.O. 96 HEIGHT 91" - _'.. i I I ---- MAX DOOR WIDTH 146 3/4" MAX ACTIVE PANE:_ MAX FIXED PANFI MAX ACTIVE PANEL WIDTH 49 3/16" WIDTH 49 9/16 9 3 " WIDTH 4/16" MAX DLO _ �r 1 MAX D_0 MAX DLO WIDTH 45" WIDTH 45" W'ID-H 45" F B B� 0/00 All ;/--�,l r 2D2 �J l 1 X X T 40" IMPA:CI PROTECTION. Ile' U LG" EXTERIOR ELEVAIICN NOT= - 1) THE PRODUCT SHOWN HEREIN IS DES-GNED ANJ MANUFACTURED TO CUVP_Y WITH THE 200 FLORIDA BUiLD!NG CODE, INCLUDING THE HVHZ 2) 2X FRAME, MASONRY OPENING & iX DUCK TC 8E DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. 2X FRAME, MASONRY OPENING & 1X BUCK IS THE R_SON'S131Lh OF THE .A,RCi'!'PECT OR ENGINEER OF RECORD. 3) AP?RG1/ELl IMPACT PROTEC-VE SYSIEM IS R-QJIRED ON THiS PRODUCT IN AREAS REQUIRING _fAB:.E OF CONT.NTS SHEET # pESCRIPTICN ' ELEVA.T.'ON �. ANCHORING 3 VFRTICA'_ INSLALLATION DETAILS _ 4 !HORIZONTAL & VERTICAL INSTALLATION�)>Lfr�iLS 5 6 ' HOP,IZON'fAL INSTAILATION DETAILS OF MATER ALS Fr GLAZING .._DETAIL_� 8 COMPONENTS DESIGN PRESSURE RATINGS -PSF (PANELS WffH 3l16" TEMPERED GLASS) SILL h: EIGHT 1 1/8" WITH SILL HEIGHT WfIH l" SIA. HEIGHT WITH 3" PANEL SIZES ARE NOMINAL NO SILL S Lt. RISER PANEL DOOR LIGHT REINFORCEMENT MEDIUM REINFORCEMENT HEAVY REINFORCEMENT WIDTH HEIGHT M. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) W. 30.0 60,6 55.0 111.2 70.0 137.4 36" 72" 30.0 53.3 55.0 97.8 70.0 115.8 42" (6) 30.0 48.4 55.0 88,7 70.0 104.9 48" 30.0 45.0 55.0 82.5 70.0 97.5 30" 30.0 53.2 55.0 97.5 70.0 115.2 38" 80" 30.0 48.5 55.0 85.2 70.0 700.8 42" (5) 317.0 41.6 55.0 78.7 70.0 90.7 48" 30.0 38.8 55.0 70J 70.0 83.8 - 30" 42.7 55.0 78.2 70.0 92.4 36" 38.8 65.0 87.7 70.0 B0.0 42" Li 32.9 55.0 80.370.0 71.3 (T) 30.0 55.0 55.0 65.0 65.0 _fAB:.E OF CONT.NTS SHEET # pESCRIPTICN ' ELEVA.T.'ON �. ANCHORING 3 VFRTICA'_ INSLALLATION DETAILS _ 4 !HORIZONTAL & VERTICAL INSTALLATION�)>Lfr�iLS 5 6 ' HOP,IZON'fAL INSTAILATION DETAILS OF MATER ALS Fr GLAZING .._DETAIL_� 8 COMPONENTS SILL h: EIGHT 1 1/8" WITH SILL HEIGHT WfIH l" SIA. HEIGHT WITH 3" NO SILL S Lt. RISER SILL RISER RISER ( ) NUMBER Cf PAIR CF ANCHORS IN JAMBS IN PARENTHESIS _fAB:.E OF CONT.NTS SHEET # pESCRIPTICN ' ELEVA.T.'ON �. ANCHORING 3 VFRTICA'_ INSLALLATION DETAILS _ 4 !HORIZONTAL & VERTICAL INSTALLATION�)>Lfr�iLS 5 6 ' HOP,IZON'fAL INSTAILATION DETAILS OF MATER ALS Fr GLAZING .._DETAIL_� 8 COMPONENTS 6" MAX. : ROM CORN=RS T P - �— 3" 6" MAX i -ROV CO4NERS TYP _.._... 14.501" O.C. V.AX. l "P INSTALLATION ANCr-OR IYP (2) PER I.00A.TION EXTERIOR ANCHOR E_ \V,JION F �E1 4,6 4,F 4,6 \$J � � G 9 0 x 0 o X x XO SHOWN OXX CONFIGURATION OX CONFIGURATION A.SO APPROVED F E t�4,6/ r r o E 4, X X 0 - X 0 XX CO\FIGUP,ATION 0X0 CONI-IGURA.-ION NSTALA ION NOIE'S: I. SKIM AS REOLIRED A- EACH SET OF INSTALLATICN ANC -ORS USING LGAC BEARING S-{IVS. MAXIMUM ALLOO)A.BLE SHIV STACK TO BE 1/4". USE SHIMS 'WHERE SPACE GREATER. THAN 1/16" IS PRESENT. 2. TWO (2) ANCHORS ARE REOU:RED .AT EAC -i ANCHOR LOCATION SHOWN. ! Roberto Lomas 3. SEE lJJCHGR ELEVATION FOR LOCATION OF ANCHORS P.E. No. 62514 4. I::\SAN ON 1X BUCK TO MASONRY, US 3/16° DIAMETER TAPCON OF SUFFCIENT LENGTH TO ACHIEVE A. 1 -/4" VINIMUTA EMBEDMEN-. y�yy9 5. INSTALLATION ON 2X FRAMING, USE. #12 SHEET 'ME`AL le�>fo SCREWS OF SUFFICIENT LEPJGTH `0 ACHIEVE A 1 1/2° t-rc. LEc VINIMUM FMBEDMEN I . IKu1 -ace vaa. rs w oe o o ea 1535 C (1 / ogsw e!l Street, Site C2S ARockl-q., Flcr:da 32955 5Y'�1 REVISICN DATC BY �.F C—ifl,— of Autronxati- NC. 25935 m n.';'Atte g urifb ikt'F03" htwititf:g c'a& - -_ _ ''ELD—WEN 355 CENTER COURT - VENICE, FLORIDA 34285 TILE, 4500 SERIES SIDING GLASS DOOR ANCHORING AND NOTES ®nrnaet BB 7/21 /06 "Ilipaw0 . N0: ®� NTS „FLD003E vrc, us sNe F.... 321.M.17N - x l21.63U. Ntl9 Ntv. A 2 OF 8 SHIM #12 WOOD/INSTALLATION' ANCHOR � 2X WOOD FgAMF SHEATHING / PY OTHERS BY OTHERS % EX?ERIOR FINIS BY OTHERS \ / 1 1/2" MIN. III EME ME..NT / f i, 4" MAX. PERIMETER CAULK—'1J r 1 U._RJ SHIM SPAC= BY OTHERS SECTION B IN WOOD FRAME GLAZING DETAIL A (SEE SIIE7T 7) 1" LONG WEEPHOLE _ 2.3 ' (1) @ EACH FND� C61 SET FRAME SILL IN BFD— Ri ' OF CAULK OR CONCRETE PERIMETER CAULK 12 BY OTHERS 1 2 CONCREIE OR MASONRY i Q 2 2RIS BY OTHERS 1 +55 1 1/4" MIN. V EMBEDMENT \— � 3/ 1 6" DIA, TAPPER INSTALLATION ANCHOR 2 1/4" MIN. 1/2" SEPARATICN EDGE :tIST.ANCF �'�� SECTION C FT 2 '/4" MIN. EDGE DISTANCE /2" MIN. SEPARATION 3/16" DIA. TAPPER. ----CAULK BFTWEEN 'i X WOOC BUCK INSTALLATION 111 & CONCRETE/ MASONRY BY OTHERS ANCHOR 1� 'X WOOD SUCK BY OTHERS CCNCRETE/ MASONRY— BY OTHERS FXTER!OR FINISH ~ S BY OTHERS PERIMCTER CAULK BY CINERS I" LONG WE_PHOL- C (1) 0 EACH END\ SET FRAME SILL IN BED--- ' Q OF CAUi.K OR CONCRETE PERIMETER CAULK---- C BY OTHERS �. PTC, ILC CONCRETE OR MASONRY—" BY OTHERS Fwido 37955 1 1/4" M'N. FMBEDM-NT I �1 F f 2 1/4" MIN. _ EDGE DISTANCF REVS! 01, LJ 1 1 1/4" MIN. Cf �� EMBEDMENT 1/4" MAX. u� (rrl S:IIM SH'M SPACE —1 1 I � SECTIO INCO;NCRE'IE _ 1 1 1 3" SILL_ RISER +70 PSF p G 'Z7 t —3/16" D:A. TAPPER KSTAI_:A.TiON ANCHOR —+t+ ----►;L 1 `/2" SEPARAII0N ',CCTIOti, A =��nJ L. Robot -to Lomas E. N0. 62514 i11,' PTC, ILC ,535 Cogswell Street, Suite C25 Rerkledoe. Fwido 37955 FBFE Cxr',iticvle d Auth1l21tbn Na 255 JELD—WEN 1RT - VEN CE. FLORIDA vv, uc �h�,ie .R".630.')&1 Fea lit 690.1 Itl9 7/21/06 A 1 _3OFB 1/2" MIN. EMBEDMENIT 2X WOOD FRAM -7 F• - 1/4" .VAX. SH& SPACE BY OTHERS 26 2 WOOL -- II ; INSTALLATIONN aNCH:HOR I, i/AP III II I i l I I 11 SHltid-- PI�J��� SHEATHING BY OTHERS (D3 EXTERIOR PERAAETER CA.'JLK BY OTHERS DY OITIERS 5Q T'ON_, IN VVIDOD FRAME GLAZING DETAIL A (SFE SHEET 7) "LONG WEEPHOLE-� (;) EACH END (23 6� �C1 q SET FRAME SILL IN BED— G'F CA I K OR CONCRETE PERIMETER CAULK -� \ 12 6Y OTHERS CONCRETE OR MASONRY-- -� BY OTIIERS \ I. NO SILL NR!SFR +30 PSF 1 1/4" MIN. r V EMBEDMENT (1 Q I 3/10" DIA. TAPPER 2_ INSTALLATICN ANCI-'O,j 411 N. EDGE_ DISTAN.,E 1 1/2" SEPARATION AM: M1 5 IC SECTIONI� " SYU RFVISICN 1/4" MAX. SHIM SPACE --��._ - 1 1/4" MIN. EMOEDMENT CONCRETE/ MASONRY X WOOD DECK- /� B By OTHERS y OTHERS ,�— CAULt< BETWEEN MASONRY eif 1X WOOD BJCK BY OTHERS \, I / 3/ 6" DIP,. TAF'GER \ `- �{i �INSTALLATION ANCHOR 1 1/2" .MIN. SEGARAT ON \-- -SHIM 2 1/4" MIN. ql, EDGE DISLANCE PLRIMETER CAULK -EXTERIOR FIN'S t BY OTHERS BY OTHERS �ECTIO'N F IN CONCRETE L. Rcberto Lomas E. No. 62514 ra/ry/�G PTC. LLC 535 Cug—l- Street, Suite C2b Rockl-ge, �Iorida 32955 C C-d:Flccts ui Alt.-II21,iol NO. 259 Rr> �: t+uSylq^ 3 erSab the ViW,'k!a Fb�A.9 /�PLd k M.Ip9a `�,ti, 07i9:c ksik4txR A,9 M/.• .Roti JELF) —'uVEi4 RT t,A-LAIION DETAII-S BB 7/21/06 ovrc. o: P\ITS �EL.D003f A sHEEi:4 OF 8 3/S6" DIA. TAPPER J 1 1 NSTALLATION ANCHORS (4) SEC 110N ---Q ! MEDIUM REINFORC9,IENT 3/16" DW TAPP_P 1 (18 INSTAI LATON ANCHORS (4) —� SECTION G S'=CTIGN 1 HEAVY REINFORCEMENT 2 15 3/16" DIA. TAPPER 114STALLATIO.N ANCHORS (4) SECTION G LIGHT REINFORCEMENT 5-EUI0N H •� mss, a� iJ9 ✓«AriSdm L. Roberto Lomas J` LD—WEN E. No. 62514 355 CENTCR COURT — VENICE, F''-CR!DA 34285 TITS: 450C SERIES SLIDING GLASS DOOR / HORIZOC''A:- INSTALLA110N DETALS �� IT �� PBEPM"9 Dv: g 7/21/C Pro, LLC PER I LM MM 10/!5/. � +GRIP; T p: la/TE ea 1535 C.gdgeh_uea S2 C25 c, uc N•S JELC00, S;'M FFV!SIQN CAS 8, Ftocv. edge, Florna 329 �.5 Ev: SHEET: IVE C.'j"_ o: A,;liVnnti- Na. 2593.5 I' -,one 321.C9o_I78e x 321.1-1189 A 5 OF 8 i CONCRETE/ MASONRY B" OTHERS CAULK BETWEEN MASONRY d 1X WOOD BUCK BY OTHERS 3/16" DIA. TAPPER ---�, INSTALLATION ANC -10R \ 1 1/2" M:N. SE=IARATION I + ►} - 1 1 /L° MIN. E:VBEDMENT 1/4" MAX. SHIM SPACE y 1X MOOD BUCK BY OTHERS ` f> I- 2 I/4" MIN. SHIA— EDGE D STANCE - - t "-PER'MEIER CALK BY OTHERS EXTERIOR FIN;SH- BY OTIIE,RS SECTI.ON_E IN CONCRETE 1 1/2" MIN. _ F.MBFDMENT 1//-" VAX. S °M SPACE SHIM 1l (I5) �4) 24) \� I 7 PERIMU-R CAUI.K BY OTHERS SECTION F IN 2X N'OOD FRAME 2X WOOD FRAME BY OTHERS #12 WOOD INS T ALL.ATICN ANCHOR SHEATHING BY OTHERS EXTERIOR FINISH BY OFHERS PY`�e F><s�md d L. Rcberto Lornas JELD-WEN F.E. '4a. 625i,4 �•� 355 CENTER CC�1RT - VEN'CE, FLORIDA 34285 11TLE: 4500 SERIES SIAUNC GLASS DOOR HORIZONTAL NSTALLA70N DETAILS MEPAkED BY: DPW PTCs LLC ® `CAL CVr'C. Na: 10/n/a Be '.533 Cogswell .greet, Sohn C25 NTS JELD�OO6 Rock:edge, Florida 32935 er' tk NEV : SHUT: RE!SIQN caF By FBPE Ccmr at, of Amhnn.otl,o NO. 29935 Ph... 521.690.1)88 Fa. 321 M 7e9 A. 6 O MATERIALS/PARTS I... S.7 - KEY PART NO. QTY. CESCRIPTiON REMARKS 1 SGD2MH 1 FRAME. HEAD 6063- 6 2 SGD2TEM 1 FRAME SILL FRAME JAMB 606.5--T6 3 SCO2MJ 2 6063-T6 4 SGD'_ST ASDINT AS READ. LOCK STI -E H.D. INTERLOCK 6063-16 5 AS REOD. 6063-T6 6 SGDBRF 7 i SGDBRM AS REOD. AS READ. PANFI. SOT -OV RAIL (FIXED) 6063--T6 6063-T6 PANEL 30TTOV RAIZ_ (AC'IVE) 8 SGDT�R AS REOO. TCP RAIL 6063-T6 9 ASDASF AS READ. FEMALE ASTRAGAL MALE ASTRAGA'•_ 6063-76 10 ASDASM AS REQD. 6063-76 1 12 0'257 0' 053 AS REOD. TCP RAIL WEATHER SEAL PN SEAL PILF VINYL AS READ. BOTTOM RAI- WEATHER SEAL 13 SGDFPC AS REOD, OUT --R FIXED PANE'- BRACKET 6063-76 14 SCRICS AS REOD. #10 X 3/4' ASSEMB_Y SCREW 15 0"052 AS READ. GIAZING 9EAD P.V.C' 16 00009 AS REOD. X 2" X 1/8" TUBE FEMALE 'N'TERLOCK REINFORCEMEN S7 EEL 17 00003 AS READ. '/2" X 1 1/4" 3AR MA_E INTER'_OCK 137N70RCE'MENT STEEL 18 DOC'' AS READ. 3/4" X 15/,6" BAR MALE ASTRAGAL REAFORCEMENT j ST=EL 19 COD 10 AS READ. 3/4" X 3/4" X 11/8" -'JOE BOTTOM RAIL REINFURCEMENI STEEL 20 SGC20AV AS RFQD. 2" SILL RISER 6063-T6 21 V-21 AS READ. WEATHER SEAL BU' -B VINYL ` 22 SGOPPI - AS REQC. CLAW T"PE LOCK ;DNS 1400 CR EQUAL 23 SGDWHL AS READ. OPERATING °ANEL ROLLER ASSEMBLY 24 SGD�PE AS REOD. LOCK ASSEMBLY 25 SGDFPC AS REOD. 1/2 X 1" X 1/16" ANGLE ALUMINJM #6 X 3/4" SMS ( 1 PLR LEG) 26 N/A AS REQC. 27 01595 AS READ. 3/16" TEMPERED GLASS 3" SILL RISER 6063-T6 28 SGD30AV, AS REOD. REV. SIGN 3/16'-ILMPEREC GLASS -1 h-- 7/16" CLASS 31TE L. Roberto Lo'nas P.E. No. 62514 PTC, LC 1535 Cogswal Street. Su:te C25 'uk!ecga. FtOdO 32955 �! C,O is to 0 Aullwrizat'wn N0. 259 DETAIL A r -arTarrr�ceC S u JELD-WEN 355 CcNT=R COURT - VENICE, F" OHIDA 34285 TLE: 4500 SERIES SLIDING GLASS DOCK BILL OF MATERIALS & G_AZING DETAIL PREPARFn- 9B ; 7/21/06 cA_e NTS —u JELCC03E P't• i4. R V: SHEE' rr�.n as is9o.oee ra. �ztavo.:veu A 7 OF 8 MAIN FRAME I --AD C, T'fz'. WALL --'.CKNESS 0.058 MAIN FRAME S -LL TYP. WALL THICKNESS 9.062 I - --- 4.' 24 —625 1.000 1 .1 25 04 LOCK STILE YP. WAL T-JICKNESS D.C60 1.9,41 IF— 040 I L-1 H,D. INTERLOCK IYP- WALL THICKNESS 0.062 OUTER FIXED PANEL BRACKI-T (LID, TYP, WALL THICKNESS 0.250 0.250 1,250 0.250 0.875 —7 0 FIXFF) BOTTOM RAIL (---, MOVING BCFl0M RAIL 6 7 TYP. WALL T�- CKNESS 0 062 1 WALL THICKNESS 0.067 2.438 's 438 F-7 L-/--8 0 0 FEMALE ASTRAGAL MALE AS-RAGAI- TYP. 'HALL TI TYP, WALL THICKNESS 0.062 IICKNESS C.060 2.-578 2.437 3" SIL- RISER TYP. WALL 'HCKNESS 0.060 3,045 0.495 --- EC. REIPS134 MA:N FRAME JAMB TvP. WALL T-41Cr<P,JESS O.C58 0 87 90TTOM RAIL REINFORCEMENT FYP. WALL T;IICKN-= 0.125 (ACTIVE PANEL) -F-- -, - 0,750 i O-OP PAIL (ACTIVE) �6) -EMALE ASTRAGAL REINFORCEMENT TYP WALL THCKN--SS 0,062 TYP. WALL -IIICKN--SS 0.12-5 1.375 2,1100 1.000 0.89C l-5)HD INTERLOCK HEAVY RZINFORCIEVENT TYP. WALL-P:CKNESS NA 0.938 0.750 I T IT) INTERLCCK VEDIUM IREINFORC---MENT TYP. YYAL, -HICKNESS NA 1.250 0.500 Ez / =/ T-- L. Roberto ! -cmas P.=. No. 62514 'I -C/ LLC 1575 Cogswell 11-1, 1,it,, cl, Recklodge,- -lorido., 3295 2" SIL I. RISER TYD. WAL- THICKNESS 0.060 2.045 _._..._`I C -4q JELL -WEN 5B 7/21/C ' NTS �ELDQO� PICI LLC SHEET: 32, A 8 OF 8 i Florida, Building Code Online Page 1 of 3 VAN, WE BCIS Home { Log In Hot Topics Submit Surcharge Stats & Facts Publications ! FBC Staff B Product Approval USER: Public User Product. pprowN Mlpruj >Frame ict o_ ,1. ti, Search arc`s > ti;, oda <t* rx ?.;:*_ > Application Detail Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency FL7040 New 2004 Approved JELD-WEN 31725 Hwy 97 N. Chiloquin, OR 97624 (541) 783-2057 ext 231 stevestr@jeld-wen.com Steve Strawn stevestr@jeld-wen.com Steve Strawn 31725 Hwy 97 N. Chiloquin, OR 97624 (541) 783-2057 stevestr@jeld-wen.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers http://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgs47OPF... 4/22/2007 Florida Building Code Online Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Page 2 of 3 Standard AAMA/WDMA 101/I.S.2-97 ASTM E 1300-02 ASTM E 1886-97 ASTM E 1996-02 Method 1 Option A 06/22/2006 06/22/2006 06/29/2006 07/12/2006 _.. _ ....................... 'Summary of Products FL # Model, Number or Name Description 7040.1 4500 Series Aluminum Max Size 146x96. RequirE Sliding Glass Door without reinforcements. P installed in accordance wi installation instructions. C than 3/16" fully tempered Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL704,0,—RU__C_CA,C._45_�,( Approved for use outside HVHZ: Yes Installation Instruction .Impact Resistant: No FL7040_RO_II_450€3..Inst - - . Design Pressure: +15 /-15_006.._pdf Other: Verified By: American An Manufacturers Associatior 7040.2 JELD-WEN Premium Vinyl Max Size 183x120. ATI Re Atlantic Series 44. ATI Report 53464.01 - be installed in accordance installation instructions. N Glazing shall comply with Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL ,i_4(3_RCJ._C_C C_3 _OC Approved for use outside HVHZ: Yes 183x12Q-.pdf Impact Resistant: No Installation Instruction Design Pressure: +30 /-30 FL70.4f1_RO_II._38 0 SCE Other: Verified By: American An Manufacturers Associatior http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs470PF... 4/22/2007 Florida Building Code Online Page 3 of 3 7040.3 JELD-WEN Premium Vinyl Max Size 240x96. ATI Rel Atlantic Series Product must be installed attached installation instr HVHZ. Glazing shall camp 02 Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL70.40_RO C CAC_38Gi Approved for use outside HVHZ: Yes Z40x96.,.pdf Impact Resistant: No Installation Instruction Design Pressure: +40 /-40 . __ .____ FL7040R0I3800 SGC Other: Verified By: American An Manufacturers Associatior 7040.4 JELD-WEN Premium Vinyl Max Size 144x96. ATL Rei Atlantic Series Product must be installed attached installation instr HVHZ. Glazing shall comp 02 Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL70.40__.ROCCAC 38.0€ Approved for use outside HVHZ: Yes 144x9.6_.pdf Impact Resistant: Yes Installation Instruction Design Pressure: +65 /-70 FL.7t3.40___R01—3.8 0. SGC Other: Verified By: American An Manufacturers Associatior DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disd Product Approval Accepts: Fs -01 F c177� °, s��vas�ri:� YE R1FYr http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgs47OPF... 4/22/2007 F� JFI_<z's SIDE -HINGED FIBERGLASS DOOR UNIT (excluding Barrington) 6'-8" DOUBLE DOOR WITH/ WITHOUT SIDELITES GENERAL NOTES 1, EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED 2 THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS) 3 PLASTICS TESTING OF LAMINATE GLASS INTERLAYER CONFIRMED PER DADE NOA 03-0827.08 - 4 POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5, PLASTICS TESTING OF FIBERGLASS FACING: T11T 1111010-11C Il: AI6TI(1l.I RC l II T SELF IGNITION TEMP ASTM D1929 803 'F > 650 'F RATE OF BURNING ASTM D635 0.79 IN/MIN (C-1) SMOKE DENSITY ASTM 02843 48.9% TENSILE STRENGTH' ASTM D638 -7.3% DIFF L.UMYAKAIIVL ILN�ILL �I LN m --m YYLnlncl[Il 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET // DESCRIPTION 1 ITYPICAL ELEVATIONS & GENERAL NOTES 2 CROSS SECTIONS 3 ANCHORING LOCATIONS & DETAILS 4 ANCHORING LOCATIONS & DETAILS 5 ,UNIT COMPONENTS Aft dlmtowa C fkabwNo.* 005930 ReviewBd By. Date Revue SINGLE DOOR UNIT WITH SIDELITE 149" MAX. OVERALL FRAME WIDTH - 20.5" MAX 36.375" MAX. D.L.O. — PANEL WIDTH 37.5" MAX. W/ASTRAGAL FRAME WIDTH C D SINGLE DOOR UNIT WITH SIDELITE DOUBLE INSWING UNIT W/SIDELITES SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES j+ O N U Do Z �N LWcc LU LLJ U z�z OO 0 J af O = i§ U DATE: 217 1/05 SCALE: N. T. S. DwG. BY: SWS CNK, BY: DRAWING NO: OF 5 SE C E tXIk HIOR INT RI R �1 VERTICAL CROSS SECTION INACTIVE - / INSWING DOOR UNIT ' 3 20 17 14 35 a3 XT RI R 64 'ii`lili.• ••i 0 1 iY�Cil�7fl IOira�u 38 —' SEE NOTE #2 � HDRIZONTAL CRO © CTION HORIZONTAL CR055 SECTION p,W. ON PAGE 4 INSWING UNIT OD HINGE & SIDELITE FOR MIN. EMBEDMENT 0 10 0 26 18 E HDRIZONTAL SECTION MBB TO SIDELITE JABUCK SEf Ok EA INTERIOR EXTERIOR A VERTICALL CROSS SECTION lJ OUTSWING DOOR UNIT i"!��:��1 SE E EXTERIO INT RI R 0 VERTICAL CROSS SECTION `J INSWING SIDELITE ASTRAGAL RETAINER BOLTS (2) BOLTS TOTAL, (1) 19.75- L. /Y1 TOP & (1) 19.75- L. 0 BOTTOM SE E INTERIORE%TERIDR A V RTICAL CROSS SECTION �J OUTSWING SIDELITE �/,��• /ACTIIVE DATE: 211 1/05 SCALE: N. T. S. DWG. Br: SINS CHK. 6Y: DRAWING NO' DWG-MA-FLO120-05 SHEET 2 OF S INACTIVE - / SIDELITE ' 3 35 a3 XT RI R 64 iY�Cil�7fl IOira�u 13 42 icom Nil 00593 HDRIZONTAL CRO © CTION HORIZONTAL CR055 SECTION p,W. INSWING UNIT OD HINGE & SIDELITE �/,��• /ACTIIVE DATE: 211 1/05 SCALE: N. T. S. DWG. Br: SINS CHK. 6Y: DRAWING NO' DWG-MA-FLO120-05 SHEET 2 OF S 6" SEE DETAIL E.. 3....J �E 3� 3 3 % 3 SEE DETAIL "C" I 1 11 — II I 26 26 6" 6„ nP. — 26 6' 6" nP. 3 Ty 26 TYP 26 TYP A — _fQ1 SEE DETAIL D B TYP. —I " 6 26111--- nP. 0 nP nP. N - � C U aQ SEE DETAIL N ..D.. � 26 a nP TYP. SEE DETAIL w � N O N G I I 6" 6" SEE DETAIL E.. Ad�Mm m NNA RN0: _ N2 00 5 430 Date Ramos 14 25 25 6" n� �o Cc O N U z �N O W U ICE-'�z W zc) c) C) I U � ® ASTRAGAL RETAINER BOLT HOLE � m a � 25 9 MUST BE DRILLED THROUGH 14 7 Qj THE THRESHOLD & INTO THE DATE; 2/11/05 STRUCTURE DEEP ENOUGH SCALE: N.T.S. 7 DETAIL "E" ASTRAGAL FOR A 1.375" THROW DWG. BY: SWs DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT CHK. BY: DETAIL "D" STRIKE S SHOWPLATE N. FRAME DETAIL "F"' ASTRAGAL DRAWING NO.: DWG-MA-FL0120-05 SHEET .3 OF 5 SEE DETAIL "C" SHT. 3 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 0 U a SEE DETAIL "D" SHT. 3 J 7 0 w 0 � n— N I I I 26 O I I I I 6. I— TYR --II I I I 26 Trp. TLP 0 w — 26 — Q N Y s TLP. o — _ w w B (H _ � B 0 — 26 e I I I I I I I TYP. I I 1 9 Cfff GabDnW' Z D0543o fle ewedDr. SCALE: (�f, r, S, DWG. BY: SVJS CHK. BY: _0120 -US OF j ITEM DESCRIPTION MATERIAL 1 581 " 1 3 16 TAPCON ;n 2 REINFORCED FIBERGLASS DOOR FACING 0.075",THK. FIBERGLASSGo CO o n1.945., m 3 HEAD JAMB P 3116" x 4 9116") WOOD d N '} 4 HINGE JAMB 1 3 16" x 4 9 16„ WOOD O c N {_ 5 STRIKE JAMB 1 3 16 X 4 9 16" WOODU N 8 4" x 4" BUTT HINGE STEEL ¢ (n 7 '10 X 3/4" PFH WOOD SCREW HINGE TO DOOR STEEL L'i O LATCH STILE WOOD O DOOR BOTTOM RAIL }140`0 r O 8 DOOR LATCH SIDE STILE 1.581" W x 1.250"H LAM. LUMBER ¢ Q z 8 11 DOOR TOP RAIL 12 140 00 24 DOOR SWEEP 9 10 X 1 1/4" PFH WOOD SCREW STEEL LAMINATED LUMBER WOOD COMPOSITE 525" 10 BLANK JAMB (1-3/16" x 4-9/1 !. WOOD w 11 DOOR TOP RAIL 1.581° W x 1.97"H WOOD LLJ IW —j 1 581„ �— 13 WEATHERSRTIP 12 DOOR BOTTOM RAIL 1.581" W x .97 COMPOSITE z O F- _ 13 COMPRESSION VIEATHERSTRIP FOAM W O O �-- 4.5625" -{ J L _ n 14 #10 x 2" PFH WOOD SCREW STEEL ~ CL 15 LOCK BLOCK 1.581 W x 2.5" H WOOD O Q 00 N 1.375' 16 8 x 1 3 4" PFH WOOD SCREW STEEL Q U 17 POLYURETHANE FOAM CORE FOAM co I 18 2X BUCK BY OTHERS SOUTHERN PINE OR EQUAL) WOOD Z I 5.625' 19 X10 x 3 PFH WOOD SCREW STEEL. FINGER JOINTED PINE "�7 RAM E 20 SHIM MATERIAL .25 MAX. THK.) _ �N IS LOCK BLOCK 23 INSWING ADJUSTABLE THRESHOLD 21 KWIKSET 400 SERIES KNOB OR EQUAL - og 4N 3 4 5 .ALUMINUM 22 KWIKSET 970 SERIES DEADBOLT OR EQUAL -X .0 1a 23 INSWING ADJUSTABLE THRESHOLD .050" WALL ALUMINUM m z w 24 INSWING DOOR BOTTOM SWEEP PVC o w m o w 1 581 a 4 560" — I 1.581 " I — L'I (` + -1 1.581 " � 2g 8 x 2-1/2' P.FH WOOD SCREW STEEL o 0 — 26 #10 x 2 3/4" PFH WOOD SCREW STEEL ^ 0 27 DUTSWING THRESHOLD BUMPER ALUMINUM w 0 z m 28 DOW 832 SEALANT OR EQUAL GLASS FRAME SILICONE o w 0 0 29 DOOR LATCH SIDE STILE WOOD C2 30 DOOR HINGE SIDE STILE MDF a a <., 31 DOOR HINGE SIDE STILE 27 DUTSWING THRESHOLD O LATCH STILE ,31 HINGE STILE 32 GLASS FRAME SURROUND SPECIALTY 1" I.G. ALUMINUM vii Lo V))m ALUMINUM BUMPER 29 30 HINGE TILE FINGERJOINTED PINE 33 GLASS FRAME SURROUND SPECIALTY 1-1/4" I.G. ALUMINUM FINGERJOINTED PINE 34 GLASS FRAME SURROUND (ODL 1" I,G.) ALUMINUM 0.124" Temp. 35 10 x 1 -3 4" PFH SCREW STEEL Ln 0.124" Temp. NT 36 I, LAMINATED IMPACT GLASS GLASS C 0.124° Anneoled 37 1-1 4" LAMINATED IMPACT GLASS GLASS ° wL 0.090" SAFLEX IIIG 0. 124" Anneoled -� 38 SIDELITE STILE RAIL MDF a z o Decorative Insert v 0. 124 Annealed 1 0.090" SAFLEX IIIG 39 SIDELITE SPACER VINYL = N 40 PAK WIK SPACER - u � 0.124" Annealed �� a a 36 I" IMPACT GLASS EXT 41 10 x 3" PFH WOOD SCREW! STEEL O o p o TEMP PANE TO INT FOR #34; 37 1-1/4" IMPACT GLASS 42 MULLION 2-1 2 x 4-3 8 LAMINATED LUMBER LAM. LUMBER =mow v) INT OR EXT FOR #32 TEMP PANE TO INT OR EXT FOR #33 43 ASTRAGAL EXTRUDED ALUM. ULTIMATE BY ENDURA ALUMINUM z � 0 w 2 00 44 #6 x 1-1/2" PAN HEAD SCREW STEEL a a o- 2.00' 2.000" — 45 OUTSWING THRESHOLD HIGH EDAM o 0 � ) ALUMINUM CIO, 1 = ' V N Q 1 _ N N \ 1.581 Ln Lo 10 Dare: � ^ z ❑� H ' I 2/11/05 it 1 scue: N.T.S. $ - SIDELIT 3.25" --T 2' DWG. BY: SWS 1, 750 38 STILE/RAIL _� 1" GLASS FRAME 1-1/4" GLASS FRAME 1" GLASS FRAME 5.25" CHK. BY: 32 (SPECIALTY) 33 (SPECIALTY 34 ODL 43 ASTRAGAL 45 DUTSWING BUMPER FACE DDWC- -F ALUMINUM THRESHOLD DWG-MA-FlOt2D-OS SHEET 5 of 5 Florida Building Code Online Page 1 of etv A na,� t# y y£#¢^s' sxr�r�tafi'yh�€ro*¢ry : izisr lrv�„�i�a•°`a r ka,,,,., � #�.s'�1 iA ksY+�F�"Wal-ktli�«� " +, • .�.�t �'� z� ``.�wak` .a�. '�"�4n3 ��w=`Tw.�s..»�vw,�u�&:t..�;�.Y,'a.' �.z r, ;�4. 5 �t .� .., a. x ,`:: � i�, �.�+� `� � . s �. �'l., sR . 8.. ' w2 x -,:, , ;, 4`ws"���Iv�«.?m",:��;k?�3a•�.n'J.,:.`Y�w. � ... , P` "�.». �.� 4 i. *w�'' # 3�P�"�� t � �e„ak. BCIS Home Log In f Hot Topics Submit Surcharge Stats & Facts i Publications FBC Staff BCIS Site Map L 0���; Product Approval �,� �' '" USER: Public User Product Approval Menu > Prod_u_ct.or Application Search. > Applica_tionList. > Application Detail Product Manufacturer Address/Phone/Email LS�R Authorized Signature L,� w. Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency FL4334-R1 Revision 2004 Approved Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615)441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, Referenced Standard and Year (of Standard Standard) ASTM E1300 ASTM E1300 http://www.floridabuilding. org/pr/pr__app_dtl. aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGK% Year 2002 1998 4/21/20C $ IA� FL# ' Application Type H kt, WA&' Code Version ME WPM" �uILc,I �edos s Application Status Comments Archived Product Manufacturer Address/Phone/Email LS�R Authorized Signature L,� w. Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency FL4334-R1 Revision 2004 Approved Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615)441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, Referenced Standard and Year (of Standard Standard) ASTM E1300 ASTM E1300 http://www.floridabuilding. org/pr/pr__app_dtl. aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGK% Year 2002 1998 4/21/20C Florida Building Code Online TAS 201 TAS 202 TAS203 Equivalence of Product Standards Certified By Sections from the Code Section 2612 HVHZ PI Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ummary of Products Method 1 Option A 09/08/2005 10/16/2005 10/01/2005 10/19/2005 Page 2 of 5 1994 1994 1994 FL # Model, Number or Name IlDescription 4334.1 _--lI Fiberglass Side -hinged Door 6'-8" Opaque I/S and O/S Single Door Units -Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions ` Approved for use outside HVHZ: PTID_43.34__R1._I_68 Glazed_Installatii Impact Resistant: Design Pressure: +/- PTID 4334 R1 16.8 O.paqu_e_ Installa.t PTID 4334 R1 1 80 Glazed Installatii PTID 4334 R1 I 80 Opaque Installat Other: Evaluated for use in locations adhering Verified By: to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size Max DP = +/- 70.0 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO120-05 for additional information. 4334.2Fiberglass Side -hinged Door 8'-0" Opaque I/S and 0/S Single Door Units - Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions I Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- j Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure j requirements as determined by ASCE 7, j Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size http://www.floridabuilding.org/pr/pr _app dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFIwHGK%... 4/21/2006 E Florida Building Code Online Page 3 of I Max DP = +/- 70.0 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO121-05 for additional information. 4334.3 Fiberglass Side -hinged Door 8'-0" Opaque O/S Door w/ or w/o SidE Units - Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering j to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, I Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size Max DP = +55.0 / -50.5 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO121-05 for ( additional information. i Fiberglass Side -hinged Door 8'-0" Opaque I/S Door w/ or w/o Sidel 14334.4 Units - Impact Rated j Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size Max DP = +50.5 / -50.5 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO121-05 for additional information. i 4334.5 Fiberglass Side -hinged Door 6'-8" Opaque O/S Door w/ or w/o Side Units -Impact Rated Limits of Use (See Other) Certification Agency Certificate I Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, ?, http://www.floridabuilding.org/pr/pr app _dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFIwHGK%... 4/21/20C Florida Building Code Online Page 4 of 5 Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size Max DP = +55.0 / -50.5 When large missile impact resistance is required, hurricane protective system is NOT required. See j installation drawing DWG-MA-FLO120-05 for j additional information. 4334.6 Fiberglass Side -hinged Door 6'-8" Opaque I/S Door w/ or w/o Sidelit i Units - Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering I to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size Max DP = +50.5 / -50.5 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO120-05 for additional information. i 14334.7 Fiberglass Side -hinged Door IlSidelites 8'-0" Glazed I/S and O/S Door w/ or w/� Units - Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High I Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other I Structures, does not exceed the design j pressures listed. 12'-0" x 8'-0" max nominal size Max DP = +50.0 / -50.0 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO123-05 for additional information. i 4334.8 Fiberglass Side -hinged Door 6'-8" Glazed I/S and O/S Door w/ or w/i 7:11Units - Impact Rated Sidelites Limits of Use (See Other) Certification Agency Certificate i Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- http://www.floridabuilding.org/pr/pr app_ dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFIwHGK%... 4/21/2006 i i j Florida Building Code Online Page 5 of Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size j Max DP = +60.0 / -60.0 When large missile impact resistance is required, hurricane protective system is NOT required. See j installation drawing DWG-MA-FLO122-05 for additional information. B I Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: SON A P�IOx _D http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFIwHGK%... 4/21/200