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HomeMy WebLinkAboutSUBMITTED PAPERSPERMIT NUMBER: PLANNING & DEVELOPMENT SERVICES DEPARTMENT Ep 0 Virginia DING & CO REGULATIONS A ATIONS DIVISION SCANNED BY Fort Pierce, FL 34982 St. Lucie County (772) 462-1553 APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: ay tom; FoVk 2. PARCEL ID NUMBER: t=k S -7iD k- 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: �� r��a• f tt ,c ::J.r�.i.aw .. .... `�- dDD R. w i b4• 9 Ld L j-1 YIf S 4. TYPE OF STRUCTURE: SIR ✓ MOBILE HOME OTHER 5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION ^i. OGitIJ FLRe Cert#: Name: �« o Address: zCounty Cert #. City: State: L Business Name:--% Zip: Phone: PhoneNumber:��a-3��-��3a Windows, Swing Doors; Skylights, Fixed Glass !� Opening Design Pressure A.S.C.E - 7 Design Pressure Pr d c Manufacture X)EL6, i Model # c �ASert6Hr Method of Attachment # Florida Product Approval # r=r t o489 -RAF A &3, � to 9r -RL ,� to c eC c ro4s3- r sc,e�ws 120 mph P 30 mph P 40 mph P -7D g �� �• aea tt Windows & Skylights 'Exposure B -t- aNba'RSow 41 IV Y-S S�x�wS 1691 27 Exposure C Overhead Garage Doors < 30' - F.S.C. able 160 (I) + 1609.6 (2) R- Size C- Size T.. - VALUE OF CONSTRUCTION: $ 4i/ a 00 FEES DUE: RECEIPT: U ` o wNER,s AFFIDAVIT: I certify that all of the information contained in this application is co t and that all work will be done in compliance with all applicable laws regulating construction il: �\mot•<�;•-. PRINT QUALIFIERS/OWNERS NAME ' -STATE OF FLORIDA.,-COUNTY OF ACKNOWLEDGED BEFORE ME THIS i �-­-DAY OF F' 20 t 6 BY \) ;r 4\, - WHO IS PERSONALLY KNOWN TO ME R WHO HAS PRODUCED AS IDENTIFICATION. V i D_ m Y•� �4-\ SI OF NOTARY TYPE Ok PRINT NAME OF NOT KELLYJO KHAN TITLE: NOTARY PUBLIC COMMISSION NUMBER LiF -piW: Stye of fl0ndi j 5.2015" NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY �gd OF lbAen�r NW i lletirlr IML j µ f PLA--`ING & DEVELOPMENT SERVICEr +-;EPARTMENT ® BUILDING & CODE REGULATIONS"WISION • 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 '--� APPLICATION FOR STORM SHUTTER PERMIT DATE: 71 /cd / / PERMIT NUMBER: 1. LOCATION/SITE ADDRESS: "ask \ 2. PARCEL ID NUMBER: ty2S o o o —► o o c� s 3. DESCRIPTION OYPROJECT OR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SFR,�__ 5. OWNER INFORMATION Name: �� I Address: z- � ?z,',.....',r:% City:' For p`` L Y c e_ State:" Zip: �K Phone:' 5Y0 Type -of Surface attachment: Wood Frame_ ADDITION OTHER 6. CONTRACTOR`INFORMATION FL Reg/Cert #: County Cert #: C a�,C n 57a Q I Business Name:��,�� Concrete Masonry Other _. .. Ma*imum 'Opening Pressure per, = Product Compliance Method of Attachment rodnct A.S.C:E.=7 ` Report # As per Product Approval or Engineers T. ype .,, . .:. Analysis 120 mph. l 3. 0 mph 140 umpli 140 Exp. ,C FL N.O.A.. Other Anchor Type Anchor Spacing ovable Panels _ ff /II r1ther nialss SHALL BE LABELED FOR:JDETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. r ALL PRODUCTS wnn L wCT1►Nr uFemFNTfAL VTRUCTURES,ONBACK 7. VALUE OF CONSTRUCTION: $ OWNER'S AFFIDAVIT: I certify that all of the information contained in this compliance with all applicable laws regulating construction:and zoning. .PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER FEES DUE: and that all work will be done in STATE OF FLORIDA, COUNTY OF S k- L-,Z, e ACKNOWLEDGED BEFORE ME THIS %T4 - DAY OF �, 20�, BY, �l t \as s e v� WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED - AS IDENTIFICATION. VA. SIG OF NOTARY TYPE O PRINT NAME OF NOTARY SEKi1.LY JO MAHAN TITLE: NOTARY PUBLIC COMMISSION NUMBER boa 3 • . ►1d" Public - Sate of Florida • My Canm. Expin= Feb 5. 2015 2010 �? CNeml==lon EE 602li3 SLCPDSD Revised 96/17 �'' . :� nar fluavh NftW Ndw Asw. JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3616440 OR BOOK 331''" -AGE 148, Recorded 08/08/2011 at 12:42,pM A 44( AFIFn RFlY�RDIN �RRnmN 7p NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of commencement I 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAR FOLIO NUMBER: yaaS_ r Ol- oti» • 000-S SUBDIVISION BLOCK Q TRACT LOT__C.�LDG UNIT 2. GENERAL DESCRIPTION OFIMPROVEMENT. L.]:..a..,..a i 3.OWNER INFORMATION: a Namee,,.a.i_v._ b. Address p,-1 � ' ZNr .. - 5�- 344 y [. a mtereu in property d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Zr,. --b.. : _ L -_,.i • \ ,A.<� 1W C,—.-_3. G\- 9. 1, S4. G& -S-iaS3 -I �z. -3-1 fN - 9XIVIk 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Patinas within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7- Florida Statutes: j NAME, ADDRESS AND PHONE NUMBER 8. In addition to himself or herself, Owoer designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: I NAME, ADDRESS AND PHONE NUMBER i 9. Expitation date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is i specified) - 20_. l State of Florida Countyof Sy. L�...t. The foregoing instrument was acknowledged before me this QS day of-S %.l . 20 \1 ByF_s�.., F IR,..l\.. .as-1�..�. (Nam-'e of person) (Type of authority...e.g. Owner, offiar, trustee, attorney in fact) For (Name of parry on behalf of whom instrument was executed) Personally Known_ orrm o 'n o -� Mowy Fmil tt - tub a) tAot1U 111y Crw �M w 6. 15 (Printed ame of Notary Public) (Sign uce otary Public) Comm"" 1 /02M 11w�IT111t1j111111w�MrIryAOM. Under penalties of perjury, I declare that I have read the foregoing and that the facts it it belief (section 92525. Florida Statutes). aUwe(s) of Owner( r Ot (a)' Authorlted Olilcer/Dlrector/PBrtner/Mamger who signed above: By By R,.. wnormart I STATE Of FLORIDA - - ---- -. ----.- .. �__ ..- - --- - --.. &T--L-UGI_"_0 U NTY - ...... THIS ISTOCERTIFYTHATTHtSISA tRU^ ANOCORRECT COPY OFTHE ORIGINAL JQ.SlrP SIB"i T LER ®ate.: Y. Product Review Affidavit St Lucie County, Public Works Department Code Compliance Division The following products will be installed in the structure located at Building Permit # c f g tt Owners Name tuw`E Q�u.. Owner's Address .�i' Contractor A wRw� : ';k uyY, i,S e Contractor's Address c,{o:S-o >s u,>'. C, kfAm �T- Ab RY Sr Product *Product Rated Manufacturer Model Number Method of Attachment Design Pressures Windows * Fill in the rated wind design pressures listed by the manufacturer for each product listed 1st Choice - _ I D 3-j "Lo-Wr.J 22.66 �1O '` 12eR,6 .5 VVS -7 V S i4 ucu %YIUNb 1 st Choice Skylights Glass (other) s 5 — 5 �,.o -wtrl Cass M. wows $f ZCQ Y Glass Block Sliding Glass Doors 1 st Choice 2nd Choice (fupp-b,e, Swing Type Doors 1 st Choice . f-(� S% (t S' 49P-Sa rd 401) 'L 3 ' G kff VV 2nd Choice , eva ) Roofing Material Asphalt/Fiberglass Metal Other Shutters - Choice I have reviewed the above components and cladding, and have approved their use in the structure to -provide adequate resistance to the wind loads and forces- specifead by current code pr visions: Name:. P"4K'jr---Y K'oF_ II NktJ Signature Design Firm -G 13 a l NG Cert. No. Ravi.d G/IJA3 dm Florida Building Code Online `— Page 1 of 2 ity Affairs 'BCIS ome -f --Log-Iri j—User Registration !Hot Topics 1 8ubmitSurcharge .Stets & Facts Publications I FBC Staff_ .) BCIS. SIte,Map, t Links Search — - Product Approval _ - - -- - USER: Public User• - ' ' - - Product Approval Menu > Product or Aoolicat(on Search > Application List > Application Detail FL # FL11968 Application Type New Milk --Cod e Version----- -- — --2007 - ----- ® Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive - - Test Palm PeRch, FI 33407 (800)432-2204 Irodriguez@easternmetal.com - - - - - Authorized Signature Bill Feeley Irodrlguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Walter A. Tillit, Jr: developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr.. . R✓ Validation Checklist - Hardcopy Received Certificate of Independence FL11968 RO COI Certificate of Independence 08-0521 01 PDF Referenced Standard and Year (of Standard) Standard Year ASTM_8330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code hq://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf... 7/18/2011 riorlaa tjunamg uoae mime Page 2 of 2 1 Product Approval Method :Method 1 Option D Date Submitted 01/02/2009 Date Validated 01/09/2009 Date Pending FBC Approval 01/16/2009 Date Approved 02/03/2009 mammary=of-Products -- - i -- FL # IMlodel, Number or Name IDescription 11968.1 0.040" Bertha Aluminum Storm _ Deep)_Non-HVHZ- 7notbyP-anel-(2.25" tracks-to-provide_hurricane-protection.------Drawing-Number08-145 Corrugatedaluminumstorm panels retainjInc. — - -----------------------LimitsofUse _Installation..Instructions.Approved for use in HVHZ: No Approved for.use.outsid_e HVHZ: Yes FLf1968 RO II Drawing08-145.PDF Verified By:. American Test -Lab ofSouth-Impact Resistant: Yes Pressure: N/A Created by Independent Third Party: YesDesign Evaluation Reports Other: Large Missile. Max. span.is 12'-0" for +25, -25 FL11968 RO AE Product Evaluation Reoop:s>f.-and 0521.03.PDF 4''-0" for +125, -130 p.s.f. for sections 1, 3, 4, .. 6, 7, 8, 8A, 9 and 11. See sheet 10 of Installation Created b Independent Third Pa : Yes rawing number 08-145 for other spans and pressures. - - ` 11968:2 ](3-.050" Bertha Aluminum Storm Panel (2.25" Deep)- Non-HVHZ - Corrugated aluminum storm panels retained or not by tracks to provide hurricane protection. Drawing Number 08-141 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 RO II Drawing 08-141.PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inca Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: Large Missile. Max. span is 12'-11" for +30, -30 FL11968 RO AE Product Evaluation Reoort 08- 0521.01.PDF p.s.f. and 8'-2" for +75, -80 p.s.f. for mountings without "h" header. See sheet 5 of installation drawing number 08441 for other spans and pressures. Created by Independent Third Party: Yes 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not Storm Panel (2.25" Deep)- Non- by tracks to provide hurricane protection. HVHZ - Drawing Number 08-142 Limits of .Use Installation Instructions Approved for use in HVHZ: No FL11968 RO II Drawing 08-142.PDF -- -Approved for-use-outside-HVHZ: Yes - - Verified -By: -American Test Lab of -South -Florida Inc. - Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: Large Missile. Max. span is 9'-8" for +30, -40 FL11968 RO AE Product Evaluation Report 08- 0521.02.PDF p.s.f.. and 7'-2" for +70, -80 p.s.f. for panels mounted without "H" header. See sheet 4 of installation drawing number 08-142 for other spans and pressures. I Created by Independent Third Party: Yes ' Back F Next Department of Community Affairs Florida Building Code online _ _ Codes and Standards ... 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: ® R . {kriS[Da' swurA VIrAtOr iftlitR� 1 tlKflrtl► http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf... 7/18/2011 L, I ECO INC. TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. PRODUCT EVALUATION REPORT REPORT NO.: DATE: PRODUCT CATEGORY: 08-0521.03 May 21, 2008 Hurricane Shutters tiltew@aol.com FL P.E. License No. 44167 FL E.B. License No. 0006719 PRODUCT SUB -CATEGORY: . S�'form` P els` PRODUCT NAME: A0. 0-', Bergh 'a: tiininum Storm Panel (2.25" Deep) MANUFACTURER: Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to Eastern Metal Supply, Inc., manufacturer, based on Rule Chapter No. 9B- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2007 edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 08-145, titled "0.040" BERTHA ALUMINUM STORM PANEL (2.25" DEEP)", sheets 1, lA thru 15 of 15 prepared by Tilteco, Inc.; signed and sealed by Walter- A-. -T-ilht- Jr., P.E.; dated- 05/12/08. This drawing is an integral part of this Evaluation Report. 2.2. TEST REPORTS: - Y Large —missile - impaa load tests were performed under §.S-T 1 a99f ndard as per section 1609.1.2 of the Florida Building Code. Unifornm r�'oIiPtV 9.w per section 1714.5.3, per ASTM E-330. Test reports prepared by ri�a ' esti fSouth 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone:'(3U5j,87!=;;1(53.0 =`Fax: (305) 871-1531 PRODUCT EVALUATION REPORT NO. 08-0521.03 Florida, Report No. 1128.01-00, dated March 9, 2001, signed by Keith Harker, and signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E., and Report No. 0610,02-05, dated September 13, 2005, and signed and sealed by William R. Hehner, P.E. and Henry Hattem, P.E. Tensile test report prepared by QC Metallurgical, Inc., Report No. QCM # 51M-925, dated September 20, 2005, and signed and sealed by Frank_ Grate, P.E., as per ASTM E 8. Mill certificates .from Easco Aluminum (extruders) certify aluminum alloys & temper for components. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 0.040" Bertha Aluminum Storm Panel (2.25" Deep) for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1612 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 9/7/05, signed and sealed by Walter A. Tillit, Jr., P.E. I NIISSILE EWACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard. 4. WIND LOADS RESISTANCt: 0.040" Bertha Aluminum Storm Panel (2.25" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 10 of 15 of Product Evaluation Document (P.E.D.), drawing No. 08-145. Maximum Anchor Spacing shall be as indicated on sheet 10 of 15 of Product Evaluation Document (P.E.D.), drawing No. 08- 145. 0.040" Bertha Aluminum Storm Panel (2.25" Deep) has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 5. MTAI.LATIGN: Installation shall be performed strictly in accordance with the details indicated on sheets 3-..-thru--15 of 15,..of- Product. Evaluation Document .(P.E.D.), drawing No. 08-145. Minimum separation to glass shall be as indicated on sheets 3 thru 7 and 11 thru 15 of 15, of Product Evaluation Document (P.E.D.), drawing No. 08-145. Shall be strictly in accordance with General Notes and G and lA of 15, of Product Evaluation Document (P.E.D.), PRODUCT EVALUATION REPORT NO. 08-0521.03 3 specifications shall be as indicated on sheets 1, and 11 thru 15 of 15, of Product Evaluation Document (P.E.D.), drawing No. 08-145. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 6, 7, 8, 9, 10 and 11, indicated on sheet 1 of 15, of Product Evaluation Document (P.E.D.), drawing No. 08- 145 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). .A, • c `t'ii �+ Say i.° 1, STORM PANEL SHOWN ON THiS PRu'OUCT EVALUAnON DOCUMENT (P.E.D.) HAS BEEN VERI/RED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUMOING CODE THIS STORM PANEL SHALL MI BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-GAD£ / BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERM/NEO AS PER SECTION 1609 OF THE ABOVE UENNONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR Kd=0.85, IN ACCORDANCE WITH ASCE 7-05 STANDARD. 1N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN TWEfR ANALYSIS. A DURATION FACTOR CD-1.60 WAS USED FOR VERIFC4nON OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN. VERA,RED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AFL REPCRTS f 1128.01-00 AND 'G610.G2-05, AS PER SSTD 12-99 STANDARD. 1. ALL ALUMINUM SHEET METAL PANELS 584LL HAVE 5052-l132 OR J004-HJ4 ALLOY. J. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY & TEMPER UNLESS OTHERWISE NOTED. 4. ALL SCREWS TO BE STAINLESS STEFL J04 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 k5T YIELD STRENGTH AND 90 ks: TENSILE STRENGTH. 5. BOLTS TO BE ASTM A-J07 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 35 ksl MINIMUM YIELD STRENGTH. 6. ANCHORS.TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE' ' - 1/4. 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4" 0 x 7/8" CALK -IN ANCHORS OR ELCO mate & female " ANELMATE' AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO FASTENING SYSTEMS UC.. RESPECTIVELY. - 1/4" 0 x 3/4' ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: A. 1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON AND ELCO PANELM IE' ANCHORS IS 1 J/4 1' A.2) 7/8' CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/410-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST; AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AJ) MINIMUM EMBEDMENT OF 11410 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG. MINIMUM SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO, A.4) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A. 1) & A.2) ABOVE. . (8) TO EXISTING CONCRETE BLOCK WALL: - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BULLDIX. . - 1/4' 0 x 7/8" CALK -IN ANCHORS OR ELCO mole & female IPANELMATE" AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO FASTENING SYSTEMS LLC, RESPECTIVELY. - 1/4" 0 x 3/4' ALL POINTS SOUD-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT dr SPECIALTY COMPANY. NOTES: 8.1) MINIMUM EMBEDMENT OF TAPCON AND CLOD PANELMAT£ ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE 1 1/4'. B.2) 7/8' CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. B.J) MINIMUM EMBEDMENT OF 11410 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO. 6.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND 0.14 THE EXIS77NG WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED DI4 NOTES IN B.1) AND 8.2) ABOVE. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SEC77ONS I TH.RU 9 (SHEET J & 5 OF 15) EXCEPT THAT HEADERS 2, J & 4 SHALL NOT BE USED. S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY HE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT W'RH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL'SHUTTER TRACKS ALL. AROUND FULL LENGTH. 10. (0) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (a) CONTRACTOR 70 8E RESPONSIBLE FOR THE SELECTION, PURCHASE AND lNSTALLARON 114UD/NG LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.F.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (£.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE OR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.F.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. i 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED. ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SEC77ON 1714.8.J OF FLORIDA BUILDING CODE. ONE,LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17f4.8.2 OF THE FLORIDA BUILDING' CODE WOOS 770=1 WC. ILIEC01 4Il5 N'/. ]6U. St1'SM1. ./0.S NnW14 GFDI %dw : (Ia51 fi-IS10 , ! PefJO f8-0006719 ' WAUFR A 1I[!N Ji. P.F. �I EASTERN METAL SUPPLY, INC (561)841-1716 L.O./R.C. DRANK BY. 0510210E DATE, 08-145 ORAWWO Nc SHECT 1 OF 15 /A645- (TOTAL NH0714) IVTECrt&r WDW) SDD 1.300 'KIZ.0=00* 00• 1AX _bpi q, ° -4 2. J2s• --aagf •--4 2. r2s' {- --� BULL PANEL W/ HEMMED EDCFS --@845- (lVTAL W1DIH) BOW, (rrT£Cmv WIDTH) 1.30D 4.500' r 300' -i 2. r2s- F HALF PANEL W/ HEMMED EDGES 15419• (TOW KIDTN) 9.119- (T wrDrW r2A00' IE+'T£Cm£ w4DIN)-1 ` �(LTfF'CDYf WtOJ1rJ'-? 1.300 4.500' '500• ASOO'--1 j-IISaY r.S I.9D0• j-.9GV• Af A�'FOD{B(r I � Al; � f67J (rrrJ CI i' C h 2.125' 1-aa91•-I 2.129• I- - � -I xl7s• I - OPTIONAL FULL PANEL W/O HEMMED EDGES OPTIONAL HALF PANEL W/0 HEMMED EDGES saes r.yu• - 1• F-�2IP Q I R.200• •374' ' g O 91• .r2s• Ras' .reb• ffih .Tde'-I II r'z"T J.P00' Llar-�I-.09J• Q3" ANGLE BUILD OUT BRACKET ® 3 B' B. D. ® f ! -4" JVA . O. 'F' TRACK F' TRACK snot: JA' -r' scar. S/Y-r- A ''-+ � . e79• OR .060• .09J' DETA/L 1: SND W/ O/E wr I/NC NICKEL MATED WING NIIT ZO "h" HEADER scar : J/+• - I .aao• r9p• -h --1 � 1 �1.950•� r�r• ALTL L£0 LOG 7O REVERSED 'F" ANGLE TRACK scla : a/+• - r• *+r =a crm d ��4d-1 _ uw Ae7r R EXE O (D OfQ ur •d OPTION f d •OPTION lO.KEY HOLE AT PANEL 0© ROUND HOLE AT PANEL 1l KEY HOLE WASHER (OPTION TO 10) ,roe scar Lr ! AA : A/e' Aucr - ,• 1/FAD T& _' 70 A= • 17'0.0 Epp LL1C7N[ / II-r i.6rt•{- 12 �(N/ ANGLE WALL 1.75 x0.632' WITH STUD eaten rp-+ r ,no- 1/1•+A 6 sno J AAEI[6 m Avtr 0.0 ALIERMIr LED LOCLROH t, tOLTAX i Q !3 2"x5'(MAX. )x f fie" �--�� -- ANGLE WITH STUD sw; 3O 3' Max. "U" BUILD OUT s r;",-1• .37!• . . .led Et, L `l u c� g .09!• �.I h a�SS I-2.000'--I ©' F' TRACK ANGLE O9 swt , J/a• - 1 •. (J)5/9Y HOLES Ar Tao uN£ (2)'5116• HOLES Ar 6DTMM LINE FOR! 1/I I-7Di I' - SS LNCIRNE SCREW TAPCANS N e• IY� )1' 16 LONG WAL PLATE WAC' J/Itl•- 1• r 1 -:thy+ 0200a RL7EG0. INC. .2fs' '05�:' w�: 44 rS 11 L E C O.0c. TESTlNO G (NOINan!EERINO COMPANY 1$ M. JQN SL dH, See WrsSal Jwn /Lru _ � q,{p�{ � r rJaSfe71-roSd: rw: [Jaien-1 '.� `Y, Lr'S'1' r.NLIR� „- ^S• WACrfR A.L17I J. P.,R7• F. IY .V ALIRI/L 1l- J tA Q "U" HEADER scut: Lr' r• b30'j- ,N• / J01 sett � II S s !rtN ID 09S• i ANCLr • ft' MYErIO D.0 $vr I DETAX I 22"�2ST{��DEDANOLL�ST{IDDED ANOLL 6cur: J(e• - r• 5/1e• HOLE �2150'� I 17 2 �/Iir1"x.DAtO' FLASHING ANGLE COMPONENTS "fu UtllffA HLul JIUfTM YANtL LO./R.r. 2.25" D EP)DRAWN j Of; EASTERN METAL SUPPLY, INC a9/12/Dd - 426a WEsr R= s ORNE WfSr PALM BEM FL JJ407 PHONf.• (560709-0263. f : (561)011-1718 08-145 w � arc++rRr art +,M Rlcr✓Aw tuq ORAWl1lC NJ sNLLr )A Of 15 TOP TRACK (SEE COMPONENTS SHEET 1A OF 15) �. CONCRETE ANCHORS (SEE SCHEDULE) 1 b11n.i 1 Min. 0 a 0 0 0 0 _i_i_'___T_i_i_T --- F_' i i i i i I i Ir I ' A j l I ! 1 I Ll CONCRETE ANCHORS (SEE SCHEDULE) ! 1 M1n. � 114" Max. GAP STORM PANEL TYPICAL ELEVATION SCALE : 1/B' - 1" SECTION A -A SCALE : 118" = I' I .'Mia. BOTTOM TRACK (SEE COMPONENTS, SHEET 1A OF 15) 114" Max. GAP F.B.C. (Non High Velocity Hurricane Zone) 02008 TILIECO, INC. 0.040" BERTHA ALUMINUM STORM PANEL L.G.19.E. 2.25" D CEP DRRCWll BY, EASTERN METAL SUPPLY, INC 03rr1f0e LE C O I N C. 4266 WEST RaU S DRIVE STING d ENGINEERINGy', COMPANY 0. I ma aax Nai-aw cuD1A5 n 3J... WEST PALM BCk FL 35407 PNONE: (361)209SA-616J FAX (367)94I-1716 DB-145 (a07�e71-raa9 . ma : ryaalsal-IDaI £B-0006719 m. w ! waoTna wrt aw w oLacwnw wn ORIWING No WALTER A ALIT Jr. P.f 1 as aaan at/r n nalnl u" • u:aT _ • SREEtT-? Of 15 u'. u u � • j i j 1 ► � � r i j • / ► / ► _ • 1 Tel ► r ► I �4a I►I ► �'L •rll �l` ► L r ► / III i��[ j.. At"'WPRESU E of sioNG W (P.../.) AW PANEL L WTh (FL) 0.040' ALUMINUM PANEL Or Nox ANGlOR SWINGL s-( PANELSOr tee, a6, SECIVM' 2 8, 70 SECMV: 12 SECOON, 13 ALL SECl10RS +25.0, -25.0 12'-0' 12'-O" l7'-9' 8'-6• 12-tf +25.0. -30.0 12'-0' 111-5" f0=9" 8'-6" 12"tf. +J0,01 -35.0 7f'-f' !0'-6" 9'-it, 8'-6"' 12"tt +35.0. -40.0 JO'-5' 9'-f0' 9'-4" 8'-6' 12"ft +40.0. -45.0 9=f0" 9'-4" 8'-9" 8'-6" 12"ft +45.0, -50.0 9'-4' 8-to, 8'-4' B'-6" 12"ff +50.0, -55.0 B'-10" B'-5" 7'-71' - f2'ft _t4'0,!_610. d 8'-6• e'-1" 7'-7- - 12'tt -65.0 B'-O" 7'-9" 7'-4' - 12"ft +65.0, -70.0 7'-5' 7'-5' 7'-0• - 12"tt +70.0. -75.0 8'-11" 6'-11" 6'-9" 4.75.0, -80.0 6'-6' 6'-6' 6'-6" - 12" +80.0, -85.0 6'-1' 6'-1" 6=1' - 12- +85.0, -90.0 5'-8" 5'-9" 5'-9' - 12• +90.01 -95.0 51-6' 5'-6' 5'-6" - 92" +95.0, -100.0 5'-2' 5'-2' 5'-2' - 12' +100.0, -105. 4'-ff' 4'-11' 4'-fl" _ 12" +105.0, -110. 4'-9" 4'-9" 4'-9' - 12" +If0.0, -IlS. 4'-6' 4'-6" 4'-6" - I�z• +115.0. -120. 4'-4' 4'-4" 4'-4' - 12" +120.0, -123. 4'-2" 4'-2" 4'-2' - 12' +I25.0, -I30. 4'-0" 4'-0' 4'-O" - 12' f SECTION 8A IS ONLY VALID FOR DESIGN LOADS UP TO +70. -75 PSF, ff Mox. ANCHOR SPACING FOR SECT70N 8,4 SHALL BE 6" O.C. N TE: MINIMUM PANEL LENGM IS J'-O". "MAXIMUM ANCHOR SPACINGS ARE VOLID FOR 3 1/2- EDGE DISTANCE. FOR E. 0. LESS THAN 3 1/2 , REDUCE ANCHOR SPACING BY MULTIP0700 SPACING SHOWN ON JCHEDULE By THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK -IN ANCHORS VS 1 f/2"). FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPA ING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM S ACING INDICATED FOR EACH ANCHOR T1P1 AT ANCHORS LEGEND. FACTOR ACTUAL E. D. PANELMATES TAPCON svo-SET' CALK -IN 3" .86 - .78 .75 2 1/2' .71 7 - .50 2' .50 - .35 - - ANCHORS ANCHOR MIN. TYPE SPACING TAPCON/ 3.0" PANELMATES CALK -IN 2.5" SOLID -SET 3.5" SEE NOTES ON SHEET 11 THRU 15 OF 15 FOR PANEL LENGTH LIMITADONS FOR PLOOR/GEA.ING INSTALLATIONS INTO WOOD FRAME BUKOINGS 02008 Mr. -CO NO IL E C O A \ I EASTERN.'.. -1 sin. st Si,. .�w. N.ccNw GwOW; q. a7�i1 PHONE- : E6-0006718 __ loclly Hurricane Zorn RM PANEL DPAWN 6!.• Yo61121M , INC a4lr..• 08-145 OMW(NO No I 1' Min. PARATIC EXISnt GLASS 7/ia' O.D. x 5 " LONG BRASS BUSHING IV/ 1/4 %-20 x 1' S. S. At. S. W% KEYHOLE WASHER OR 114.0 HALE/fEENILE PANELMATE W/ f 7/a° AUn. PENEIR1f10N O 12' ox Y WASHER HEAD 072"0. C. W/ HREADED PENETRATKON F PLATE WALL MOUNTING INSTALLATION ALTERNATIVE 4 SCALE : 1/4' - I' I 1/4%-" 1 S SM. s. SWI 1NUT O 122" D. G I I I 114 S. S. HEX WASHER HEAD WOOD SCREWS O 12" O, C. W/ ! J/4" MIn THREADED PENETRATION O 70WTOnl Or PLATE. ,•�W�`Cl tilOtlNTIIVG�INSTAL=l.4TT/ON INSTALLATION DETAILS,ON'i:-EXISTING- Ib bb"='BUILDINGS 1/4 S. S. HEX WA HER NFAD WOOD SCREWS O 12' O. G W/ �1 J/4" up. THREADED PENETRATION. I IV .250' I MMqx. 1 I kin I 3 I Cont. WOOD HEADER j REWIRED I 1 P um. TO lX1SRNG I GLASS I � //4%-20.3144" I a WING Nur O I ryryryg I Q iG � II 114 S. S HEX WASHER HEAD WOOD SCREWS O 12j 0. C. W/ 1 J/4' Aft 1HREAOrA PENEM770N O .Y/DIWDTH OF PLATE. BUILD OUTS INSTALLATION ALTERNATIVE 6 SCALE : //A" - I' NOTE FOR COMBINATION OF SECTIONS WALL MOUN77NO S£C7IONS CAN BE COMBINED ' IN ANY WAY TO SUIT ANY INSrALLA770N. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS AND Max ..<�da... _+ 4. - PANEL LENGTH AS PER SCHEDULES SHOWN ON SHEET t0 OF 15 - e ti: e� •a • >rj,ll oaoae rnrEco, INC EXCEPT THAT PANEL'S LENGTHS FOR FLOOR/CEILING INSTALLATIONS ' C' �� SHALL BE UUMED TO f 09 2. FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN • . _ ➢'��O}� ''" C,'� ,+' �:l. I L E C O PINE No. 2. W/ SPECIFIC D£NSlTY OF 0.55 OR EQUAL J �'i�""rf� : •,,.? a•:. •,;{�, d i. l•Y�„ �'`"`' M• IINC. 711U1 T[6llNO h £NGTN£ERING CO n uu sz�Jn. Jos tgtW+ oursY0006719 .x ' : ..•._ 9 • �B i��:i�lsli. •%A� .� JOJ rl-1lJD . F f (JO.fjJ)1-t! WALTER A Mir -jr, PE. F.B.C. Non 1H/ h Velocity Hurricane Zone) 140 BERTHA ALUMII. UM STORM PANEL L SHEET 12 or 15 2.25" DEEP C./R.C. PAWN BY., EASTERN METAL SUPPLY, INC oeD4r1r. 'aa RC 42ee WLsr s DRNE 08^1`45 WEST PALM B FLJ7107 PHDNC (1B1)2M-6147, AJL• (661)84I-1776 0 h gM1tMAM qR q%h q¢xrDe� qR DRAWING NO �•7116' O.D. x 5/8' LONG BRASS BUSHING W/ 1/410-20 x I' F�, S. S LL 5 IY/ KEYHOLE WASHER /14 S. S HEX WASHER HEAD 414 S. S. NEX WASHER HEAD OR 1/4% dLALE/ 44E PANFLALVE WOOD SCREWS W/ 1 1/2" Min. f WOOD SCREWS W/ 1 1/?' Mtn• W/ 1 7/B' Min. PENETRATIONO12' ac THREADED P£NE7R/TjON O 4' o.a. 4' x 8' (MIn.J EXISTING THREADED PENETRATION O 4'4j x 8' (M�h) EXISDNC WOOD DEW REQUIRED. WATOO BEAM REQUIRED. STRUCIURAL ADEQUACY S%RUCTURL ADEQUACY Of EXISNNO WOOD OTF IXlSRUG WOOD 7-1 BEAN TD BE CERWE0 B�Au TOBE CFRTIRED BY REGISTERED ENGINEERBY REGISTERED ENGINEER OR ARCHnECT PRIOR 11ARCHITECT PRIOR I M SHUTTER INSTALLATION, TO SHUTTER INSTALLATION. 1 /NIn. ' a ,� •, I CJ 1 I � j 1 WOOD HEADER 1 m 1 1 Cont. 8 REQUIRED 1 Cent. j Y14' 1-21S 1' 1 1 I O 1 I' Mln. 1 30 1 I I 2 1--SEPARATION I TO EXISTING I I 7/B' + C. GLASS J%]2l I I�SEPARATION j j GLASS , W7N0 NO I 1 To Nc i 1 i g rz" 0. C. z -1h— 1 1 •Min. � -�— I � � sEPARATIox 1 I y TO EXISTING cfAss 7/B`a x J/J2' j o WING NUf 02 I C NUI O I � /2' 0. G I _ _ I I _7 i BALM ,7�NATE LEG ' I 'O ARDW7D7H OF PLATE 2' x B" 2' r B' *COD DECK PU REQUIRED WOOD REO 1RE0 B1O.D. � B6 L70 X NG BRASS f0 RDECK EQUIRED S S M. S W/ XEYHOLE WASHER •T OR 1/I% M4Lf/FfMALE PANELWTE /14 S S �H£X WASHER HEAD AGn. PENETRATION O 12' o.c '� ff4 S 5. HD( WASHER HEAD W000 SCREWS W/ 1 1/2' Min. WOOD SCREWS W/ 1 1/2' Min, THREADED PENETRATION O 4' mc. THREADED PENETRATION O 4' o.c. WALL MOUNTING INSTALLATION (D M J CEILING & FLOOR MOUNTING INSTAL a )SInti CEILING &FLOOR MOUNTING INSTAL a riON �LTERNAT/VE 7 '/'' ` ' SCALE : T/4` _ 1 - ALTERNATIVE 8 ALTERNATIVE 9 GGALE "/4""' INSTALLATION DETAILS ON EXISTING WOOD NOTE FOR COMBINATION OF SECTIONS: WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS AND MDX. PANEL LENGTH AS PER SCHEDULES SHOWN ON SHEET 10 OF 05 EXCEPT THAT PANEL'S LENGTHS FOR FLOOR/CEILING INSTALLATIONS SHALL BE LIMITED TO 109' L 2. FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN I ; PINE ND. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. + BUILDINGS F.B.C. S At o2aoe TIUELO, INC U U4U" HERTHA ALUM/N /M STORM PANEL LC./R.L ray„ DRAWN Br,• "- ; ;: ;:5•i � 1 L E C O EASTERN METAL SUPPLY, INC 05/02108 DATE, ;C,; .p•`(y,' ++ T/LLIT TESTING h ENGINEERING COMPANY SSN. $n St.505, MOM rt JAr,1 ! (JOl,IS)r-15". 1.: (SW n-ISn 4258 WEST RabS ARNE WEST PALM BTALYL fL. JJ407 PHONE. (SS r)20B-67E,; FAY,• (56IJB4f-1718 08-T45 •;^"t^"'»—'-• -•- m, w rocsrnv wrr qr, r arummn rur DRAWING Ne 1/4' I LONG LAC SCREWS L/}1 S. S. HEX WASHER HEAD 0 6' O. C W/ 7 J/C un. ! +" I LAC SCREWS /' j, �i' ' WOOD SCREWS W/ 1 1/2- M'n. THREWEG PEAL''TR/T.O,V I THREADED PENEM770M 0 4' O.C. ro EXLSTWG WIX/O HEADER �t' 0 6" 0. G W% t J/<' uLt J 4' x B' I I " TPREIDED PEHL794 +' x a' (Mn,i EXISTING DD B 17 ExanHG WOW NFw0.R WOOD BEAM REQUIRED. E STRUCTL n= + STRUCTURAL ADEOLACY OF EXIS I of REGIM •WOOD BEAM Tf WOOD SCREWS W/ 1 1/2 uM / l BE4M ro B£!CfRnnEO BY REG! IJ aY RFCISIFREO ENGMfFR ! OR ARC, THRE DED PENCIA4AON 0 4' O.C. E OR ARCH?£CT PRIOR / ro SHU TO SHUTTER WSMLLARON. I _ ccCOnI. [4n!l UREDSR£OWREO 1 11 o F-j( I I 1" MINIMUM 1 1' MINIMUM I SEPARADON TO IE7L'SRNG GLASS I ��7INC I P.i CLASS L I { LTj L I I b o 'w'1' MINIMUMI I SEPARATION ro 1 1 EXISTING GLASS I ETO XISTING GLASS 4' 1I1 D fTALL 7 ` lSrJIG�Ij� 1I U 2'. PULE 1 jI 1I REQUIRED 1 J/J2' Iw1lCiNtd O di N IIi SEPARATION It) EXISTING cuSs Oi aL 1112 0 1 I i e 1 7,a'+. 1J2" ' 1 Tic m/�• I a 3 I j 1/4' C..L I WJNG N O 12" O, C. 1 f1' a G 1 Cant. I /8 4• I I-10,1" WOOD DECK l PLATE I RE°UMED I BOLES W/7/81rr ALTERNATE 1 LEGAL fG LDGAnON 2' , 6' WOODDDECKUB 1 ALTERNATE j R�1 LEG LOCATION 6 1}ilnl O/I]' 0. GNN I 1 I nt. 1/4' I LAG SCREWS i 0 6' a G W/ I J/<' M1n , �8 1 - 0L4EMED PfOF FLA C 0 AI/pHfDTH °F PLATE .I I LAG SCREWS W/ f 1/1" Mln g INTERIORLY REMOVABLE PANEL Q W/ SIDEWALK BOLT) (Sf£ OETA4 2J 7HRFADEO vEN£rRARtW O MIOMOTH OF PLATE. ALTERNATIVE f0A OONNLCT£D ro THRU 518.0 14 S. S. HEX WASHER NFAD n1• ® / HOLES INTERIORLY REMOVABLE PANEL Q /14 S. S. HEX W/ SfDEWALK BOLTS (SEE OE7N( 2) WASHER HE4 _ " Al O 6' O.0 A EASTENfD WOOD SCREWS W/ I f/2' Min. AT REAR W 7/,9 CONNfCTFO TIT ®MRU d/a 4; WOOD SCREWS W f E/2' Ml y� r �• ,. J/JY WING NUT THREADED PENETRATION O 4' O.C. o EVERT S10fWALK BOLT. HOLES AT'',yT� O 6' 0.0 h AASTENEO MRFOOD PEN£7Rt ONO <' O.i MOUNTING INSTALLATIONS I At REAR /7/a'I�]/J2- WWC NUT _WALL SECTIONS f0 ALTERNATIVE 1 to o EIEAY D toLT. 1/4--2ar S& &OEWALK ALTERNATIVE 10B CEILING dE FLOOR MOUNT/NG 1NSTALCdTIONS BOLTS. W/J/4' SLOTTED REAM f£RIOR(YREE°Y�Bf£ 6 RU KEY- p6j0 INSTALLATION DETAILS ON EX/ST/u G WOOD BUILDINGS _SECTIONS 1 1 SC`+LE=T�+•a I-7/B' d x J/J2,p -20 NUT "TRDIR, VALID FOR PANELS"n USED- JOINTLYWINGNUT 0WITH INTERIORLY REMOVABLE PANEL SO 0 6"0. C.,1 I NOTFG•1NOTE INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND AND Max. FOR L17MBINA710N OF SECTIONS:1. MOJINTING Crll�IMOY': I R-vol BCE jErLOADS1 PANEL LENGTH AS PER SCHEDULES SHOWN ON SHEET 10 OF }5 EXCEPT THAT PANEL'S LENGTHS FOR FLOOR/Ct7LINC 1NSTALLADONS WALL SECTIONS CAN BE COMBINED W IN ANY Y TO SUIT ANY INSTALLATION.I PPANEL SHALL BF LIMITEDTO 109' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PIN£ No. z W/ SPECIFIC DENSITY QF�d_ :Sbr.Q�� EQUAL. FB.C. (Non High Velocity Hurricane Zon61 0200d �1 BLTECO, WC.0.040 BERTHA ierSv a or •e'. " ALUMINUM STORM PANEL L.a/R.1a7S1 0° �CEA/ 2.25" DEEP DRAWN er. 1/4" HOLE ® 6" O.C. '-2yti �y1• +��{ EASTERN METAL SUPPLY, INC 01 t2/oa arE DETAIL 2 -INSTALLATION OF 1,14 "x 1 " s, ,. •"x ! L E <' '�' C O ITN C. 1288 WEST RCS DRVE SIDEWALK BOLTS ® REMOVABLE PANE( "^'�"'+ TILLlT TESTING A' ENGINEERING COMPANY �/,�Ns Mu 6r Sf.. J0S ArJaxA ,L Jn<, :..:.: , F °" ^ -atE r rJ07jC„_,1,0 . ! : /JOf N-r9,1 a•. '• . '' • en WfST PAW BFACM� R, JJIO7 PHONE.• 561209-62= FAY: (661)541-1716 r ) 08-145 .r:' EB-00067/9 MI., '� brt MI. Mnmex an ORIWOIC Ha r/#' 0 x LONG LAO SCREWS O 6- 0. G W/ I J/4' MIn. THREADED P£NETRARON 70 EXISTING WOOD HEADER I 3 I ont. I I I I HEADER I REQUIRED I I I I I � I " MINIMUMSEPARATION TO I EXISTNG GLASS I X� �y z SWIIAR I I I I 4 I I a 2 PLATE I 1/4' 0-20 r 5/4' EQurR£D I OGLTs W/ 7/0" I J/J7' WfATT .a r 120. C. I I LAG SCREWS S C W/ 7 J/4' Wn. ALTERNATIVE 13A A LONG LAG SCREWS O. a W/ 1 3/4' Alin. ADED PENEIRADON X4TNG WOOD HEADER W000 SIDEWALK DOLT W% HE, DER //4 =20 JACKNUT REQUIRED �_ I• MlN1MUN SEPARATION 7O EXISTING GLASS I SIDEWALK DOAL4 BOI'LW/ T UT '. rI 3 1 - p 111-2 5T0 JACKNIITTE(R I Gj I I � a SJWLAR I (J)114E 1SID90LT .I LK W r � 1/4 =20 JACKNUT I No 2 PIA]'E I 1/t' 0-20 r J/4' REOWRED I AVIT•a 1/12'SIW/G I " I 1j '4' 0 LAG SCREWS 6-a C W/ J/1' Nn, PIM PADON O IDNA OF PLATE ALTERNATIVE I3B 1/4'0i7' ELCO male PANELWTE WAS, — ANCHORS a 6' O.C. TO EXIST= PLYWOOD _ EX7STLHG 2' x 4' STU05 O 16' O.C. UU RI WALL MOUNTING /NSTA a anus SCALE INS T / S O EXISTING WOOD BUILDINGS NOTE FOR COMBINATION OF SECTIONS: VALID PANELS I USEp J oINTL WALL AY TO SECTIONS N8E COMBINED ATH INTERIORLY BLS� 1N ANYW*WAY TO SUIT ANY INSTALLATION. INSTALLATION.REMOVAE Pdnrci NOTES: � .r !\c�i''r �••. J f�l'•. a � 4♦eyo �/,, YEENER 1/4"AW ELCO mole _ PANEL41ATC TVAS ANCHOR5 O 6' O.C. L_PLYWOOD BRICK SILL R£OD (lYP) W/ 8NAILS A5 PER SECTION 2304 OFFLORIDA BUILDING CODE". ALTERNATIVE 114 _BUILD -OUT INSTALLATION SCALE : 1/8' i• + 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS AND Max. • G ., • ,% •� �"�'. �+ ♦ y'rr r 02006 RLTECO, INC. PANEL LENGTH AS PER SCHEDULES SHOWN ON SHEET 10 OF 15 EXCEPT THAT PANEL'S LENGTHS FOR FLOOR/CEILING ,`sib.-..�+. / , ._ a . r �• .y'1 INSTALLATIONS SHALL BE LIMITED TO ID9" 26. FOR NEW 'WOOD FRAM£ CONSTAUCRON: WOOD MEMBERS TO 8E SOUTHERN •e$t, 0:1�•4 T "�' � � � Sr�` � TILLn TESTLNO k ENGINEERING "I"Er .PANE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR £OVAL. ,�;ti..� i .T,_g - ss'A�' �r•• Dan s. sH. J67 Gaa y (Josbn-ISM . r : (Jos) .. .. _ EB-0006719 i F.B.C. (Non High V01OCily Hurricane Zon1 140° BERTHA ALUM/NUM STORM PANEL L.G./R.E. 225".DEEP DRAWN 9Y.• EASTERN METAL SUPPLY, INC ° 4266 WEST"OR/YF WEST PAU DEACI(I fL J3407 PHONE' (561)209-626J TAX. (561)641-1716 08-145 oEfoerra uR rn. Rx mwrRr art OIAWING No Yn. 7ATlO,N asnNc 1SS �7 III' 114 S. S. HEX WASHER HEAD WOOD SCREWS O f2' 0. a W/ 1 3/4" MLn. THREADED PENETRAnON. J fiy D 4 3 4 J-204J/4' S. S. M. S. 61I x J/32' WING NUT EVERY Sruo o 12' OC. Lu 1. 1 ' �14 WASHER HEAD EOUIR ' WOOD SCREWS O 12- 0. C. W/ P T. I y I J/4' 2. TNREAOEO PENEM170 . 114 S S. HEX WS WASHER HEAD WOOD SCREO 12' O. C. W/ 1 3/4- Vm THRIDED PENETRA710N. 114 S. B. HEX WASHER HEAD WOOD SCREWS O 12' 0. C �/ TJ 4' 0i1. INREADED PENETRAnON. 1/4' 0-20�xJ/4' 80LIS W/0.67510 67Jx 1/8' S0. i6 SCREW HEAD AND W/7/BrJ/J2- ConL WING NUT O 12' 0. C. 2 Conf. I •I�.. I � 1 A lam. WOOD HEWER ' REQUIRED I m WOOD HEADER �i REWIRED P Min,110, I x TO E.OSJRIC SEPAR1nON 'TOCLASSI EXISDNG GLASS 6 � 1 6 CON I I CONT. ` o �-i/t 0-20 . 3/4, S. S M. S. W/ 7/8' , J/J2' WING NUT O 12' 0. C. 114 S. S. HEX WASHER NE4D WOOD SCREWS O 12- 0. C. W/ I J/4' f21 THREADED PENETRATION. WALL MOUNTING INSTALLATION _WALL MOUNTING INSTALLATION ALTERNATIVE 1 S°9L£t 1/4' " '' ALTERNATIVE 2' " '• NOTE FOR COMBINATION OF SECI7ONS: WALL MOUNTING SEC77ONS CAN BE COMBINED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS IN ANY WAY TO SUIT ANY INSTALLATION.* NOTESr 1, INSTALLATIONS ARE ONLY VAUD FOR DESIGN WIND LOADS AND Max. PANEL LENGTH AS PER SCHEDULES SHOWN ON SHEET IO OF 15 '1�`�A 'o°o• CAI EXCEPT THAT PANELS LENGTHS FOR FLOOR/CEILING INSTALLATIONS `�� c• d J' `. • SHALL BE LIMITED TO log' 2. FOR WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN r. o ly��. L!-:'P1 •.^�'s:~" PINE No, 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL' :T 1' 0-20 xJ%4• BOLTS 7/B- i J/J2' WMG NUr 12, 0. C. I14 S. S. HEX WASHER HEAD WOOD SCREWS O !2r O. C W/ 1 J/4' Min. IHRFAOE0 PENETRATION. WALL MOUNTING INSTALLATION ozoos rfrmo,, WC. F.B.C. (Non 0.040 BERTHA ALUMINUM 2.25" DLEP Hlgh Ve/ocify Hurricane STORM PANEL Zone) La/RE. DRAwN 9r.• 1 L E C 0 EASTERN METAL SUPPLY, INC 1'N C. STING A ENOIN£CRINC COMPANY IA sr. sR, J0.7 NAG7w urt�w; R J11ea 42" W£Sr S ORN£ WEST PALM BEACH, R. JJ407 QNONE.' (B61)209-626J E r (561)BI1-1716 08-145 )(JO,f—fo:7r0 . Tw : (JWIlrI-!!11 • DEB-0006TI9 ,n,, µ cnwomal wR M A wwrrwl wR DIL1010 No Florida Building Code Online Page 1 of 2 t s BCIS Home Log In ` User Registration € Hot Topics ` Submit Surcharge Stats & Facts Publications ; FBC Staff BCIS Site Map ;Links ; Search I { Product Approval USER: Public User I Product Approval Menu > Product or Application Search > Application List Search Criteria Refine SeE Code Version 2007 FL# ALL Application Type ALL Product Manufacturer JELD-WEN Category Windows Subcategory Casement Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ No Approved for use outside HVHZ Yes Impact Resistant No Design Pressure ALL Other ALL Search Results - Applications Go to Paoe a 0 Pagel/20 0 FL# FL10296- R4 History Type Revision Manufacturer JELD-WEN Category: Windows Subcategory: Casement Validated By Window and Door Manufacturers Association (312) 673-4828 Status Approved irL~Jf09- Revision JELD-WEN Window and Door Manufacturers Association Approved R4 Category: Windows (312) 673-4828 History Subcategory: GasemehtV FL10939- Editorial JELD-WEN Window and Door Manufacturers Association Applied For R5 Change Category: Windows (312) 673-4828 Subcategory: Casement PL10952- Revision JELD-WEN American Architectural Manufacturers Approved Ri Category: Windows Association History Subcategory: (847) 303-5859 Casement FL11444 New JELD-WEN Window and Door Manufacturers Association Approved Category: Windows (312) 673-4828 Subcategory: Casement FL11724- Revision JELD-WEN Window and Door Manufacturers Association Approved R3 Category: Windows (312) 673-4828 History Subcategory: Casement FL12426- Revision JELD-WEN American Architectural Manufacturers Approved Ri Category: Windows Association History Subcategory: (847) 303-5859 Casement Go to Page a "Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC 0 0 Pagel/26 id for the Commission if necessary. Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 p 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: am F90-11 .tack - hftp://floridabuilding.org/pr/piL__app Ist.aspx 6/3/2011 Florida Building Code Online Page 1 of 1 Product Approval Menu > Product or Application Search > Application List ........ .................... ..-..-.................. ............... -- ... _._......................... rch Criteria Refine Search e Version 2007 FL# ALL ication Type ALL Product Manufacturer JELD-WEN !gory Windows Subcategory Casement !cation Status ALL Compliance Method ALL lity Assurance Entity ALL Quality Assurance Entity Contract Expired ALL lust Model, Number or Name ALL Product Description ALL roved for use in HVHZ No Approved for use outside HVHZ Yes act Resistant No Design Pressure ALL !r ALL Search Results - Applications Go to Paae 0 0 (6 Page t/20 4) FL# 7 e Manufacturer Validated By Status New JELD-WEN Window and Door Manufacturers Association Approved ❑❑FL13698 Category: Windows �(312) Sub category: C sement 673-4828 Go to Page "Approved by DCA. Approvals by DCA shall be 0 (0 Page t/2� and ratified by the POC and/or the Commission if necessary. Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 p 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: Si?C'.41YEt 'htP3,i'AS=rS ^s a http://floridabuilding.org/pr/pr app Ist.aspx 6/3/2011 Florida Building Code Online Page 1 of 4 o y . BCIS Home i Log In User Registration Hot Topics i Submit Surcharge Stats & Facts Publications FBC Staff I BCIS Site Map i Links i Search s Product Approval 'USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL10939-R4 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@jeld-wen.com Authorized Signature Janet Gerard fbc@jeld-wen.com Technical Representative Dan Stokes Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 dans@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category W s`-,'� il Subcategory CasemerSt Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Window and Door Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2-/A440 2005 AAMA/WDMA101/I.S.2-97 1997 ASTM E 1886-05 2005 ASTM E 1996-05 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk... 6/3/2011 Florida Building Code Online Page 2 of 4 Date Submitted 09/01/2010 Date Validated 09/08/2010 Date Pending FBC Approval 09/13/2010 Date Approved 10/13/2010 Date Revised 05/02/2011 ._..... _............. _......... _.................. Summary of Products FL # IModel, Number or Name IlDescriDtion 10939.1 Custom Clad Casement 419-H-869 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10939 R4 C CAC CCL for Jeld-Wen B 6-23-10 419- H-869.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-65 FL10939 R4 C CAC NCTL PE 210.PDF Quality Assurance Contract Expiration Date Other: 12/07/2010 Installation Instructions FL1.0939 R4 II 10939.8 CustomCladCasement 1`36021 210-3304-1A 419-H-869.02.odf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10939.2 lCustorn Clad Casement 419-H-893 Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL10939 R4 C CAC CCL for Jeld-Wen B 6-30-10 419- H-893.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-75 FL10939 R4 C CAC NCTL PE 210.PDF Quality Assurance Contract Expiration Date Other: 05/30/2011 Installation Instructions FL] 0939 R4 II 10939.9 CUstCLCaseOperinstall 1'36021 210-3438-1A 419-H-893.02.pdf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10939.3 Custom Clad Casement 419-H-893 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10939 R4 C CAC CCL for Jeld-Wen B 6-30-10 419- H-893. df _Approved for use outside HVHZ: Yes Impact Resistant: Yes FL10939 R4 C CAC NCTL PE 210.PDF Design Pressure: +70/-90 Quality Assurance Contract Expiration Date Other: 05/30/2011 Installation Instructions FL10939 R4 II 10939.10 CustCLCaseOperInstall f32x541 210-3438-1A 419-H-893.05.odf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10939.4 11custorn Clad Casement 419-H-822 i Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL10939 R4 C CAC CCL for Jeld-Wen B 4-13-10 419- H-822.odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 01/27/2014 Other: Installation Instructions FL10939 R4 II CustCLCase0yerinstall 36x84.odf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10939.5 Custom Clad Casement Sector 419-H-899 Top (RF) Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL10939 R4 C CAC CCL for Jeld-Wen B 4-13-10 419- 1-1-899.0f Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +65/-65 Other: 01/20/2014 Installation Instructions hftp://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk... 6/3/2011 Florida Building Code Online Q^\' Page 3 of 4 .e FL10939 R4 II CustomCLCaseSTInstall Nall 30 x 84 Nail Fin.odf Verified By: Window and Door Manufacturers Association i Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10939.E Custom Clad In -sash Casement 419-H-866 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10939 R4 C CAC CCL for Jeld-Wen B 6-23-10 419- H-866.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL10939 R4 C CAC NCTL PE 21.0.PDF Design Pressure: +65/-65 Quality Assurance Contract Expiration Date Other: 12/15/2010 Installation Instructions FL10939 R4 11 CustomCladlnsashPW I'36021 210- 3311-1A 419-H-866.Ddf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10939.7 JlCustorn Clad In -Sash Geometric 419-H-896 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10939 R4 C CAC CCL for Jeld-Wen B 6-30-10 419- H-896.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL10939 R4 C CAC NCTL PE 11.0.PDF Design Pressure: +60/-75 Quality Assurance Contract Expiration Date Other: 06/19/2011 Installation Instructions FL10939 R4 II CustInsashGeoInstall r36x721 110- 10770-2.odf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10939.8 Custom Clad In -Sash Geometric 419-H-896 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10939 R4 C CAC CCL for Jeld-Wen B 6-30-10 419- H-896.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL:L0939 R4 C CAC NCTL PE 110.PDF Design Pressure: +60/-90 Quality Assurance Contract Expiration Date Other: 06/19/2011 Installation Instructions FL10939 R4 II CustInsashGeoInstall r32x541 110- 10770-2.Ddf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10939.9 lCustorn Wood casement 419-H-825 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10939 R4 C CAC CCL 419-H-825.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2014 Design Pressure: +50/-50 Installation Instructions Other: FL10939 R4 II CustomWoodCasement r36x841.odf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: -939 10 Custom Wood Casement J1419-H=848 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10939 R4 C CAC CCL 419-H-848.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: -No- Design Pressure +6'S/,6'5s... 04/07/2014 Installation Instructions Other: FL10939 R4 II Custom Wood Casement r36x721.Ddf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10939.11 IlCustorn Wood Casement 419-1-1-985 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10939 R4 C CAC CCL 419-H-985.odf hftp://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk... 6/3/2011 #lorida Building Code Online Page 4 of 4 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2014 Design Pressure: +50/-50 Installation Instructions Other: FL10939 R4 II CustomWoodCasement F26x841.pdf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10939.12 Custom Wood Casement 419-H-984 Limits of Use Certification Agency Certificate j Approved for use in HVHZ: No FL10939 R4 C CAC CCL 419-H-984.odf ! Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2014 Design Pressure: +65/-65 Installation Instructions Other: FL10939 R4 I1 CustomWoodCasement l32x301.Ddf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 p 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: in ® FCherk M �erurits++�-r�res http://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk... 6/3/2011 k 16" O.C. MAX. 4" MAX. FROM THRU JAMB CORNERS 16" O.C. MAX. TYP THRU JAMB >2 Z n u x 3 0 0 z 3 F WINDOW WIDTH (36" MAX.) TYPICAL ELEVATION WITH FASTENER SPACING o- -o �MNSI- "r N"sonry .ENBEONENT IKFR,AME 1/lN MAX SHIN SPACE SECTION (TYP) ICAL SECTION u.... wd.wa ..... ae.ro. I 1/ON MAX SHIN SPACE I. MIN. EMBEOMEHT MASON OR MASONRY Installed Fastenenfthedule ..w 1. All windows!nstaU corrosion resistant #8 fasteners no,more thank from-each•comer-and 16" o.c. through the jambs on all sides of the wlndbw:—Fastener' sPmust be long enough t penetrate at least 1" into framing members. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. THRU JAMB INSTALLATION 1 /4" MAX SHIM SPACE 2"z4N OR MASONRY 1" MIN. EMBEDMENT FRAME JAMB SECTION (TYP) HORIZONTAL SECTION n"rz: c.,nx xa..a enam.ma a xoxa RP.xNy. OPERATING CASEMENT WINDOW Max Frame DP IMPACT 36 x 72 + —65 NO General Notes: 1. The product shown herein is designed and manufactured to comply with the current edition of the Florida building code. 2. Buck, framing and masonry by others and is responsibility of architect or engineer of record. PROJECT ENGINEER: DATE: 3250 Lakeport Blvd J. Hawkins 1/21/10 JELDr'�1TEN DRAWN BY.' SCALE: Klamath Falls, OR. 97601 J. Hawkins NTS Phone: (541) 882-3451 CHECKED BY: TITLE: APPROVED BY: Custom Wood Casement Operator anaTiPRaTEcrNO: Thru Jamb Installation (36" x 72") IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: 00 SHEET 1 of 1. NA Bend, Oregon CustwdCaseoperinstall Florida Building Code Online Page 1 of 1 ..IZZ ibmit Surcharge i Stats & Facts ? Publications FBC Staff i BCIS Site Map Unks I Search Application List Search Criteria Refine Search Code Version 2007 FL# ALL Application Type ALL Product Manufacturer JELD-WEN Category Windows Subcategory Horizontal Slider Application Status Approved Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired -ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ No Approved for use outside HVHZ Yes Impact Resistant No Design Pressure ALL Other ALL �......14.. - A..w5-4i....c FL# FL10947-R2 Tvae Revision Manufacturer JELD-WEN Validated --By American Architectural Manufacturers Association Status Approved History Category: Windows Subcategory,;,Horizontal Slider (847) 303-5859 Ft+r1r0953-R1 rSubcategori-1-807ciro6791—�glid—L�r CategoryWindows American Architectural Manufacturers Association (847) 303-5859 Approved i�istory FL11859 New Window and Door Manufacturers Association Approved �JELD-WEN Category: Windows (312) 673-4828 Subcategory: Horizontal Slider 'xAppioved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary. I Department of Community Affairs Florida Building Code Online Codes and standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 p 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: ® ER M - secutity�tia�'rt,ac;e• ■listed ��� �" , - v�kaevc http://www.floridabuilding.org/pr/piL__app Ist.aspx 6/3/2011 Florida Building Code Online Page 1 of 2 �Y�'�s+ �� �^.�i. :=r..,� �a� �-:T�a .�..�rs, �� .z—�ei���E a .°�' *x r .:a r•�,� m s _.. �� N ra � x BCIS Home 'Log In i User Registration i Hot Topics Submit Surcharge i Stats &Facts ;Publications FBC Staff i BCIS Site Map Unksi Search i c Product Approval &45 K, V -USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail +• FL # FL10953-RI Application Type Revision Code Version 2007 Application Status Approved EWEN Comments •i `you Archlved Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@jeld-wen.com Authorized Signature Janet Gerard fbc@jeld-wen.com Technical Representative Jason Kantola Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (541) 882-3451 Ext 2921 jasonka@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Subcategory Yw--W'ndowsw:r. eHo rizontal-Sllder Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard AAMA/ W D MA/CSA 101/I. S. 2/A440-05 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/06/2010 Date Validated 07/12/2010 Year 2005 hftp://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvihT9G9... 6/3/2011 Florida Building Code Online Page 2 of 2 Date Pending FBC Approval 07/13/2010 Date Approved 08/10/2010 Summary of Products FL # IlModel, Number or Name IlDescription JjPremium Atlantic Vinyl Horizontal Sllder (820U) 74x54 Annealed Insulated Glass Limits of Use e'rtifieatioii~Agency Certificate Approved for use in HVHZ: No FL10953 R1 C CAC JW-19 PA Vy HS Fin C65 74x54.odf Quality Assurance Contract Expiration Date 10/08/2013 Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressur 65/=70 Other: �f "�- Installation Instructions FL10953 R1 II HS 8200 74x54 70 osf NI.Pdf FL10953 Rl II PAV HS 8200 74x54 NI Nall Fin and Flancie.ndf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL10953 R1 AE PER 967B.13df Created by Independent Third Party: Yes 10953.2 jPremium Atlantic Vinyl Horizontal Slider (8200) 74x62 Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10953 Rl C CAC JW-19 PA Vy HS Flanae C50 74x62.pdf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-55 10/08/2013 Other: Installation Instructions FL10953 Rl II HS 8200 74x62 55 osf NI.odf FL10953 R1 II PAV HS 8200 74x62 NI Flange.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL10953 RI AE PER 967C.pdf Created by Independent Third Party: Yes Bacic Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 O 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: VA FIN L N M-2ni swuri ^NIFTFUC� V-i5ien ~ Tru Red VH4kcy i http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvihT9G9... 6/3/2011 Florida Building Code Online Page 1 of 2 Administrative Validation ibmit Surcharge Stats & Facts Publications j FBC Staff ; BCIS Site Map ; links ? Search Application Lis[ > Application Detail > Application Checklist Form Title: Validation checklist for certification method Form #: 9N-3.011(3)(a) 1. Verify Product Manufacturer's name on the state application matches that In the Certification program. 2. Verify all products identified on the state application are listed In the certification program. 3. Verify Testing Standards on the application and the uploaded Certification Certificate match, and are as certified. 4. Verify compliance documentation is current, not expired, suspended or revoked. 5. Verify Limitations of Use noted on the application are in accordance with the Certification. 6. Verify Installation Instructions, including anchorage requirements are provided for the same product performance documented in the uploaded Certification Certificate or that the manufacturer's licensed design professional has performed this verification. 7. Verify Status of certification agency. 8. Verify Application lists proper category and subcategory of product. 9. Verify the testing standards are as adopted and required by the Florida Building Code. 10. Verify the product is properly described. 11. Verify the limits of use are Included as certified. 12. If the documentation indicates that rational analysis was used, verify whether the rational analysts is within the scope of the product certification and if not theb verify that an evaluation report is submitted. 13. Verify that no rational analysis Is conducted under this method. Otherwise the evaluation method must be used to seek product approval. To the best of my/our knowledge, this application is complete, the Items In the checklist above have been verified, and the Certification documentation submitted with this application indicates that the product, method, or system described in this application meets or exceeds the Florida Building Code requirements and reference standards listed In the application. Back Rext Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard http://www.floridabuilding.org/pr/pi app chek.aspx 6/3/2011 • Florida Building Code Online Page 2 of 2 Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 m 2000-2010 The State of Florida. All rights reserved. Privacy Statement Coovriaht Statement I Accessibility Statement I Plug-in Software I Customer Service Survey Contact Us Product Approval Accepts: w FIN-1 Ed m SecuritVtettYwry V,(Sfgn R .�....e ,.,�.�. ,.... . Trusted i. • VS09ry f. http://www.floridabuilding.org/pr/pr___app chek.aspx 6/3/2011 c� Xa cao2 M M U. v -a lL > O L d 1 xx to O Q !, 0 m �Y d U. $ i U O X oiS O X ram- WINDOW HEIGHT (54- MAX.) -+ TYPICAL ELEVATI❑N WITH FASTENERS General Notes: • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the 2007 Florida Building Code and the industry standard requirements for the stated conditions. ® All glazing shall conform to ASTM E7 300. • Minimum nominal glazing: insulated 9/B' annealed. • installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. • Maximum sizes are buck /net sizes and do not include fins or flanges. This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the Installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.field-wen.coMresourcesfinstallaiion. This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. H \-1/4' MAX SHIM SPACE T PICp, VERTIC L FRAME 4 ECTI❑N NDT0 Caulk between unit end apenfng. 1/4' MAX SHIM [SPACE NAIL FIN 210-3626—iB) i/4' MAX SHIM SPACE FRAME SEGTI❑N NDTFi Caulk between un[t and opening. DP IMPACT I.WPoDesign pressure as Tesberi +65/-7a psi per AAMA/WDHA/CSA 101/7S. 2/A4�4g-D5. Max Frame rn 'Installation Notes: 1 Seal nail fin to substrate. 2 _ Uses#10•or greateryfaster�et's-throTagh grail tirrwrtlr�a clent�length_to p ne e�tr`�at..e�.a''"minimu�t of yIY2' into the ood fI'�-am ng.__ 3 Hos""t str�uetla�e wood buck, stud framing and opening} to b`e d signer and anchored to properly'transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. We recommend using Tegratite'" installation (hftp://www.jeld-wen.00mlnewinstallationtechnolog'o for weatherproofing. QiE9a:D BY: APPROVED 131 AS TESTED I -- MY49105 i/2010 �'�IT 3737 Lakeport Boulevard l� Klamath Falls, OR 97601 NTS (541) 882 - 3451 Premium Atlantic Vinyl (8200) Horizontal Roller Nail Fin Installation (74.00"'x 54.0011) s' oo�SH�` 2of2. . Florida Building Code Online Page 1 of 1 MAR. BCIS Home ':. Log In User Registration Hot Topic Submit Surcharge Stats & Facts '.Publications FBC Staff ! BCIS Site Map Links Search Product Approval .'USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search) Code Version 2007 FL# ALL Application Type ALL Product Manufacturer JELD-WEN Category Windows Subcategory Single Hung Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ No Approved for use outside HVHZ Yes Impact Resistant No Design Pressure ALL Other ALL Search Results - Applications Status Approved I I Approved Approved i Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. ��� Type �. Manufacturer Validated 13y F,L1094$=R2 Revision JELD'1NE�- American Architectural Manufacturers Association History CategoryWinliows,,,6,�. rry::$ing�eJiung -#i Subcatego (847) 303-5859 FL10970-R1 Revision JELD-WEN American Architectural Manufacturers Association History Category: Windows Subcategory: Single Hung (847) 303-5859 FL12269-R2 Revision JELD-WEN American Architectural Manufacturers Association Histary Category: Windows Subcategory: Single Hung (847) 303-5859 FL14104-RI Revision JELD-WEN American Architectural Manufacturers Association History Category: Windows Subcategory: Single Hung (847) 303-5859 Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: ® eCaick Wt—'P. hftp://www.floridabuilding.org/pr/p r_app Ist.aspx 6/3/2011 , Florida Building Code Online Page 1 of 2 BCIS Home I Log In User Registration Hot Topic Submit Surcharge Stats & Facts i Publications FBC Staff i BCIS Site Map 11 Links j Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL10948-R2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@jeld-wen.com Authorized Signature Janet Gerard fbc@jeld-wen.com Technical Representative Jason Kantola Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (541) 882-3451 Ext 2921 jasonka@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category — Wih� d wss Subcategory Single -Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard AAMA/ W D MA/ CSA 101/I. S.2/A440-05 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/06/2010 Date Validated 07/12/2010 Year 2005 hftp://www.floridabuilding.org/pr/pL__app dtl.aspx?param=wGEVXQwtDgvihT9G9... 6/3/2011 Florida Building Code Online Page 2 of 2 ' Date Pending FBC Approval Date Approved 07/13/2010 08/10/2010 Summary of Products FL # IlModel, Number or Name Description �109.48:1 ' Premium Atlantic Vinyl T ISingle Hung T(It (8300) 52x75 Tempered Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10948 R2 C CAC JW-19 PA Vy SH Flange LC65 52x75.odf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +65/-70 08/20/2013 Other: Installation Instructions FL10948 R2 II DWG-1B DP70.odf FL10948 R2 II PAV 8100 52x75 (+65-70) NI -- Flange.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL10948 R2 AE PER 940B.Ddf Created by Independent Third Party: Yes 10948.2 IlPremium Atlantic Vinyl ISingle Hung Tilt (8100) 3602 Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10948 R2 C CAC JW-19 PA Vv SH Flange LC65 36x72. df Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +65/-70 08/20/2013 Other: Installation Instructions FL10948 R2 II DWG-2A DP70 NI.Pdf FL10948 R2 II PAV 8100 36x72 (+65-70) NI Flan e.PDF Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL10948 R2 AE PER 940B.odf Created by Independent Third Party: Yes Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 O 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: wo ® Cfgek - sCCttt Et :3T# 1'Iilt.K w d-d Yr.RYFTi http://www.floridabuilding.org/pr/pL_app dtl.aspx?param=wGEVXQwtDgvihT9G9... 6/3/2011 1 `—V4' "a SK51 SPACE TYPICAL VERTICAL FRAME SECTION NOTEI Caulk between unit and aperdnD Q V,• KAX sm i "00APAW General Notes: lrn • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (1130), the International Residential Code (IRC), the current Florida Building Code and the industry standard ,requirements for the stated conditions. g, • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: insulated dsb tempered. • Installation methods may be interchanged within the same opening. • An impact protec)ive system Is required where wind home debris protection is required by local building code. • Maximum sizes are buck /net sizes and do not include fins or flanges. This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted.' it is not Intended as a guide to the installation process and does not address Ithe sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.field-wen.comlresourceslinstallafion. This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by AS TesTan . JELD-WEN, Inc. WOOD FRAME (NCTL 210-3624-1B) 1/Max SHIM 11 ' MIN. EMBEDMENT SPACE \ / 2 ISJ 1 t TYPICAL —HORIZONTAL FRAME SECTI❑N NDTE6 Caulk between unit and apenkne. Max Frame DP IMPACT Wforn Desbn Pressure as Tested •65/ 70 paP Per AARA/VONA/CSA M 101/= PJAO-05. window to substrate, and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. -- 04/10/2010 JurN3737 Lakeport Boulevard MwTetzlaff 5�`E'��'` ` �amath Falls, OR 97601 (541) 882 - 3451 k IAR' ePaovEeeT: Premium Atlantic Vinyl (8100) Single Hung rPao>EcrNo.: Wood Frame Installation (52.125" x 75.0011) 1 Florida Building Code Online Page 1 of 6 Product Manufacturer Andersen Corporation Address/Phone/Email 100 Fourth Avenue North Bayport, MN 55003 (651) 264-5308 abarstad@andersencorp.com Authorized Signature Alan Barstad abarstad@andersencorp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior -Door Subcategory �winging-E-xterior,Door�Assemblles Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Window and Door Manufacturers Association Referenced Standard and Year (of Standard) Standard Year 101/I.S.2/NAFS 2002 101/IS2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 Equivalence of Product Standards Certified By Approved Testing Lab FL1097 R6 Eguiv AAMA 101-1S2-A440 Eguivalence.odf Product Approval Method Method 1 Option A http://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk... 6/3/2011 Florida Building Code Online Page 2 of 6 Date Submitted Date Validated 05/04/2011 05/26/2011 ------.--- .............. ---------._...-- -- - - - Summary of Products Go to Page 0 Page 1 / 2 00 FL # IlModel. Number or Name IDescription 1097.1 11200 Series 33611 A HP 200 Series Hinged Patio Doors - Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 16 78807.pdf Approved for use outside HVHZ: Yes Impact Resistant: No FL1097 R6 C CAC WDMA Acknowledgement Design Pressure: +35/-35 OA Andersen Bayport 4-28-11 (2).odf Other: Hallmark Certificate 129-H-788.07 Rating Is Quality Assurance Contract Expiration Date SHD-LC35 10/20/2013 Installation Instructions FL1097 R6 II 200 Series Hinged Patio Door - Inswing.pdf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.2 200 Series 3380 A HP 200 Series Hinged Patio Doors - Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 16 78804.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No FL1097 R6 C CAC WDMA Acknowledgement Design Pressure: +30/-30 OA Andersen Bayport 4-28-11 (2).ndf Other: Hallmark Certificate 1291-1-788.04 Rating Is SHD- Quality Assurance Contract Expiration Date LC30 965mm x 2426mm 10/20/2013 Installation Instructions FL1097 R6 II 200 Series Hinged Patio Door - Inswina.odf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.3 200 Series 3380 S HP 11200 Series Hinged Patio Doors - Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 16 78904.odf Approved for use outside HVHZ: Yes Impact Resistant: No FL1097 R6 C CAC WDMA Acknowledgement Design Pressure: +30/-30 OA Andersen Bayport 4-28-11 (2).odf Other: Hallmark Certificate 129-H-789.04 Rating Is SLT- Quality Assurance Contract Expiration Date C30 956mm x 2426mm 10/20/2013 Installation Instructions FL1097 R6 II 200 Series Hinged Patio Door - Inswing.pdf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.4 =1200 Series 60611 AP 11200 Series Hinged Patio Doors - Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 8 74903.odf FL1097 R6 C CAC WDMA Acknowledgement Approved for use outside HVHZ: Yes Impact Resistant: No QA Andersen Bayport 4-28-11 (2).pdf Design Pressure: +35/-35 Quality Assurance Contract Expiration Date Other: Hallmark Certificate 129-H-749.03 Ratings Is 10/20/2013 SHD-R35 1810mm x 2092mm Installation Instructions FL1097 R6 II 200 Series Hinged Patio Door - Inswing.pdf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 1097.5 11200 Series 6080 AP 11200 Series Hinged Patio Door - Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 16 78701.ndf Approved for use outside HVHZ: Yes Impact Resistant: No FL1097 R6 C CAC WDMA Acknowledgement Design Pressure: +30/-30 OA Andersen Bayport 4-28-11 (2).pdf http://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk... 6/3/2011 Florida Building Code Online Page 3 of 6 Other: Hallmark Certificate 129-H-787.01 Rating Is Quality Assurance Contract Expiration Date SHD-R30 1810mm x 2426mm 10/20/2013 Installation Instructions FL1097 R6 II 200 Series Hinged Patio Door - Inswing.pdf Verified By: Window and Door Manufacturers Association, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.E 200 Series 6080 ASR 11200 Series Hinged Patio Doors - Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 16 79001.odf Approved for use outside HVHZ: Yes Impact Resistant: No FL1097 R6 C CAC WDMA Acknowledgement Design Pressure: +30/-30 OA Andersen Bayport 4-28-11 (2).ndf Other: Hallmark Certificate 129-H-790.01 Rating Is Quality Assurance Contract Expiration Date SHD-R30 1810mm x 2425mm 10/20/2013 Installation Instructions FL1097 R6 II 200 Series Hinged Patio Door - Inswing.odf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 3097.7 200 Series ISPD 31611 AR 1200 Series Hinged Patio Doors - Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 7 74807.1)df FL1097 R6 C CAC WDMA Acknowledgement Approved for use outside HVHZ: Yes Impact Resistant: No OA Andersen Bayport 4-28-11 (2).pdf Design Pressure: +30/-30 Quality Assurance Contract Expiration Date Other: Hallmark Certificate 129-H-748.07 Rating is 10/20/2013 SHD-R30 916mm x 2092mm Installation Instructions FL1097 R6 II 200 Series Hinged Patio Door - Inswing.pdf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.8 11200 Series ISPD 31611 Stationary 200 Series Hinged Patio Doors - Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 7 74804.pdf FL1097 R6 C CAC WDMA Acknowledgement Approved for use outside HVHZ: Yes Impact Resistant: No OA Andersen Bayport 4-28-11 (2).Pdf Design Pressure: +30/-30 Quality Assurance Contract Expiration Date Other: Hallmark Certificate 129-H-748.04 Rating Is FD- 10/20/2013 R30 916mm x 2092mm Installation Instructions FL1097 R6 II 200 Series Hinged Patio Door - Inswing.pdf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: I 1097.9 Frenchwood Outswing Doors 400 Series Frenchwood Hinged Patio Door - Outswing 60611 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL FW060611AP Low - E.pdf Approved for use outside HVHZ: Yes Impact Resistant: No FL1097 R6 C CAC WDMA Acknowledgement Design Pressure: +50/-50 OA Andersen Bayport 4-28-11 (2).odf Other: Hallmark Certificate: 129-1-1-780.02 Rating: Quality Assurance Contract Expiration Date SHD-LC50 1810mm x 2070mm 10/20/2013 Installation Instructions FL1097 R6 II 0005221 FWO NON.pdf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.10 Frenchwood Sidelite HPIR 400 Series Frenchwood Hinge Patio Doors - Outswing with Stormwatch Protection Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Frenchwood Sidelite HPIR.pdf FL1097 R6 C CAC WDMA Acknowledgement Approved for use outside HVHZ: Yes Impact Resistant: Yes QA Andersen Bayport 4-28-11 (2).pdf Design Pressure: +77/-77 Quality Assurance Contract Expiration Date hftp://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk... 6/3/2011 Florida Building Code Online Page 4 of 6 Other: Hallmark Certificate 129-H-751.00 Rating is SLT- 10/20/2013 LC80 Hallmark Certificate 129-H-751.02 Rating Is Wind Installation Instructions Zone 3, Missle Level D, Cycle Pressure +77/-77 FL1097 R6 II Frenchwood Sidelights and Transoms.odf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.11 JIFWH 3380 A HP 1400 Series Frenchwood Hinged Patio Doors - Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 25 83404.pdf Approved for use outside HVHZ: Yes Impact Resistant: No FL1097 R6 C CAC WDMA Acknowledgement Design Pressure: +40/-40 QA Andersen Bavoort 4-28-11 (2).odf Other: Hallmark Certificate 129-H-834.04 Rating is Quality Assurance Contract Expiration Date SHD-R40 965mm x 2426mm 10/20/2013 Installation Instructions FL1097 R6 II 0004234 FWH.pdf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 3097.12 1FWH 3380 S HP 11400 Series Frenchwood Hinged Patio Doors - Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 18 80302.ndf Approved for use outside HVHZ: Yes Impact Resistant: No FL1097 R6 C CAC WDMA Acknowledgement i Design Pressure: +40/-40 QA Andersen Bayport 4-28-11 (2).pdf Other: Hallmark Certificate 129-H-803.02 Rating Is FW- Quality Assurance Contract Expiration Date LC40 968mm x 2426mm 10/20/2013 Installation Instructions FL1097 R6 II 0004234 FWH.Ddf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.13 FWH 60611 AP 400 Series Frenchwood Hinged Patio Doors -Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 17 79601. df Approved for use outside HVHZ: Yes Impact Resistant: No FL1097 R6 C CAC WDMA Acknowledgement Design Pressure: +40/-40 QA Andersen Bayport 4-28-11 2 . df Other: Hallmark Certificate 129-H-796.00 Rating is Quality Assurance Contract Expiration Date SHD-R40 1810mm x 2096mm 10/20/2013 Installation Instructions FL1097 R6 II 0004234 FWH.Pdf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.14 FWH 6080 AP/PA HPIR 400 Series Frenchwood Hinged Patio Door - Inswing with Stormwatch Protection Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 2 67303- 06.ndf j Approved for use outside HVHZ: Yes Impact Resistant: Yes FL1097 R6 C CAC WDMA Acknowledgement Design Pressure: +50/-65 OA Andersen Ba ort 4-28-11 2 . df Other: Hallmark Certificate: 129-H-673.03 Rating is Quality Assurance Contract Expiration Date SHD-R50 1810mm x 2426mm Hallmark Certificate: 129- 10/20/2013 H-673.06 Rating Is Missle Level D, Cycle Pressure +50/- Installation Instructions 65 FL1097 R6 II FWH.odf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.15 FWH 6080 OX with HP Glass 400 Series Frenchwood Hinged Patio Doors -Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 1 65804.pdf FL1097 R6 C CAC WDMA Acknowledgement Approved for use outside HVHZ: Yes Impact Resistant: No QA Andersen Bayport 4-28-11 (2).pdf Design Pressure: +40/-40 Quality Assurance Contract Expiration Date Other: Hallmark Certificate: 129-H-658.04 Rating is 10/20/2013 1111-10 1810mm x 2096mm Installation Instructions FL1097 R6 II FWH.pdf Verified By: Window and Door Manufacturers Association http://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk... 6/3/2011 Florida Building Code Online , Page 5 of 6 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.16 JJFWH 9080 SAS 4D0 Series Frenchwood Hinged Patio Doors - Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC FWH9080ASA.odf Approved for use outside HVHZ: Yes FL1097 R6 C CAC WDMA Acknowledgement QA Andersen Bayport 4-28-11 2 . df Impact Resistant: No Design Pressure: +40/-40 Quality. Assurance Contract Expiration Date Other: Hallmark Certificate: 129-14-834.16 Rating is 10/20/2013 Class LC-PG40 Size Tested 107.3" x 95.5" Installation Instructions FL1097 R6 'II FWH.odf Verified By: Window and Door Manufacturers Association' Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.17 FWH3180 Low-E IR 400 Series Frenchwood Hinged Patio Doors - Inswing with Stormwatch Protection Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 2180407 80404.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL1097 R6 C CAC WDMA Acknowledgement Design Pressure: +55/-65 OA Andersen Bayport 4-28-11 2 . df Other: Hallmark Certificate 129-H-804.07 Rating is Quality Assurance Contract Expiration Date Class LC-PG55-FD Size Tested 914mm x 2426mm 10/20/2013. (36x95in) NEGATIVE DESIGN PRESSURE 65 Hallmark Installation Instructions Certificate 129-H-804.04 Rating is Wind Zone 4, Missle FL1097 R6 II 0004234 FWH.odf Level D, Cycle Pressure +55/-65 Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.18 FWH3180AR Low-E 400 Series Frenchwood Hinged Patio Door - Inswing with IR/FWH6080AP/PA HPIR Stormwatch Protection Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1057 R6 C CAC FWH3180A HPIR.odf Approved for use outside HVHZ: Yes FL1097 R6 C CAC WDMA Acknowledgement .Impact Resistant: Yes QA Andersen Bayport 4-28-11 2 . df Design Pressure: +50/-65 Quality Assurance Contract Expiration Date `Other: Hallmark Certificate: 129-H-673.03 & 129-H- 10/20/2013 673.08 Wind Zone 3, Missle Level D, Cycle Pressure Installation Instructions +50/-65 Rating: SHD-R50 Negative Design Pressue 65 FL1097 R6 II 0004234 FWH.odf Verified By: Window and Door Manufacturers Association I Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.19 IIFWH6080AP Low-E 400 Series Frenchwood Hinged Patio Door - Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL FWH6080AP Low - E. df Approved for use outside HVHZ: Yes Impact Resistant: No FL1097 R6 C CAC WDMA Acknowledgement Design Pressure: +40/-40 OA Andersen Baynort 4-28-11 2 . df Other: Hallmark Certificate 129-H-834.06 Rating is Quality Assurance Contract Expiration Date Class LC-PG40 Size Tested 1810mm x 2426mm 10/20/2013 Installation Instructions -Fiff097 R61I0064234 FWH odf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1A97:20.f��-•- . - FW.0-3180.A-HP . 4D0,Serles,Frenchwood.Hinged-Patio Doors - Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 2 67502.od FL1097 R6 C CAC WDMA Acknowledgement Approved for use outside HVHZ: Yes Impact Resistant: No ,.. Design Pressure:.+60%=60rzn1 A Andersen Bayoort 4-28-11 2 . df Quality Assurance Contract Expiration Date Other: Hallmark Certificate: 129-H-675.02 Rating is 10/20/2013. . SHD-LC60 921mm x 2426mm lnitaliatiori Irist�uctions FL1097 R6 II FWO NON.Ddf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: id) Page 1 / 20 0 ' Go to Page http://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk... 6/3/2011 Florida Building Code Online ` Page 6 of 6 Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 p 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: 019701 K£ck M St:CtiYity;tty.-r u f vs' r A http://floridabuilding.org/pr/pr_app dtl.aspx?param =wGEVXQwtDgvihT9G9wJIk... 6/3/2011 Installation Guide for Andersen° 400 Series Frenchwood° Hin Installation Guide Patio Doors or 6y. th StormwatchTPd Protection INSTALLER:P I ease leave this guide with the owner to file for future reference. Congratulations! You have just purchased one of the many fine Andersen® products. Proper assembly, installation and maintenance are essential if the benefits of your Andersen product are to be fully attained. Therefore, please read and follow this instruction guide completely. If your abilities do not match this procedure's requirements, contact an experienced contractor. You may direct any questions about this or other products to your local Andersen dealer, found in the Yellow Pages under "Windows" or call Andersen WindowCare° service center at 1-888-888-7020 Monday through Friday, 7 a.m. to 7 p.m. Central Time and Saturday, 8 a.m. to 4 p.m. Central Time. Thank you for choosing Andersen. Important Every assembly and installation is different (windloads, structural support, etc.). Andersen strongly recommends consultation with an Andersen supplier or an experienced contractor, architect, or structural engineer prior to the assembly and installation of any Andersen product. For installation methods not covered in this guide, (i.e. through jamb) please visit the Architect Detail File on the web (www.andersenwindows.com). Andersen has no responsibility in regard to the post -manufactured assembly and installation of Andersen products. nless specifically ordered,;Andersen agment causing injury.: Many laws.2 ndersen ;windows are available with n safety'glass is available from'your and doors -are not equipped with safety glass, and if broken,.could ng codes,require safety glass,!n locations adjacent to or near doors a ass that may reduce the likelihood of iniury when broken. nformatlon • Andersen° Head Flashing and Installation Flanges DO NOT take the place of standard window and door flashing. Unit must be properly flashed and sealed with silicone for protection against water and air infiltration. Use non -reflective flashings. Highly reflective flashing tapes can raise the surface temperature of the vinyl to the point where vinyl deformation and product damage may occur. • Do not apply any type of film to glass. Thermal stress conditions resulting in glass damage could occur. • Use of movable insulating materials such as window coverings, shutters, and other shading devices may damage glass and/or vinyl. In addition, excessive condensation may result causing deterioration of windows and doors. "Andersen" and "Andersen WindowCare" are registered trademarks of Andersen Corporation. All other marks where denoted are marks of Andersen Corporation. ©1997-2006 Andersen Corporation. All rights reserved. Instruction Guide 0004234 Revised 01/27/06 C, NO'�'ICEs ' • Lock Operation TO LOCK • To lock, lift handle to engage upper and 1. Fr DLE lower hook bolts. Turn lock turn -piece to horizontal position. • To unlock, turn lock turn -piece to vertical t•LTURN OCK LUCK position. Open door by bringing handle ror3 downward. Installation Guide • For installations where full panel (1800) operation is desired, install unit flush to interior surface and apply interior casing no thicker than 3/4". If thicker Interior Casing is used, chamfer edge to prevent interference with panel, as shown. -3/4" max. Interior Casing (chamfered) For installations where interior finishing material is higher than 1-11/16" above the subfloor, raise door by placing a wooden spacer under sill to gain sufficient clearance for subfloor door to open. Allowances must be made in height of pa013a 1-11/16" rough opening. • For Double Insect Screen Track, Exterior Extension Jambs, and/or Exterior Sill Extension Kits, apply kits before unit is installed. Installation Guide Head Installation Head Installation Head Installation Flange Flange Flange Side Installation Side Installation Side Installation Flange Flange Flange Single/Stationary Panel Double Panel Jamb Hinged Double Panel Astragal Hinged* Triple Panel Astragal Hinged* * NOT Available with Stormwatch® Protection Unit Designation 2168 ' 2768 2968 3168 21611 27611 '29611 31611 2180 2780 2980" 3180 Rough Opening Width 2'1" 217" 219" 311" 211" 217" 219° 311" 211" 217" 219" 311" Rough Opening Height 6'8" 6'8" 6'8" 6'8" 6'11" 6111" 6'11" 6-11" 8'0" 810" 8'0" 810" AppraximateWeight(Ibs)10Q 1,05p�� 3 j�5_�__„125.��a�.��.�0__—.1�5 _w..._125W�_�e135 w_nT125__�.�1 SQ.��, j.6 UnitDesignapon 4168" 5068 5468 6068 41611 50611 54611 `60611 4180 : 5060..._5480, 6080 Rough Opening Width 4'1" 5'0" 5-4" 6'0" 4'1" 5'0" 5'4" 6'0" 4'1" 5'0" 5'4" 6'0" Rough Opening Height 618" 618" 618" 618" 6111" 6'11" 6'11" 6111" 8'0" 8'0" 8'0" 8'0" Approx�mate�Weight{Ibs}150 185:, 137 .. �21 15 5 _ . �;195 �205 `225185 230 _ �'; _ 248 -� ;� 275' Unit Designation 8068: 9068 806111 90611 ,8080 9080 Rough Opening Width 8'0" 910" 810, 9'0" 8'0" 9'0" Rough Opening Height 6'8" 6'8" 6'11" 6'11" 8'0" 8'0" Parts Included (1) Instruction Guide (1) Patio Door Unit (1) Head Installation Flange (2) Side Installation Flanges (1) Screw Pack (standard) (1 or 2) Specialty Finish Hinges Screw Pack(s) (included for specialty finish hinges, only) Tools & Supplies • Safety Glasses • Hammer • Tape Measure • 4' Level • Flat Blade Screwdriver • Phillips Screwdriver • Small Pry Bar • Caulk Gun • Silicone Primer • Silicone Sealant • Wood Block • Shims • Cement Screws (concrete/masonry installation) Part No. Specialty Finish Hinge Screw Packs 2579174 Bright Brass Screw Pack, 3 Hinge 2579179 Bright Brass Screw Pack, 4 Hinge 2579175 Antique Brass Screw Pack, 3 Hinge 2579180 Antique Brass Screw Pack, 4 Hinge 2579176 Satin/Distressed Nickel Screw Pack, 3 Hinge 2579181 Satin/Distressed Nickel Screw Pack, 4 Hinge 2579177 Oil Rubbed/Distressed Bronze Screw Pack, 3 Hinge 2579182 Oil Rubbed/Distressed Bronze Screw Pack, 4 Hinge 2579178 Brushed/Polished Chrome Screw Pack, 3 Hinge 2579183 Brushed/Polished Chrome Screw Pack, 4 Hinge 3 Installation Guide 1. Prepare Rough Opening 00 NOT install unit directly on masonry/concrete surface. Place full length barrier (i.e. treated wood, tar paper, ice/water membrane) between unit sill and masonry/concrete surface. Failure to use barrier and to seal it to unit sill and masonry/ concrete surface may result in product and/or property damage. Entire barrier must be sealed to masonry/concrete surface to help prevent water infiltration. Barrier thickness must not exceed 1/4". • Prepare rough opening based on unit size according to table on Page 2. • Check sill plate for level. Sill must be level. Shim if necessary. • Check rough opening for plumb and level. If rough opening is not plumb or level, correct as needed. • Check opening for square by measuring diagonally, upper left to lower right and upper right to lower left corner. If measurements are within 1/8", opening is square. If rough opening is not square, correct as needed. 2. Prepare Unit AWARNING Door panels must be in locked position, before beginning. 'Failure to do so .may result iq panels inadvertently opening , causing personal injury;,property, and/or.product damage • Remove unit from carton. Place unit exterior side up on support boards (to protect hinges) over a clean flat work surface. • Insert Temporary Lock Handle into lower lock hole on door panel and turn upwards to lock door. Insert flat blade screwdriver into upper lock hole and turn to lock dead bolt. Door panels must be in locked position before beginning. • Remove packing blocks. Do not remove panel Spacer Clips until Step 10. Rough Opening Width Rough Opening Height Standard Construction Exterior Views Masonry/Concrete Construction Exterior Side Up Door Panel Flat Blade o Screwdriver Temporary Lock Handle � ` l 3. Apply Installation Flanges Head Installation Flange must overlap Side Installation Flanges to the exterior to help prevent water infiltration. • Determine if Installation Flange is used based on charts below. • Position Side Installation Flange in kerf on frame with short leg facing interior and end flush with bottom of sill. Place wood block against short leg of Side Installation Flange and tap until fully seated. • Repeat for opposite Side Installation Flange. • Repeat for Head Installation Flange making sure it overlaps Side Installation Flanges to the exterior. WALL INSTALLATION SILL THICKNESS FLANGE EXTENDER 41/2" Yes No 51/4" Yes optional".: 6 9/16" No (Backer Rod and Silicone) Required 7 9/16".' No (Backer Rod and Silicone) ', - Required` . DOUBLEINSECT INSTALLATION SILL SCREEN TRACK KIT FLANGE EXTENDER 41/2" Yes No 51/4" . Yes: Optional;; 6 9/.16" ...:.: No (Backer Rod and Silicone) Required ,No (Backer Rod and.Silicone) Required,'; EXTERIOR INSTALLATION SILL EXTENSION JAMBS FLANGE EXTENDER 41/2" Yes No :51/4" . Yes optional-. .' 6 9/16" Yes Required Regmred'- Installation Guide Head Installation Flange Overlaps Side Installation Flange \ Exterior Side Up Side Installation Flange Flush With Bottom of Sill Installation Flange Kerf food Block 5 4. Remove Fastener Covers Protect frame and door panel from damage when removing Fastener Covers by inserting protective material between door and prying tools. • Insert a small pry bar between frame and side Fastener Cover at bottom of unit using protective material between frame and tool. • Insert a flat blade screwdriver under Fastener Cover using protective material between panel and tool. • Push small pry bar outwards and lift up slightly on screwdriver to remove Fastener Cover. • Repeat for opposite side Fastener Cover and head Fastener Cover. • Apply three, 3/8" beads of silicone sealant to bottom of rough opening full length, as shown. • Apply 1/4" bead of silicone sealant around full perimeter of rough opening 1/2" from edge. Installation Guide Fastener Cover (Side) Fastener Cover (Head) Small Pry Bar Protective Material Flat Blade Screwdriver Protective Material Silicone Sealant 1 /2" 2" 3" Silicone Sealant Sheathing Exterior Side Up Sheathing 1'/2" Caulk Gun Exterior View 6 1 / t 6. Install Unit AWARNING Weight of 'Patio: Doors will vary. Use a reasonable.' I umber of;people with,sufficient strength to lift, carry, and: installdoor unit(s) and accessories. Always use appropriate lifting techniques. AWARNING Support" unit in rough opening at all times until secured:: Failure to support unit could result in unit.... falling out causing personal injury, property, and/or' product damage.. • Apply 1/4" bead of silicone sealant between head and side Installation flanges at corners where flanges intersect at head jamb. • From the exterior, lift and center unit in rough opening, setting sill of unit onto silicone sealant. • Press unit firmly into silicone sealant around perimeter of rough opening. Installation flanges must be flush with exterior of opening. 7. Plumb and Level Unit • Adjust door in opening from the interior. Entire unit must be plumb, level, and square. • Check unit for square by measuring diagonally, upper left to lower right and upper right to lower left corners. Unit must be square. Correct if necessary. Installation Guide ;CLaM�dO[�] a Installation Flanges are for sealing only. 00 NOT use for fastening unit. Installation Flanges must be flush with exterior of opening. Correct installation procedure must be followed for unit to perform properly. Silicone Sealant Head Installation Flange Caulk Gun Side Installation F I a n g e I F///A 8 Shim Unit Head Jamb \ Shim a Shims must be used between jambs and framing to prevent bowing when frame is secured. • Insert shims between rough opening and door unit, directly above and below hinges and near each installation hole in jambs, from the interior. Shims prevent jambs from bowing when unit is secured to rough opening. A11.11�%I�y I Level Interior View Side Jamb Interior View l i Installation Guide 9. Fasten Unit He '-M~ Steel will corrode when used with. ACQ Pressure Installation Treated Lumber. Obtain and use the appropriate size stainless steel fastener as :called out in the installation guide to fasten 'unit`to any rough opening made`from ° . #10 x 3" Installation Sc ACQ' Pressure Treated Lumber. Failure to use stainless steelfasteners may result'in injury, property, or product damage. NOTLCE . Screw and Hinge color must match. Screws used to secure unit through installation holes will be covered by Fastener Covers. Retain color matching Screws to secure Hinges in Step 11. • For units with white Hinges, use brass colored Screws o secure-Sidelambs•and te #1 Whix�3'''Screws to secure Hinges. • For units with brass colored Hinges, use white #10 x 3" Screws to secure Side Jambs and brass colored #10 x 3" Screws to secure Hinges. • For units with other specialty finish Hinges, use either white or brass colored #10 x 3" Screws to secure Side Jambs and matching finish #10 x 3" Screws to secure Hinges. • From the exterior, fasten unit through installation holes in Head and Side Jambs into rough opening using #10x3" Screws. For units with white Hinges, use brass colored #10x3"Screws. For all other units, use white #10xX Screws. 00 NOT tighten screws at this point. Take care not to scratch door and/or hinge finish. 10. Remove Spacer Clips • Using protective material between frame and small pry bar, pry up on Spacer Clips to remove. Side Jamb Exterior View Interior View 8 11. Secure Hardware • Insert a flat blade screwdriver into upper lock hole on door panel and turn to unlock dead bolt. Insert Temporary Lock Handle into lower lock hole and turn down to open door. Units may have factory installed screws in hardware locations where.-#1� 1 Q X.-3' Screws=will be fastened For -units with; factory installed screws, remove screws shown in illustration and replace with #10 x 3" Screws, provided. Proper screws must be used for unit to perform properly. • Faste.rLSide Jambs through�center holes of all Hinges using #10x3" crews;�asshown� For wflte^Hinges, use white`#10.x�3'"Screws. yFor brass=H�ngesruse brass'colored-#tOx3" Screw�:zFor°specialty finish.Hinges, Ilse=matehrng finish#10x:3"S rC ews provided. '... For Specialty Finish Hinges Only IIUltb,UI"diI r1IIIyGJ IIISI, UGIUM-IGIJWAIly 1tIU A 1 0U1UVVS. - Removal of 1'' 'screws before installing 3" screws may result in personal injury and/or product damage. • For Units with Specialty Finish Hinges Only, remove factory installed #10 x 1" brass colored screws from top and bottom holes of Hinge and replace with matching finish #10x 1"Screws provided. Remove and replace screws in only one hinge at a time. • For Door Units with Stormwatch®Protection, place a 1/2" x 4" x 10" shim block directly above Head Jamb Lock Receiver, between header and head jamb. Steel will corrode when usedwithACQ Pressure Treated Lumber. Obtain and use the appropriate size stainless steel fastenera"s called out in the installation guide fo.fasten unit` to any rough opening made from ACQ Pressure Treated Lumber. Failure to use stainless steel fasteners may resultin injury, property, or product damage. • Remove Gold Colored #10x 1"Screws in Flush Bolt Receivers and replace with #10 x 3" Screws at Head Jamb and Sill. • Remove Gold Colored #10 x 1 "Screws in Hook Bolt Receivers and replace with Stainless Steel #10x 1"Screws. • Fasten through Latch Receiver using #10 x 3" Screws. Installation Guide Door Panel Flat Blade Screwdriver a Lock Mechanism Temporary Lock Handle .e' 0� #10 X 3" Screw (Center Holes Apply First) 0 Specialty Finish Hinges Only #10 X V Screw (Top and Bottom Holes Apply Second) 1/2" x 4" x 10" Shim Block (Door Units with Stormwatch Protection) #10 X 3" Screw Flush Bolt Receiver Head Jamb #10 X 3" Screw Flush Bolt Receiver Sill Hook Bolt 10 X 3`' Receiver'-,, #10 X ill Stainless p Latch Steel Screw ; Receiver Side Jamb Side Jamb 12. Check Clearance and Operation • Adjust Latch Blocker and Receiver and Hook Bolt Receiver (AP/PA Units) to achieve adequate weatherstrip compression, if required. Refer to hinge and hardware adjustment instruction guide for this product. • Determine if clearance and operation are correct. Door Panel should remain motionless through entire operation range. If clearance and/or operation are not correct: First, recheck rough opening for plumb and square. If rough opening is not plumb or level, correct as necessary. Second, recheck sill plate for level. Third, refer to hinge and hardware adjustment instruction guide for this product. Installation Guide Door should remain motionless when positioned at any point in the entire operation range. 13. Secure Unit and Apply Fastener Covers • Tighten installation screws. Door must Fastener Cover remain plumb while tightening. (Head) • Position head Fastener Covers and snap into place by tapping lightly. Repeat for side Fastener Covers. Fastener Cover (Side) 14. Apply Exterior Finish and Seal NOTICE For installations not using Installation Flanges, backer rod (not supplied) must be inserted around perimeter of door between frame and exterior finish in place of Installation Flanges. Silicor Sealar • Apply exterior finish over Installation Flanges leaving 1/4" between door frame and exterior Caulk finish. Gun • Apply backer rod and a continuous bead of silicone sealant around exterior perimeter of door between frame and exterior finish. Exterior View 1/4" 1/4" Exterior View 10 15. Insulate Around Unit When insulating between the unit frame and rough opening, or between units when joining, 00 NOT overpack batt insulation or overfill with foam. Bowed jambs will result affecting product performance and/or improper unit operation. • Insert insulation between door frame and rough opening from the interior. 00 NOT overpack batt insulation or overfill with expandable foam. Care and Maintenance General Information Installation Guide Batt Insulation Small Pry Bar Interior View Your Andersen° hardware has been manufactured of high quality, fine metal. Fine metal requires periodic attention to maintain its beauty and characteristics. Climate, location, and exposure to corrosive environments such as industrial areas, pesticides, herbicides, or salts are challenges to your ability to maintain the hardware's beauty and characteristics. _�La1�400a t • 00 NOT use or apply harsh chemicals, abrasives and/or cleaners. Product damage could occur. • 00 NOT refurbish hardware. Contact a professional hardware restorer for refurbishing. Antique Brass,Distressed Nickel, or High -Performance • Wash hardware using a mild detergent and a soft cloth. Avoid abrasive cleaners, cloths, or brushes. White or Stone • Wash hardware using a mild detergent and a soft cloth. Avoid abrasive cleaners, cloths, or brushes. Polished Chrome or Brushed Chrome • Wash hardware using a mild detergent and a soft cloth. Avoid abrasive cleaners, cloths, or brushes. • Polish chrome finishes using a commercially available chrome polish following manufacturer's instructions. Oil Rubbed Bronze or Distressed Bronze • Handling and frequent use create the bronze patina that is the hallmark of the oil -rubbed bronze and distressed bronze finishes. Oil rubbed bronze and distressed bronze are "living finishes" with no protective coating. With use, your hands will polish away the darker material exposing the bronze beneath. The appearance of these finishes will vary depending on usage and environmental conditions. • Occasionally apply light mechanic oil to deepen the color and sheen of the product. Cover metal parts with oil entirely, allow the oil to stand for a few minutes, then gently rub off excess using a clean cloth. m Finishing, Cleaning, and Maintenance Instructions • DO NOT expose unfinished wood to high moisture conditions, excessive heat or humidity. Finish interior wood surfaces immediately after installation. Unfinished wood surfaces will discolor, deteriorate, and/ or may bow and split. • DO NOT stain or paint weatherstrip, silicone beads, vinyl, glass, or hardware. • Acid solutions used to wash masonry/ concrete will damage glass, fasteners, hardware, and metal flashing. Follow the acid solution manufacturer's instructions carefully. Protect and/or cover Andersen products during the cleaning process to prevent acid contact. If acid does come in contact with unit, immediately wash all surfaces with clean water. Installation Guide INTERIOR FINISHING Read and follow finishing manufacturer's instructions and warnings on each container of finish material for priming, painting, staining, and varnishing. CLEANING Clean exterior frame, sash members, and insect screens using a mild detergent -and -water solution and a soft cloth or brush. DO NOT use abrasive cleaners or solutions containing corrosive solvents. For persistent dirt or grime, use a nonabrasive cleanser or a mixture of water and alcohol or ammonia. MAINTENANCE Immediately sand and refinish any interior wood that becomes stained or mildewed to prevent further discoloration and/or damage. For further information, contact your local Andersen dealer. Dealers can be found in the Yellow Pages under Windows. 12 L Florida Building Code Online I Page 1 of 4 BCIS Home i Log In 1 User Registration Hot Topics Submit Surcharge ! Stats & Facts Publications i FBC Staff BCIS Site Map Unks j Search i . Product Approval ,.. USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL1097-R6 Application Type Revision Code Version 2007 Applicatlon Status Validated Comments Archlved Product Manufacturer Andersen Corporation Address/Phone/Email 100 Fourth Avenue North Bayport, MN 55003 (651) 264-5308 abarstad@andersencorp.com Authorized Signature Alan Barstad abarstad@andersencorp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Categoryerior4Doors Subcategory Y Winging-txterior+Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Window and Door Manufacturers Association Referenced Standard and Year (of Standard) Standard Year 101/I.S.2/NAFS 2002 101/IS2/A440 2005 ASTM E1886 2002 c ASTM E1996 2002 Equivalence of Product Standards Certified By Approved Testing Lab Product Approval Method FL1097 R6 Eouiv AAMA 101-IS2-A440 Eouivalence.pdf Method 1 Option A http://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk... 6/3/2011 ,Florida Building Code Online Page 2 of 4 Date Submitted Date Validated 05/04/2011 05/26/2011 Summary of Products �� ----� Go to Page 0 0 Page 2/ 2 4 0 FL # IlModel, Number or Na IDescription 1097.21 FWO 3380 A HP 1400 Series Frenchwood Hinged Patio Door - Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 26 83901.odf Approved for use outside HVHZ: Yes Impact Resistant: No FL1097 R6 C CAC WDMA Acknowledgement Design Pressure: +40/-40 OA Andersen Bavoort 4-28-11 2 . df Other: Hallmark Certificate 129-H-839.01 Rating is Quality Assurance Contract Expiration Date SHD-R40 971mm x 2425mm 10/20/2013 Installation Instructions FL1097 R6 II 0005221 FWO NON.odf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.22 FWO 3380 S HP 11400 Series Frenchwood Hinged Patio Doors - Outswing Limits of Use Certification Agency Certificate j Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 18 Approved for use outside HVHZ: Yes 80202. df Impact Resistant: No FL1097 R6 C CAC WDMA Acknowledgement Design Pressure: +60/-60 OA Andersen Bayport 4-28-11 (2).ndf Other: Hallmark Certificate 129-.H-802.02 Rating is FD- Quality Assurance Contract Expiration Date LC60 968mm x 2426mm 10/20/2013 Installation Instructions FL1097 R6 II 0005221 FWO NON.Pdf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.23 JJFWO 6080 AP HP 1400 Series Frenchwood Hinged Patio Door - Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 3 68202.odf' FL1097 R6 C CAC WDMA Acknowledgement. Approved for use outside HVHZ: Yes Impact Resistant: No OA Andersen Bayport 4-28-11 Z df Design Pressure: +40/-40 Quality Assurance Contract Expiration Date Other: Hallmark Certificate: 129-H-682.02 Rating is 10/20/2013 SHD-LC40 1810mm x 2426mm Installation Instructions FL1097 R6 II FWO NON.pdf Verified ,By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.24 FWO 6080 AP/PA with HPIR Glass 400 Series Frenchwood Hinged Patio Doors - Outswing with Stormwatch Protection Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL FW06080 Low-E IR.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL1097 R6 C CAC WDMA Acknowledgement Design Pressure: +50/-65 OA Andersen Bavoort 4-28-11 2 . df Other: Hallmark Certificate: 129-H-643.03 & 129-1-1- Quality Assurance Contract Expiration Date 643.06 & 129-H-643.08 Class LC-PG50 Size Tested 71" x 10/20/2013 95", Windzone 4, Missle Level D, Cycle Pressure +50/-65 Installation Instructions FL1097 R6 II FWO Storm Install Guide.pdf_ Verified By: Window and Door Manufacturers Association Created by Independent Third Party: I Evaluation Reports Created by Independent Third Party: 1097.25 FW03180AR Low-E 1400 Series Frenchwood Gliding Door with•Stormwatch IR/FW06080AP Low-E IR Protection - Outswing__ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC FW03180AR Low-E IR FW06080AP Approved for use outside HVHZ: Yes Low-E IR.pdf Impact Resistant: Yes FL1097 R6 C CAC WDMA Acknowledgement Design Pressure: +50/-65 OA Andersen Bavoort 4-28-11 2 . df Other: Hallmark Certificates: 129H-643.03, 129-H- Quality Assurance Contract Expiration Date 643.06 and 129-H-643.10 10/20/2013 hftp://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk... 6/3/2011 .Florida Building Code Online Page 3 of 4 Installation Instructions FL1097 R6 II FWO Storm Install Guide.pdf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports - Created by Independent Third Party: 1097.26 IIFW06080AP DPUP Low-E 1400 Series Frenchwood Hinged Patio Doors - Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC FW06080AP DPUP Low-E.pdf FL1097 R6 C CAC WDMA Acknowledgement Approved for use outside HVHZ: Yes OA Andersen Bayport 4-28-11 (2)-ndf Impact Resistant: No Design Pressure: +55/-55 Quality Assurance Contract Expiration Date Other: Hallmark Certificate 129-H-675.07 Class LC- 10/20/2013 PG55 Size Tested 71" x 95" Negative Design Pressure Installation Instructions 65psf FL1097 R6 II 0005221 FWO NON.pdf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports j 10,9727 IIFWSL1780S HP ..r Created by Independent Third Party: 400 Series Frenchwood Sidelight .. Limiess of -Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL FWSL1780S Low - Approved for use outside HVHZ: Yes E.pdf Impact Resistant:( -a x Design Pressure:.465/ 65`, FL1097 R6 C CAC WDMA Acknowledgement OA Andersen Bayport4-28-11 (2).Pdf Other: Hallmark Certificate: 129-H-880.00 Rating: Quality Assurance Contract Expiration Date Class LC-PG65: Size Tested 476x2423mm (1805In) 10/20/2013 Hallmark Certificate: 129-H-880.01 Rating: SLT-LC65 Installation Instructions FL1097 R6 II Frenchwood Sidelights and Transoms.pdf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.28 IIFWT60110S HP 11400 Series Frenchwood Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL FWT60110S Low - E.pdf Approved for use outside HVHZ: Yes Impact Resistant: No FL1097 R6 C CAC WDMA Acknowledgement Design Pressure: +65/-65 OA Andersen Bayport 4-28-11 (2).pdf Other: Hallmark Certificate: 129-H-878.00 Rating: Quality Assurance Contract Expiration Date Class LC-PG65: Size Tested 1810x556mm (71x12in) 10/20/2013 Hallmark Certificate: 129-H-878.01 Rating: TR-LC65 Installation Instructions FL1097 R6 II Frenchwood Sidelights and Transoms.odf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.29 IIFWT60110S Low-E IR 400 Series Frenchwood Hinged Patio Doors - Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC FWT60110 Low-E IR.odf Approved for use outside HVHZ: Yes FL1097 R6 C CAC WDMA Acknowledgement Impact Resistant: No OA Andersen Bayport 4-28-11 2 . df Design Pressure: +50/-65 Quality Assurance Contract Expiration Date Other: Hallmark Certificate 129-H-878.01 & 129-H- 10/20/2013 879.00 TR-LC65, Windzone 3, Missle Level D, Cycle Installation Instructions Pressure +50/-65 FL1097 R6 II Frenchwood Sidelights and Transoms.odf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1097.30 ISPD 3380 AR HP with Low Profile 200 Series Hinged Patio Doors - Inswing Sill i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1097 R6 C CAC Hallmark CCL 01-19-09 16 78803. df FL1097 R6 C_ CAC WDMA Acknowledgement Approved for use outside HVHZ: Yes _Impact Resistant: No._-.. -... Design Pressure: +30/-30 OA Andersen Bayport 4-28-11 (2).pdf Other: Hallmark Certificate 129-H-788.03 Ratings is Quality Assurance Contract Expiration Date LW-SHD-R30 966mm x 2425mm 10/20/2013 Installation Instructions FL1097 R6 II 200 Series Hinged Patio Door - Inswing 1-2 Low Profile Sill.pdf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: http://floridabuilding.org/pr/p[_app dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk... 6/3/2011 Florida Building Code Online �� Page e 4 of 4 Evaluation Reports Created by Independent Third Party: Go to Page Page 2 / 2 Back hlext Department of Community Affairs Florida Building Code Online Codes -and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 p 2000-2010 The State of Florida. All rights reserved. Privacy Statement i Copyright Statement i Accessibility Statement I Plug -In Software i Customer Service Survey i Contact Us Product Approval Accepts: R REM http://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqvihT9G9wJlk... 6/3/2011 Installation Guide for Andersen° Frenchwood° Patio Door Sidelights and Transoms Installation Guide WINDOWS -DOORS INSTALLER: Please leave this guide with the building owner to file for future reference. Congratulations! You have just purchased one of the many fine Andersen° products. Proper assembly, installation and maintenance are essential if the benefits of your Andersen product are to be fully attained. Therefore, please read and follow this instruction guide completely. If your abilities do not match this procedure's requirements, contact an experienced contractor. You may direct any questions about this or other products to your local Andersen dealer, found in the Yellow Pages under "Windows" or call Andersen WindowCare° service center at 1-888-888-7020 Monday through Friday, 7 a.m. to 7 p.m. Central Time and Saturday, 8 a.m. to 4 p.m. Central Time. Thank you for choosing Andersen. Important Every assembly and installation is different (windloads, structural support, etc.). Andersen strongly recommends consultation with an Andersen supplier or an experienced contractor, architect, or structural engineer prior to the assembly and installation of any Andersen product. For installation methods not covered in this guide, (i.e. through jamb) .please visit the Architect Detail File on the web (www.andersenwindows.com). Andersen has no responsibility in regard to the post -manufactured assembly and installation of Andersen products. • Andersen® Head Flashing and Installation Flanges DO NOT take the place of standard window and door flashing. Unit must be properly flashed and sealed with silicone for protection against water and air infiltration. Use non -reflective flashings. Highly reflective flashing tapes can raise the surface temperature of the vinyl to the point where vinyl --deformation and product damage may occur. • Do not apply any type of film to glass. Thermal stress conditions resulting in glass damage could occur. • Use of movable insulating materials such as window coverings, shutters, and other shading devices may damage glass and/or vinyl. -In addition, excessive condensation may result causing deterioration of windows and doors. "Andersen" and "Andersen WindowCare" are registered trademarks of Andersen Corporation. All other marks where denoted are marks of Andersen Corporation. ©2002-2006 Andersen Corporation. All rights reserved. I Instruction Guide 0005335 BB Revised 06/13/06 1 Parts Included (1) Sidelight/Transom Unit (2) Head/Sill Installation Flange (Transom Unit only) (1) Head Installation Flange (Sidelight Unit Only) (2) Side Installation Flanges (4) Interior Panel Stops (1) Screw Pack (1) Instruction Guide Tools & Supplies • Safety Glasses • Hammer • Tape Measure • Level • Flat Blade Screwdriver • Phillips Screwdriver • Small Pry Bar • Caulk Gun • Silicone Primer • Silicone Sealant • Wood Block • Shims • Nail Set • 1-1/2" (6d) Finish Nails • 1" (6d) Finish Nails (Sidelight Unit Only) Component Identification Side Installation Flange i S x. Head/Sill Installation Flange Installation Guide Head/Sill Installation Flange Side Installation Flange Transom Unit Exterior Side Up Interior Panel Stops Interior Panel Stops Head Installation Flange 2 Installation Guide 1. Prepare Rough Opening DO NOT install unit directly on masonry/concrete surface. Place a full length barrier (i.e. treated wood, tar paper, ice/water membrane) between unit sill and-masonry/concrete surface. Failure to use barrier and sealing it to masonry/concrete surface and unit sill may result in product and/or property damage. Entire barrier must be sealed to masonry/concrete surface to help prevent water infiltration. Barrier thickness must not exceed 1/4". • Frame rough opening to dimensions from the table below according to unit size. • Check sill plate for level. Sill must be level, shim sill plate if necessary. • Check rough opening for plumb and level. If rough opening is not plumb or level, correct as necessary. • Check opening for square by measuring diagonally, upper left to lower right and upper right to lower left corner. If measurements are the same, opening is square. If rough opening is not square, correct as necessary. Rough Opening Width Standard Construction Masonry/Concrete Construction Unit No. Designation 1368 1768 13611 17611 1380 1780 Rough Opening Width 1'-31/2" 1'-71/2" 1'-31/2" 1'-71/2" 1'-31/2" 1'-71/2" Rough Opening Height 6'8" 6'8" 6'11" 6'11" 8'0" 810" t •� t Unit No. Designation 1311 1711 1316 1716 13110 17110 Rough Opening Width 1'3-1/2" 17-1/2" 1'3-1/2" 17-1/2" 1'3-1/2" 17-1/2" Rough Opening Height 1'-1 1/2" 1'-1 1/2" 1'-61/2" 1'-61/2" 110-1/2" 110-1/2" _ TRANSOM _ ._. -Unit No. Designation 2111 2711 2911 3111 (2)4111 (2)5011 (2)5411 (2)6011 Rough Opening Width 2'1" 27" 2'9" TV 41" 5'0" 514" 6'0" Rough Opening Height 1'-1 1/2" 1'-1 1/2" 1'-1 1/2" 1'-1 1/2" 1'-1 1/2" 1'-1 1/2" 1'-1 1/2" 1'-1 1/2" Unit No. Designation 2116 2716 2916 3116 (2)4116 (2)5016 (2)5416 (2)6016 Rough Opening Width 21" 27' 2'9" 31" 4'1" 5'0" 5'4" 6'0" Rough Opening Height 1'-61/2" 1'-61/2" 1'-61/2" 1'-61/2" 1'-61/2"" 1'-61/2" 1'-61/2" 1'-61/2" Unit No. Designation 21110 27110 29110 31110 (2)41110 (2)50110 (2)54110 (2)60110 Rough Opening Width 2'1" 27' 2'9" 3'1" 41" 5'0" 54" 6'0" Rough Opening Height 1'-61/2" 1'-61/2" 1'-61/2" 1'-61/2" 1'-61/2"" 1'-61/2" 1'-61/2" 1'-61/2" 3 v� 2. Prepare Unit If your Andersen Frenchwood Hinged Patio Door will be equipped with Exterior Extension Jambs or Exterior Sill Extension, these accessories must be applied to the Sidelight Unit/Transom Unit BEFORE unit is installed. • Remove unit from carton. • Place unit on a clean flat work surface, exterior side up. • Remove packing blocks. 3. Apply Installation Flanges Head Installation Flange must overlap Side Installation Flanges to the exterior to help prevent water infiltration. • For Transom Units, apply Sill Installation Flanges to kerf in frame. Position short leg of Installation Flange toward interior, centered on bottom of Sill. Place wood block against short leg of Installation Flange and tap, full length, until seated. (Sidelight Units do not use Sill Installation Flanges.) Repeat procedure for Side Installation Flanges overlapping Sill Installation Flanges to -the exterior. • For Sidelight Units, apply Side Installation Flanges to kerf in frame, positioning short leg of Installation Flange toward interior, and positioning flush_ with bottom of sill. Place wood block against short leg of Installation Flange and tap, full length, until seated. • Repeat for Head Installation Flange using the same procedure. Make sure Head Installation Flange overlaps Side Installation Flanges to the exterior. Installation -Guide Head Installation Flange Side Installation Flange Hammer m � Wood Block Sidelight Unit Side Installation Flange Flush With Bottom of Sill 4 4. Install Unit • For Sidelight Units, apply three 3/8" beads of Silicone Sealant to bottom of rough opening in all areas that will come in contact with the bottom of unit, as shown. • Apply 1 /4" Silicone Sealant bead, full perimeter, to back of Installation Flanges or around rough opening 1/2" from edge. Silicone Sealant • From the exterior, lift and center Sidelight/Transom Unit in rough opening. Silicone Caulk Gun Sealant I .nge sidelight/ ransom Unit Exterior View View Installation Guide Silicone Sealant 5 5. Plumb Unit • Check unit, from interior, for plumb and level (vertical, front to back, and sideways). Unit must.be plumb and level. Correct if necessary. 6. Shim and Secure Unit Shims must be applied between jambs and framing to prevent bowing when frame is secured. Lev( 3" Scre Shim Side Jam] • Insert shims from interior between rough opening and Sidelight/Transom Unit. Place shims near each fastener hole_ of unit. Shimming prevents jamb bowing win unit is fastened to rough opening. • FastenAo rough opening through all pretlrilled as=77- tener holes m�iambsfrom the ir�terioc; using, f #1idelightiUnit fasten sides and head For Transom Unitfastensids�head;�and sill: Installation Guide Head. Jamb Interior View Interior View 6 7. Apply Interior Panel Stops • Apply Interior Panel Stops to sides first, then to head and sill. Fasten using 1-1/2" (4d) finish nails. • Apply Interior Panel Stops to sides first, then to head. Fasten using 1-1/2" (4d) finish nails. • Apply Interior Panel Stop to sill using 1-1/2" (4d) finish nails cut to 1 ". DO NOT nail into area 3/4" from Panel to avoid nailing into aluminum, as shown. . B. Apply Exterior Finish and Silicone Sealant • Apply:exterior finish over Installation Flanges leaving 1/4" between unit frame and exterior finish. • Apply a continuous bead of Silicone Sealant around exterior perimeter of unit between frame and exterior finish. Sidelight Unit Cross Section Caulk Gun 1/4" Installation Guide Head/Side Jamb :erior nel Stop ead/Side) (4d) Nail ;ut to 1 ") Silicone Sealant :xterior Finish Exterior View 7 Installation Guide 9. Insulate Around Unit When insulating between the unit's frame and rough opening, or between units when joining, DO NOT overpack batt insulation or overfill with foam. Bowed jambs will result, affecting product performance and/or proper unit operation. • Insert insulation on interior side of unit between frame and rough opening. DO NOT over pack batt insulation or overfill with expandable foam. Finishing, Cleaning, and Maintenance Instructions DO NOT expose unfinished wood to high moisture conditions, excessive heat or humidity. Finish interior wood surfaces immediately after installation. Unfinished wood surfaces will discolor, deteriorate, and/or may bow and split. DO NOT stain or paint weatherstrip, silicone beads, vinyl, glass, or hardware. Acid solutions .used.to wash masonry/concrete will damage glass, fasteners, hardware, and metal flashing. Follow the acid solution manufacturer's instructions carefully. Protect and/or cover Andersen products during -the cleaning process to prevent acid contact. If acid does come in contact with unit, immediately wash all surfaces with clean water. Putty Ki Batt Insulation INTERIOR FINISHING Interior View Read and follow finishing manufacturer's instructions and warnings on each container of finish material for priming, painting, staining, and varnishing. CLEANING Clean exterior frame, sash members, and insect screens using a mild detergent -and -water solution and a soft cloth or brush. DO NOT use abrasive cleaners or solutions containing corrosive solvents. For persistent dirt or grime, use a nonabrasive cleanser or a mixture of water and alcohol or ammonia. MAINTENANCE Immediately sand and refinish any interior wood that becomes stained or mildewed to prevent further discoloration and/or damage. For further information, contact your local Andersen dealer. Dealers can be found -in -the -Yellow Pages under Windows. 8 0 Property Appraiser - St.Lucie Count- FL Page 1 of 1 ,J PROPERTY RECORD CARD Eugene E Reilly Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 241 Bimini Dr ParcellD: 1425-701-0027-000-5 `���UCIP�OG2 Sec/Town/Range: 25 :34S :40E Account*: 8982 y� . Map ID: 14/25S Land Use: SF Res Zoning: RS-4 City/Cnty: St Lucie County '• " Ownership and Mailing Legal Description Owner: Eugene E Reilly Robin Reilly CORAL COVE BEACH -SECTION ONE- BLK 2 LOT 6 AND N 10 FT OF Address: 241 Bimini Dr VAC ALLEY ADJ ON S (OR 3162-2780) Fort Pierce FL 34949-1529 Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 108300 Land Value: 51800 Acres: 0.22 12/29/2009 125000 0001 WD 3162 / 2780 Assessed: 108300 Building Value: 56500 8/28/2007 100 01 PB 2876 / 2280 Ag.Credit: 0 Finished Area: 2111 SgFt 2/28/1989 100 01 DE 0628 / 0642 Exempt: 4/1/1980 0 01 CV 0330 / 0180 Taxable: 711 /1975 7500 01 CV 0241 / 2190 Taxes: 2260.95 BUILDING INFORMATION Exterior Features View: - RoofCover: SA - Asph Shingle RoofStruct: GA - Gable ExtType: HC- - HC- YearBlt: 1975 Frame: Grade: C- - C- EffYrBit: 1977 PrimeWall: WS - Wood/Sheath StoryHght: 0010 -1 Story No.Units: 1 SecWall: Interior Features BedRooms: 2 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/FI: STD 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 3CNT - 3CNT S 1 1 AV AV 1977 1 0100-SF Res BI -Front Ft 80 120 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/pre.asp?prelid=142570100270005 7/18/2011 ... ....... :r r —.E=� 7i-':7­ tr... ....... it.. .... .... O^ t.... ...... . . .... .. ... ^RVEY K(pEHhEN! 3.2 Pro 72 6 Ell ssioprial n A3 I nee!r 41V ue 6 'e 1rc( Oort I # I L ---------- t48P-30!35 fjK 7 ----------- . . . . . . . . . . .. ........ .... ...... . .... .