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HomeMy WebLinkAbout20-22413 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22413 BUILDING PERMIT ` �PERMIT:INFORMAT_ION LOCATIO r N-INFORMATION , , Permit Number: 22413 Address: 39301 9TH AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SUNSET ESTATES Est. Value: Parcel Number: 12-26-21-0300-00000-0040 Improv. Cost: 17,173.00 OWN EWINFORMATION Date Issued: 1/31/2020 Name: HUDSON, RONALD &TERRI Total Fees: 195.00 Address: 13680 UMPIRE RD Amount Paid: 195.00 DERBY, IN 47525 Date Paid: 1/31/2020 Phone: (248)245-2519 Work Desc: REPLACE 7 WINDOW S/S CONTRACTORS . APPLICATION"FEES RENEWAL BY ANDERSEN WINDOW REPLA BUILDING FEE 195.00 V Ins ections Required FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC., MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. TOR E PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Kt , c4vs?� (9 r Date Received: 1 � 151�-,o Site: l3t) )- 9 f A � Permit Type: Wt.Kducjs s'),7",- AV Approved w/no comments:El Approved w/the below comments: Denied w/the below comments: n This comment sheet shall be keptviffi&' permit and/or pl JAN 2 9 2 2y'— witzer-Plans Examiner Date G6fttr*tor and/or Homeowner �,"e ired when comments are present) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 4'' Building Department Date Received 9 CID� _ 14 Phone Contact forPertnittin11 p Owners Name HUDSON RONALD&TERRII. Owner PhoneNumber 1 U a L15-a5)5 owners Address 39301 9TH AVENUE,ZEPHYRHILLS,FL 33542 Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 39301 9TH AVENUE,ZEPHYRHILLS, FL 33542 LOT III SUBDIVISION PARCEL ID# 12-26-21-0300-00000-0040 WORK PROPOSED a IN CONSTR e REPAIR SIGN(OBTAINED FROM PROPERTY TAX=NOTICE)ADD/ALT DEMOLISH PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION r= BLOCK = FRAME = STEEL QC DESCRIPTION OF WORK \C `GG� � �7�n�dW� U ( �� r 'S l 2 e BUILDING SIZE SQ FOOTAGE= HEIGHT BUILDING $ VALUATION OF TOTAL CONSTRUCTION yi® =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. yp" =PLUMBING $ lo, =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING = SPECIALTY = OTHER VVV FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO •BUILDER •( •(;� AMPANY• • Renewal By Andersen of Florida . SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N Address 997 W Kennedy Blvd.Orlando, FL 32810 License# ICGC152613 ELECTRICIAN COMPANY SIGNATURE F REGISTERED I Y/ N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address I License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# IIIIIIIIIIilllllllllllllllllllllllllllllillllltllllllllllllllllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/Iarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsile,Construction Plans,Stonnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW • NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the.fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone"V"unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR MPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER R AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.1 .03 m OWNER OR AGENT waft omn > r o v o = c i n bsw tc Q i e e e this a hi :_�► w m Who a rs nally known to me or has/have produced ave produced `: x o to 2 d.� as identification. identification. 4 r 5 O w M otary Public Notary Public T N O tTl Commission No. Commission No. H ro ua mw o V Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped y o 0 i0 5mM r 0 �o hrh ;.§97 W Xennedy Blvd, Unit 18 new, Orlando, Florida 32810 rs . 6�M- _- de Tel:- 407=803-4722 � `- Fax: 407-386-8262 WINDOW. OEPLACEMENT an.AndersenCbm, any www.RBAFLA.corri :The Better Way to o:Better indoor' co Appointrnents@RBAFLA.com Itt Aft i a Qo -�-\-\ti.}..l .wilding [department: . .l, Jared Mellick.,:License holder of CGC15276-13 for AM,Windows.LLC: Renewal by A f ii �S -it .a � ndersen: of Florida is. giving permission forte to If you. .. y have any questions Qr concerns, please contact our.Perrrmitting Department inrha takes care of pulling permits-on tiny behalf, 40.7=803-4723. reel: ick Pr ent/CEO Renein�aI by Andersen of Central.Florida 997 W Kennedy.Blvd.. :Orlando; FL 32810 407r,803?4723: . - N ary Ke e foregoing.irt trl tment wasecknouvledg d.before tie:this&day of U byJ, 0 Who is personally known to me. Qua Y Lbster Lamar sdr+ NOTARY PUBLICaF -STATE.OFFLORIDA w z ?Comfits#GG354772 . . Expires 7/15/2023 . INSTR#2019220479 OR BK 1 0030 PG 174 Page 1 of 1 12/27/2019 02:52 PM Rcpt:2120967 Rec: 10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk&Comptroller Permil No. Parcel ID No 12-25-21-0300-0DOOD-W40 r� NOTICE OF COMMENCEMETR Stateaf county of JQ�� tf1 THE UNDERSIGNED hereby gives notice that Impremnerdnill be made to certain and property,and In accordance with Chapter 713.Florida Statutes, the fogowing Information is provided in this NoUca of Commencement 1. Daserlptian of Property. Parcel Identlficatlan No. 12-2114143004000MI140 - -- - -- ------------— __-- _ -- Street Addy sw 39301 9TH AVENUE,ZEPHYRHILLS,FL 33542 2. General Description of Improvement Renlaeinp Windows and/or floors Size for Size 3, Owner Information or Lessee information g the Lessee conbected for/he improvement HUDSON RONALD&TERRI =r aM AVENUE Name ZEPHYRHILLS FL Address city Slate Interest in Property: Owner Name of Fee Simple 711feholder. a of different from Omer listed stave) 4. cdress ontractor. R.uvtler�+aasgnmRoida ��I C[�_Q/��,�f�Glry State ° �� Name -7 W Odando FL -1h G� • Address y clry State Contractor's Telephone No.: ( ! �.: 0 0 5. Surely; Name Address City State '� ®. ® 'I 2L - Amount of Bond:S - - --- Telephone No.: - --- - -- --- - - ---- -'�°�w ���`�w - ---- - - -- 9. Lender. None Address City State Lenders Telephone No.: 7. Persons within the State of Fbdda designated by the owner upon whom nolkwa or other documents may be served as provided by Section 713.13(1)(a)(7).Florida Statutes: LU , LU Y 0: Name Q F U J W z J Address (Sty SIMS, O = U Telephone Number or Designated Peraonrt V z U•(n J N owner & In addition to himself,the designates of— !N O O'= W O W to receive a copy of the Uences NoOw as provided in Section 713.13(1)(b),Florida Statutes. Q W II-- � U O Telephone Number of Person or Entity Designated by Owner, O W Z J 03 L16A EVfttian data of Notice of Commencement(the expiration date may not he before the complelion of construction and final payment to the LL ~ 1 .10 W LLcontractor,but wi!be one year rrom the date vl recording unless a d'1lbrerd date is specfied): Q .WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT Z (- } U ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER713, PART1 SECTION713.13, FLORIDA STATUTES,AND CAN iL RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPbiTY. A NOTICE OF COMMENCEMENT MUST se V2 Q ON.RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTI IF YOU INTEND TO OBTAIN FINANCING,CONSULTWITH YOUR LENDER OR ANATTORNEY BEFORE COMMENCIN K OR RECORDING YOUR NOTICE OF COMMENCEMENT, Under penefty at perjury,I declare that Ihaw read the foregoing n e o commencement and the fads steled therein are W e to the bestWOofmy knovdedpe end belief. ♦- ir a- Q } U? STATE OF FLORIDA O= 0: Ll- Q N COUNTY OF PASCO ,or J W O O >- 0 Sig of Ouvnercl Le Owners ar Lessees Authorized LL U U OfllcerlDiredodPertnedMenegor U. O o Q IN W Q �/�i, Slgnetory'anTdlel'Cmra LLI r-� H W Z Y The foregoing inatnrmardvras admovAedged before Ma this=l dsY of.,) Y' .2�,g,try R�.s✓�Q� y 3 Z m as (type of aulhaily,e.g.,oKrtar,trustee,atiomey in tad)for (runne of party o.behalf foof whom InatrwneM was executed). Personslly Known I]0 Produced Identification� p ,�p Notary Signature Type of Identification Produced bj.-S u7-r 7- D y1J!Name(Print) ,(�,rQ�{�,j�_"a ivy+ ;•.; SHANNON MEWCK Commission#GG 300535 =a=Expiws February 11,2023 •'••`•°p;;°�'• Bonded Ttw Loy Fora fowran�te Bg0.3g5.1g19 ' wpdalarbc5lnoticeeommenumen1yc053048 Renewal Agreement Document and Payment Terms Andersen. dba:Renewal B Andersen of Florida { Y . Ron and Terri Hudson ��� Legal Name:1LM Windows,LLC 39301 9th Avenue �i�� CGC1527613 zephyrhills,FL 33542 WINDOW.RE LACtMENT .997 West Kennedy Blvd.Suite Al 1 Orlando,FL 32810 H:2482452519 Phone:407-803-4723 1 Fax: I Customerservice®rbafla.com Buyer(s)Name: Ron and Terri Hudson Contract Date: 12/03/19 Buyers)Street Address: 39301 9th Avenue, Zephyrhills, FL,33542 Primary Telephone:Nurtiber: 2482452519_ _. Secondary Telephone Number: rhudson2@ mail.com:. Primary Email: 9 .. . Secondary Email:: Buyer(s)hereby jointly and severally agrees to:purchase the products and/or services of JLM Windows,LLC d/b/a Renewal By Andersen of. Florida("Contractor"),inaccordance with the't, s acid conditions described in this Agreement,Document and Payment Terms,any. documents listed iri:the Table of Contents,and any other document attached to this_Agreement Document,the:terms of which are all agreed to by the parties and incorporated herein by reference(collectively,this"Agreement').Buyers)hereby agrees to sign a completion certificate after Contractor has completed all work under this Agreement. Total Job Amount: $17,173: By signing this Agreement,you acknowledge that the Balance Due-and the Amount Financed.must be rtiade by personal check,bank check,credit card,or cash: Deposit Received: - $p Balance Due: '$17,173 . Estimated Start: Estimated Completion: 10-12 weeks 1-3 days Amount Financed: $17,173 Method of Payment: Financing We schedule installations based on,the date:of the signed contract and secondarily on the date in Which.We complete,the technical measurements.The installation date.that we:are providing at this time is only an estimate.We will communicate an official date and time at a later date..Rain and extreme weather are.the most common causes for. delay,. . ... Notes: Remove and replace.any.rotted or softness in jams of windows. Buyer(s)agrees and understands that this Agreement,constitutes:the entire understandings between the parties and that there are:no verbal understandings changing or modifying any of the:terms of this Agreement.No:akerations to or deviations from this:Agreement will:be valid Without.'the signed,written'consent of both the Buyer(s)_and Contractor.Buyer(s)hereby acknowledges that Buyer(s) 1)has:read this Agreement, understands the.terms of thi" Agreement,and has received a completed,'signed,and dated copy of this Agreeritent,including_. . the"two attached Notices.of Cancellation,on the date first written above and 2),was orally informed.of Buyer's right to cancel this Agreement. . - NOTICE TO;BUYER;Do.not sign this contract if blank.You are entitled to a copy of the contract at the time you sign. YOU,-THE.BVYER,_MAY CANCEL THIS TRANSACTION AT ANY TIME NOT LATER THAN MIDNIGHT OF'12/06/2019 OR THE THIRD BUSINESS DAY AFTER THE DATE OF.THIS TRANSACTION, WHICHEVER.DATE IS LATER..SEE THE ATTACHED 1VOTICE OF.CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT Legal Narne:7LM Windows,LLC - dba:Renewal B Andersen of Florida Buyer(s) Signature of Sales Person ;: Signature Signature Grady Sturgess:III Ron and Terri Hudson Print Name of Sales'Person Print Name Print Name UPDATED: 12/03?19 Page 2 / 20 Renewal Itemized Order Receipt Andersen. dba:Renewal B Andersen of Florida � Y Ron and Terri Hudson Legal Name:JLM Windows,LLC 39301 9th Avenue CGC1517613 2ephyrhills;FL 33542 WINDOW-RE ueEMExr .997 West Kennedy Blvd.Suite Al 1 Orlando,FL 32810- H:2482452519 Phone:407-803-4723 1 Fax: I Customerservice®rbafla.com D• ROOM: 16.1 Farnily room 74 W Window: Gliding, Double, 1:1, Active/ Passive, Base Frame, 50 H Exterior White,.Interior White, Glass: All Sash: High Performahce,SmartSun Glass, No Pattern, Hardware: White, Screen:,Tr.uScene, Full.Screen, Grille Style:Grilles.Between Glass.(GBG), Grille Pattern: AII'Sash: Colonial,3w x 4h, Misc: Misc project,,Mock check rail to make look like double hung windows 102_ Bathroom: 36 W Window: Awning, Base Frame, Exterior White, Interior White;. 25 H Glass: All Sash: High Performance SmartSun Glass - , Obscure, -Tempered Glass, Hardware:.White, Screen: TruScene, Full. - Screen, Grille Style: Grilles Between Glass (GBG);Grille Pattern: All Sash: -Colonial 3w x 2h, Misc: None. 163 Guestroom1 36W Window: Double-Hung.(DG), 1:1, Flat Sill,.Base:Frame, 50 H Modern Checkrail, Exterior.White, Interior White, Glass: All Sash: High Performance SmartSun Glass,, No Pattern, . Hardware: White, Screen: TrtiScene, Full Screen, Grille Style: Grilles Between.Glass (GBG), Grille Pattern: All-Sash: II-Sash: Colonial 3w x 2h, Misc: None: . 104 Guest.room 1 36 W. . Window:'Double-HOng (DG), 1:1; Flat Sill, Base.Frame, 37 H Modern Checkrail, Exterior White; Interior White,'Glass: A1I Sash: High Performance SmartSun Glass, No: Pattern, Hardware:White, Screen: TruScene; Full.Screen; Grille- Style-Grilles Between Glass (GBG), Grille Pattern:-All Sash: Colonial 3w x 2h;,Misc: None UPDATED: 12/0V1,9 Page 3-/ 20 Renewal Itemized Order Receipt Andersen. dba:Renewal B Andersen of Floiida i Y . Ron and Terri Hudson Legal Name:JLM Windows,LLC 39301 9th Avenue ���� CGC1527613 Zephyrhills,FL 3354.2 wiNoow NE LACEMEMT 997 West Kennedy Blvd.Suite A18 1 Orlando,FL 32810 H:2482452519 Phone:407-803-4723 1 Fax: I Customerservice®rbafla.com • ROOM: 105- Master 36 W Window: Double-Hung (DG), 1:1, Flat Sill, Base Frame, 37 H Modern Checkrail, Exterior White; Interior White, Glass:All Sash: High'Performance Sma'rtSun Glass, No Pattern, Hardware: White, Screen: TruScene, Full Screen, Grille-Style, . Grilles Between Glass (GBG), Grille Pattern:.All Sash: Colonial 3w x 2h,'Misc: None 106":- Master 36_W Window; Double-Hung (DG); 1:1, Flat Sill, Base Frame, :. 50H _ : - - . Modern Checkrail, Ext'erior;V1/hite; Interior White, Glass.: All. Sash: High P.erforriance SmartSun Glass, No Pattern,,' Hardware: White, Screen: TruScene, Full Screen, Grille Style,: No Grille; Misc: None 107- . master bath 18 W Window: Double-Hung (DG), 1:1, Flat Sill; Base Frame, . 38 H -. - Modern Checkrail, Exterior White; Interior White, Glass; All Sash: High Performance SmartSun Glass,.Obscure, Tempered Glass; Hardware: White, Screen: TruScehe,.Full Screen, Grille Style: No Grille, Misc: None WINDOWS:7 PATIO DOORS:0 :: SPECIALTY:0. MISC:0. TOTAL. $17.,173 -. Renewal by Andersen is committed to our cristomers'safety by. complying with the rules and lead-safe work practices specified by the EPA. UPDATED: 12/03/19 Page 4/ 20 Renewal . Order Summary byAndersen. dba:RENEWAL BYANDERSEN OF FLORIDA RON AND TERRI HUDSON Legal Name:AM Windows,LLC I License#CGC152761.3 39301 9th Avenue 997 West Kennedy Blvd.Ste A-18 1 Orlando,FL 32810 Zephyrhills,FL 33542 wiMoow NE �•ceMExr Phone:467-803-4723 1 Fax:407-386-8262 I concierge@rbafla.com Measure Tech:Grady Sturgess Ili,(404)328-8339 H:2482452519 1 C: 1311 ROOM SIZE DETAILS . 106 Master 36" ' SO" Window: Double-Hung(DG), 1:1, Flat Sill, Base Frame, Modern Checkrail, Exterior White, Interior Whit Glass: All Sash: High Performance SmartSun Glass, No Patter Hardware: Whit Screen TruScehe, Full Scree Grille Style: No Grill Misc: Non Construction: None Material: None .107 master bath 18" 38". Window: Double-Hung(DG), 1:1, Flat Sill, Base Frame, Modern Checkrail, Exterior White, Interior Whit Glass: All Sash: High Performance SniartSun Glass; Obscure,Tempered Glas Hardware: Whit Screen: TruScene, Full Scree Grille, Style: No Grill Misc: Non Construction: None Material: None PRODUCTS:7 WINDOWS: 7 PATIO.DOORS:0 SPECIALTY: 0 MISC: 0 Updated 12/3/1-9 . Estimated Duration: •••• FLOOR &ACK r ` - UNIT NOTES x x .106 107 I 105 l S SIDE + 104 i I f - 103 k' 102 1 1- 101 FRONT! JOBPHOTOS 12/03/19 Page 3 / 14 eLg BCIS Home' Log,In, User.Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us �..BCIS SIte,Mep Links. Search - a �.i °:° Product.Approval, lom .. .� �'� USERi Public User r . Product AODroVal Menu>Product or Aeelication Search>Aooliration Lisf Application Detail -- FL# - FL19563-R3 Application Type Revision Code Version 2017 Application status Approved' ALL WORM SHAL L COMPLY 1NlTF� RVO�ILINK D . . DES FLORI A SUIioDING C®®E' . CODE- -Comments : NATIONAL ELECTRIC CODE" AND T- HE .. Archived - r ORDINANCE®F ZE E. 01�RFlI�,� .Product Manufacturer. Andersen Corporation - Address/Phone/Email 100 Fourth Avenue North Bayport;MN 55003' . (651)264 5308"- d alan.barsta @AndersenCorp.com Authorized Signature Alan Barstad A alas.barstad@AndersenCorp.cor REVIEW DATE JAN-2 CITY.OF ZEPHYRHIL .S Technical Representative 1�LY11V EXAMINER: Address/Phone/Email - . , Quality Assurance Representative Address/Phone/Email :Category Windows Subcategory: Horizontal Slider :Compliance Method Evaluation Report from a Florida,Registered Architect or a Licensed . Florida Professional Engineer. ❑ Evaluation Report-Hardcopy Received Florida Engineer.or Architect Name who developed Hermes F.Norero;P.E. the Evaluation Report -Florida License _ PE-73778 :Quality Assurance Entity Window:and Door Manufacturers Association-QA Quality Assurance:Contract Expiration Date 12/31/2020 .Validated By Locke Bowden RE: . . O Validation Checklist-Hardcopy Received Certificate of.Independence FL19563 R3 COI COI Andersen SS 2015-08-31.odf :- - - „ . Referenced Standard and Year(of Standard) Standard Year . AAMA/WDMA/CSA'101/I:S.2/A440 2008 1 AAMA/WDMA/CSA 01/I S.2/A440 2011 Equivalence of Product Standards Certified By. - Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/17/2018 Date Validated 12/17/2018 Date Pending FBC Approval 12/26/2018 . Date Approved 02/19/2019 Summary of Products FL# - Model,Number or Name' Description 19563.1 Renewal Series Renewal Glider Window Limits of Use Installation Instructions Approved for use in HVHZ:No. FL19563 R3 II AWD243.SS 2018-12717:Ddf Approved for use outside HVHZ:Yes - Verified By: Hermes F. Norero,-RE.FL PE No:73778 Impact Resistant:.No Created by Independent Third Party:Yes Design-Pressure:N/A Evaluation Reports Other:.$ee Installation Instructions,AWD243,and FL19563 R3 AE PER5898 SS 2018-12=16.pdf ' Evaluation Report,PER5898,.for sizes,design pressures,and Created by Independent Third Party:Yes _b .: •. installation requirements. Contact Us;::-2601 Blair'Stone Road:Ta Ila hassee FL:32399 Phone:850-487-1824 - The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida,:;Privacy Statement Accessibility Statement::Refund Statement _ - Under Florida law,email addresses are.public records.If you'do not want your e-mail address released in response to a public-records request,-do not send electronic - -_ _ mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section ,. 455:275(1),Florida Statutes,,effective October 1,2012,licensees licensed.under Chapter 455,F.S.must provide the Department with an email address if they.have ' one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a .. ' - personal-address—Please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter .. - .. - 455,F.S.,please click here. .. • - Product Approval Accepts: .. Ciredit:.C&d.. Safe : . . . Andersen.. ANDERSEN.; CORPORATION . g . . ® RENE.WA'L:.BY ANDERSEN SERIES GLIDER V1/1ND.OV1/ :.•�-. ••�•. 300 FOURTH AVE NORTH . .. 9AYPORT,MN 55009-1D96 . (NON-IMPACT) (NON-HVHZ) PH:16511261.5150 FA:(661)36b5065- Z: . . .DESIGN PRESSURE RATING -" SIZE' •CONFIGURATION• DESIGN PRESSURE SASH WIDTH RATIO - - - - ..' t7 _.. a K Z 5 GENERAL NOTES: _ r - 72"%80" - XO. " '+40.0/-40.0 PSF 1:1 - - TABLE OF CONTENTS - s O= z 10 a 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND 96"X54 XO +40.0/=40.0 PSF' "2:1 SHEET REVISION SHEET DESCRIPTION z p z Z s MANUFACTURED TO COMPLY WITH THE:CURRENT EDITION - <3 Z "' m FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS. 96".X 72" 'XCI ' +40.0'/-40.0 PSF 1:1 1 - GENERAL NOTES&GLAZING DETAILto BEEN EVALUATED ACCORDING TO THE FOLLOWING: 108"%S4" XO +25.0/-25.0 PSF 1:2' 2 'ELEVATIONS"' wZ }DO •-AAMA/WDMA/CSA 101/13.2/444"8/11 108"X 72". XCI '" 4.20.0/-20.0 PSF 1:2 W 3 . .2. ADEQUACYOF THE EXISTING STRUCTURAL" '. 56"X 60": XO +40.0/-40.0 PSF -1:2' ¢ \ - CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING", 74"X Se •.XO +40.0/-40.0 PSF' •". 1:2 4 " ANCHOR LAYOUTS W AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF - 5 -' "ANCHOR LAYOUTS F a WITHSTANDING AND TRANSFERRING APPLIED PRODUCT' 74"X72": 'XO +35.01-35.0 PSF 1:2 LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE : 48"X 48" XX• +40.0/-40.0 PSF' '1:1 6' - VERTICAL SECTIONS: REMARKS BY DATE: ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 7 -HORIZONTALSECTIONS. ' INSTALLATION. - 72"X 80" XX +30.0/-30.0 PSF - 1:1 " . 96"%S4" XX, . ' .+35.0'/-35.0 PSF" . ' ." 1:1 8 I - - ANCHOR DETAILS: ' :3. SX AND 2%BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 96'%60 XX +35.0/-35.0 PSF 1:1• 9 -INSTALLATION NOTES&ANCHOR SCHEDULE' STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 96•X 72" -XX. +20.0/_20.0 PSF 1:1 RESPONSIBILITY OF THEENGINEER OR ARCHITECT OF. oAur rroreir¢vAmuumxomorarmAssra RECORD FOR THE PROJECTOF INSTALLATION." - 144'%54- XOX +30.0/-30.0 PSF , 'I:1:1' sneDatF mxomoxscurslixsTAUArnwrooEvuTE .. .. .. .. woenrxc N:ouo¢uwrsooMCD c__ .. .. - 144•X 72°. . XOX' ' - ""+25.0/-25.0 PSF-' ..' -1:1:1 -. .. 3/4"O.A:INSULATED' � wcw¢AOAAnaarzavuurxroA�mE N¢cux 4."INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A' GLASS °0o1Mfi1^'ro"�WRMT16DOO1A'Q^ " 94"X 60"" XOX. - "+40.0/""-40.0"PSF 1:1:1 ` :TOLERANCE.OF tl/41NCH ORTHE DEPICTED.LOCATION IN: Dig@ally s19n vid""JF Norero,P.E THE ANCHOR LAYOUT DETAIL(I.E.;WITHOUT. '84"X80"", XOX +35.0/-35.OPSF- 1:1:1, Reason;�p is kwent _ : EXTERIOR "INTERIOR 1I Ir CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT .. ". Date: 2, I� 144"X 54 XOX +30.0/-30.0 PSF 1:2:1 " CUM ULATIVE FROM ONE INSTALLATION ANCHOR TO THE - -♦♦ ..... • NEXT. 144"X72 XOX :+25.0/-25.0 PSF ``. `.\•E.. 84"X60". 'XOX +40.0'/-40.OPSF' 1:2:1'. v:�' .N 7 _� 'S. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE '' r GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR: 84'X80 XOX +35.0/-35.0 PSF 1:2:1 ' SILICONE ` *' *' "� .ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION .BACK'BEDDING' r r ='O S A OF TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, "" DESIGN PRESSURE UPGRADE RATING i .• i•1/2"GLAS$ �•� [V ti mA LICENSED ENGINEER OR ARCHITECT SHALC PREPARE SITE" r 'BITE !��.(� O ADP.' <v SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN SIZE CONFIGURATION,' DESIGN PRESSURE 'SASH WIDTH RATIO. . �i�FS G\"♦♦♦ ..E NON-HVHZ AREAS: - - ` / ��' S O EN ``♦ .. .. ." 56"X 48":" %O- .461.0/-79.6 PSF 6. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON `` H[r6�lfJ 4Re'!r73M '40"X 40" XCI _ +81.0/-100.0 PSF' 1:1 rtOrmA D N.Yma THIS PRODUCT IN AREAS REQUIRING,IMPACT RESISTANCE. Dn Dams,VD. s9e E.D oANIA ACK Rlw./3a ." .' 88".%64" %O,- �42.0/-03.0 PSF,' : 1:1 _ - � DAwA ecAw.rl amo� .7. WINDOW FRAME MATERIAL:FIBRE%&PVC '74"X72". XO +50.0/-50.0 PSF 1:1 'GLAZING DETAIL' . .. .. " roc OAY.Or Aun+0aWt101 Hu aaeTe ' 8. IN ACCORDANCE WITH THE CURRENT EDITION FBC WOOD : 74"X 64" XO +50.0/-6S.0 PSF "1:1, FL#: ,' (] - COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED 108"X-72" XOX. : +26.0/-26.0 PSF. 1:1:1&1:2:1• GLAZING NOTES: .. FL19563 A OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN 1. ''GLASS TYPE&THICKNESS SHALL;COMPLY WITH ASTM E1300, CHAPTER 23. - " ' • ' 120 %64" KOX +28.0/-28.0 PSF' " . . 1:1:1&1:2:1 .','REQUIREMENTS AS WELL AS APPLICABLE SAFETY GLAZING, DATE: 11"07"18, - 9. GLASS SHALL MEET THE REQUIREMENTS OFASTME1300," :56"X48" ' : " XOX : " " "+61.0/-79.0PSF 1:1:1&11:1 REQUIREMENTS PER THE FBC.TEMPERAND SAFETY GLAZING• DWG.BY: " .. CHK.BY: ._ GLASS CHARTS.,SEE SHEET I FOR GLAZING DETAILS. .74"X 64" XOX' +50.0/=65.0 PSF 1:1:1&1:2:1 'REQUIREMENTS SHALL BE REVIEWED ON"A SITE SPECIFIC BASIS. RV" H FN .108"X 64 " XOX. ' '.+40.0/-40.0 PSF . ' "1:1:1&1:2:1:•.• 2.. SETTING BLOCK DUROMETER HARDNESS OF 70-90(SHORE A)AS SCALE: ' NTS ? - :REFERENCED IN FBCCHAPTER 24. " `wL_ ". ". •. *SEE FRAME DESCRIPTIONS ON SHEET 6&8 •. - 3.' SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS DWG.#: -AW D243 WIDER THAN 36"AS PER FBC CHAPTER 24. 1. DP UPGRADE PRODUCT POSITIVE RATING IS DRIVEN; : 4,. D.L.O.AND DESIGN PRESSURES MAY NOT EXCEED MAX VALUES IN' SHEET: •BY,STRUCTURAL ONLY.WATER IS NOT INCLUDED. " DESIGN PRESSURE TABLES ON SHEET 1. .: 2; DP UPGRADE PRODUCT MUST BE INSTALLED " -THROUGH FRAME ONLY,EXCEPT ON SILL WHERE' " JAMB_CLIPS MUST BE USED: ' OF 9 � .. Andersen. .UNIT MAX. 'UNIT MAX., .. .. ... WIDTH 96". ._ �� � WIDTH T 10 8" MAX D.L.O: MAX.D.LO. MAX .:D.LO. MAX.D.L.O. " 43,35/16 4315/16" 335/16"' '663/8"' �xoD Doa .p .• 1DO FOURTH AVE NORTH 6 6 BAYPORT,MNS5003-1096 . .PHt(651)264.5150 FX:1651)264-5485 .. - D. A. ..A .. .. C. F - l7�ra. 0�27 e UNIT MAX: 7 .7. 7 7 UNIT MAX.: .7 .7. : 7 7 w'z> o. O 3 3 xR_$e MAX. D.LO.- - MAX.- D.L.O. z a .O m m HEIGHT HEIGHT. ."X" - - — "0•. - HEIGHT HEIGHT. •X" ."0" — .. — J_zz z E y 72': 65". .. - .. .. 72" 65".. .. .. .. - .. .<3 z K W .. .. .. lz co 1-- d ELEVATION .' ELEVATION: REMARKS BY DATE. 96'X 72'.'XO UNIT. 108"X 72".XO UNIT . . ALTERNATE MEETING STILE LOCATIONS- 1:1 SASH RATIO 1:2 SASH RATIO MAY BE USED SUCH THAT MAX.DLO _ DIMENSIONS SHOWN HEREIN ARE NOT .EXCEEDED:UNEQUAL SASH RATIO NOT - AVAILABLE FOR ACTIVE/ACTIVE(XX)UNITS. : � � � � � � - A+Arxman¢aACTFulmimmoxsFOAAmE - - REcvsnEmxonmrarAu¢msrABATroxrooFvuEC .UNIT MAX. .. - .. a6an>toA Aomcn PAEPAAcvrtsocaBc P - - - DDOIMFNISEDaE14 wmEErns DDcuram. .WIDTH72" : ���2lrrrrr UNIT MAX: .. .. .._ WIDTH 96" .. - MAX:D.L.O. 'MAX.D.L.O..' wwwwww MAX.D.L.O. MAX.D.L.O. 3115/16". 3115/16" `��\. ,. •• �i��: 4315/16" 4315/16" 'A. B. - _ `` .•�\•E.• �O ' S A7 OF o: 0 1 UNIT. MAX. .. .. .. .. "MAX. D.L.O. D .A .. C F - HE /rI�ORliit?ai - UNIT MAX.' :D 'A - - C F. HEIGHT HEIGHT .7 7. 7 :7. n��- - MAX. DROPS.INC D.LO. •7 7 7 7 80 73". 398 E.OA BEACH Sm.0 Me - - HEIGHT HEIGHT - .. -. DAN[A BEACH,n 3soa 4 .- •X".. "X". .. .. "X'' .. "X" f®E CERT.Or AUMd82ATM Hn 20578 72". 65" - - L N: 7 F FL19563 DATE: 11.07.18 DWG.BY: CHK.BY: R .. - SCALE:V NTS H Dwd.'s: 'AWD2'43 ELEVATION ELEVATION '. : SHEET: 96"X 72"XX UNIT' .72'1 X 80"XX UNIT 1:1 SASH RATIO 1:1 SASH RATIO OF.-9 WIDTH 84". _ Andersen.. s MAX. MAX.' : MAX. UNIT MAX. .24 � � .. � .. WIDTH144. .. -. • LO.: D.LO. ' D.L...O: 5/8" 24 5/8"' 24 5/8'. NIAX.D.L.O.: MAX.D.LO..' MAX.D.L.O. . DDR A. .B .44 5/8"- 44 5/8" 44 5/8" ; .. '6. 6 - .. - .. .. .. .. .. 100 FOURTH AVE NORTH .. 'A B. DAVPORT,MN SSDD3-1D96 :6: 6 PH:I6511261.5150 FM6511264-S485' U� C. F. v 0 .UNIT MAX.. : - W z o 0 a a M MAX. D,L:O. 7 7 W z=. P o ur s a , .. ..HEIGHT HEIGHT. �X. "0.. ..X .. "X°..' ^O°.. ;.X. - '^`"z0. _ a D A UNIT' MAX. 7 7 7. .7 80"' .73". .• MAX.,. D.L.O. HEIGHT HEIGHT . . .. .. .. .. E .: .. . .. c m 72" 65". E E E . Z z 7 7 �3 .c REMARKS BY DATE: NOTE: .. ALTERNATE MEETING STILE ELEVATION ELEVATION LorAnoNsrAVBe USED SUCH THATMAX.X 80"XOXUNIT: 144"X 72"'XOX UNIT: S ,MAX.DLO DIMENSION 1:1:1 SASH RATIO 1:1:1 SASH RATIO SHOWN HEREIN ARE NOT' . . . - '.EXCEEDED.. DMArnm RETu:vAcnuumnDnrora FDRAsna . - SMIF EEwxomoxsaus[wsMu DNTODEVMEP _ - - FRO-EREDUMMM-DET/ OHE-LAMMED ' UNIT MAX. �� '' _ [xcw[uoRAncx�rtcrsxAuvR[vAusrccsxaxc . WIDTH 84" DDNMFNISF RUSE WIIHINDDMDMFM. MAX. .MAX: MAX. UNIT MAX. ``,`1\ D.L.O., D.LO. D.L.O... WIDTH 144" �� 18 7/16" .36 7/8" 18 7/16" . _ MAXk�7 ' D LO MAX.D.L.O. .MAX.D.LO.. �� E '•N �O i .. .. � 66 7/8" � '33 7/16 o S A OF it ,/ •. .�/. ::a UNIT MAX.. D A - - .7.' 7 ii��'FS O - MAX. 'D.LO. 7 7 .. .. .� .. .. D•' A .. .. - C F Ei>�lgtM}a.[ .HEIGHT HEIGHT �. .7 7 _ 7 7 euim�cPDRros ne°. 80" 73" :X.. ^0^ .^X UNff MAX. %"• "O: ^X.: .nse oArDaA euawrt61 au MAX.: D_.LO. FSPc CERt.Or AUIHWMTM Ru 29578. - - _� _ .. : .. .. HEIGHT EIGHT .. : . . H T .H FL'N:. 72 65 FL19563 . DWG.BY: CHK.BY:� .. - .. .. SCALE:v° NTS H F • DWG.a: AWD2'49 ELEVATION ELEVATION'... . . SHEET:. 84"X,80x.XOX UNIT: 144"X 72"XOX UNIT 1:2:1 SASH RATIO 1:2:1 SASH RATIO OF 9 Andersen. . TWO INSTALLATION ANCHORS.{SEE, - .. WMA ..a :TABLE ON SHEET 9'ATMEETINGSTILE' - .g MAX.O.C.SPACING END LOCATIONS THROUGH HEAD,. S . ,SEESCHEDUL£ SPACED 2.5"ON EACH SIDEOF:MEETING 'RENEWAL SERIES GLIDER ANCHOR SPACING _ -E••>«••ODOR - 'STILE... . CORNER OISF. FROM' MAX O.C.MAX D.C.MAX D.C.DC 100 FOURTH AVE NORTH SEE SCHEDULE' " EXCCUDESUNIT55,36"X4BP, "- INSTALLATION BAYPORT,MNSSDD9.1096 . CONFIG. CORNERS HEAD SILL JAMBS INSTALLATION NOTES:', PH;I6sR264.625D Fx:IBsil264.549S METHOD. IN) , (IN) (IN) . (IN) HFRAS FRAME INSTALLATIONS, E�UTIONS, H SILL • � t � � t FORTHR011G „ - INSTALLATION CLIP M B E i Z e 0 NAILFIN 3.5 3.5.'. 3.5;' 3,5 Ii• •IN LIEU OF FASTENERS THROUGH FRAME, o a g - _ SPACED IN ACCORDANCE WITH THE O•= INSTALLATION• •INSTALLATION CLIP SPACING REQUIREMENTS W ; o: a 5 .0 �; - 5 15.25 .15.25' '16 LISTED IN THE ABOVE TABLE. g MAX O.C.�SPAGING O,iV CLIP `FOR CUSTOM SASH RATIOS,USE WORST CASE SEE SCHEDULE -- % !•! THROUGH' •SEE' . ' ANCHOR SPACING'BETWEEN EQUAL SASH AND .a ,0 ~ FRAME 5.5: 10.125', NOS. 15.25' 1:2 OR 1:2:1 SASH RATIOS FROM TABLE ABOVE. .3�.. Q. -+ - REFER TO SHEET 1,SEE TABLE ON SHEET 9 FOR Z a m .O 'ANCHOR TYPE DEPENDENT ONINSTALLATION w3: m 0 NAILFIN 3.5, 3.5 3.5 3.5 - METHOD AND SUBSTRATE. w INSTALLATION w . '0 LLIP 5.5: 15. . 15 16 i f 6 N ^! THROUGH 'SEE. REMARKS BY DATE: CORNER DIST.. - ,�+ SS .11.25 17.25 FRAME. NOTES, sEEscHEDut£ TYPICAL ANCHOR-LAYOUT: XO OR OX GLIDER 1:1 SASH RATIO - ' DMAY NDf PEfIECT ACIVA.L[ONDNIDMS iDP ASP[Ui SIROMTRECONDIEMENTSOUNUDHEM4,A-YMYE EPDMTH[REpUMEMENTS DETANED NE0.pN,A pU:NSED . .. .. .. [NGiNLIR pRAROERFR4NALL PREPARE5NE5PFUNC .. .. .. - .. •. .. pDEYJN£NISPDRUSE TH60OfSfSlkM. -TWO.INSTALLATION ANCHORS(SEE MAX.O.C.SPACING' .TABLE ON SHEET 9)ATMEETINGSTILE ````tiiilitttNJJ�'+ SEE SCHEDULE END SPAC D 2:5IONS THROUGH ON EACH S DE OEF MEETING �` -.". r��� STILE RENEWAL'5ERIES-DPUPGRADEGLIDERANCHORSPACING �� ;�'� 4.. -CORNERDIST., STILE. ESUtZifS536"%46" ` SEE SCHEDULE _ �. :"�` �0 - INSTALLATION. :FROM MAX O.C,MAX O,C:MAX O.C. 'INSTALLATION NOTES: .. N 7 7 " ' CONFIG.&SIZE CORNERS HEAD: SILL. JAMBS $ A OF ti•; METHOD . DP:UPGRADE PRODUCTS WHEN ANCHORING : -0 (IN) '(IN). {IN) (IN)- WITH j'ITW�TAPCON FASTENERSTHE JAMB T THROUGH FRAME& - SHIM MUST BE USED BETWEEN THE FRAME. .-a•o'X .JAMB CUP.INSTALL' 5.5 9 9 -9 AND THE 1/4 INCH SHIMSTACK.JAMB SHIM '��i��SS NGt � �?, {SiCLQNLY} -NOT REQUIRED WHEN USING JAMB CUP FOR MAX.O,C.SPACING .. .. SILL FASTENING; xEF�fl ki PONSII)b.t. 3EE SCHEDULE q'g'a THROUGH FRAME& R 'DROM W°' '(�'`� 03 Q'x JAMB CUP INSTALL. 5.5 ` 9 9 9 wn c DA UAW BLVD, {511CONLY}. .. .. FL'q: �1[� L ox JAMB CLIPFINSTALL S.S.• .9. 9 9` FL19563 IsiLLQNLn 11A7.18 - 'p W R THROUGH FRAME& - _ DWG.�BY: CHK.BY. - - 03,�n _ JAMB CLIP INSTALL 5.5' .12.5: MS '12.5 - .. .. V- HFN CORNER DIST._� - '. - - - - ISILLONLY}. . ' ;SEE SCHEDULEry - . . - �. i THROUGH FRAME& SCALE: NpTS ry .. %TYPICAL ANCHORLAYOUI''� - o'tl.O x 'JAMB CUP INSTALL 5.5 15.25. '15.25. 1925. � .. DWG•#: �A V.VD243 XOGLIDER sbc m (SILL ONLY) SHEET: ALL METHODS OF INSTALLATION REQUIR :1:2 SASH RATIO- A CONTINUOUS "BEAD OF SILICONE .. : d BELOW THE SILL, OF 9 .ggg TWO INSTALLATION ANCHORS(SEE AflaefSefl. - .INSTALL NOTES SHEET 1)AT EN MEETING STILE END LOCATIONS. THROUGH HEAD,SPACED 2.5"ON EACH RENEWAL SERIES GLIDER ANCHOR SPACING .SIDE OF,MEETINGSTILE.. .,R••.,.NN•., CORNER DIST. MAX:O:t SPACING .FROM: MAX O.C: MAX.O.C. MAX O,C. ,INSTALLATION NOTES: SEE SCHEDULE SEE SCHEDULE• EXCLUDES UNITS 5 36°X 48". 'INSTALLATION. • .. " rr :CCINFIG. CORNERS 'HEAD :SILL' JAMBS 10o FOURTH AVE hORTH METHOD :(IN) .3096 ' (IN) (IN) (IN) • -FOR THROUGH FRAME PH:16911 BAYPORT,ORT,M NNc:N 560030311 264-54e5 _ INSTALLATIONS,INSTALLATION 0, NAICFIN .:'3.5'' .35 3.5 3.5.: "CLIPSMUSTBEUSEDATTHESILLIN u c p : LIEU OF FASTENERS THROUGH' t�— z A - FRAME,SPACED IN ACCORDANCE z G• .e. . y. INSTALLATIONo a Eri 5.5, 14,5.. 14.5 16 : WITH THE INSTALLATION CLIP a MAX:O.C:SPACING - : p. CU P. .. SPACING REQUIREMENTS LISTED IN" l7'i:N 0 G ' u,. •x .SEE SCHEDULE - THE ABOVE TABLE. w z> p 3 3^3 b x.,; THROUGH S.5' ; 10:375` ' SEE 21.5, FOR CUSTOM SASH RATIOS,U3E` 2 0 x .5 m s Z A ., _ •, ;• .. '.• FRAME ' NOTES WORST CASE ANCHOR SPACING Ew^2 0 0 :0 . BETWEEN EQUAL SASH AND 1:2 OR a o'z Z 0 3W .. F , .NAIL FIN, 3.5'. .3.5 .IS � IS ;'1:2:1 SASH RATIOS FROM,TABLE 3 Z' a 7 0 4y: ABOVE. z_ m m - _ INSTALLATION REFERTOSHEET 1,INSTALLATION a 3' CUP' 5.5 12.125 12.125 16 . NOTE5411FORANCHORTYPE �• 0 DEPENDENTONINSTALLATION •• W ?c N THROUGH SEE METHOD AND SUBSTRATE. I-' . ,i.. FRAME. 5.5 10.5 NOTES 22 r- i CORNER DIST. .. REMARKS - BY DATE: . SEESCHEDULE TYPICALANCHOR LAYOUT " XOX GLIDER 1:1A.SASH'RATIO: RENEWAL SERIES DP UPGRADE GLIDER ANCHORSPACING urxonf ERnRunEmxomoNsrofAsvfan TWO INSTALLATION ANCHORS(SEE - - ­FvrtmxomorswuEiNsr 0NTODE E . INSTALL NOTES 7-9�SHEET 1)AT REM--MENRDRAAED ARaH,ALICERSEB fNGME[RORARa1RFR5HALLPR K...Y[aRC MAX.O.C.-SPACING o vMeNSFCRUEwmN oavrzN. t : SEE SCHEDULE MEETING STILE END LOCATIONS INSTALLATION. FROM MAX O.C.MAX O.C.MAX O.C. CORNER DIST. ,: - - IDLE F MEETING'THROUGH HEAD,SSTI STILE., 2.5"ON EACH CONFIG.&SRE 'METHOD �(IN) `(IN). (IN)'.RNERS HEAD SILL ,(N)S" ;,\\\J I I tl iltO�''',' EXCLUDES"UNIT55 36"X48' •• .SEE SCHEDULE r _ .```� .•�.E.. THROUGH FRAME'&- V K.0 0 x- JAMB CLIP INSTALL 5.5 9' .9 9. N • ./. ../. // .- - •.i (SILLONLY)' - OF ' y J Z. _*'. �. o S A • I _ INSTALLATION NOTES: 1. ti .THROUGH FRAME& _ .. iiT O LOP:• �lI`� MAX.O.C.SPACING - G 'a,c'.x• IAMB CUP INSTALL '5.5 9 9; .9 DP UPGRADE PRODUCTS WHEN • "SEE SCHEDULE .. .. x ti,\�a. .. ANCHORING WITH ITW TAPCON i���S O n '(SILLONLY) Y /� - t FASTENERS THE lAI01BSHIM NEON►1 P�0aE1zs?a.� F1II�A N•7l - MUST BE USED BETWEEN THE BueaRe 0R0Ps nc THROUGH FRAME'&: : FRAME AND THE 1 4INCH SHIM '�°B ou°aeBv �s o:3° O cd'0 x JAMB CLIP INSTALL 5.5 10.5" 12.125 13.75 STACK:JAMB SHIM NOT 3BPE CEAT.a AUTHOR rZATRR/Ra 27378 " • - x •~+ (SILIONLY)• REQUIRED WHEN USING JAMB FL It: _ . .: CLIP FOR SILL FASTENING.' .. FL19563 4Ni n: -THROUGHFRAME& _ DATE: - x •1'o'.x JAMB CLIP INSTALL' 5.5 '10.5 IZ125 : 19.75 '• -11.07.18 "MOMx. M �m DWG.BY: CHK.BY: : " 0: (s1u oNLv). RV. HFN CORNER DIST. _. •i. SCALE: NTS �. • SEE SCHEDULE• tl THROUGH FRAME&' TYPICAL.ANCHOR-LAYOUT. c 03 a x JAMB CUP INSTALL ss " 1os 12.125: 17.5 DWd.IJ: •AWD243 '. .KOXGLIDER A� 4 .(SILLONLY) � SHEET: ALL METHODS OF INSTALLATION REQUIRE .1:2:1 SASH RATIO A CONTINUOUS%".BEADOFSIUCONE: BELOW THE SILL , •. OF 9 Andersen. INTERIOR• 100ORT,M 55 NORTH . 'WOODTRIM eAvvoxr,mHssoD1-1ws . - - PH:1651126E-SISO•FX:(651)264.548S . — — - SEE GLAZING DETAIL tS. O - SEE GLAZING DETAIL SHEET 1. .. SHEET 1 n—.x cc m g 'EJ HEAD/JAMB FRAME Zz Q3Z', F o' oe� o's INTERIOR' z z UM m. Q w OOD TRIM' a F a REMARKS BY DATEr MAX. .MAX. - _ .. - .. :MAX. MAX. FRAME D.L.O. X EI SILL FRAME FRAME D.LO.EXTERIOR INTERIOR EXTERIOR' .INTERIOR ' : � � � � .. HEIGHT. HEIGHT.' .HEIGHT HEIGHT . . - .. .. .. - DMAorroREi¢ETacnuumxomoxsiDRapsrc ALTERNATE.EJ FRAME ..: .. i URM THE REau FMN F DET DHEREI,AUaRSED MAY BE USED AS EQUAL ALTERNATE-FRAME TYPE.: WF[R OgARCHRERSHALLRRERARESrtE iiE[ITC - � _ DODIMFNRiOq UEE WRIITR3 DOQIMCM. �o y .N 7 7 SEE GLAZING DETAIL SEE GLAZING DETAIL; * g q OF { _ SHEET 1 - SHEET 1 i J1Jt O m . 393 L iTPE CERT. FI &AOI 6LVD./&M .. .. DANIA 0 RU1xdtl1611R!Na 19370•. " . FL19563 . DATE : 11.07.18 : . DWG.By CHK BY: .'VERTICAL SECTIONHFN g VERTICAL SECTION . SCALE: NTS _ - \ ,6 THROUGH FRAME AND THROUGH CLIP INSTALLATION, - ' - - _• NAIL FIN INSTALLATION DWG N• AW SHEET: D243 NAIL FIN/FLANGE IS,REVERSIBLE,SEE ORIENTATION DIFFERENCE BETWEEN• HEAD AND SILL OF 9 Andersen. D.L.O. i1 .� WIDTH, , . SEE GLAZING DETAIL. AVE NORTH Q SEE GLAZING DETAIL INTERIOR', 1 B1AYYPFORT M SHEET SEE GLAZING DETAIL 550031096 • :SHEETI SHEETI PH:1651126R-slso'FX:I651116G-s4Bs' . - SEE GLAZING DETAIL 1 1, - SHEET 1.p. :.: :INTERIOR' - _ p c z '.� :B'Fz OM Z ZFZEXTERIOR' : .. .. .. .. � .. � _ .Q'3 z �'i o.��.. Z EXTERIOR. 2'c V Z. d W G, R MAX: w 3 _ 'm .. .. MAX D.LO. WIDTH a FRAME F a . . . . . . . ' -WI DTH . - REMARKS BY- DATE: A HORIZONTAL SECTION " . : g : :HORIZONTAL_SECTION HORIZONTAL-SECTION 7 .THROUGH FRAME AND.THROUGH CLIP INSTALLATION 7, ACTIVE/PASSIVE MEETING STILE 7• THROUGH FRAME AND THROUGH CLIP INSTALLATION .: : .. .. _ .. .. F-11E�auuEMEMrs�MAUD HERUR,A-M. MAX. D.L.D. '_ � � � .. •. � � ENGODOIIn[xrsaE ­PREPM WC fOnOR USF VlRHTXD DONM[MMC WIDTH' SEE.GLAZING DETAIL.- INTERIOR SEE GLAZING DETAIL. . SHEET! SSEE HE GLAZING DETAIL - SHEET a :��•E ,Q ��� .. SEE GLAZING DETAIL N 7 7 O INTERIOR. . SHERI -- = S A OF 0: EXTERIOR ��T% O EXTERIOR" P No 73M - JBE E DAM Y0. ' MAX. � DMA BEACH.wn D.L.O.. - .. .. /IPE,MT.OF AUTN0107ATION,Na ZBS)x .. g - WIDTH FL'N: g M . . FL19563° FRAME . . . _WIDTH - .. DATE: .11.07.18 p' HORIZONTAL SECTION E HORIZONTAL SECTION F HORIZONTALSECTION °WGR� `"KHFN ;NAIL FIN.INSTALLATION _ - 7 ACTIVE/STATIONARY MEETING STILE _ - _ �- NAIL FIN INSTALLATION SCALE: NTS owe n• .AWD243' . SHEET: A . bF9 ' - .. .. SHIM SPACE Andersen. . MIN EDGE.g .. .. .. .: . MIN.." :MIN. . SUBSTRATE: - MIN: SUBSTRATE DISTANCE' ..........DR EDGE DISTANCE .. SPACING BY OTHERS EMBEDMENT BYOTHERS .. MIN.., .. .. .. .. :'SPACING..' IDD NAVE NORTH 'INTERIOR: BAYPORT,ORT,MN SSEID3-1096 PN:(663)2(:R-6360'F%:(661)2fi4.54EE- •."r.. 'MIN. ° •• o: '. . .." .. MIN.EMBEDMENT EDGE DISTANCE NCE SUBSTRATE Q _1/4"MAX. .BY,OTHERS. w z">' t p 3 Tu $ PERIMETER SEALANT a 1/4"MAX. 'PERIMETER SEALANT c SHIM SPACE BY OTHERS BY OTHERS ."SHIMSPACE vE�-z- o. zss••.�� <3z u EXTERIOR" INTERIOR w o' a . E5 z m EXTERIOR. •INTERIOR NOTE: "EXTERIOR 3 m NOTE:. . SILL&JAMB DETAIL SIMILAR: SILL&JAMB DETAIL SIMILAR.: - - MIN.. ¢ \� PERIMETER SEALANT A" . .VERTICAL SECTION. . . " . . . EMBEDMENT a BY OTHERS` �� VERTICAL SECTION: F 'NAIL,FIN(HEAD)'" NOTE: REMARKS BY DATE: ..8 THROUGH FRAME(HEAD)' `HELD&SILL DETAIL SIMILAR. . . . HORIZONTAL SECTION" " .. .:' . ' " •' '' ' .. .. p ROUGH .. .... .. .O TH CLIP(JAMS). • DMAY NOT CN RENERA MN0M0MF0RASPW 0.462," SASH REINFORCEMENT REQUIREMENTS' `TE'"s EE°x0m0xswrsEiN uwn0xro0Evua " • ,. RDM THE REDU-MEMDETNUD HE-N.A UCENSED RCNRECf" ^ - ENGWEEANADWLPREPAREGRESPEUNC USE WxN DOOIM_. TMSOONMEM. 1.3SO". SIZE REINFORCING. 1.175"'�{ 1.294".��� REQUIRES STEEL REINFORCEMENT.INACTIVE. `` �� i� UNIT HEIGHT>54 AND PASSIVE OR STATIONARY SASH MEETING STILES' ice. ACTIVE SASH MEETING,STILE " . PASSIVE/STATIONARY SASH.MEETING: �6 s" REINFORCEMENT DETAIL STILE REINFORCEMENT DETAIL UNIT HEIGHT<'W NOT REQUIRED" :* N 7 7 e *. S A OF 0 to .INSTALLATION CLIP ANCHOR REQUIREMENTS: a19/3r 6.500" WOOD SUBSTRATE:USE TWO N8•PAN HEAD WOOD SCREWS PER'CLIP,IN ROW : 'NeAsl ?ai flOB®A P No 73"S, .a "NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW. MUM DBa°s Me - .. - ,. SYE E.DA BEACH ELVD.I SSE OAMA BGE3R.rt. 2" METAL SUBSTRATE:USE TWO k8 HWH SMS ANCHORS PER CLIP,IN ROW EBPE"CERT.OF AUTxaOZAMON Nq M7E 1.500" 1.2 I p 1.125"" NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW. FL h: 119/32" - 1.287" .]•- Z .3 .. CONCRETE/MASONRY:USE TWO ic'ITW TAPCON ANCHORS;WITH ONE .. FL19563 „ - O fEb.WROW NUMBER ONE AND ONE ANCHOR PLACED IN ROW 1/4" - . " E: 11.07.18 LY INSTALLATION"CLIP DETAIL NUMBER TWO OF PREDRILLED HOLES SHOWN BELOW.ANCHORS MUST BE DATE: T- PLACED DIAGONAL ACROSS THE CUP.. DWG.By CHKH F JAMB SHIM DO NOT INSTALLANCHORS THROUGH ROW NUMBER THREE. R SCALE: NTS DWG.it: AWD243 SHEET: 0 " OF 9 .. .. .. .. .. .. .. .. .. .. .. .. .. ,. _ 100 FOURTH AVE NORTH • BAYPORT.MN S5003-1096 . - - PH:16S11260-5150 FX1651126E-5485. . mSKre ig INSTALLATION NOTES:. W'Z 1 ¢_ 0 3=$ 20S' o� 1: ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION,'UNLESS OTHERWISE SHOWN: !^a' 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER Of ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF _ "" - W 3 Z m.00 T THE MAXIMUM SIZE LISTED. .ANCHOR SCHEDULE 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/41NCH THE DEPICTED LOCATION&SPACING INTHEANCHOR MIN.EDGE .'METHOD. SUBSTRATE ANCHOR SCHEDULE. .MIN EMBEDMENT, w "LAYOUT DETAILS(LE.,WITHOUT CONSIDERATION OFTOLERANCES).TOLERANCES ARE NOTCUMULATIVE FROM ONE INSTALLATION ANCHOR ' - DISTANCE' FA TO THE NEXT. .. .. .. .. .. .. .. .- #10 WOOD SCREW• .. F i WOOD:'MIN.SG.=0.55 :1t5' 0.75' - —- .FLAT HEAD- REMARKS BY DATE. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM'ALLOWABLE SHIM STACK TO BE 1/41NCH; THROUGH FRAME •" 3 THREADS MIN' SHIM WHERE SPACE OF'1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. METAL:"18 GAUGE #10 TEK SCREW PENETRATION BEYOND .0.5' Steel,MIN.Fy=.33KSI FLATHEAD METAL 5.. FOR MASONRY OR CONCRETE OPENINGS,A 1X WOOD BUCK MAYBE USED'(OPTIONAL),AS LONG AS THE MINIMUM EMBEDMENT AND EDGE 'CONCRETE:' 3/16'ITW'TAPCON' DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE' '1.25' 2.5 " MIN.Pc=3000PSI' FLATHEAD. ' 'INFORMATION.' � ROUGH FRAME 8 " . 'THROUGH CLIP. MASONRY'CMU per. - oruTxmaFFuaArnuEcoxDxrora FORASREEn sxE-xsrtE ra+DmDruuusl�aTwnTAxrooEvuTE 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMBED TO STUCCO,FOAM,BRICK VENEER, ASTM C90 MIN.2000' 3/16'ITW TAPCON - "1' - 2.25 PSI FRavTRE REnuwER+D1rs DETARED RERERLAEIRl6m ANDSIDING. - .. .. .. FLATHEAD- .. Ex60YMMARWiE0A1 P➢ARESR—OM DDLvwExrSFORusEvmxRRrsooarrtm. 7. •INSTALLATION'ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT;MATERIAL OR HAVE A CORROSION #B;WOOD SCREW \\I1111►1/ " WOOD:MIN.SG=0.65 1.5' •0.75' - \�\ RESISTANT COATING... .. - : "NAIL FIN 8 .. FLAT HEAD .. �N .. 4. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR_JOINTS.EDGE DISTANCE IS "- THROUGH CLIP- -METAL:18 GAUGE .#8 TEK SCREW 3 THREADS MIN "`��' .... MEASURED FRONT FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT"INTO FACE SHELL OF.BLOCK. ", Steel,MIN:Fy=.33KSI FLAT HEAD 'PENETRATION BEYOND . 0.5' �,� E•• -. .. METAL .N 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND. * ' ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR. MANUFACTURER.. .. _. ". .•. - S A OF t. 0 to a ��1 i FS FLORIDAP. ND 7377E BUDWC .398 0 D VD.1 in F13PC LSAT.OF AmN01E2ATIDN N.2937E.. - " FL#: FL1 9563 DATE: 11.07.18 R F .-. FN SCALE: NTS H DWG It: AWD243 - SHEET: g 'OF 9 IQ191- dDusioess e o' " • e e BCIS Home �-Log In User.Registration .� Hot Topic 1 Submit Surcharge-� Stats&Facts Publications Contact Us.�. BCIS Site Map I Links.` Search I" Fl4ritla , ° Product Approval P . � - � tt - USER:Public'User . . .. .. - - Product Aoorovai Menu i Product or Aoolication Search>�Aoolication List>Application Detail - -- ` Application Type, L19563-R3 FDATE Revision REVIEW Code.Version- ' .. 2017 Ci 1 1 �ry" �p��,1 APPlicatidn Status Approved 1'd.AN Ef\l► . ���---�� Comments_ - Archived ❑ A / Pro Manufacturer Andersen Corporation . Address/Phone/Email Phone/Email 100 Fourth Avenue North . Bayport;MN 55403 L ��+� �- � ��t an.barstad3 i51�r WO � ��o al ['�C�. GQ Authorized Signature � Alan Barstad �� � �V t R� 'Technical Representative Address/Phone/ErrSai{. - Quality Assurance Representative - Address/Phone/Email Category. Windows .. Subcategory' Horizontal Slider' e -. :Compliance Method' Evaluation Report'from a.Florida Registered'Archit ctor-a Licensed Florida Professional Engineer. 0 Evaluation Report-Hardcopy Received Florida Endineer.or Architect Name who developed Hermes F. Norero;P.E. ; the Evaluation Report . 'Florida License :- - : :Quality Assurance Entity - PE 7377$ Window'and Door Manufacturers Association QA ' Quality Assurance Contract Expiration Date' 12/31(2024 Validated By. . :Locke Bowden RE: . . `lZ Validation Checklist- py Received lid ti on CFieckli Hardco - Certificate of Independence FI 19563 R3 COI 'COI Andersen-SS 2015 0$-31 Ddf " erti Referenced Standard and Year(of Standard) . .. 'Standard Year. AAMAIWDMA/CSA 101/I.S.2/A440 . 200$ AAMAIWDMA/CSA S01JLS.2JA444 2011;' Equivalence of Product Standards. Certified By. Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/17/2018 Date Validated 12/17/2018 Date Pending FBC Approval 12/26/2018 Date Approved 02/19/2019 Summary of Products FL# Model,Number or,Name Description 19563:1 Renewal Series Renewal Glider Window Limits of Use " Installation Instructions.. Approved for,.use in.HVHZ:No.. - FL19563 R3 II:AWD243 SS 2018-12-17:Ddf 4pro4ed for use'outside HVHZ:Yes Verified By: Hermes F.Norero,P.E. FL PE No.73778 -Impact Resistanti.No' Created 6y Independent Third Party:Yes Design Pressure: N/A'". Evaluation Reports ' _- Other:See Installation Instructions,AWD243,and FL19563 R3 AE PER5898 SS 2018-12=16.Ddf Evaluation Report, PER5898,for.sizes,design,pressures,and Created by Independent Third Party:,Yes installation'regtiirements. 0 0 Contact Us:::.2601 Blair Stone Road:Tallahassee FC 32399 Phone:850-487-1824 employer.Copyright 2007-2013 State of'Fl6rida.':;Privacy Statement:':AccessibitiriStatement:;Refund'Statement The State,of Florida'is an AA/EEO em Under,Florida.law;.emall addresses:are,public records.If you do not want your a-mall address released In response to apublic-records request,do not send electronic - _ mail tathis entity.;Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.YPursuant to Section.' 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they,have - .- _ ..one.The emails provided may be used fog officlal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the'Department with an email address which tan be made available to the public.To determine if you are a licensee under Chapter - .. : 455,F.S.,please click here. Product Approval Accepts:' - - - Dedit;.Ca�d. Safe-. ry A N:D E RS E N CORPORATION Andersen. RENEWAL .BYANDERSEN' S-RIES'GLIDER WINDOW: •"` °°°•• IOO FOURTH AVE NORTH . BAYPORT,NIN SSD03-1096 (NON.- (NON-HMZ) w_ PH:t651)260.6150-FX(651)26b5+R5 .. .. .. .- .DESIGN PRESSURE RATING. Z SIZE' CONFIGURATION •'DESIGN PRESSURE' SASH WIDTH RATIO GENERAL NOTES: . 72"X 80" . ., XO. '+40.0/-40.0 PSF. .2:1' TABLE OF CONTENTS•. Ee O s z m m q S 3 J.. THE PRODUCT SHOWN HEREIN IS DESIGNED AND . 96"X54" XO*• 440.0/-46.6 PSF'• "1:1 SHEE. REVISION - SHEET DESCRIPTION �•Zp.WrZ-y' MANUFACTURED TO COMPLY WITH THE CURRENT EDITION _ - ¢3 z FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZAND HAS- 96"X 72" •XO +40.0/-00.0 PSF 1:T 1 GENERAL NOTES&GLAZING DETAIL j st BEEN EVALUATED ACCORDING TO THE FOLLOWING: '308 %54" XO.' +25:0/-25.0 PSF,' 1:2 Z Z m"' 2 ` - ELEVATIONS•' w m . • AAMA/WDMA/CSA101/I.S.2/444MR/11 - 108"%72" XO +200/-200PSF 1.2 D:�' o / :2: ADEQUACY OF THE EXISTING STRUCTURAL 56"X 80" - %O +40.0/-40.0 PSF :1:2 - CONCRETE/MASONRY,2%FRAMING,AND METAL FRAMING., - - - 4 - ANCHOR LAYOUTS w" AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 74'X 54" - %O +40.0/''-40.0 PSF 1:2 5' ANCHOR LAYOUTS F a WITHSTANDING AND TRANSFERRING APPLIED PRODUCT - 74"X72"- XO '+35.0'/-35.0 PSF 1:2 LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE .48"X48„ X% +40.0/-40.0 PSF '1:1 6' VERTICAL SECTIONS, REMARKS BY DATE: ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF' - -7 _ HORIZONTAL SECTIONS, .. .. INSTALLATION. 72"%80" _ )0 +30.0/-30.0 PSF 1:1 - 96"%Sbe X%, .+35.0/-35.0 PSF. . .1:1 8 : _ ANCHORDETAILS: 3. .SX AND 2%BUCKS(WHEN USED)SHALL BE DESIGNED AND. g - -INSTALLATION NOTES&ANCHOR SCHEDULE ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 96"%60"- %% +35.0%35.0 PSF 1:1 .STRUCTURE..BUCK DESIGN AND INSTALLATION IS THE .96"%72' . -XX, +20.0/-20.0 PSF, - . .RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF - - DMArxmREEaaAeruueoHoaroeuroRASPla RECORD FOR THE PROJECTOFINSTALLATION.' 144."%54"' %OX` +30.0/-30.0 PSF '1:1:1' : - - vrc ivvrewx°moxsuusE ixsruurmxro°mATE ..� - .. .. .. .. .. .. .. .. .A: .. EROMTHEREQUREMTNRDETNIEDHERNN,AUEENSED 144"X72". XOX' +25.0/-2S.0 PSF .1:1:1 3/4"O INSULATED fl6 .RoRARCHmC`sHALLPREDARINTE_m 4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A- _G y DaaMExoroeanwaBTxs Dom_ " g144X XOX +40.0/=40.0 PSF 1:1:1 TOLERANCE OF 21/41NCH OF:THE DEPICTED.LOCATION IN: - - Dig@ally sig�n@@(�yuntd Y/F Norero,P.E THE ANCHOR LAYOUT DETAIL(I.E.,WITHOUT. _ XOX +35.0/-35.0 PSF 1:1:1, Reason:(olyt' is 691yment CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT . EXTERIOR INTERIOR Date: 8 .52, oT.-, ' 'CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE' � XOX �+30.0/30.0 PSF. -1:2:1. __ `�� •,• •• ���, NEXT. XOX +25.0/-25.0 PSF 1:2:1. - � � E KOK � -+40.0/-40.0 PSF . 1:2:1� . � .N 7S. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE '- .' `I`I ..GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR XOX +35.0/-35.0 PSF- 1:2:1 SILICONE *' A SPECIFIC SITE.IF SITE'CONDmONS CAUSE INSTALLATION .BACK BEDDING T S A OF TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, -DESIGN PRESSURE UPGRADE RATING' 1-1/2"GLASS �� tu A LICENSED ENGINEER OR ARCHITECT SHALL'PREPARE SITE �. E BITE i�•n SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN, . SIZE. CONFIGURATION DESIGN PRESSURE 'SASH WIDTH RATIO ; / �j�(ems 6z NON-HVHZ AREAS. 56"X 48"' XO'I. • +61.0/-79.0 PSF• "1:1 A�7 6. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON RL0=1W q N.737 8 ' 40"X 40" XO +81.0/-100.0 PSF' 1:1' 'RprQA P. ND 877E a THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE: � I� 1L� - I• & Na DROPS. W - - - 88"X64", : XO,' +42.0/-43.0 PSF. 1:1 GLAZING DETAIL 198 DANN,BEACH, BLVD.3304 7. WINDOW FRAME MATERIAL:FIBREX&PVC DAaA BEAot Et also• $ 74"X 72" XO +50.0/-50.0 PSF 1:1 - revs EmT.a AU1H�AOUN N>2R378 :8. IN ACCORDANCE WITH THE CURRENT EDITION FBC;WOOD : : 74"X 64": XO '+50.0/-65.0 PSF •1:1 _ - C ('] .. COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED• .. ` .. ;GLAZING NOTES: .. .. .. . 308"X72" ..XD%�. ' ..�+26.0/'-26.0 PSF.. 1:1:1&'1:2:1.. �. FL19563 OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN 1. 'GLASS TYPE&THICKNESS SHALL'COMPLY WITH ASTM E1300, CHAPTER 23: - 120"X64" XOX' +28.0/-28.0 PSF 1:1:1'&1:2:1 REQUIREMENTS AS WELL AS APPLICABLE SAFETY GLAZING. DATE: ],1•0]•1g. 56"%48" XOX +61.0/-79.0 PSF '1:1:1&1:2:1 .REQUIREMENTS PER THE FBC.TEMPER AND SAFETY GLAZING. DWG.BY: CHKHFN 9.,G1A555HALL MEET THE REQUIREMENT50FASTME1300. ' - , GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. 74"%64 XOX +50.0/-65.0 PSF 1:1:1&1:2:1 'REQUIREMENTS SHALL BE REVIEWED ON A SITE SPECIFIC BASIS. .log"%64"- - - XOX- .+40.0/-40.0 PSF .1:1:1&1:2:1. - _ _ :2• SETTING BLOCK DUROMETER'HARDNESS OF 70;90(SHORE A)AS - SCALE; NTS s 'SEE FRAME DESCRIPTIONS ON SHEET 6&8 REFERENCED IN FBC CHAPTER 24., - ' - 3: SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS' DWG.#: -AW D243 . WIDER THAN 36','AS PER FBC CHAPTER 24. - 1. DP UPGRADE PRODUCT POSITIVE RATING IS DRIVEN: 4. D.L.O.AND DESIGN PRESSURES.MAY NOT EXCEED MAX VALUES IN SHEET: .. -BY.STRUCTURAL ONLY.WATER IS NOT INCLUDED. - - 2: DP UPGRADE PRODUCT MUST BE INSTALLED .DESIGN PRESSURE.TABLES ON SHEET 1. .. .. -THROUGH FRAME ONLY,EXCEPT ON SILLWHERE' _ - JAMB CLIPS MUST BE USED: ' : OF_9 ' Andersen.. • : T WI . 'UNIT MAX.. .. .. .. WIDTHH 96 96". WIDTH 108R . MAX.D.L.O: MAX.D.L.O.. . . . . - MAX:D:LO. MAX.D.L.O. . 3 ' 43,15/16" 43 15/16" 33 5/16" 66 3/8" .. A B .. .. .. - .. .. A. .B .. .. 100 FOURTH AVE NORTH .. RAYPORr,MN S5003-1D96 FH:(651)264.5150 FX:(651)2665485 z m E.E. - .. C 'F : ` - D .A' . - C. F' .: lJ7 N.. ur.. OG� �e 'UNIT MAX: 7 '7' - 7 7' - UNIT -MAX.: 7 .7' - - .. .. 7 7 MAX. 'D:LO.. `MAX.. D.L.O. - •. W Z> .,a : 8 3 HEIGHT HEIGHT. :. "X° .. : .: - 'HEIGHT HEIGHT-.- - .J 3 2i '� ?: A o 72". 6S : : .. .. 72". - -65" .. .. .. .. .. .. .. a z ..�D^., .X^ .0. . a E - E w z z z }OQ � W - ELEVATION : . ELEVATION: fuoTEr REMARKS� BY DATE . 96"X 72'.'XO UNIT. 108"X 72".XO UNIT '-ALTERNATE MEETING STILE-LOCATIONS 1:1'SASH RATIO, 1:2 SASH RATIO MAY BE USED SUCH THAT MAX.DLO DIMENSIONS SHOWN,HEREIN ARE NOT' .:.: .: - .. -.. ..' .. .. .. .. EXCEEDED:UNEQUAL SASH RATIO NOT - . - - - - - - -AVARABLETOR ACTIVE/ACTIVE(XX)UNITS. - IMYNWREgFR4 0NDlD@EFDRASR Q[ _ SNE.IFSREDDNDNIDN—EDEEUTAIIDNIODE-TE .. + .. .. - - .. - .. - .. - .. .. : .. UNIT.MAX. .. .. _ .. FROMrNEREDUNEMFNiSDRAVEDHERflNREIRNSED E0Md EQUtRVRERSHALLlE HERE N AUO INC DDQIMNlES FOR UNF W"N1NN W C�IMFM. - - - - .WIDTH 727 11111t111I�� WIDTH fi'UNIT mAk MAX:D.L.O. .. 'MAX.D.L.O. .. .. ',�0 - MAX.D.LO. - MAX.D.LO. 3115/i6". 31 15/16" _ 43 15/16 . _ .4315/16" .A B ``• ..�\:E.. x - .: .. .. 6 .6 N 7 7 6 6. r r . SA OF UNIT-.MdAXMAX. DC F UNIT MAX. .HEIGHT• HE D�BEAM MAX: D.LO. J 7 - _ 7 7 FL 80"' .3v6 HEIGHT HEIGHT : "X° - -^X" - ^X^ •X^ - .. .. :r8K meT-OF MHOO2ATON N>Ma .. .7 .. 7. FL19563 DATE: 11.07.18 . - . ._ SCALE:v' NTS H F AW D743 . ELEVATION ELEVATION - DWG SHEET:• ' ' 96"X 72"XX UNIT'' 72".X EIW XX UNIT' - 1:1 SASH RATIO 1:1 SASH'RATIO OF'9 .: UNIT MAX.' : .. .. . WIDTH 84'.' Andersen.. MAX. MAX.' MAX. UNIT MAX. s D. D. D.L'. WIDTH 144" �LO:� LO 0 WID a - : 24 5/8" .24 S/8". 24 5/8" : MAX.D.L. _ A B _ - " .. .. .. .. _ .44 S/8" 44 S/8" 44 5/8" .. .. '6. 6 .. .. .. 100 FOURTH AVE NORTH .. • _ A 8 - - BAYPORT,MN 55003-1096 PH:16S11 26 45 15 0 F11:165111665dfl5- 12 UNIT, MAX-. OVA : _ fl 7 7 - _ - : W � z. Da�£S� MAX. . D.L-O. .7• 7 W i x .< 9 5 a a .. HEIGHT.'HEIGHTX "O _ .X� : _ "0" "%".. ,,,UNIT -MAX- 80 73 .. .- -- - 3Z OMAx.. D.�o:HE IGHT HEIGHT72"' 65 EEZz /s7 F. 6 < REMARKS BY' DATE: . ALTERNATE MEETING STILE 'ELEVATION_- ELEVATION •' LOCATIONS MAY BE USED SUCH 84'-X 80"XOX UNIT - •THAT .MAX .DLO DIMENSIONS .. - 144"X 72"XOX UNIT: SHOWN HEREIN ARE NOT 1:1:1 SASH RATIO 1:1:1 SASH RATIO EXCEEDED.'. - Dear xor"viLCTAavAtmtmnroraFwASPc sm-rsvrtolxomaxswrsB naauAmxrooEvuiB _ T _ UNIT MAX. Fi cN awe�RaiRvuuvnic"i`w"cBsrtiwia snao WIDTH 84" .. .. .. .. - oannnerm FORussvmxlxrs oorunrtNr. . MAX. .MAX:, MAX. UNIT:MAX.' - •D.L.O.. D.LO.' D.L.O.- - _ WIDTH 144" 18.7/16" .36 7/8" 18 7/16" : .. �`, 'A B MAX.D.LO. MAX.D.LO. MAX.D.L.O. •�•E.•S•• P ��i 33 7/16" 66 7/8" •33 7/16" C F OF o I .. .. .. .. .7.' 7' UNIT MAX.. leD .. MAX. 'Dl.A. HEIGHT. HEIGHT �_ '. - �. .•. 7 7 - BULDRIC CROPS.PNm�e . 80" 73"' "X" •O' "X• • ' UNIT -MAX. .. .398 c BAHu eEAa KW C 335' •%" "O" "X"' OMA BEACK FL .. _ MAX.: D.L.O. 1 - F�CERT.a AVPKF Amx H>2D57e:. _ _ HEIGHT' .HEIGHT E E -72"' :65" - E _. E _ FL'p: 7 7 FL19563 DATE: .11.07.18 � - •, _ � � � DWG.BY: CHK.BY: .. .. RV HFN ' scnLe• NTS DwG:u: AWD243 ELEVATION .- . ELEVATION' SHEET:. 84"X 80"XOX.UNIT_ 144"X 72"XOX UN IT 12:1 SASH RATIO ' 1:2:1 SASH RATIO OF 9 TWO INSTALLATION ANCHORS.(SEE. - •' Andersen.. MAX.D.C.'SPACING - .TABLE ON SHEET 9)AT MEETING-STILE SEESCHEDULE - END,LOCATIONS THROUGH HEAD, SPACED 2.5"ON EACH SIDE ORMEETING : : RENEWAL SERIES GLI DER ANCHOR SPACING . : . . . . . . CORNER DIST. .. STILE..' .IRDDL..DDDR. FROM MAX O.C. MAX O.C. MAX O.C:EXCLUDES UNIT5536"X4B' - lm FOURTH AVE NORTH SEE SCHEDULE. - INSTALLATION BAYPORT.MNSSm3-1Dse . CONFIG. METHOD CORNERS HEAD SILL JAMBS INSTALLATION NOTES: Px:IssEl:sa-suD rx lssEl zsasaes _ .(IN)„ (IN) (IN) (IN) ,•. FOR THROUGH FRAME INSTALLATIONS, INSTALLATION CLIPS MUST BE USED AT THE SILL l7^ z NAIL FIN 3.5. 35. 3.5. .3.5 IN LIEU OF FASTENERS THROUGH FRAME, Z G —d -e. . SPACED IN ACCORDANCE WITH THE o INSTALLATION' INSTALLATION CLIP SPACING REQUIREMENTS O N 0 0 C�" .MAX:O.C.SPACING _ CLIP 5:5 15.25 •15.25 16 LISTED IN THE ABOVE.TABLE. - w z j p S 3-$ rn: "FOR CUSTOM SASH RATIOS,USE WORST CASE 0_' SEE SCHEDULE : O w z _x - THROUGH :SEE` � � ANCHOR SPACING'BETWEEN EQUALSASH AND �3,O = - oo 5.5: 10.125: 15.25' ¢ z u FRAME NOTES 1:2 OR 1:2:15ASH RATIOS FROM TABLE ABOVE. . ,3 p._ Z. l W _ REFER TO SHEET 1,SEE TABLE ON SHEET 9 FOR. w a j a . .. ANCHOR TYPE DEPENDENT ON INSTALLATION .w 'i m m - 0, NAILFIN 3.5 3.5 •. 3.5 3.5 METHOD AND SUBSTRATE. .¢3' m o � �! �! m'o _ 'INSTALLATION a a 0'� 5.5 15. '15 16 - '�. 0 Q . CLIP a X''- N THROUGH 'SEE REMARKS BY DATE: CORNER DIST..�. _ _ - _ rE 5.5 11.25 17.25.. SEE SCHEDULE' FRAME.` NOTES TYPICAL ANCHOR LAYOUT XO OR OX GLIDER 1:1 SASH RATIO 01MYNOEREFU:RRRUD1mNDpIDMS FORq FREp NEE.IFSRE"QDIIIOE CADSEIXSTIHERDNTpD ED iROMTNE REpUUEMENR DRRItED HERNN,RUEFNSEO TWO INSTALLATION ANCHORS(SEE .. ENGw RORARCNpER94U1FMW[SrtEsxaND xls cow usEwrtNYHNooEVMExr. MAX.O.C.SPACING TABLE ONSHEET9)AT MEETING STILE _ ME ,JIiIIJJJ L SEE SCHEDULE END LOCATIONS THROUGH HEAD; 0 J�I� SPACED 2.5"ON EACH SIDE OF MEETING : - � ••• O �0�� CORNER DIST.. STILE. RENEWAL'SERIESDPUPGRADEGLIDERANCHORSPACING. ```� ; E c SEESCHEDULE� EXCLUDES UNTf55'36"X4B" ` N 7 INSTALLATION. FROM-MAX O.C.MAX O.C.MAX D.C. "INSTALLATION NOTES: 7 ` • CONFIG.&SIZE CORNERS HEAD: SILL METHOD JAMBS- . (IN) '(IN): ;(IN) : (IN)' DP UPGRADE PRODUCTS WHEN ANCHORING •O $ A OF ir .WRH J ITW TAPCON FASTENERS THE JAMB x ¢ THROUGH FRAME& - o.W a SHIM MUST BE USED BETWEEN THE FRAME 'x JAMB CUP.INSTALL" 5.5 9 9" -.9 AND THE141NCH SHIM STACK.JAMB SHIM s G MAX.D.C.SPACING - x•Y o (SILLONLY) -NOT REQUIRED WHEN USING IAMB CLIP FOR ��i�i O L SILL FASTENING. esJ 4 1a; SEE SCHEDULE' C � e THROUGH FRAME& 2awOe P.c xD 7m8 0 x JAMB CUP INSTALL: 5.5 9 9. 9 - xe P.B�e�sE NC!ue (SILLONLY) FOPE CERT.OF AUTHORIZATION RIZAnaN.2857E . 9 - p THROUGH FRAME&. - FL#: (] .� x JAMB CUP INSTALL .5.5 .9 9 9 - FL17563 p �! _ •i x.l7 (SILLONLY) p •THROUGHFRAME& : DATE: .�.Z.O7.10 p _ _ _• _ - 0 x JAMB CUP INSTALL 5.5' -.125 : 12.5 12.5-,. DWG.BY: .. CHK.BY: CORNER DIST. - x-� � - (SILLONLY) : - - RV HFN SEE SCHEDULE - ;x _ - SCALE: - NTS . THROUGH FRAME& TYPICAL ANCHOR LAYOUT' JAMB CUP INSTALL . '5.5 15.25 15.25. 15.25 .. DWG.B: 'AWD243 XO GLIDER - - x io (SILLONLY) SHEET: ALL METHODS OF INSTALLAOON REQUIR 1:2 SASH RATIO ACONTINUOUS%"BEADOFSILICONE - - BELOW THE SILL OF-9 ppg .. .. .. .. TWO INSTALLATION ANCHO RS(SEE •.. - AndEfSEf1.. 9 .INSTALL NOTES EN SHEET O AT MEETING STILE END LOCATIONS.THROU - .. .. - . - - SDEOFMHET�INGSTAEED2.5 - GLIDE ANCHOR ••-°°°°oN EACH RENEWAL SERIES R . CORNER DIST: MAX.O:C.SPACING .FROM: MAX O.C.MAX.O.C. MAX O.C. SEESCHEDULE - SEE SCHEDULE EXCLUDES UNIT55 369 X 48" INSTALLATION. INSTALLATION NOTES: :CONFIG. METHOD CORNERS ''HEAD SILL' JAMBS 10D FOURTH AVE NORTH . BAYPORT,MN 55W3-1096 _ (IN) (IN) (IN) '.(IN) 'FORTHROUGHFRAME INSTALLATIONS,INSTALLATION- PH:16s1)zw-slso Fx:16s1)x6asaes • ' W:F . NAILFIN :'3.5' .3.5 3.5 3.5..' CLIPS MUST BE USED AT THE SILL IN t..i LIEU OF FASTENERS THROUGH t7 - z� FRAME,SPACED IN ACCORDANCE ?E. e _ INSTALLATION 5.5. 14.5.. 14.S. '16 WITH.THE INSTALLATION CLIP a o_ 'P CLIP: SPACING REQUIREMENTS LISTED IN: l7'�R- 0¢"' Y.. MAX.O.C.SPACING .. .. . .x .. .. .. in x SEESCHEDULE - ..;4 :THROUGH SEE 'SF1.E ABOVE TABLE. , 5.5 : 10:375` - :21.5 : FOR CUSTOM SASH RATIOS,USE =E: . FRAME. NOTES WORST CASE ANCHOR SPACING 'F'"Z' o N�d�E .0 BETWEEN EQUAL SASH AND1:2OR 'aaz u' NAIL FIN,'. . 3.5 3.5 3.5 .3,5 1:2:1 SASH RATIOS FROM;TABLE- g o' � j _ .Q ABOVE.: .z ,r m m INSTALLATION REfERTOSHEET 1,INSTALLATIONS 3 0 _CUP' 5.5 .12.125, 12.125 16 NOTES'4-11 FOR ANCHOR TYPE .. .M DEPENDENT ON INSTALLATION :a a .. x ~ .. TFROUGH S.5 10.5 NOTES METHODANDSU_BSTRATE:1;4 .. 22 CORNER DIST. .. .. REMARKS BY DATE: SEESCHEDULE TYPICAL ANCHOR LAYOUT XOX GLIDER 1:1:1'SASH RATIO: - . . . _ RENEWAL SERIES DP UPGRADE GLIDERANCHOR SPACING NArnm nEvaaArnwmn9mons FDAA TWO INSTALLATION ANCHORS(SEE sDEi�NtDDnDmDxsuus[n+1*AwTmNroDEvuTe ..a .. .. .' -. itOGTRE RFDUIMEMENI5DET0.6EDMERED1,11DDJ6N1 - MAX.0.C.SPACING INSTALL NOTES 7-9,SHEET 1)AT .. .. DvcwOa aaARamTcrvwlwEPARcsrtcsvEanc MEETING STILE END LOCATIONS ' FROM MAX O.C.MAX O.C.MAX O.C. DocDNOmwRusF wrtxTxrs 9oaxrzxr. SEESCHEDULE - INSTALLATION;', CORNER DIST. 'THROUGH HEAD,SPACED,2.5"ON,EACH' CONFIG.&SRE METHOD SIDE OF MEETINGSTILE. ' COIN)RS (IN) (IN):EAD SILL 1(N)5 ,`````v`�Is SEE SCHEDULE r EXCLUDES UNITS 5 36"X 48" �. ,..E•. .X. g o. THROUGH FRAME&: a X °ti' x. JAMB CLIP INSTALL '5.5 9' ..9' 9_. .: -N 7 7 S A ` INSTALLATION NOTES: • .. .I - .. ti OC : THROUGH FRAME& _ - - �10�T MAX:O.C,SPACING .X a:�.3c 7AMBCLIPINSTALL -5.5 9 ' 9: 9' •• DP.UPGRADE PRODUCTS WHEN - SEESCHEDULE. ;4. (SILCONLY) •ANCHORING WITH A ITW?APCON I �• : .. _ .. ."' .' .. .. FASTENERS THE JAIWBSHIM Hv�NiP' H. Ehs .[. .. - N' MUST BE USED BETWEEN THE RBUUWRGDROPs INC e : - .391 F DAM BEACH BLVD 1 335 .i a THROUGH FRAME&: .FRAME AND THE141NCH SHIM_' _ D BEACH,FL x .. - .. .. STACK.IAMB SHIM NOT,. FBF{CLRT.a AunroRUAnM Na 20M - - 2 9/ JAMBCUPINSTALL 5.5 10.5' 12.125 "13.75 , 3 _ •+ o (SILLONLY) -REQUIRED WHEN USING JAMB FL'N: - CLIP FOR SILL FASTENING. _ C I AI A C G .. 11 .. // .. .. n -THROUGH FRAME& . .. .. .. .. . L : x x DATE: .o DO 0_ JAMB CUP INSTALL' ` .5.5 10.5 12.12.5' :19.25: 11.07.18 x . 6 DWG.BY: CHK.BY: . ysiLLONLY). RV- .. HFN CORNER DIST. , SCALE: NTS - SEE SCHEDULE TYPICAL.ANCHOR LAYOUT. X ca 0 THROUGHBCLIPI STALL . x.�,�o. JAMBCLI,PINSTALL 5.5 •'1os 12.125, vs'' DwG.'ll: 'AWD243 . . .XOX GLIDER . ;4 N .(SILLONIY). SHEET: ALL METHODS OF INSTALLATION REQUIRE .1:2:1 SASH RATIO.. '. A CONTINUOUS%".BEAD OF SILICONE BELOW THE SILL :OF.9 Andersen. .. .. .: INTERIOR .. .. .: .. 1m FOURTH AVE NORTH . WOOD TRIM BAYPORT.MN 5S003.1036 PH:(6S1)164-5150 FX:(651)264-5485 bA l7— C7e 'SEE GLAZING DETAIL q- k SEE GLAZING DETAIL No Q g SFIEET_l. .. : .. _ .. .. SHEET 1 w z>' G ' p 3=S s El HEAD/JAMB FRAME w z yi Q3z F ooa . 'INTERIOR ,Z z .}m .. WOODTRIM' :�3' m•. 0 wa REMARKS� BY DATE: MAX.. MAX. .. .. .MAX. MAX: FRAME D.L.O. .EXTERIOR INTERIOR EJ SILL FRAME FRAME D.L.O: EXTERIOR ;INTERIOR HEIGHT. HEIGHT - .HEIGHT'HEIGHT ALTERNATE.EJ FRAME „aruNERARwumNo �N.s�E SOF.P s„E EEIxgROxs ausF iNnANAFroN ro BFvu¢ MAY BE USED AS EQUAL ALTERNATE'FRAME TYPE. „N-EE„Ern-EMEN:OR.„EBNFBNN.E— . � .. _ .. .. FNGNFE0.011AROfIFFRSNALLYREPA0.ESRESFFOM OOQIMENI„f00.USF WIIN N 7 7 SEE GLAZING DETAIL SEE GLAZING DETAIL. SHEET 1_ _ SHEET 1 S A OF ``, ice•° O .���: FIWFM sI YOBEs73m RCRWA P.EC OP.NO FERDNC BEACH NC, 383 E BAN61 BCK F FL 33 3DAMA 35.. .. FBDE CFRi.CF AUMOIOSATON IW 1W]B . Full:-FL19563 DATE : 11.07.18 .. DWG.BY: CHK.BY:' _. RV. HFN q VERTICAL SECTION. • � ICAL SECT O g_ VE I N SCALE: NTS 6' THROUGH FRAME ANDTHROUGH CLIP INSTALLATION, 'NAIL FIN INSTALLATION' .s: AWD243' DWG NAIL FIN/FLANGE IS.REVERSIBLE,SEE SHEET: ORIENTATION DIFFERENCE BETWEEN. HEAD AND SILL. In1 OF Andersen. MAX: ,D.L.O. - WIDTH SEE GLAZING DETAIL. 100 SEE GLAZING DETAIL INTERIOR SEE GLAZING DETAIL - AYPORT,FOURTH AVE NORTH SHEET 1 1 - SHEET 1 Q S J.. FLEET BAYPDRy MN 66003-1096 PH:I661I 16b6160 F%:1661116b6CBs' SEE GLAZING DETAIL " SHEET.1 .. Z tA 2 X INTERIOR' 6 .. .. WZj oS8_$v . 1 ,1 1 R02 8gg: . EXTERIOR''". _ _ Q3.z' o. EXTERIOR. - 3 0 N. W. .. .. .. MAX: " .. z m .. _ .. .. a. D.L.O. � 'WIDTH MAX a FRAME F a . WIDTH - " - - REMARKS BY DATE A HORIZONTAL SECTION g :HORIZONTAL:SECTION C HORIZONTAL SECTION THROUGH FRAME AND THROUGH CLIP INSTALLATION" ' . 7. ACTIVE/PASSIVE MEETING STILE THROUGH FRAME AND THROUGH CLIP INSTALLATION ' � - � � � - onurxorurutaanuumrm¢rorsvoAAsv6a MAX.' s¢e.¢srt6mxomoxswu6 wsrAUArmxroomAi6 . rxrnnrauauuswesxssoErulmxuum.Au¢rrno .. D.L.O. .. .. .. .- .. .. uwwoon��o.+ixis oa�uss smxrx¢wcvnrtMnxc WIDTH' .. '. .SEE.GLAZING DETAIL .. .. .. _• ``,`,�> I i l l llrq�''', SEE GLAZING DETAIL. INTERIOR SHEET 1. SEE GLAZING DETAIL - .�SHEETI � -<.". SHEETI. ' SEE GLAZING DETAIL B. INTERIOR SHEETI S A OF ir LOT O LOP= ��� „ EXTERIOR. �iS`S %��` ' EXTERIOR' Hs1DatgA?di .. - .. • 398 E DAMA BEAW BLV0./S1B DMA FLST D.L.O. - r>ac tut ts-Alma¢7As�w Na 7cs7e-' . .MAX. . .. - .. .. .. .. .. , " .. - WIDTH . • FL19563 .. - 'FRAME - - -WIDTH DATE: .11.07.18 "g DWG. ' .. LHK.BY: .. p' HORIZONTAL SECTION E HORIZONTAL SECTION F HORIZONTAL'SECTION Rv. HFN 7 NAIL FIN INSTALLATION ACLIVE/STATIONARY"MEETING STILE: : :NAIL FIN INSTALLATION: - SCALE: NTS. 5 Dw6's• 'AWD243 SHEET: . OF 9 .. .. 1/4"MAX.; " SHIM SPACE ��. Andersen. EDGE MIN. : - : :MIN. SUBSTRATE: SUBSTRATE. MIN: DISTANCE EDGE DISTANCE. - .. SPACING BY-OTHERS. EMBEDMENT BY OTHERS _ MIN. - r .. SPACING. AY ORT,FOURTH AVENORTH f INTERIOR BAYPORT,MN E5003-ID96 ' PH:16511564.5150 F7E:(651)26150E5 MIN. •..•�'..'. .. ..p V. ... Z� •..i...• o,:. ." MIN: _ .. ® Zl7aEMBEDMENT o EDGE DISTANCE SUBSTRATE N. -"< .K 0E° 1/4"MAX.. BY OTHERS. W Z> PERIMETER SEALANT a 1%4"MAX. ' mom' PERIMETER SEALANT-` c SHIM SPACE w Z m t7 m m SHIM SPACE .. a 3 z V o o E"m BY OTHERS D BY OTHERS o." z.s a I EXTERIOR W o V a 3 INTERIOR 'EXTERIOR. INTERIOR - NOTE:' .EXTERIOR• .w 3 mY m NOTE:. : � SILL&JAMB DETAIL SIMILAR: :PERIMETERSEALANT � � op1c `� ' SILL&JAMB DETAIL SIMILAR.: - -_ T : MIN. .. Q VERTICAL SECTION _ BY OTHERS :EMBEDMENT ,a„ . VERTICAL SECTION . F NAIL,FIN(HEAD)' NOTE: THRO,UGH,FRAME(HEAD) - - - REMARKS BY DATE: 8 HEAD&SILL DETAIL SIMILAR. HORIZONTAL SECTION THROUGH CLIP(JAMB) . � �: -.- - : ; oMwiNor EEE,EaacnuEmxomoNsroeAsvEa .. 0.462" SASH REINFORCEMENT REQUIREMENTS' sRE.DLIEEAlDRIOtELW6EDETNUnONT0DE- g iROMTHE REOuwveExrsoEranco,aRNN,aENlram .. Z 1.350'� .. ENGWDOEUMENRi0MN5[1MN1116OONM[NE I� SIZE REINFORCING. �111tttUUfJ 1.294" REQUIRES STEEL REINFORCEMENT IN ACTIVE, �0 Ilifi UNIT HEIGHT>54"• AND PASSIVE OR STATIONARY SASH MEETING �� _ STILES' ```� •.�\.E••S ' ACTIVE SASH MEETING STILE' `PASSIVE/STATIONARY SASH MEETING: O REINFORCEMENT DETAIL' STILE REINFORCEMENT DETAIL UNIT HEIGHT<S4 NOT REQUIRED. .N 7 7 v SA OF ra . INSTALLATION CLIP ANCHOR REQUIREMENTS:, �''�sS O L ENG�`% 6.S00" _ WOOD SUBSTRATE:USE TWO#8 PAN HEAD WOOD SCREWS PER CLIP,IN ROW Nc�EfltJ�aE4AId-E. RaEDA P. N"7371E a NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW: - 'ENEDgG DRms MC oAnA EE/,G1,rt]Sow METALSUBSTRATE:USE TWO#8 HWH SMS ANCHORS PER CLIP,IN ROW EEPE ant Or AUTHWZEnON N>M7E 1.500" 0.625" - O O' O NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW. '_ _ FL#. /n- ". 1.287" CONCRETE/MASONRY:USE TWO hfi'ITWTAPCON ANCHORS;WITH ONE : ���"_� 119/32' 1. Z 3 ANCHOR PLACED,I OW NUMBER ONE AND ONE ANCHOR PLACED IN ROW 1/4" _ F _ NUMBER TWO OF PREDRILLED HOLES SHOWN BELOW.ANCHORS MUST�BE DATE: .11.07.18 PLACED DIAGONALLY ACROSS THE CLIP'.' DWG.BY: .. CHK.BY: r INSTALLATION DETAIL JAMB SHIM RV. HFN 5 - - DO NOT INSTALL ANCHORS THROUGH ROW NUMBER THREE. STALE: NTS DWG. 'AWD243 . - •. SHEET: 0 OF,-9 Andersen.. .. •. •. .. 200 FOURTH AVE NORTH - BAYPORT,MN 550(3-3096 PH:(651)2645150 F)L(651)264-54B5' .. .. LD r 2 .. .. .. .. .. .. .. .. .. V''�M.. O O 0 G z cc INSTALLATION NOTES:. _ .• _ ". " . w Z S. z u 3 5 S a 3 o w Lo p.g0 -€ 1: ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION,'UNLESS OTHERWISE SHOWN.' .3 O" 90 zz mw.' 2.. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION.OF _ - ,w 3, Y THE MAXIMUM SIZE LISTED. R ANCHO SCHEDULE W / �3. •INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OFti/41NCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR _ ' : ''MIN.EDGE . ej .'METHOD. SUBSTRATE. ANCHORSCHEDULE. .MIN EMBEDMENT LAYOUT DETAILS(LE.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR DISTANCE TO THE NEXT. - " #10 WOOD SCREW, '- F n • WOOD:MIN.SG;=0.55 : ' 0.75• . . .FLAT HEAD REMARKS BY DATE- 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(5).:MAXIMUM ALLOWABLE SHIM STACK TO BE I/41NCH' THROUGH FRAME 3 THREADS MIN -- SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED OF.HIGH DENSITY PLASTIC OR BETTER. ". METAL:"18 GAUGE #10 TEK SCREW " PENETRATION BEYOND .0.5' ' Steel,MIN.Fy=.33KSI FLATHEAD METAL 5- FOR MASONRY OR CONCRETE OPENINGS,A IX WOOD BUCK MAYBE USED'(OPTIONAL)AS LONG AS THE MINIMUM EMBEDMENT AND EDGE 'CONCRETE: 3/16'ITW'TAPCON' DISTANCE REQUIREMENTS ARE STILL MET WFHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET I FOR MORE 1.25•- •2.5 " 'INFORMATION. _ - ROUGH FRAME MIN.fc=3000PSI FLATHEAD. 'THROUGH CLIP: MASONRY:CMU per ~NUTKFURARWL DM0Hf FOM5nGF 6."MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO .. 3/16-ITW TAPCON "morn fTH uOuuE oEnuUOAw maFaEu STUCCO,FOAM,BRICK VENEER,' ASTM'C90MIN.2000' FLATHEAD" "1' .. 2.25 fNGQ...QARLHIIFRSHALLg NEE5rtE5KLiHC ANDSIDING. .. .. .. .. .. PSI 00wr4Exrswa usf wrrH TX600aUExr. a 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION #8;WOOD SCREW \\\ILL 1 Tf Lb� RESISTANT COATING: - WOOD:MIN.SG=0.55 . . FLATHEAD •• ..1.51 0.757 `%% bye NAIL FIN 8 .B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS THROUGH CLIP, "3THREADSMIN E•• �' METAL:18 GAUGE ,#8 TEK SCREW•. .� e MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF,MORTAR JOINT INTOTACE SHELL OF BLOCK. Steel,MIN.Fy=.33K51 FLAT,HEAD PENETRATION BEYOND '0.5•' = �,� e METAL r •• N 7 9. -INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND 8 ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR, S A OF F MANUFACTURER. Q' i�T O IOP-• �/�� ' p `�N H �► , ate` RORDA P N.Ne 73776 396 E.NIA BEAW BLw. 3]6 OAIOF BEAOL 0. ON N F6•E mFt a ABnFOmrAnw Ha 29576 ' - - FL#: " FL19563 " DATE: 11.07.18. .. .. .. G.BY: CHK.BY: RV. HFN . . . . . . . . . . . scaLIE NTS AWD243 . . . , . . . . SHEET: g 0F 9 . h"1 +,_ It fit BCIS Home I Log In I User Registration I Hot Topics I'Submit Surcharge I Stats lk Facts Publications I Contact Us BCIS Site Map Unks Search I Florida �r rProduct.Approval. -- USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL'#. . FL19564-R2 Application Type Revision Code.version 201i L CQMPLY WITH.PR AI�IIyO ALL MIRKSHALL Application Status Approved ,. CODES FLORIDA ' BUILDING 0001E ELk?CTRICCODE, :. :NATIONAL AND:.THE CITY OF ZEPHYRHILLS .Comments' 0 RDINANCES Archived Product Manufacturer. Andersen Corporation-. Address/Phone/Emai] 100 Fourth.Avenue North - - Bayport,MN 55003 (651)264-5308 '-- ' : • n s c ATEJAN- ala .barstad@Andes enCorp. om REVCITY IEW d Authorized Signature. - Alan Barstad "_(f �y'•L,_, n. st ala bar ad@AndersenCorp.comi�'' r Technical'Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email " _ Category. .. Windows Subcategory: Double Hung. Compliance Method' Evaluation Report from-aFlorida Registered ArchitecEor-a Licensed Florida Professional Engineer. ❑ Evaluation Report-Hardcopy Received Florida Engineer,.or. Architect Name who developed Hermes F.Norero;P.E. the Evaluation Report . Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden RE: : O Validation Checklist-- Hardcopy Received Certificate of.Independence FL19564.R2 COI COI Andersen SS 2015-08-31.odf Referenced Standard and Year(of Standard) Standard _. Year AAMA/WDMA/CSA'101/I:S.2/A440 . 2005' -'AAMA/WDMA/CSA 101/I.S.2/A440 2008• Equivalence of Product Standards - Certified By, Sections from the Code Product Approval Method Method 1 Option D , Date Submitted 10/20/2017 Date Validated 10/21/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL#, Model,.Number or,Name Description 19564.1 Renewal Series Double Hung Double Hung-Full Frame Windows' .. Limits of Use Installation Instructions Approved-for use in HVHZ:No FL19564 R2 II AWD143 SS 2017=10-20:Ddf Approved.for.use'outside HVHZ:Yes Verified By: Hermes F. Norm,'P.E..FL PE No.73778 Impact Resistant:.No. Created by Independent:Third Party:Yes Design Pressure:N/A. Evaluation ReP orts- - OtherSee Installation'Instructions,AWD143,and FL19564 R2 AE PER5014 SS M7-i0-20.pdf. Evaluation Report,PER5014,for sizes,design pressures,and Created by Independent Third Party:Yes" installation requirements. 19564.2 Renewal Series Double.Hung Double Hung-Insert Frame Windows Limits'of Use Installation Instructions . Approved for use in HVHZ:No FL19564 R2 II:AWD144 SS 2017-10-20:pdf Approved for;use outside HVHZi Yes Verified.By:'Hermes F.Norero,P.E.FL PE No:73778 Impact Resistant:.No -Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:`See Installation Instructions;AWD144,and FL19564'R2 AE PER5015 SS 2017-10-20.1)df Evaluation Report,PER5015,for sizes,design pressures,and Created by Independent Third Party:.Yes installation requirements. 1 . 0' Contact Us'::2601 Blair Stone Road.Tallahassee FL'32399 Phone:850-487-1824 -. The State of Florida'is an AA/EEO employer.,Copyright 2007-2013 State of Florida, Privacy Statement;:Accessibilitv:Statement::Refund Statement Under Florida law,email addresses are.public records.If you do not want your e-mail address released in response to a'public-records request,do not send electronic mail to.this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section .. 455.275(1),Florida.Statutes,effective October 1,2012,licensees licensed under Chapter 455,-F.S.must provide the Department with an email address if they.have ... -one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a .. personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter - .. 455,F.S.,please click bere. .. .. _ .. . . - Product Approval Accepts:. 700 - : Credit:Ca�d safe'' . ANDERSEN CORPORATION RENEWALBYANDERSEN DOUBLE HUNG A� IOD FOURTH AVE BAYPORT,MN S5DO3-lD96 WINDOWS INSERT FRAME-. NON-IMPACT , PH:1661,16G.S16D Fk 661)26454R6 zm .INSTALLATION NOTES:. p Q 5 � 1."ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.ANCHOR MAY. 'GENERAUNOTES: - twit O: p 3 Y $ ' BE PLACED-THROUGH INTERIOR OR EXTERIOR JAMB SASH TRACK AT EACH ANCHOR LOCATION ` " ` : - ' . ' W�a QQ V• m m==a "SHOWN:SEE SHEET 4 FOR ANCHOR REQUIREMENT NOTES, 1: THE PRODUCT SHOWN HEREIN IS DESIGNED'AND, ." ••. :•OZ 'Q;• o; MANUFACTURED TOCOMPLY WITHTHE CURRENTFLORIDA _ 2. INSTALL INDIVIDUAL INSTALLATIONANCHORS WITHINA TOLERANCEOFtl/21NCH OF THE. BUILDING CODE,INTERNATIONAL BUILDING CODE - TABLE OF CONTENTS' �p�'z soo DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL II.E.,WITHOUT CONSIDERATIONOF: INTERNATIONAL RESIDENTIAL CODE EXCLUDING HVHZ.THE .m t]Z Dt) y'DO PRODUCT HAS BEEN EVALUATED TO THE FOLLOWING: SHEET REVISION SHEET DESCRIPTION. -SZ m•. TOLERANCES).'TOLERANCESARENOTCUMULATIVEFROMONE1NSTALLATIONANCHORTOTHE .. " NEXT. - - .•.AAMA/WOMA/CSA 101/I.S.2/A440-05/09. 3 w 3."THROUGH FRAME:FOR INSTALLATION INTO ZX BUCK USE 01UH WOOD SCREWS OF SUFFICIENT. - W= / ' 1' A GENERAL&INSTALLATION NOTES _J ` '2 ELEVATIONS&ANCHOR LAYOUTS F LENGTH TO ACHIEVE 11/21NCH MINIMUM EMBEDMENT INTO WOOD'SUBSTRATE AND SHALL 2. ADEQUACY OFTHE IXISTINGSTRUCTURAL -" - � �� i "MAINTAIN MINIMUM 1/2 INCH EDGE DISTANCE. CONCRETE/MASONRY,2X AND METAL STUD FRAMING AS A' VERTICAL SECTIONS;REINFORCEMENT REQ'S&GLAZING MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF : - 3 DETAIL REMARKS BY DATE 4.THROUGH FRAME:FOR INSTALLATION INTO METAL SUBSTRATES USE#10 FH GRADES WITHSTANDING AND,TRANSFERRING APPLIED PRODUCE" .. .. '6TH FBC CODE CHANGEMR .15.17 3 LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 4' - "HORIZONTALSECEIONS! . SELF-DRILLING ORSELF-TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS ENGINEER OR ARCHITECT OF RECORD FOR THE PROIECTOF' p MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATEAND SHALL MAINTAIN MINIMUM.. . . •�@9" 1/21NCH EDGE DISTANCE. _ 'INSTALLATION. , ` ` ` . F S.THROUGH FRAME:FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY,OR DIRECTLY- 3. 3X AND 2X BUCKS(WHEN USED)SHALL REDESIGNED AND $ '•INTO CONCRETE/MASONRY;USE ONE 1)3/16/NCH FHITWTAPCON OF SUFFICIENT;LENGTH TO: "ANCHORED.TO PROPERLY TRANSFER ALL LOADS TO THE. ,wosruuxm Re avRoouaowwxo¢oeenRr ( WIfNDUfWRIROI mx .1 BURDING DRDPS,MC 'ACHIEVE 11/41NCH MINIMUM EMBEDMENTAND SHALL MAINTAIN MINIMUM 2INCH EDGE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE - uTERnrroxz"omriox;xRixx6xMG,oRDmm DISTANCE. '• '• •• ", RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD DESIGN PRESSURE RATING" MunxGsror.o:Dowuuxr a[uor rtRrD1[D,wD . FOR THE PROJECT OF INSTALLATION. —UDATT OUR R""`"Dx" Digitally signed F.Norero,P. .6.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL.FINISHES,INCLUDING BUT NOT. SIZE SILL TYPE` DESIGN PRESSURE Jr�t lEj ero. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC _ Reason:11���roylPg ,ument 5 LIMITED TO STUCCO,FOAM,BRICK VENEER;AND SIDING, AND MAY NOT REFLECT ACTUAL CONDITIONS FORA SPECIFIC FIAT .Date:7`ILT�.,•,1(C2U '0�ir, +20.0 ` .•••••• €€ SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE - 54"X 72" /-20.0 PSF; �(r.•• i�. .E .7.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION" FROM THE REQUIREMENTS DETAILED HER, A LICENSED' SLOPED: ��� RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING." ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC - - '• ••-PO -. - -. "FLAT '+35.0/-35.0 PSF- DOCUMENTS FOR USE WITH THIS DOCUMENT.'. 45"X77" 7 - 8.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO. - - SLOPED; +25.01/-35.0 PSF * *r MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF.BLOCK OR EDGE OF MORTAR ' 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO- FLAT _ JOINT'INTOTACE,SHELLOF BLOCK. - ." .. ,48".X 96" -+20.0/-20:O PSF - LLJ PROTECT THIS PRODUCE IN AREAS REQUIRING IMPACT SLOPED" P'.•2•44 .(x 9.INSTALLATION ANCHORS SHALL BE INSTALLED IN'ACCORDANCE WITH ANCHOR MANUFACTURER'S' RESISTANCE: . " . " ' "STALLATI - i� ••....•••'• G\?,�� Ci STRENGTHS LESS ESSTHA THENS;AND ANCHORS SHALL MINIMUM STRENGTH SPECIT BE USED IN SUBSTRATES WITH:FIED LED BY THE ANCHOR MANUFACTURER.. ,6.WINDOW FRAME MATERIAL:FIBREKI AND .: ." NOT. ON STRUCTURAL TRUCTURALOESIGN PRESSURE OF+/35 PSF` �� / A1-E?����� N 34!NIALkb�ai 103NSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE '7.'SEE SHEET 3 FOR GLAZING DETAILS.• - -naaoA P.e.ND 73T/6 &nDDIC DROPS.tNL MATERIALS WITH THE FOLLOWING'PROPERTIES: ` � .3Ra t:Dr eE"d BLw. AD . 8.DESIGNATIONS X."AND"O"STAND FOR THE FOLLOWING: - D"Da�DE rt smoj - 'A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. - nse mrr.a wTNaaFL xo_mle B.,CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000PS1.'" "' X. OPERABLE PANEL " 0: FIXED PANEL' _ FL'#: QC . C."MASONRY,-STRENGTH CONFORMANCE TO'ASTM C-90 F��"JlJ•J�� ..D.STEEL-MINIMUM YIELD STRENGTH OF 93 KSI.:MINIMUM WALL THICKNESS OF 48,MILS(18 a ..GAUGE). .. .. .. .. A "E.�ALUMINUM-MINIMUM WALL THICKNESS OF%INCH,6063-T5:ALLOY OR BETTER. DATE: 08;15.17 . . a DWG.BY: .. CHKHY: HR FN SCALE- NTS 6 .. .. .. DWG_ -AW . . • D144 SHEET: OF 4 . - UNIT MAX; byAn Renewal WIDTH 48° erse n. MAX:D.L.O. 42'. UNIT MAX.. A WIDTH 54" .: 3 .- .. •100 PouRrxAve xoRTx BAYPORT,Mx 55003-1096 MAX.D.LO. . . . Pxassllxsaslso rx esllxcasaes .5 2 3 .. .. .. .. � .rA MAX. D.LO: q q. q. W.W m K am S 43-1(4 w Ci o 0 3 a MAX. . q 4 q q Lu UNIT .. g .. 0 1n a' o.E D.L.O. 3.. Z "D W. 31-1/4" m UNIT �,Z 2 MAX.- ' ' HEIGHT 96". r m . MAX. ¢3 z HEIGHT' w l9 72 MAX. ��W • . � C D.L:O.. - „X 43-1/4" a 31-1/4" - .. _ REMARKS BY DATE: 6TH FBC CODE CHANGEHR .15.17 a 3 3 C D 3 3 ' . S - - � � � � � - � � - � � �AxosxAuxmuxlnrowaoMvmou"xva"•. ELEVATION ELEVATION WR NUNWOExm M OFBUAgNG"BOR.RK umunorq nxmrKaS,Mtiwicxrixy OR mMR .� .. ,, .. .. xuxnxcsronRs oocuM[xrulxm otuemmuro ixvui"A xnnun"x. 547 x,72" 48".x 96" . - - - - NOTE:ORIEL,COTTAGE,AND CUSTOM SASH. 7 r SIZES ARE AVAILABLE UPON REQUEST SUCH: . ' 7.-p r r t''` THATTHEY DO NOT EXCEED MAX.SASH D.LO: (1, _ - SIZES SHOWN HEREIN: i C P;:•� A1-�C�`,`�� HENw�ae?b`E 16"MAX.O.C. FLMDA V.L No]]]!B. . .S9!L OVA U 0�/1�W R.W./330' oAwA�01 n 33BBs nroi owT.a wTMORQAnax xw zus]e "X" - 19564° .17 DWG.BYO8115HK.BY:'. 5"FROM CORNERS . . . .• HR HF - _ - - - SCALE: NTS. � ... .: ' Dw�.a: 'AWD TYPICAL'ANCHOR LAYOUT 144 . ' - SHEET: OF 4 . 1 CAULK BETWEEN. Renewal . CONCRETE/MASONRY&2X : LAndCLSerL s WOOD.BUCK BY OTHERS CONCRETE/MASONRY 2X WOOD BUCK- •` - BY,OTHERS. _ +� c - BY OTHERS '11/16"O.A.INSULATED. f 1/4"MAX. GLASS. .�.B. m.. EXTERIOR FINISH SHIMSPACE -SEE GLAZING 1ooFouBTHAv6NOBTH BYOTHERS, EXTERIOR - :INTERIOR' - - \ DETAIL. BAYPORT.MN 55003-1096 /. \ PH:(651)264-5150 FX:(651)264-SM .. PERIMETERSEALANT. .• - - .. - ..�' .- 1 W .. BY OTHERS. .. _ u _ _ :\ .O.A.WINDOW• m� •� g p . HEIGHT: .EXTERIOR; .INTERIOR .O . O.A.WINDOW O� ..� � SILICONE \ .HEIGHT EXTERIOR -1. _INTERIOR BACK BEDDING ',1 2 G• S', , ' O b'�b "a p 3= S `. -- .-. _ •I: PERIMETER -. _ SEE GLAZING DETAIL 1/4"MAX.. C Z'¢ .: .. .. .. M SPACE_ _ - :SEALANT� W a BY OTHERS _C SHIM 2 H al �. d 00 DO EXTERIOR FINISH 2 E m VERTICAL SECTION ' . . . . E"� GLAZING DETAIL . . . . .BY OTHERS ¢3 / 3 `HEAD'-2XWOOD BUCK NOTE: 2X WOOD uu{{2 2 GLASS TYPE AND THICKNESS SHALL BY OTHERS � a E _ ASTM E130D-04 t" COMPLY WITH ��� `' Fes= - - : GLASS CHART REQUIREMENTS. ., ! ✓'\; •.V ERTICAL'SECTION. REMARKS BY DATE: SILL 6TH FBC CODE CHANGE'HR .15.1 - ALTERNATE'SLOPED SILL' . ././ SEE GLAZING DETAIL . . .EXTERIOR { ' . INTERIOR• . : .. .: .. .� 0 0, 3 axosx NOTBBFREMODUCE0[NMOMOa 22 " a�� WRXOUT COHSENIOF BUMMG DRDRS.MC D:844". MDrt10MENT MICJRM40RD11RR . suwxDsroTHaDDwmExrRRE NarFInMmEDRrm N 1.062" 0.793" ` `� 5,F. O/ij♦,♦' VERTICAL SECTION �����. ..... . TALL BOTTOM'RAIL WOOD(LVL) : ' RAIL AND STILE ALUMINUM .. 3 . ,' � CHECK RAIL� � � .' � ..� .. _ .. REINFORCEMENT DETAIL REINFORCEMENT DETAIL 7 ' SASH REINFORCEMENT REQUIREMENTS' Z . SEE GLAZING DETAIL 0 T T r.Q �1p': C . P..•w4'C REINFORCING REQUIRED' �i1'����'••........ LOCATION 'SIZE - REINFORCING: .♦i♦/SS�ONA1.,��G .UPPERSASHSTILES SASHHEIGHT>37.8345" ' REQUIRES ALUMINUM REINFORCEMENT >r�u �\P� EXTERIOR :INTERIOR' •- INSERTED INTO STILE Fw®aOOI eNG DR�me O.A.WINDOW. .. .. .. SASH WIDTH>43.125". - .. .. PC �m)°i wm i n sx _ HEIGHT' _ _ 0 "' '" UPPER SASH- ., OR REQUIRES ALUMINUM REINFORCEMENTFDPE 3B5" E - - PAILS SASH WIDTH 236.125"AND INSERTED INTO RAIL FL#: - 'SASH HEIGHT>37.8345" . . s PERIM ETER SEALANT yi: -1 FL19564° 1/4"MAX. ' BY OTHERS SHIM'SPACE" .REQUIRES ALUMINUM,REINFORCEMENT LOWER SASH STILES. SASH HEIGHT>38.9645" -1 INSERTED INTO DATE: ,08.1rj,17, EXTERIOR w .. _::: .:. •. WIDTH>.43.125". BY OTHERS - -� � � ., :•SASH WI _ � DWG.BY. .. CHK.BY. 1X WOOD BUCK "' •" :LOWER SASH: OR REQUIRES ALUMINUM REINFORCEMENT; _ _ - HR HFN (OPTIONAL)BY OTHERS' PRECASTSILL: RAILS SASH WIDTH 236.125"AND SASH INSERTED INTO.RAIL . ., ,.;'..'�•.':. OR CONCRETE SCALE: : NTS r:cr.'. GHT>3B.9645'. . HEI . 6 .. CAULK BETWEEN .. 'BY OTHERS., .. .. .. .: _ DWG.p: AW D144 CONCRETE/MASONRY&1X ••.- LOWER SASH SASH VJIDTOR>43.125" -REQUIRESWOOD LVL REINFORCEMENT EET WOOD BUCK BY OTHERS. �.' ,VERTICAL.SECTION .. ..,` .. TALL'BOTTOM RAIL ,SASH.WIDTH236.125"AND SASH. _ INSERTED.INTO u .. .. w 1 .. .. GHT>38.9645'... .. .. 3 .SILL-1.X WOOD ON CONCRETE/MASONRY. HEI NNNJJJ FLATSILL OF 4 . � Renewal 1 bvAndersen. ' '11/4"MIN.' 1 11/4-MIN. EMBEDMENT .. .1/4"MAX: .: .. .. 1/4"MAX. -EMBEDMENT .. SHIM SPACE' - SHIM SPACE - 2"MIN.EDGE . - DISTANCE.' .. - .. - INTERIOR - - - INTERIOR - ' 'a.:. '100 FOURTH AVE NORTH- . BAYPORT,MN 5 5 0 0 3-109 6 .2�MIN.EDGE y.: ••'4 PH:(651)Z64-5150 FX:(6S1)1"sm � . DISTANCE ".: ' .. .W .. - .. .. .. .. .. .. .. j. Z .. .. .,.::".' . . ONE j1)3/16"FH ITW TAPCON p N •. ONE(1)3/16"FH ITW TAPCON. \ : : INSTALLATION ANCHOR,SEE ' JAMB ANCHOR NOTES Z O# INSTALLATION ANCHOR,SEE - 3 $ .JAMB ANCHOR NOTES - •CAULK BETWEEN. Z,�• 3 -A .. .CONCRETE/MASONRY..` .'• • .. .. • .:r;j.. CONCRETE/MASONRY&2X O Qa- E : Z.g s . - - - - WOOD BUCK BY OTHERS .'Z�� BY OTHERS, EXTERIOR - EXTERIOR . PERIMETER SEALANT - - - _ CONCRETE/MASONRY BY OTHERS' BY OTHERS' m O n m^ SEE GLAZING DETAIL SEE GLAZING DETAIL — Z•.0 m EXTERIOR FINISH - .. .. .. .. .. .1X WOOD BUCK BY OTHERS;'. O.A'.WINDOW - - O.A.WINDOW (OPTIONAL).BYOTHERS' Wp, `WIDTH: _ _ .WIDTH ___.`PERIMETERSEALANT BY"OTHERS E - - EXTERIOR FINISH ? - BYOTHERS. REMARKS BY DATE: • .' 6TH FBC CODE CHANGE;HR 8.15.17 I . �HORIZONTAL'SECTION g, HORIZONTAL SECTION JAMB-CONCRETE/MASONRY _ 4 ,JAMB-1X WOOD ON CONCRETE/MASONRY g' - THROUGH FRAME. .. .. .- - .. .. THROUGH FRAME - 3 JAMB ANCHOR REQUIREMENTS: - - ""wmia""rw E1E­V oORP's.v­ ONE ANCHOR IS REQUIRED AT EACH JAMB ANCHOR LOCATION .: .: nwo�wsronm �'rir�an wm 6rcnmrtrzonNn .. - sPiaFIED ON ANCHOR LAYOUT.. . " - - - . . R - •ONE ANCHOR IS TO BE INSTALLED THROUGH EITHER OFTHE ``��L1111 q►f/J', - `5 p� MINIMUM11/2" TWO TRACKS AT EACH ANCHOR LOCATION SPECIFIED. '' •• �� r�'F. O ` . .. .. - .. .. .. 3 THREAD PENETRATION .`�����••• :CC,pO��� EMBEDMENT . .. .. .. .. .: .. .BEYOND METAL FRAME . �* .•T-*r 3/4",MIN.EDGE . 1/4"MAX.: 1/4 MAX.: 1/2"MIN:EDGE. DISTANCE, DISTANCE ro T T D .SHIM SPACE SHIM SPACE INTERIOR. :'INTERIOR ( P.••• <4�� . •SEE'GLAZING DETAIL : ;' r• ' 'SEE GLAZING'DETAIL, ' _ NA��y-�0G%% N �J rib,7M s ONE(1)#10 FH WOOD SCREW \ ONE(1)#10 FFI GRADE 5 SELF-DRILLING _ =5 EA DAHA DEACH.R 330W . E DANIA E VD./33! x INSTALLATION ANCHOR-SEE OR SELF-TAPPING INSTALLATION ANCHOR, F aE onT.OF AunaerAnoN Na 79378 . s - SEE JAMB ANCHOR NOTES - NOTES ABOVE• FL#: .' WOOD FRAMING ' •. ,, \ • METAL SUBSTRATE BY OTHERS- - BYOTHERS EXTERIOR• .. •. EXTERIOR .. .. _ . ' FL19564 . . . . . .SHEATING BY OTHERS DATE: 08.15.17 . PERIMETER SEALANT BY OTHERS - n : EXTERIOR FINISH .. .. .: .: .. T .. . • _ � EXTERIOR FINISH'BYO HERS � � DWG.BY: CHKHFN - "BY OTHERS O.A.WINDO_W .O.A.WINDOW. SCALE: NTS i ' WIDTH WIDTH - PERIMETER SEALANT BY OTHERS - ', DWG.#: AW C HORIZONTAL SECTION p HORIZONTAL SECTION: D144 . SHEET: '4 JAMB-WOOD BUCK SUBSTRATE ,. :4 JAMB METAL FRAME SUBSTRATE .. THROUGH FRAME _ .. .. .. .. •THROUGHFRAME: OF 4 . . . . . . m ' v • Plan Review Windows & Doors . 1) _Need, manufacturing installation specifications: 2) .Must meet'sections.R308 and R612 of the.2017 F.B.C. 3) If windows are to be installed inside the historical district;.they will need to be approved by the historical comm ittee.- 4.) No other work shall be_permitted (framing; plumbing; and mechanical) unless otherwise specified,: 5:) This is for replacement(glass for'glass) only. If you wish to change from screen or vinyl windows to glass,then additional information is required, . 6:) All windows to wall connections shall be left visible for inspection. 7) All labeling and stickers.shall remain on windows until final inspection: 8) :No work shall start without permit first-.