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HomeMy WebLinkAbout20-22740 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22740 BUILDING PERMIT 'PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22740 Address: 6504 WAGON TRAIL ST 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: SILVERADO Est. Value: Parcel Number: 05-26-21-0080-00600-0170 Improv. Cost: 8,570.00 OWNER INFORMATION Date Issued: 4/16/2020 Name: COLE, GAIL ANTOINETTE Total Fees: 127.50 Address: 6504 WAGON TRAIL ST Amount Paid: 127.50 ZEPHYRHILLS, FL 33541 Date Paid: 4/16/2020 Phone: 347-268-3976 Work Desc: PATIO DOOR REPLACEMENT CONTRACTORS _ APPLICATION FEES RENEWAL BY ANDERSEN WINDOW REPLA BUILDING FEE 127.50 _ n ouv" Ins ections Re uired 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 11 before recording your notice of commencement." Complete Plans Specifications Must Accompany Application.All work shall be performed in accordance with City Can Ordinances. NO OCCUPANCY BEFORE C.O. NO O UPANCY BEFORE C.O. CO OR SIGNATURE PERMIT OFFI R 7PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER .1 r•r�. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: © Site: t(Agvy) TY-A (� J Permit,Type: l�� 1(—C,)2jL---�,,O GlOv"( S► Approved Who comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall be t with the permit and/or plans. APR, 0 7 8 Kalvin Sw er Tans Examiner Date retractor and/or Ho aw er (Required when comments are present) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department (� 1 Date Received 3 �� 2lD Phone Contact for Permitting v&3 Owners Name Cl O'`� Owner Phone Number 3� (0 -35 Owners Address �—I WTI 0� i'al Owner Phone Number Fee Simple Titleholder Name r Owner Phone Number Fee Simple Titleholder Address - JOB ADDRESS 56 W Cl O (1 r cl �-- LOT# SUBDIVISION PARCEL ID# 05 a t0 02 "bCA6 — O6(0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR ADDIALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME Q—I STEEL 6% ` DESCRIPTION OF WORK �� r C' ' ��O dov- � I—e— - Fh I of I v l BUILDING SIZE SQ FOOTAGE HEIGHT BUILDING $ 0 6 530 u0 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ rti /a./Q5 =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � =GAS = ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER �/ COMPANY Renewal By Andersen of Florida SIGNATURE 2 t' REGISTERED Y/ N FEE CURREh I Y/N Address 997 W Kennedy Blvd.Orlando, FL 32810 1 License# I CGC152613 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREK I Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREt Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRVI I Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111111111 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,Slormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large 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 onsite,Construction Plans,Stormwater 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 Attomey(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 contactor 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"W 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 FAILUR TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS T,9 YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEW BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. RI FLORIDA JURAT(F.S.117.03) Q OW ER OR AGENT ONTRACTOR Sus and sw atfi ed).b for t is bs Kedsworn t r e ��et�pre� a thi U Nby - 6 a� y Ara* YtivC- \t J ho i e rsonal known to me or hasrhave produced o i to me or has/have produced tYd m N as identification. as identification. t 0. LL 09 x " � Lu 0 � LL CD, T � aO5, � C7 N y m / / Notary Public Notary Public F< X n -0 Co ission No. Commission No. G yoU W N V 0 n Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped r D ~may bvlao,�. m • Plan Review Windows & Doors . 1) ,Need. manufacturing installation specifications: 2) Must meet sections.R308 and R612 of the 201.7 F.B.C. 3) If windows are to be installed inside the historical district;.they will need to be approved by the historical committee: 4) No other work shall be permitted (framing; plumbing;and,mechanical) unless.othe.rwise 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 windowsto wall connections-shall be left visible for.inspection. 7) All labeling and stickers.shall remain.on windows until final inspection: inspection: No work shall start without permit first.. INSTR#20200J'S1 85 OR BK 1 0080 PG 501 Page 1 of 1 04/01/2020 11:21 AM Rcpt:2150130 Rec:10.00 DS:0.00 IT:0.00 Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller Permit No. Parcel ID No 05-26-21-0080-00600-0170 NOTICE OF COMMENCEMENT � (�C�1 V Stale of 'Flo✓I lY� D`County of 1 mot) - THE UNDERSIGNED hereby gives notice that improvement vM be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following Information is provided In this Notice of Commencement 1. Description of Property:Parcel Identification No.05.2621-0080-w600.0170 Street Address: 6504 WAGON TRAIL ST ZEPHYRHILLS,FL 33541 2. General Description of Improvement Replacing Windows and/or Doors Size for Size 3. Owner Information or Lessee Information if the Lessee contracted for the Improvement: COLE GAIL ANTOINETTE Name ZEPHYRHILLS FL 8504 WAGON TRAIL ST Address City state Interest In Property: Owner Name of Fee Simple Titleholder. (If different from Owner listed above) Address City State 4. Contractor. Renewal By Andersen of Florida f WIT 5112 E.Ademo Dr Name Tampa FL o Address City stale �y~ •• Contractors Telephone No.: 813/285-8939 .i ' a S. Surety: Name J� • .v W _ Address city State Amount of Bond:S Telephone No.: �b°� 6. Lender. 1j+� • ,t �� ` ti Q ��`J Name Address City State e , Lenders Telephone No.: p� 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by section 713.13(1)(a)(7),Florida Statutes: Name Address City State Telephone Number of Designated Person: fr Y 8. In addition to himself,the owner designates of W J IY to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes. Q Z U_ 0 J Uj Telephone Number of Person or Entity Designated by Owner. (n W LL NNE 0LL U 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the Z � O contractor,but will be one year from the date of recording unless a different date is specified): CO.1 - U ENT ARE C LLJ WARNONSIDER DER: ANY IMPROPER PAYMENTS UND MADE ER CHAPTE THE R 71�3.PART 1,SECTION 71IRATION 3 3, FLOF THE RIDAESTATUOTDS SAND CAN a W 0 ~ ( O RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE �• Cr W Z J 46 RECORDED WITH YOUR LENDER OR AOSTED N ATTORNN THE EY BEFO BEFORE OM COMMENCING WORK OR RECORDING YOUR NOTIC NSPECTION. IF YOU INTEND TO OBTAIN COMM FINANCING ENCEMENT. O d ' IX Under penally of pe jury,I declare that I have read the foregoing no of commencement and that the fads ad the a true to a best >- = 0 0 LWL J of my knowledge and belief. C U, STATE OF FLORIDA F- tl COUNTY OF PASCO _ 0 U Z W S ture o Owner or Lessee,or Owners or Lessee's Authorized U _I car/Director/Partner/Manager Q} U IM 0 LL- D LL W 00 acknowledged Signat a TNe/Officen I= t1 } 0 The foregoing Instrument was nowledged before me thi day of �G� 201-0 by�/<1 Ltd(.6�`� W O O 0 Lu as (a a of authority,e. trustee,attorney in fad)for 0 0 0 (name gf azty heH whom I _ s executed). 0 F- Z W J LL Personally Known❑2a Produced Identification Notary Signature `/ H � ¢ Y W Type ofIdeng5cation Produce dL�{.Oo-A5(19'SSZ��Name(Print)T_S}l✓1� WY7` ` F = � Z } rn F- H O Z m Jestine Whitaker NOTARY PUBLIC STATE OF FLORIDA Ctxnrrt#GG967194 wpdetarocslno0cecommencament_pco53o48 S E �� Expires 3/9/2024 Renewal Agreement Document and Payment Terms byAnderser% dba:Renewal By Andersen of Florida Gail Cole MLACMENT Legal Name:JLM Windows,LLC 6504 Wagon Trail St CGC1527613 Zephyrhills;FL 33541 wn+o 997 West Kennedy Blvd.Suite At 1 Orlando,FL 32810 H:3472683976 Phone:407-803-4723 1 Fax: I Customerservice®rbafla.com Buyer(s)Name: Gail Cole -Contract Date: 03/'21/20 -. Buyer(s)Street Address: 6504 Wagon Trail St, Zephyrhills, FL 33541 Primary Telephone Number: 3472683976 Secondary Telephone Number: PrimaryErnail: gail011@optonline.net Secondary.Email: Buyers)hereby jointly and severally agrees to.purchase the products'arid/or services of JLM Windows,LLC d/b/a Renewal By Andersen of. Florida("Contractor"),in accordance with the terms.and conditions.described,in this Agreement Document and Payment Terms,any. . docurnents listed in.-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").Buyer(s) hereby agrees to sign a completion certificate after Contractor has completed all work under this Agreement. Total Job Amount: $8,570 By signing this Agreement,you acknowledge that.the Balance Due,and the Amount, Financed must be made by personal check,bank check,.credit card,or cash:. Deposit Received: :: $0 Balance Due: $8,57.0 Estimated Start: Estimated Completion: Amount Financed: 10-12 Weeks 1-2 days $8,570 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 offrcial date and time at a Iat&date..Rain and extreme weather are the most common causes for. delay Notes:. . . Buyei(s)agrees and understands that this Agreement constitutes:ihe entire understandings between the parties and that.there:are no verbal understandings changing or modifying any of the:-terms of this Agreement.No alterations to or deviations from this Agreement will_be valid without.the signed,_writteri consent of both the Buyer(s) and Contractor.Buyers)hereby acknowledges that Buyer(s) 1)has:read this Agreement,'undeistands the terms of this Agreement;and.has received a completed,signed;,and dated copy of this Agreement,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 ate entitled to a copy of the contract at the time you sign. YOU,.THE BUYER,MAY.CANCEL-THIS TRANSACTION AT ANYTIME NOT LATER THAN MIDNIGHT OF 03/25/2020.-OR THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION, WHICHEVER.DATE IS LATER:SEE THE ATTACHED NOTICE OF CANCELLATION FORM FORAN EXPLANATION OF THIS RIGHT.. Legal Name:JLM Windows,LLC dba:Renewal By Andersen bf Florida Buyer(s) Signature of Sales Person, Signature Signature Grady Sturgess.111 Gail Cole Print Name of Sales Person Print Name Print Name UPDATED:'03/21/20 Page 2./ 17 Renewal Order Summary by Andersen: dba:RENEWAL BYANDERSEN OF FLORIDA GAIL COLE WLA.EME.T egal Name:1LM Windows,LLC,I License#CGC15276136504Wagon Trail St 997 West Kennedy Blvd.Ste A-18.1 Orlando,FL 32810 Zephyrhills,FL 33541 WINDO Phone:407-803-4723 1 Fax:407-386-8262 1 concierge®rbafla.com -- - - Measure Tech:.Grady Sturgess III,(404)328-8339 H:347268397- I G: •• •• DETAILS JOB 109 breakfast nook 71-1/4 79-1/2" Patio Door: Gliding, 400 Series Frenchwood, 2 Panel, Stationary/Aetive, Exterior White, Interior White-Glass: All Sash:Tempered High Perf. SmartSun" Glass, No Pattern Hardware: Newbury@; Brushed Chrome;Auxiliary Foot Lock Color Matched.Screen: Gliding, Full Screen Grille Style: No.Grille Misc: None . Construction: None Material:.None PRODUCTS: 1 WINDOWS: 0 PATIO DOORS: 1 SPECIALTY: 0 :;MISC: 0 Updated3121/20 Estimated Duration: •••• FLOOR BACK j UNIT NOTES I 101. " SIDE SIDE FRONT • • • 03/21/20 Page 2 / 6 8/9/2018 Florida Building Code Online 10m,`:tm Y I�;�.,•l ,i�f� � BCIS Home, Log In User Registration .Hot Topics Submit Surcharge Slats&Facts i Publications:�. Contact Us i,BCIS Site Map1 Unks •Search i Florida. . _ Product Approval - USER:Public User - Product Approval Menu>Product or-Application Search>Application Lisb>Application Detail - I • 'a e I FL# FL14429=R6 /� APPlication.Type Revision ODESALL WQRK SH Code version = " . 2017 NgT10Nq� ORIDA BV�DPLY WITH P�Application Status . Approved EL BUILDING CQ co AILING ;. r 0 dE; Comments . NOES PH CHIC 1 ORDINANCES E L� Archived . . . Product Manufacturer Andersen Corporation Rev/c1,�' Address/Phone/Email, 100 Baypoit Fourth MN:55003 North C�7�`V V'D�Tr AP1q, o ' I C "1 (651 264-53 8 p� alan barstad@AndersenCorp.com" OF pr v�Xd�p� _ 14 Authorized Signature Alan Barstad. alan.barstad@AndersenCorp.com Technical Representative Address/Phone/Enia ll Quality Assurance Representative Alan Barstad Address/Phone/Email 100 Fourth Avenue North ' Bayp ort,MN 55003 (651)264-5308... abarstad@andersencorP.coin Category Exterior Doors Subcategory Sliding'Exterior Door Assemblies 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 the.Hermes F.Norero,P.E. Evaluation Report . . .:Florida License PE-73778 Qua lity'Assurance-Entity Door r Manufacturers Association-QA. Quality Assurance Contract Expiration Date 12/31/2020 " -Validated By Locke Bowden P.E. ✓ lid - Validation Checklist Hardcopy Received Certificate of Independence FL34429 R6 COI COI Andersen SS 2015-08-31:pdf Referenced Standard and Year(of Standard] Standard AAMA/WDMA/CSA.101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S:2/A440 2008 - AAMA/WDMA/CSA-101/I.S:2/A440. 2011' ASTM E 1886 2002 ASTM E 1886 2005 ASTM E 1996 2612 ASTM"E 1996. 2002 TAS 201 1994 TAS 202 1994• TAS 203 1994 https://WWW.floridabuilding.org/pr/pr apo_dtl.aspx?param=wGEVXQwtDquiKNpeAsu%2bZPP3j°/a2ba4esDUpCg99bjsFkZi4GyBITrjlg%3d%3d - 1/3 8/9/2018 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/21/2017 Date Validated 10/21/2017 Date Pending FBC:Approval 10/26/2017 Date Approved 12/12/2017- Summary of.Products FL# Model,Number or Name . Description 14429.1 .. . 300.Series.. GildingPatio Doors,. Limits-of Use Installation Instructions Approved for use in HVHZ:.No FL14429 R6 II AWD120 SS 2017-10-20:pd Appivved for use outside HVHZ:Yes Verified By: Hennes F.Norero,RE.:Florida P.E.#73778: . - Impact Resistant:No: Created by Independent Third Party:Yes Design pressure::+30/-30 Evaluatlon Reports . Other:Refer to pressure tables.on drawing AWD120(Note,:All FL14429 R6 AE PER4968 SS 2017-10-26.pdf pressures meet water infiltration requirements) Created by Independent Third Party:Yes 14429.2 200 Series Narroline, Gliding Patio Door . . 'Limits of Use Installation.Instructions App[oved for use in HVHZ:No FL14429 R6 II AVIID112 SS.2017-10-20.pdf: Approved.for use outside HVHZ:Yes Verified By: Hermes,F.Norero,P.E.Florida P.E.73778 . . Impact Resistant:.No Created by Independent Third.Party:Yes . Design Pressure:N/A Evaluation Reports. Other-Refer to pressure tables on drawing.AWD112(Note:All FL14429 R6 AE PER5174 SS 2017°10-20.pdf pressures meet Water infltration requirements) Created by Independent Third Party.:.Yes 14429.3 200-Series Perma-Shleld. Gliding Patio Doors.. Limits of Use.. Installation Instructions . Approved for use in HVHZ:;No FL14429 R6 II AWD191 SS 2017710-20.gd . - Approved for use outside HVHZ:Yes Verified By: Hermes Ks Norero;,RE.Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:.Yes. Design Pressure:N/A Evaluation Reports t4:Refer to pressure tables on AWD191(Note:All FL14429 R6 AE PER5175 SS 2017-10-20.pdf pre su meet water infiltration requirements) Created by.independent Third Party:Yes 14429.4 400 Series Frenchwood•Gliding Patio Door_ Its of.0 Installation Instructions A Piby�If use in HVHZ:No. FL14429 R6 II AWD117..SS 2dw-30-20.pd�:: Approved-f r use outside HVHZ:Yes Verifedi By:-Hermes F.Norero;RE.Florida P.E.03778 Impact Resistant:No Created by Independent Third-Party:'Yes . Design Pressure:N/A Evaluation Reports Other:.Refer to pressure tables on drawing AWD117(Note:-All FL14429 R6 AE PER4965 SS-2017-10720.pdf pressures meet water Infiltration,requirements) Created by Independent Third Patty:Yes 14429.5 A Series FWGPD _ Gliding Patio Doors Limits of Use` - : Installation Instructions Approved for use in HVHZ:Yes FL14429 R6 II AWD118 SS 2017-10-20.pdf Approved for use outside HVHZ:Yes Verified By:.Hermes F Norero,PE.Florida P.E.#73778 Impact Resistant:Yes Created by Independent Third Party:Yes. Design Pressure:N/A Evaluation.Reports Other:Refer to'pressure tables on drawing AWD118(Note:.All FL14429 R6 AE'PER4966 SS 2017-10-20.kfff pressures meet water Infiltratioh requirements): Plastic Material Created by Independent Third Party:Yes. Certiflcation,of.laminated.giazing.interlayers are listed under. cur rent Mlaml-Dade:NOAs. 14429.6 A Series.FWGPD DP:Upgrade Gilding Patio Doors Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14429 R6 11 AWD119 SS 2017-10-20:12-Off - Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida RE.73778 Impact Resistant:No Created by Independent Third Party:•Yes ; Design Pressure:N/A Evaluation Reports hftps:%/wwW.floridabuildiog.org/pr/pr app_ti.asp�ftparam=wGEVXQwtDquiKNpeAsu%26ZPP3i%2ba4esDUpCg99bjsFkZi4GypiTejig%3d%3d 213 8/9/2018 " Florida Building Code Online Other:Refer to pressure tables on drawinpressures meet ar te infiltration req'u em n O.pdf.. WD119(Note:All I Created by Independent Third Party.:-Yes Contact Us::2601 Blair Stone Road TBllahassee'FL 32399 phone:650-487-1824 The State of Florida Is an AA/EEO employer.Qgy:r ght 2007-2013 State of Florida.::Privacy Statement::"Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you dd'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,ES;must provide"the Department with an email address if they have one:The emails _ provided may be used for official communication with the.lfcensee.However email addresses are public record.If you do not wish.to supply a personal address,please _. provide the Department with an emall"address which can be made available to the public.To determine if you area licensee under Chapter 455,.F.S.,please click hexer_. " "Product Approval Accepts: - . .Credit Card' , ae https://www.floridabuilding:org/pr/pr app_dtl.aspx7param=wGEVXQwtDquiKNpEiAsu%2bZPP3j'/°2bei4esDUpCg99bjsFkZi4GyBlTrjlg%3d%3d. 3/3 ' a Andersen. . tt,e0oc4•o00t1 400 SERIES FRENCl'�V OOD GLIDING:PATIO DOOR 1DDrauaTNaVeNaxn+ aAYPORT,MN 55003.1696 . ; PH:L651)264.515D M(6511264.5465 .INSTALLATION NOTES: - _ GENERALNOTES: i.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR,- � � �1,.THE PRODUCT SHOWN HEREIN IS DESIGNED AND..: • . _ - .. - $ LOCATION SHOWN,UNLESS OTHERWISESTATED... - - •MANUFACTUREDTOCOMPLYWiTHTHE CURRENT FLORIDA - BUILDING LODE(FBC),CURRENT INTERNATIONAL BUILDING '2.TNE.NUMBER OFtNSTALLATJON ANCHORS DEPICTED IS THE - CODE ANDCURRENT INTERNATIONAL RESIDENTIAL CODE, _ '� a' ' gym P � MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT. EXCLUDING HVHZ AND HAS BEEN EVALUATDACCORDINGTO" -• - aQ C+ Z ..'INSTALLATION. .. THE FOLLOWING:. -AAMA/WDM ,A,101/I.S.2/A440-05/08 Z . 3.INSTALL INDIVIDUAL INSTA"TIONANCHONSWHUINA' A(GS - TOLERANCE OFt1J2 INCH OFTHEDEPICTEOLOCATIONINTHE 2., ADEQUACYOFTHE EXISTING STRUCTURAL ANCHOR LAYOUT DETAIL(I.E;WITHOLITCONSIDERATION OF CONCRETE/MASONRY;2X AND METALSTUD FRAMING AS A TOLERANCES;.,TOLERANCESAR£NOTCUMULATIVE FROM ONE. MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF INSTALLATION ANCHOR TO THE NEXT. WITHSTANDING AND TRANSFERRING APPLIED,PRODUCE _ 'TABLE OF CONTENTS .. -. • .LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE. a 4.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF SHEEE. REVISION - SHEET,DESCRIPTION. ' REMARKS BY DATE OR DIRECTLY INTO CONCRETE/MASONRY,USE 3116 ITW TAPCONS-- ' - INSTALLATION; OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM .1 C GENERAL AND INSTALLATION NOTES 4TH FBC CODE CHANGI MS 3.22.12 a 'EMBEDMENT. 3. SX'AND V BUCKS(WHEN USED)SHALL BE DESIGNED AND ANC .2 A' .ELEVATION AND ANCHOR lAY0tlT5 TH FBC CODE CHANG SM .30.1 S.FOR INSTALLATION THROUGH 2X BUCK USE R10 SCREW OF STRUCTURE. CTURE.BUCK DESIGN AND INSTALLATION IS THE .31 'A. ELEVATION AND ANCHOR LAYOUTS H FBC CODE CHANGI HIT B,9:17 SUFFCIENT LENGTH TO ACHIEVE 1 1121NCH MINIMUM RESPONSIBILITY OF.THE ENGINEER OR,ARCHITECT OF.RECORD- EMBEDMENT INTO.WOOD SUBSTRATE. - FOR THE PROJECT OF INSTALLATION. _ _ 4 -A' VERTICAL SECTIONS . 7 ANVS NOT&EAENtO=MWWM OR MR 6.:F09 INSTALLATION THROUGH METAL STUD USE 410 4."THEINSTALLATIONDETAILSDESCRIBEDHEREINAREGENERIC - S' A HORIZONTAL SECTIONS - wmaurwurrzxmxscxloPeuna>raOnav4.wc SELF-TAPPING SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC 4uw4iNas ro rxN Dow4rtxr Au xm rt�Mmt o axD - 6 A' - COMPONENTS&BILL OF MATERIALS - 7 THREADS MINIMUM PENETRATION BEYOND METAL FRAME - SITE.IF SITE CONDITIONS CAUSE,INSTALLATION TO DEVIATE SUBSTRATE FROM THE•REQUIREMENTS DETAILED HEREIN,AUCENSED` 7` A' COMPONENTS&GLAZING DETAIL Ogltaty si0ned,,p�yjgjgj9yypp Norem,P.E - - .' ENGINEER,OR ARCHITECT SHALL PREPARE SITESPECIFIC Reason:I�iL1�ApovlDg hlS6tycpmient I- OF 10] 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL' ' �� � DOCUMENTS FOR USE WITH THIS DOCUMENT.., . � �8 '.A' '� SlDElITE MULLTABIE(ONE-WAY) Oate:�tY.tQs�5.Lt55�2 66 � FINISHES,INCLUDING BUT NOT UMITEDTO STUCCO,FOAM, g A 'TRANSOM MULL TABLE(TWO-1NAY), ��� Q` •• ','� ram. BRICK VENEER,AND SIDING. - S.,APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO .y /�� • 'PO PROTECTTHIS PRODUCTdN AREAS REQUIRING IMPACT 10 A .. MULLION DETAILS 8..INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE 'RESISTANCE.' 7 •- g �*. � MADE OF CORROSION RESISTANT MATERIAL OR HAVE A, , CORROSION RESISTANT COATING. 6.•DOOR FRAME MATERIAL:PONDEROSA'PINEOR EQUAL(MIN: _ .. �; 1• 'Y S - `D .. .. SG a D.40). �. ." .. .. II P 'I. l ••• 4 "•�•�W 9.FOR HOLLOW BLOCK-AND GROUT FILLED BLOCK,DO NOT. EDGE DISTANCIN STALL INSTALLATION SnMEASURED FROM FREE EDGE OFLBLOCK OR j CHARTS.SEE SHEET 7F FOR GLAZING DET OF AIL E1300 GLASS,. .. i�ss/QN EDGE OF MORTAR JOINT INTO FACE SNEIi_OF BLOCK. ; '• rHz>2N�.�MFi ��6`.` DESIGNATIONS."X"AND 10"STAND FOR THE FOLLOWING. FIdtDA Ps Ne 7J77D . 10.INSTALLATION'ANCHORS SHALL BE INSTALLED IN X: OPERABLE PANEL: - _ _ma cN6 � , ACCORDANCE WITHANCHOR MANUFACTURER'S O:.FIXED PANEL - '' '' _ DWA KAo4 n,33004 INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE. - tape Cm7.a ADMMU7M Nu 29578 5 USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 9.CUSTOM SIZES AVAILABLE UPON REQUEST.CUSTOM DESIGN, . DESIGN PRESSURE RATING 'FL N: •�•. MINIMUM STRENGTH SPECIFIED BY THE ANCHOR PRESSURE WILL BE'ASSIGNED EQUAL TO NEXT LARGER 1 d Q MANUFACTURER. STANDARDSIZE. - - - MODEL:&CONFIGURATION : _DESIGN PRESSURE •MISSLE IMPACT RATING F L14,42✓ E .11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS - DATE:- '0&09.17 ' HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE : _ FWGBO611- OX 440.0 j-40.0 PSF NOT RATED DWG.BY: CHK.BV; FOLLOWING PROPERTIES: _ _.. .- -. '.HR .HFN A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55.. .46160611 ,OXXO 125.0y-25;0 PSF' NOT RATED. �4, - 'B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF3090PSI. _ - SCALE;, NTS, 'C..MASONRY-mENGTH'CONFORMNCETOASTMC-90.. . GRADE N;TYPE 1(OR GREATER). .. .. .. d W68080, OX 440,0'/-,40.0 PSF. ..NOT RATED.. DwG.aa AWD117 D.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM - - SHEET: WALI.THICKNESS OF 33 MILS(20 GAUGE).. ; FWG16080 ' OXXO 43S.0 1-35.0 PSF NOT RATED E. ALUMINUM-MINIMUM 6063-TS ALLOY,MINIMUM WALL. - .. THICKNESS OFI/8 - - .. .. FWGSTAT' 0. .+40.0(�40.0PSF � - NOT RATED- - • ALL SIZES. - ' - UNIT MAX. Andersen. WIDTH 95.250" � - PANEL MAX PANEL M WIDTH 48" WIDTH 48". 8.000".MAX.FROM SEE ANCHOR D.L.O.MAX. ..D:L.O.MAX. tORNERSTYP SCHEDULE CHART: "x" WIDTH39.125" WIDTH39.125': IOO FOURTH AVE NORTH BAYPORT.MN 55003-3096 PH:(651)26aS1SO F%:(651)26 WS SEE ANCHOR O u SCHEDULE CHART_ O p .0 m F 30 5 0.1 xo 0 UNIT SEE ANCHOR. w ti _ .. kD MAX- - 'ONE(1)ANCHOR Q THROUGH LOCK SCHEDULE CHART �,a c H95 PANEL MAX- : F_ -G 'RECEIVER '� 2 •Q >„ HEIGHT. x 0. s 3 X T V. h.— 92141"D.LO MAX ,H: W v a .. 79125"HT INSTALLATION _ - ANCHOR o.. A '8 - 4. 4 REMARKS BY DATE' TH FBC CODE CHANGE MS 8.22.13 _ - TH FBC CODE CHANGE SM 4.10.15 8"MAX.FROM SET SILL IN BED OF STRUCTURAL H FBC CODE CHANG HR 8.9.17 SILL TYP SILICONE SEALANT(SEE ELEVATION' . sEALANrovrloNsj - 'UNIT MAX:'� .. .. .. ., ,. _ ,VtOvwlxme[aEr EWOF lWUXWINM DAM ram Swxom wwrrex mHscm or eu�uNrro DaoPs.I xc WIDTH 50.OIm" 'urznanoNs,aoomoxt wcxucxmia oa orx[a m ANCHOR;LAYOUT Nla�x�5�Yu o,aiuunaaexmoaurtrzDaxR a PANEL MAX WIDTH48" 8.000"MAX.FROM SEE ANCHOR ,``11U�IILJg7�'' 3 •D.L.O.MAX CORNERS TYP' SCHEDULE CHART �����rG$F. O 'WIDTH39.125" [7 .. INSTALLATION SEALANT-OPTIONS SEE ANCHOR ANCHOR TREMCO SPEZTREM 2 SCHEDULE CHART DOW 795 i��P� S5. 'S- 5 .. GES auFscs-2DaD E?G���`• _ DURVINC DROPS MC UNIT, Daa c Da A as e¢aeH 0e aw. MAX. I na Dawn t n a10 ANCHOR SCHEDULE F!"�-of aomaounoN Nu mm HEIGHT D.L:O MAX' 0'. 0 _ MIN.EMBEDMENT -EDGE DISTANCE : O.C.SPACING IN. FL k: 1 n/�^/� Q 95.5" .. HEIGHT .. _. SUBSTRATE ANCHOR TYPE IN. IN. HEAD .. JAMB F L1�1'''1'2 J (j 79.125" .WOOD #10 WOOD SCREW -1-1/2 314 19.3 4 19 CONCR MASONRY. 3 16"ITW TAPCON 1-1 4. 2-1/4 L11 75 35 DATE: 08.09.17 PANEL MAX. STEEL R10 TEI(SEREW 3 THREADS 1 z 19.3 4 1B DWG.BY: CHK.BY: HEIGHT . p. B. FO ELu rvly HR HFN R 4-PAN NITSO 92.141 4 4 SCALE: NTS .. DwG.a:.AWD117 ` 9.25"MAX:TROM SET SILL IN BED OF STRUCTURAL SHEET: . SILL X SILICONE SEALANT(SEE ELEVATION ANCHOR LAYOUT SEALANT OPTIONS) OF 10 UNIT MAX: . - Andersen. WIDTH 189.00". - - PANEL MAX. PANEL MAX. PANEL MAX.. PANEL MAX. r s WIDW,48", WIDTH 48" WIDTH 48" .WIDTH 48" XIROOW a.000Rt,, .MAX.:' D.L.O.MAX D.L O,MAX.D.L.O. D .O.MAX.. WIDTH 34.125" WIDTH 39:125" WIDTH 39.125" WIDTH 39.125" 200 FOURTHAVE NOUN RAYPORT,MN SSW3-1096 PII:t6511264.5150 m(651)264-SIRS - .. - - - U GX. F 4 5 z� ,o y s : a¢. ? UNR ' o MAX. F" 'G U�tn Z' -'Wa HEIGHT D.L.O.MAX. . D X X D: 5 s a z = ." . 95.5" HEIGHT 79.125" "+ E H a Q SASH MAX . a "HEIGHT . 42.141". R. : : •- �1 j 4 4/© REMARKS . BY DATE. .. 4TH FBC CODE CHANGE MS 322X a STH FBC CODE CHANGE SM .10.1 _ - 6TH FBC CODE CHANGE HR 8.9.17 ELEVATION : A001RA1NpT61MP09UQ0NWNOR"..AR . WRROUf W6CIIFNN"SNf[Ot 0R4S1M:DROFI,MC . .. .. .-„ .. .. .. .. .. R6srorxrs99cum[NrAR1NmFERwrt[0Ax0 $.000"MAX:FROM SEE ANCHOR SCHEDULE CORNERSTYP. CHART,SHEET2: o s INSTALLATION: unn ANCHOR- - _ - - `�� ti5 F. 0'ALL 9.25"MAX:FROM a� ��' 1fj. .. �� * 7 HEAD TYP T tU N'ERid6Jr.Wo SEE ANCHOR SCHEDULE FLpeOA r.o Ho AAE SEE ANCHOR SCHEDULE D 39E c ouu A°�a��ise x . X. o' . CHART,SHEET 2 HEET 2 CHARTS A W a .X .. .. FOR CUM OF AOTRORf2mm Na 2957E FL14429 • tk DATE: 08.09.17 DWG.BY: CH HFN NTS:. �---� 9.25"MAX.FROM j ' 5EE ANCHORSCHEDUIE' •. , SCALE: SILLTYP. CHART,SHEET2 a: gWD117 DWG ANCHOR:LAYOUT SHEET: OF 10 CONCRETE/MASONRY BYOTHERS,' "• p^ 3 SEALANT BETWEE 3/16"ITW TAPCON N Idel SeV1' "CONCRETE/MASONRY 8:2X q10 WOOD SCREW .SEALANT BETWEEN CUT DOWN FI INSTALLATION ANCHOR WOOD BUCK BY OTHERS INSTALLATION ANCHOR CONCRETE/MASONRY&ix (OPTIONAL) 21/4"MIN. " 3/4-MIN EDGE WOOD BUCK BY,OTHERS EDGE DISTANCE 2X WOOD BUCK DISTANCE 1X WOOD BUCK .P"�•.""•""' BY OTHERS' 1-4/2"•MIN.' EMBEDMENT' BY OTHERS.. 11/4"MIN. . SEALANT BETWEEN.- '• SEALANT BETWEEN EMBEDMENT. � � IooPouRrNRv6NORTN FINE 2X - - FIN&1X' ',':�'.. •• RA1•PORT,MN SSOGI.1096 1/4".MAX. 1/4"MAX•. PN:(653I26.5350 iX(661)26•-5466 WOOD BUCK - SHIM SPACE ' WOOD BUCK •' SHIM SPACE EXTERIOR FINISH S EXTERIOR FINISH 1j BY OTHERS •BYOTHERS S o .z A �. -PERIMETERSEAIANi 4 _ .O O a BY OTHERS ' - PERIMETER SEALANT .q 1 3 p0 z m g BY OTHERS v p o.- z 5 a' . DOOR 11 _ - DOOR w HEIGHT 6 .. HEIGHT .03 EXTERIOR INTERIOR _ -EXTERIOR it 6 INTERIORH m W 9 SEE GLAZI NG. n ETAIL"1. 9 —SEE GLAZING 1 F a l REMARKS- BY DATE . VERTICAL SECTION. ® VERTICAL SECTION 4TH FBC CODE CHANGE MS 8.22.13 HEAD-7X WOOD/OONCRETE/MASONRY' TH FBC CODE CHANG_"SM .10.1 " ." _ /A HEAD-1X THROUGH _ THROUGH FRAME Y�' � �.THROUGH FRAME 6TH FBC CODE CHANGE.HR 8.9.17 . - - NHDLWLLMOTlF RTROOVGEOIN NOLE UI P .. .. .. .. .. .. O WRNOVl W0.1f1FN CONSEMOf CVIVNMG 00.WS. MG .^ .. 'glT[MIgN;"MOIIIONS,MGNUGHON0,00.OOIFN MMNOIGSTOTNRDDOIM1RNf MF HOf R0.MIRF MTI - MV0.LNMTf O SEE GLAZING. SEE GLAZING 1 DETAIL I DETAIL I 'OA. ( - O.A. `�� DES F._ 0 DOOR DOOR 6 ���Q'•. (C i� .. HEIGHT _ .. HEIGHT. Q i O 7 EXTERIOR INTERIOR. .EXTERIOR INTERIOR G � ''"eeONAIE?` PE 10 .. lo / we cOMM DROPS.NC OW eEAON aSvlop.Wl.Lle FVPE 4A7 ANALnO!Na 293M . Q 3 Q 3 . FL14429 SET SILL IN BED OF - .'SET SILL IN BED OF STRUCTURAL SILICONE _ - .I STRUCTURALSIUCONE 11/4;MIN. - SEALANT-(SEE DATE: .08•09�17 .1.BED MIN. . SEALANT(SEE SEALANT , EMBEDMENT', -3) - - EMBEDMENT DWG.BY: CHK.BY: . C. OPTIONS,sHEEr3) HR HFN 21/4"MIN. SCALE:' .NTS• EDGE DISTANCE EDGE DISTANCE - DWG.fl: AWD117 �q SHEET: VERTICAL SECTION . g. .VERTICAL SECTION' . Q alu_Val&ww. SILL-9-0- OF 10 11/4"MIN. $# '' 1/4 MAX. EMBEDMENT: . u 3 THREADS MIN:PENETRATION; � � METAL STUD -BEYOND METAL FRAMING-. . SHIM SPACE CONCRETE]MASONRY BY OTHERS FRAMING BY OTHERS INTERIOR 1/47MAX. 3/16" IN 1TTAPCON. e,seers.Deess . .SHIM SPACE: - .. INSTALLATION ANCHOR .. 300 FOUATHAVENORTH 'SEE GLAZING 9AYPORT,PAN 55OD3-1096 - INTERIOR - DETAIL I: -3/4 MIN. - PH:(653i 2645150•FX(6 511 2 64-5RR5 14 EDGE DISTANCE }"MIN.-EDGE DISTANCE i. O cc vi SfALAM BETWEEN' '• CONCRETE/MASONRY&IX t WOOD BUCK BY OTHERS' �,O o Q D: 3 • 6 p, #SOSELF-TAPPING SCREW SEEGLAZING 9 2114"MtN. Z INSTALLATION ANCHOR. 2B DETAIL 1 EDGE DISTANCE. a¢ a Z I A'€ 1X WOOD BUCK a t W BY OTHERS w N CUT DOWN FIN SHEATHING--—.. (OPTIONAL) BY OTHERS �' o�. DO / 6. 5: -SEALANT ai q 6 C SEALANT BETWEEN �T' _ .. .. 18 FIN&1X WOOD BUCK FIN&SHEATHING INTERIOR .. EXTERIOR EXTERIOR FINISH ~F 0_ O.A. BY OTHERS REMARKS 0, BY DATE EXTERIOR FINISH - 5 : UNIT BY OTHERS EXTERIOR WIDTH.; PERIMETER SEALANT TH FBC CODE CHANGEMS .211 PERIMETER O.A. 12 8Y OTHERwS,' SEALANT UNIT - -.G_ HORIZONTAL SE�TIO!*B FBCCODECHANG SM ..9.1 BY OTHERS - WIDTH ,. _ 6T}I FBCCODE CHANG HR 8.4.17 . - C OP.JAMB•IX WOOD/CONCRETE/MASONRY . r c 1' 6 J. 'THROUGH FRAME �MRIZONTALSEVTI/ N, . /) ANDSH4 NOTDERFVnODDCEDM WNOICOR Pm .. .. 5 - JAMB=METAL STUD FRAME /. .. .. .. .. - ... WMPPATPReTF0DON5[Nt D'r,"'ORo IHC uT[MTNHS.A9gORUU,,TOP sUH(Di0.On9iNtR ' .. THROUGH FRAME MMDNGSlOTM600LHM[NTAg2 NDTIGMOiPDAND g SEE A eA DETAILING:. SHIM EMBEDMENT ,,``�Li F. JJJJiJ��,, `, CONCRETE/MASONRY BY OTHERS `� �� O SEE DETAIL 1 INTERIOR 3/16"ITW TAPCON ���{`Q,:••• ;�,}j�.0i - INSTALLATION ANCHOR O, •. EXTERIOR 18 . '. 3/4"'MIN: .. .- '4• T T Q; 19 14 ..EOGE'DISTANCE % '.. to INTERIOR Ro��••. X �4� AL MEETING rH HCDRIZONTAL,SECTION: 2t SEALANT BETWEEN SEE GLAZING S' MEETING STILE 6 ;" - ':R•' CONCRETE/MASONRY&i 4� 1 .DETAIL 1 - .WOOD BUCK BY OTHERS F AMEt��t 21/4"MIN. sae c.D wtmDW cm eiw°�.. se - EDGE DISTANCE ME CERT. wmoawm�xave 1X WOOD BUCK : FL'#: �/ q/. //{� . BY OTHERS Fa.l Fa i 29 _ SEE GLAZING CUTiS CUT DOWN FIN SEE GLAZING DETAIL I (OPTIONAL) DATE: 08.09.17 c 6 g DETAIL 1. S SEALANT BETWEEN EXTERIOR 'FIN&SX WOOD BUCK OWGHYR CHKH�N .. EXTERIOR FINISH '. EXTERIOR - O.A. ..BY OTHERS SCALE: NTS, I 19' UNIT ' PERIMETER SEALANT .19 WIDTH DWG.#: AWD117 BY OTHERS' . HORIZONTAL SECTION • HORIZONTAL SECTION SHEET: .. .5 ASTRAGAL 5 STAY.JAMB=.1X WOOD/CONCRETE/MASONRY �. THROUGH FRAME . OF 10 BILL OF MATERIALS AT1derSCf1. NO .PART NUMBER -.DESCRIPTION MATERIAL MANUFACTURER" 1 FRAME HEAD OOD' ANDERSEN 1 "'FRAME HEAD '" - 2A WOOD FRAME JAMB _ 2A' OP.FRAMEJAMB' - WOOD_ -ANDERSEN ",O .sews. ee. ZB ' STAT.FRAME JAMS' WOOD ANDERSEN' 2C SIDELITE FRAME JAMB WOOD "•ANDERSEN 5.875" - 100FOURTHAvi NORTH 3A FRAME SILL EXTERIOR, AL MINUM 'ANDERSEN 5.875"' BAYPORT,MN 55003-1096 :3B FRAME SILLINTERIOR ALUMINUM ANDERSEN. PH:I6sap64-5150 R:(6i1)xea-sass ' 3C 7 FRAME SILL THERMAL BREAK. .. 'PVC ANDERSEN 1.000" 1.375" _ 4 HEADCAPFLASHING ALUMINUM ANDERSEN 5 FLANGE FIN PVC ANDERSEN "6 ' .PANEL GLAZING STOP WOOD 'ANDERSEN 'O of 7 - - SILL EXTENSION. .. WOOD- •.ANDERSEN p Q PANEL BOTTOM RAIL WOOD " .ANDERSEN . - - Tp" o o : 9- - .PANEL TOP&SIDE RAIL -WOOD. ANDERSEN _ - V O _ 10 SCREEN PANEL BOTTOM RAIL- ALUMINUM ANDERSEN 11. SCREEN PANEL TOP RAIL .ALUMINUM 'ANDERSEN 12A STAT.INTELOCK ALUMINUM ANDERSEN SIDELITE.FRAME JAMB STAT.FRAME JAMB' y :128 OP:INTERLOCK : ALUMINUM'- ANDERSEN '.`2C `WOOD- ZB WOOD C 2 m'v; 13 SCREEN STILE ALUMINUM ANDERSEN- 1u O m. 14 STATIONARYBOTTOM RAIL'FILLER' ,A MINUM '' ANDERSEN S 87 �^�' o 0 15 STATIONARY UNIT BRACKET ALUMINUM ANDERSEN' 5.875" 5" .0 16 HEAD JAMB BUMPER - PYC ANDERSEN _ �++'`J" o' o a '17 USED '-ANDERSEN :¢ 18 SCREEN&HANDLE ALUMINUM .ANDERSEN 1.375" 1.375" F a •19 DOOR HANDLE - NDERSEN REMARKS. �BY DATE 20 ASTRAGAL FIBERGLASS ANDERSEN .. TH FBC CODE CHANGE MS 9.22.23 BB NOTE:.ALL WOOD TO BE PONDEROSA PINE OR EQUAL(MIN.SG=0.40)' STH FBC CODE CHANGE SM 4.10.15 6TH FBC CODE CHANGE HR 8.9.17 3C, FRAME SILL THERMAL BREAK 3A : FRAVC M NtSMLL EXTERIOR 3B . :FRAME tSMLLINTERIOR_ O AE�MIN�rvPi FLASHING, O :FLANGE FIN S PVC 3.297" 1.164" .1.555" 1.97"= ,,LllllttttJ/// " 116 8" !� Tzoos" �.`���ES F. O �� 1.386" �`•tVQ '.• •�� 07 * . 7 .*. O PANEL-GLAZING GLAZING STOP O. SILL O PWOOD BOTTOM RAIL _ O WOOD TOP&SIDE RAIL po �? P• ��` - 0.741" 1.719 '�02- 719" <v,>taa(6.tFp6 s 0500"-1 c Dino 0BMH OLM/sse OANu,OOAot R amoa. - .. .. .. 4.438" .. reP[CERT.a AurxaDrAnoN No xs576' 8.594" 'FL a: FL14429 p SCREEN PANEL BOTTOM RAIL SCREEN PANEL TOP RAIL STAT.INTERLOCK OP.INTERLOCK .'SCREEN STILE, DATE! 08.09.17 a 10 ALUMINUM 'll ALUMINUM 12 PVC1'2B "PVC 13 ALUMINUM DWG.BY: CHK.BY: y 0.586" .. -7F M 6 R :NT- HF 0.10o sctiLH N 0.59 " ' T .. - .. 9.765 o.io0^ 077s" Dw�.a:, AWD117 0.883.'". . 2.019" SHEET:'. • 2.044" 1.839", � 1.800"', ' OF 10 • " .. .: ' . • " .: :'Andersen. ' . STATIONARY-BOTTOM RAIL FILLER', STATIONARY UNMBRACKET : HEAD JAMB BUMPER ..• SCREEN'&HANDLE' h 14 PVC 15' ALUMINUM.: ' 16= _mot, 18" PVC �"' .. , .'wra nowa.Coo.. 1.031" " 1 1DOFovRTH,M MqW-109 C 0.750" 1J35n' VE NORTH BrYPOHT,MN550d3-1096,' D2517". .-0.750" .. oxabsxixu-s}so cxt6'sllxsa-saes'. 1.828" is z oma ' ASTRAGAL. R 2{1 FIBERGLASS a as m.. a g' es2A20" . a REMARKS •BY DATE TH F8C CODEtHANG MS .22.1 .' 1.250" .. ' . • .: .: - .: .: - •. .. CODE CHANG SM .10.TH fBC 6TH FBC CODE CHANG HR 8.9.17 . .. •. .. .. AtA5W1tENDTH CDAwRTWW WH.Ro PAR! WRXtk/rWkmEN COIEEMOF EUkpND DIIWS.MC . - FIVE MIGMIGN71NGOk0iD. . - AIAaoNbl TDTwSDDC1MENTARENMTEAMI'RDAND ' '0.750"0.&IG GLASS CONSISTING OF: 0.122".TEMPEREDGLILSS,` `",,11ttF 'DESICCANT•FILLED METAL SPACER; �� • .: .. .: .. -. .. •: ' SILICONE 0.122"TEMPEREDGLASS. w - EXTERIOR. .. .. .. .. . INTERIOR AC . 7 OS92"phis j 11/2"FINISHING , zO •'4 E �� GLASS WE NAILS SPACED 2" ���� FROM.CORNERS AND' �r+r+ 300 C NA B BEACH Kf aA0. atA'. .. $"O:C.THEREAFTER Doeremo n.m � '. .•rm+caxr.a.wtxamrrww�.xesre GLAZING:DETAIL:1 '. FLU:' NOTE:' : 'DATE: .08.09.17 GIASSTHICKNESSANp TYPE SHAILtOMFIY OWG.BY:, CHK.BV: YJITH'ASTM E 1300 GLASS CHART ," I'I R I'I F N• RfQUiREMENTS:GLASS SHALL COMPLY - WITH SAFETY GLAZING REQUIREMENTS OF SCALE; ;NTS THE FBC. qwG.a:."AWDl'17 SHEET: OF 10' . . . . . .. AndeFsen L-Mu11 .. W-Tdbutary,Width.(n) A LengtK(in) 18.0:. : 21.0 24:0 ' ., 270.., `30.0: 33:0' 38.0.•' 42,:0:', !18:0 y e 24 0 15040 150.0' 150.0: 150.0: 150.0. 150.0: Imo 150.0: ' '150.0: •_��•. B 30.0..:' 150.0 150.0 150:0 150.0 150.0 150.0 -.150.0 150.0 '150.0 Soo FOURTH AVE NORTH BAYPORT.MN SS0011096 36.0., : 150.0. 450:6. 150.0, 149.2'. :143.9 140.8 139:9 139.9 139:9' PH:(651)SBA-SSSO.M I6511:6a54Es 42:0 15b.0 137.0' . '125.9' . 117.8:' .'111.9:' .107.7.: .104.9 " .102.8.: 102.8.' A' B' 129.1 115.1, . - 104.9. 97.3 91.5. 87.2, 83.9. 79.9, 18.7. > r 99.2 .89.9' • 82.9_ 77-5 73.2 - -69.9. 65.4. 62.9. 3'0 3 a g g 60i0, 98.7 8T2 78.7' 72.2 67-1 63.1 59.9 55.3 52.5 2�p .91 0.3 y '3 , ''66.01. 88.3 .-77.8 .69.9 .63,9 .59.2t 55.5 52.5: 48,0 ..45.0 W C3 .;, m 3 a..• ..Z 5,..,d ' 72.0' I 79.9 70:2 62.9' 57.4' 53.0 49'-5" 46:6" 42.3 39:3 CC a J u 78.0 73.0 63.9 :57.2 52.0 48.0: 44.7. '42.0: 37:9: 35.0: L' Z 84 0' 67.1 58.7 52-5 47.6 43.8 40-7• 38,1 34.3 31'.5 �' o a90A 622. 54.3 48.4 43.9 '. 40.3 37.4: 35.0. 31':3: 28:6: �. ;'- 96.0. 57.9 50.5 45.0. 40.7: 37.3- "34.5 32,3 28.8 26.2' NOTE:: -. REMARKS : 'BY DATE 1)MULLION CHARTAPPUES TO MUWON ASSEMBLIES,SEE TYP.DETAIL 1/8,WHEN USED TO MULL _. TH FBC CODE CHANGE MS .22.13 .DOORS IN CONFIGURATIONS SHOWN IN TYP.ELEVATION NAT RIGHT. .1N A _ '.2)DESIGN PRESSURE VALUES ARE POSITIVE AND NEGATIVE IN PSF., TH FBC CODE CHANGESM .10.1 _ 3)MAXIMUM DEFLECTION HAS BEEN LIMITEDTOL/175: ELEVATION A" - 6TH FBC CODE CHANGEHR.8.9.17 4)DESIGN PRESSURE OF'ASSEMBLY IS'LIMITED.TO THE LESSER DESIGN PRESSURE OF THE. ' JAMB-TO-JAMB WOOD MULLION OR THE INDIVIDUAL DOOR UNIT OF INSTALLATION. TRIBUTARY WIDTH=W-(A+B)/2 a - S)MUWON,CHARTABOVE`APPUESTOMULLEDASSEMBUESCONSLSTNG:OF400SERIES . . . ' : Axesxauxoretuvaoouaomwxrntoxvnm .. 'TRENCHWOOD GLIDING DOOR UNITS AND FRENCHWQOD STAT UNITS. .. .. .. .. .. .. wmwurwnmw mxsvmo,emur wneovs,ixc. 'umumxs,AlPmoxx xicHucxrwa oA amvA 6).ADJACENT DOORS SHALL BE FASTENED TO THE ROUGH OPENING WITH ADDITIONAL ANCHORS IN xwnnxesro*x¢PocutilvxrAac xorvvwHnrmAxn .9 - urvuxurz oux axnr.nnax i ACCORDANCE WITH DETAILS L/SO.A M/30,SHEET 10.' ' G. . INTERIOR VINYL - TRIM STRIP ..`����, ., 7 'y N10 X 15/8-SCREWS 2 9' 8 35"MAX.O.C:, . THROUGH EA.'JAMB' � 400.SERIES FWG STAT' 1"OFFSET 10 ••.• C P;: ' �i6S`SCONAI.'��G```p . - BMW DROPS,INC .. - 328.E.M1A WBEACR nR�3J001 . . .. .. iBPC CERT.Oi'AUTNOARABON N>40378 . 400 SERIES 442'9 BEAD OF SILICONE EXTERIOR VINYL, _ DATE:. Q 9.17 . ., .. .. .. .. .. .. .DWG-BY:.H.O CHK:BY: TRIM STRIP .. .. " . - - HFN �)"ORIZOiVTAI SECTION NTS ' pp FWGD-FWG STAT. - DwG.a: AWD117 SHEET: OF 10 ` L-MuEI W-Tidbutary.Width(n). • ' �f1(�eCS�Pl a _ Le.gth(in) 24:0., 30 98.0 4z6._. 48.6 S4.'-6 60;0 •6.6.0NBVA 72 0 s E 150.0' . 150.0' 150.0" 150.0 '150-0' 139.9 125.9 ', 1'14.4 104.9 - L 1 w,xeees.e"ees 150.0` 150.0' 150:0: 143.9: 125.9, 111.9 100.7. 91.5,. 83.9 r xmwuarHwEHORTx 150.0' 150.6 139.9 .119.9 104.9- '93.2 83.9 .76.3 69.9 BAMRT,MH SS aa310B6 PH:(M)26,b1SB M(01)Iw.uss 150.0 143.9 :119.9 102:8- 89.9 ' 79.9 .71.9 65A 59.9'150.0' 125.9:' 104.9,: 89.9 .: 7817 69.9 62.9 57.2 52.5"S4.0 •. '139.9_ 111.9'. 93.2, 79.9 69.9' 62.2 .55.9 .50.9: 46.6 . W 60.0 125.9 ..100.7 _83.9 71.9 62.9. ' 55:9 - 50.4 - 45.8 '42.0- o. g 66;0 111.4 89.1 74.3 63.6 55.7 49-5 44'.6 40.5 37.1 �+ x A. ZQ. try ^ '93.6` 74:9. .62.4: ' S3.5 : 46.8 : 41.6' 37:4. 34.0.:. 31.2 �. a . 4810 79.7 63.8- 53.2 45.6 '.39.9, 35.4 31.9 29.0' 26.6- 84.0 68.8 55.0 45:8 39.3' 34.4 30.6 27.5' 25.0 22.9co 90i0 - 59.9"- 47.9 .'39.9,:' 34.2 .: 2919 26.6 24'.0 21.8 20.0 0 w 96:0 52.6 -42.1 35.1_ 30.1. 26.3 , '23.4.', Z1:1 19.1 : d7.5 J d' <E9 '902.0 -. 46.6 37.3 31.1 26.6_ 23-3-.' 20.7 . i8.7 17.0 15.5. Y08.0 41.6 33.3 27.7 23.8 20.8• 18.5 16.6 15.1'. - ELEVATION B _ REMARKS BY DATE TRIBUTARY WIDTH=W.=(A+B)/2. 1.14.6. 37.3 29:9� ' 24.9 21.3 . ' 18.7 16.6 - _. TH FBC CODE CHANG MS .22.1 120.Q _ 33.7 27.0 22.5 19:3. %8. - - - _ - TH_FBC CODE CHANG SM .10.1 128.0 .30.6 24.4 -20.4 17.5 15.3 ' - - 6TH FBC CODE CHANG HR 9.9.17 132.0 .27.8-- 22.3 18.6,:' .16.9 .. - - _ _ - -. 'WDSxnLLHOT6[REPROOaaEdw W O'PUT` '2$:5 19.6 �- 16.3,. � - w0x0urwnm[x mNSEHr dr euwwa a6oPs,wc 144 0 ' .. 21.5- 17.2 uttR+Tmxs,naarna+c xuancxmx,o.onun B _ _ .. . .. wanxOSTotxnwcvta[xrAgcpmP[nixrrma+a ' NOTE: #10 X 2112"SCREWS 1)MULLION CHART APPLIES TO MUWON'ASSEMBLIES,SEE TYP.DETAILJ/9,WHEN USED.TO MULL' ELLIPTICAL (ET) 5"FROM CORNERS, `L1�LLn111Uiigf DOORS IN CONFIGURATIONS SHOWN INTTPET.E'VATION8ATRIGHT. UNDER SEPARATE APPROVAL 21.5"MAX.O.0 �i�ESF• 0 2)DESIGN PRESSURE VALUES ARE POSITIVE AND NEGATIVE IN PSF: .�.. !` ,•,.p '3)MAXIMUM DEFLECTION HAS BEEN.UM17 ED TO 1/175. - - - • O 4)'DESIGN PRESSURE OF ASSEMBLY IS LtMTTEDTO THE LESSER DESIGN PRESSURE OF THE f - - * 7 JAMB-TO-JAM01NOOt}MULUONORTHf.iND1VIDUAL DOOR UNIT OFINSTAICATION. 5)MULLION CHART ABOVE APPLIES TO MULLED ASSEMBLIES CONSISTING OF 400 SERIES FRENCHWOOD.GLIDING DOOR UNTTS AND ELLIPTICAL(ET)TRANSOM UNITS,: rip L p 'tp i 6)ADJACENT DOORS SHALL BE FASTENED TO THE ROUGH OPENING WITH ADDITIONAL ANCHORS IN `� ACCORDANCE WITH DETAILS K110 StiEEF 10 : 400 SERIES FWG �� `SJpONAL d p. IC .. 16 BBMA ACHOROP&we .� 39a E.B A BMW 81'.4. SSl. .W BMW,FL M H PBP!CERT.O<AUTHOtIIlATIp1 Na 29573'. .. _ .. 6 FLN:- g FL14429. i 9 . DATE: 08.09.17 ' '� .. .. . DWG. cH HFN IN SCALE:- J VERTICAL�SECTION DwG.a: AW S D 117 .. - .ETTRANSOM-FWGD' SHEET: ' OF 10 a : Andersen .. .. 9"MAX.O.C.. .. .9"MAX.O.C. .. .. WA 3'MIN.O.C.. 3"MIN.O.0 . IDO FOURTH AVE NORTH BAYPORT.MN S5003-1096 .PH:(6S])264.5150 FX:IBM)Q60-S465 p z;2Q CC 12 3-MIN y THREE(3)INSTALLATION ANCHORS - . .'i a.o • THROUGH EA.,FRAME - _ .THREE(3)INSTALLATION ANCHORS =W a . .SEE SHEET 1,INSTALLATION NOTES 4, .. THROUGH EA.FRAME. 2 SEE SHEET 1,INSTALLATION NOTES 4, w p .gym 5,OR 6 WHEREAPPUCABLE FWGD PATIO DOOR m 3".MIN.. 5,OR 6 WHERE APPLICABLE O.C. . .. FWGSTATUNR c <e9. . ETTRANSOM UNDER F- a SEPARATE APPROVAL - � � REMARKS BY DATE ' 3 MIN. TH FBC CODE CHANGE MS 8.22.13 , TH FBC CODE CHANGESM .10.1 EAERIORVIEWT� 6TH FBC CODE CHANGE HR 8.9.17' GD PATIO DOOR MULLION ANCHOR DETAIL-HEAD ' MIN - . . THROUGH FRAME-TYP._ g 'O.C. .. .. .. Axo�AuxoruuvaoouvDwwxaEwPAu vrtnrour wamTa coxsFxr a xuAwxo oaovs we 'anAATnxs,Aooeioxs.xcxucxrwc.oaonrta .a. _ - NaAuxosaoTw�xrAal xr�orvawrTEDaxD a ' FWG STAT UNR ``,\\\►111111/7j7j' 9"MAX.O.C. .. .. i .. .FWGD PATIO DOOR _ `.-�Q-_; ��`,Q .� .. .. .. .. THREE(3)INSTALLATION ANCHORS .�..% .. -. .. THROUGH EA.FRAME 7 _ SEE SHEET!,INSTALLATION NOTES 4, 5;OR 6 WHERE APPLICABLE' T T -S.Q: E�,1110 11 396 E.DANA BfAOi BLVD. SY . DANA OUCH.FL JJW( . - .. FBPE t[Rf.OF AUMOMATDN Na 3057o. FL H: g FL14429 DATE: .08.09.17 K EXTERIOR VIEW 3"MIN. IN O.C. 3^MIN.O.C.: DWGHR cHKHF MUWON ANCHORDETAIL=IAMB - D _ "N THROUGH FRAME nTYP. 9"MAX..O.C. . .9"MAX.O.C. _ SCALE:' NTS ;§ .. EXTERIOR VIEW DWG. AWG1'17 SHEET:: MULLION ANCHOR DETAIL-SILL .. .. ..THROUGH FRAME-TYP. .. 0CEO OF 10