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Home My WebLink About19-20861 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20861 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20861 Address: 7143 OMEGA CT 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: ALPHA VILLAGE Est. Value: Parcel Number: 35-25-21-0050-00000-0630 Improv. Cost: 4,433.77 OWNER INFORMATION Date Issued: 2/25/2019 Name: BERRY, EUGENE & DONNA Total Fees: 97.50 Address: PO BOX 225 Amount Paid: 97.50 ORLANDO, ME 04472-0225 Date Paid: 2/25/2019 Phone: 813-395-5516 Work Desc: REPLACE 8 WINDOWS S/S CONTRACTORS APPLICATION FEES LOWE'S HOME CENTERS INCBUILDING FEE 97.50 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. CO T SIG ATURE 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 5335-8TH STREET " (813)780-0020 20861 BUILDING P IT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20861 Address: 7143 OMEGA CT 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: ubdivision: ALP ILLAGE Est. Value: cel Numb 25-21-0050-00000-0630 Improv. Cost: 4,433.77 WNER INFORMATION Date Issued: Name: BERRY, EUGENE & DONNA Total Fe 97.50 Address: PO BOX 225 nt aid: ORLANDO, ME 044712-0225 Date aid: Phone: 813-395-5516 Work Desc: REPLACE 8 INDOWS S/S CONTRACTORS APPLICATION FEES WE'S HOME CENTERS INC BUILDING FEE 97.50 Ins ections Re uired . F OTER 2ND ROUGH PLUMB MISC IN UI ATION CF11I 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. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Date Ftecelvq Phone Contact for Permitting �l3 1 6ct - q6� x1'sxTxix52'.tS��E21 •�;� � Owner's Names r OwhOtPhohdz*iu Ownelr's Address C_-.-7 1 q 10 '1 e-- A i _ Owner Phone hi { ber CI3-3 r f ._.. Fee 5impfe 1'Nletltolc(er Name .L �,_ _• ___. Owner Phone Alumberr Fee Simple Titleholder Address �. JOB ADDRESS I E?C 3 0 Pn 2 g t�_G7 ZenhR t!5 L 3'3 5^�~JQ LOT sui3ivislaN A i PhA 1Ii 1jA9e PARCEL tE?#L3 ` _.. foSTAiNED FROM PROPERTY TAX NOTECL'); WORK PROPOSED i NEW',CONS I� ADD/ALT C_� SIGN �, DEMOLISH INSTALL REPAIR PROPOSED USE C�` SFR. �� c.Omm. C_•,] OTHER [ 1 a FRAME: STEEL " TYPE:of c,caNSTR ac rtc N ;C f�► BLocr, , C _ _ C_.� /L.�, C..._.._ _.� DESCRIPTION Oi-,WORN: !'ePtAC'E i aNiTs S��!`�+'� FL 16bQ3 t �-( tl2pb�� 3UlLDlNG SIZE _'I _r i i i50 i°OOTAO - i,_,_ _r tiEEft3H1 [ � u�ts �Ex>"IlIct >rias�a�ztzr>~Eats :rts :�:ri�civaExiux� vALUATiON of TOTAL;c6NStRU6TiON [-�E:L.IECTkl('Al. r^� AMP SER1tICE F'ROCCRESS.ENERC)Y,. . C . W.R,Ec:C. PLiJMF3(Nt�i " VALUATION 01:MECHANICAL'INSTALLATION- GAS { ? ROOFING SPECIALTY OTHER � C C C,� i INISHED FLOOR ELEVATIONS � FLOt)U ZONE AREA -- YES ' NO tf t t S I ti I f titl-HtH.. H..t tip t t Ei Fttf t t i Ft+H t t t F t tii t� t i i ttH � t•i t kN-t-t + + t t tttf-!4!t t t hH ht tt t tH t t t t 1 UILIDER J`=`'n_ COMPANY C`"�aW^E:1 1-:6me, T•e.R '�-- L,t-,�--_,__� 1GNATURE _�f' rEt'zE cN? Gf?o REGISTERED Y/ N F'EE CURREN Y/r" 1 _ ,Address j ;Eo_60)t —1$ i��C �:,I ANC� .=� '3z�?�t Llcens�e# �Z 1E6iFy/7 _EC�1'RICIAiV i � ' C{)MPANY GRATURIii I ; i REGISTERED ' Y/ N".T FEE CURREN Yi/ Address t�-._.._.___.. •; Ltcen<�e#' .0 NI BER COMPANY _ 3N,ATURE I REGISTERED Y/ N r FEE CURREN Address ._ _ W �., License# - :CFt,ANlCAL - �~ COMPANY 3N,ATURE REGISTERED Y.'/ N FEE CUWEt, Y 7 N Andress Llcens # HE:Ft 'COMPANY 1N,ATURE � REGISTERED Y/ N J FEE CURREN Address _ _ License# Hiii t+E+iit+hi-Hi fii t tifi tilt ti t t Hiif..!!H f I!.1 E tt•F•+H-i•t-Ftf H hi-H-4•H+I 11 111 ii•t hFi t1-Ht!tt t P•H+H4 ttttti t t-ti-Ft i tii till i-t44.I•I+I-I1 t1.t t t+I SIDIENTIAL Attach(2)Plot Plans;(2):sets of Building Plans;(1)set of Energy Forms;R-O-W.Permit foe new construction, Minimum ten(10)workin j days after submittal date. Required onslte,Construction Plans,Stormwater Plans wi Siit Fence installed, Sanitary Facilities&1 du�npster;Slte Work Permit for subdivlslons/large projects MfdERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)Iset of EEnergy F'orms'dR-O-W Permit for new.cbnstruction. Mlinimum ten(10)working days a`fterssubmittai dato. Required onsite,Construction Plans Stormwater Plans w/Sllt Pence Installed;- >anitary Facilities&1 duinpster.Slte Work Permit forall how projects.AlLcommercial requlrements must meetcompliance N PERMIT Attach(2)sets of Englneered Plus s. "'''`PROPERTY SURVEY.required for all NEW construction. 23X==3SCE3�tSt=rM �77.i= ��IRr3z=I123 33I:R �IXIt�t: XLLI. ticta,tins: � a , Fill out application completely. Owner&Contractor sign back of application,notarized s !I(over$.50i),EE Notice of Commencement is required. (A/C upgrades over$7500) 1" Agent(for the con Itractor)or Power of Attorney(for the owner)would be someone with notarized letter frorn owner authorizing same :R.'rHE COUNTER PI:ERMITTING (Front of Application Only) ,o'fs If Shingles. {i Sewers Service Upgraades A/C Fences(Plot/Survey/Footage) Oriveways-Mot over Counter if on pub lic;roedways:.n6eds:ROW.- i NOTICE: OF DEED RESTRICTIONS: The: undersigned understands that this permit: may be subject to d�ar�d:" restrictions"" which May be more restrictive than County regulations. The undersigned assurnes responsibility for compliance with any applicable deed restrictions. UNLICENSED, CONTRACTORS ANC).CONTRAC:TOR 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 regulaiions. If the contractor is not licensed as required;by law, both tho owner land;contractor may be cited,for a misdemeanor violation under, state law, if the owner or inter ded 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 haI> hired a.contr;actor or contractors, he Is 'advised ton have the contractors) 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 thaat he is not properly licensed and is not entitled to permittlh'g privllegc,s 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 buiidings,;Chan ge of use in existing buildings, or expansiori of existing buildings, as specified in Pasco County Ordinance number i139-07 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 thEi 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/Sower Impact fees are due, they must be paid prior tc permit issuance In accordance with applicable.Pasco. County!ordinan;ces, CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,600;00 or more, I :..certify that I, the applicant, have been provided with a copy of the "Florida Construction Llenl Law.•--Homeowner's Protection Guide" prepared by the Flcirid<a 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 thhat all work will'be done in compliance with all applicable laws regulating construction, zoning and land develoomerlt. 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 jurlwilcticm, i also certify that I understand that the regulations of other,gove'rnment agencies may apply to the intended work, Ind '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 Protectlon-t0ypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WaterMastewater,Treatrnent. Southwest Florida Water Management District-Wells, Cypress Bayheads, Welland Ar&rs, Altering Watercourses, I Army Corps of Engine ers.•Seawalls, Docks, Navigable Waterways. j Department of Health & Rehabilitative Services/E:nvironmental Health Unit-Wells, W6stew<ater ;Tre;atment, Septic Tanks, US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authorityr 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 he used In Flood Zone "A", it is understood that a drainagb 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 raffEs;ct adjacent propertles' If use of fill Is found to adversely affect adjacent properties, 'the owner may,be clte:d for violating the conditions of the building permit Issued under the attached permit application, for lots less than cane (1) acre which are elevated by fill, 'an engineered drainage plan is requlrerd, 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 afficlavit prior to commencing construction. I understand that a separate permit may he required for electrical work, , gas,, or other installations not specifically included in the applicration. A plumbing, signs, wells, pools, air conditioning permit issued shall b�� construed to bra 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 Buildirig 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 oi`permit Issuance, or lif work.authorized by the permit is suspended or abandoned for' a period of sbc (ti) months after the time the workis commenceii!1"rl extension may be requested, In writing, from the Building Official for a period not to ex0130d ninety (90) drays land will demonstrate rk ceases for ninety (90) consecutive days, thEjob is considered abandoned. justifiable cause for the extension. If wo WARNING i TO OWNER: YOUR FAILUIRE TO RECORD A NOTICE OF COMMENCEMENT MAY Rlic85ULT IN YOUR PAYING TWICE FOR IMIPROVEMENTS TO YOUR PROIPERTY, IF YOU INTIEND TO OBTAIN FINAll11I�G c o1 418)ULT WITIj Y®.11R LENDER OR AN ATTORNEY BEFORE RECORDING YOUR OTIGE OF COMMEiNC:EMI:I�IT_j RORIDA JURAT(F.S, 117.03) I�R OR AGENT,_ __ CONTRACTOR';_ OWN Subscrrlbed and sworn to(or affirmed)before me thlr� Subscribed and sworn to or afflr )be o e this —by VVho Isla/are personally known to me cr has/hake produced Who Islare p rsonaliy kn ao me or hasas Ide nlfl atlon. as Identlflcdtlon. _ — — --- _Notary Public _Ncltary Public JACQUELINE BO s. commissionNo. __ _ ____ Commis n N ,�, Expirees�Decensher 12,2022 Nam(;of Notary typed,printed or stamped — Name of Nota a rin 2019-01-29 09:22 ISOprt 75 1854 8138389008 » 8132699902 P 2/12 r.t'tSf,'• .Y! 0094047 CONTRACT# LOWE'S AUTHORIZED REPRESENT Tive NUMBER: Ct13TOMER , + STORE NO, STREET ADDRESS i STREET ADDRESS y' CITY STATE ZIP CITY _ STATE ZIP t �lr•. •`•.�I'i r"L I 1 )'L! ,•^`' '� "-'r:i�• Z !L TELEPHONE J TELEPHONE ^,l�";i 1 .,' 'i i�tJ+..� 'i ::..rj•- •G t �i _ �:)it L1U '.` DATE Lowc5 CONTRACTOR UCENSE NUMBER CASH BANK LOG tics a, •} CGG1609417 CARD C E INSTALLATION STREET ADDRESS i cay STATE ZIP ` -44"'l= l&3 i s ,:t.•r S .j , ,err`/i Ji• l�'.z. ..t: •i r• b 1�3��8tt �it1 '11 tI `� t',�. .!�r r � �(..:.t.. k'' ,'r /y:! `G,•' (.?� i !�:! Y;�. ..tiri (� JUi.tirS t ,i vt,] ',1C NOTICE TO CUSTOMER CALCULATIONS:in order to properly perform the installation of certain Goods,the Contract Price may include more Goods than actually will be installed based on the measured square footage of the Project Area.As a result,the parties agree that the lump-sum Price stated in this Contract is calculated upon both the Value of estimated Goods required to fulfill the Contract(Including waste),which may exceed the actual square footage of the Project Area,and the labor which may be estimated based on the amount Of Goods required to fulfill the Contract(including waste). By signing this Contract below,Customer acknowledges!receipt of this notice and agrees,and understands that the Price includes these costs which may not be refunded once the Installation Services are performed. NOTICE TO CUSTOMER: Federal law requires Lowe's to provide you with the pamphlet Renovate Right. By signing this Contract,Customer acknowledges l t j�To tal oa having received a copy of this pamphlet before work began informing Customer Contract '7rg 3j J7 of the potential risk of the lead hazard exposure from renovation activity to be *applicable taxes included performed in Customer's dwelling unit. NOTE:if rotted wood Is discovered-during installation,additional charges will apply. You will be given a quote and a change order must be completed and iili nod by the customer for any additional char(es. Customer must initial. 'Any work or Material not specified is not included in this cc tract.Any changes or additions Will be at an additional charge for the material and labor. NOTICE TO OWNER: •- ACCORDING TO FLORIDA'S CONSTRUCTION LiEN LAW (SECTIONS'713.001.713.37, FLORIDA STATUTES),THOSE WHO WORK ON YOURIPROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE ARIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY.THIS CLAIM IS KNOWN AS A CONSTRUCTION LiEN. IF YOUR CONTRACTOR OR A SUBQONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB-SUBCONTRACTORS, OR MATERIAL. SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY,LOOK TO YOUR PROPERTY FOR PAYMENT,EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL;iF YOU FAIL TO PAY YOUR CONTRACTOR,YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YGIUR PROPERTY.THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS,OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY.TO PROTECT YOURSELF YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT,iS MADE,YOUR CONTRACTOR iS REQUIRE6 TO PROVIDE YOU WiTH A WRITTEN RELEASE OF LIEN FROM ANY PERSMOR COMPANY THAT HAS PROVIDED TO YOU A"NOTICE TO OWNER.' FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX,AND IT IS RECOMMENDED THATYOU CONSULTAN ATTORNEY. PHOTO RELEASE:Customer grants to Lowe's and Lowe'e employees and independent contractors the right to take photographs of the Premises where Installation Services will be performed and all work performed at the Premises related to this Contract, and Irrevocably grants to Lowe's all right,title and Interest In and to the photographs for use in all markets and media,worldwide,in perpetuity.Customer authorizes Lowe's to copyright,use and publish the photographs in print and/or electronically,and agrees that Lowe's may use such photographs for any lawful purpose,including,but not limited to,marketing. advertising;publicity,Illustrotlon,training and Web content By initialing hete,Customer agrees to the foregoing. [customer to initial to the[eft]. Work is to conimpnee upon reasonable availability of Contractor andfor any special order or customer made Good(s)which Is antioipated to be [fill In date].Estimated completion date Is,_ LAU- A;J+ 'I• fix'` [oil in date]. Said estimated substantial Completion date is not of the essence.A statement of any Contingencies that would materially change said ostimaled substantial completion date is as follows: _ (if applicable, insert a statement of such contingencies). 1 This Contract provides that ail claims by Customer or Lowe's iNill be resolved by BINDING ARBITRATION.Customer and Lowe's GIVE UP THE RIGHT TO GO TO WORT to enforce this Contract(EXCEPT for matters thakjrnayr be takap_tn SMALL,GLAIMS COURT).Lowe's and Ciustomees rights will bo determined-*Ly a NEUTRAL-ARBtTF[ATOR:•and-_W& al judge or junk. Lowe's att'd Customer..are otititioa to a.FAIR HEAgCfl a:.But the arbitration procedures are SIMPLER AND MORE LIMITED THAN RULES APPLICABLE IN Cobwr.Arbitrator decisions are as enforeeatb(e'as any court order and' are subject to VERY LIMITED REVIEW BY A COURT.FOR MORE ormfLS: Review tho section titled ARBITRAT(ON•AGREEMENT,WAIVER OF JURY TRIAL AND WAIVER OF CLASS ACTION ADJUDICATION found in the Terms and Conditions of this Contract. 2019-01-29 09:25 I$Op'rt 75 1854, 8138389,008 >> 8132699902 P 10/12 Holley Dev Corp U54584 Customer: EUGENE BERRY Store: 1854 Flange:Yes or No(Circle one) Phone: 207-299-5080 Alt Phone! j— Date 1/25/19 Customer Address: 7143 OMEGA CT ZEPHYRH ILLS FL Install Address: Same Year House Was Built 1980 Lead Test Performed:Yes or No(Circle One) If Yes:�Positive or Negative(Circle One) Directions: 1. Draw the walls where windows a ie being replaced and label them front, back, L side or R side(as seen from the street) 2. Draw-the windows that are being replaced on each window drawing 3. Place a capital letter beside each window in the drawing. Windows with the same dimensions will have the same letter.Complete the information on the next page using the corresponding letter, 4. Labe each existing window with the type of exterior materiallsurrounding the window(for example: brick,vinyl, wood,clapboard, etc.)Also,label!existing window type(for example: aluminum,wood,vinyl) OL (.0- LA L I I -Z 0 r- :5' F4. Page 1 of 3 Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL 16603-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived %71 Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella,IA 50219 (641)621-6096 pellaproductapproval@pella.com Authorized Signature Beth Phelps phelpsba@pella.com Technical Representative TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND,OR 97230 (503)405-9176 tbfarr@pella.com Quality Assurance Representative Pat Bortscheller Address/Phone/Email 102 Main Street Pella,IA 50219 (641)621-1000 PJBortsclieller@pella.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturer Association Validated By Terrence E.Lunn,PE 0 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA]01/I.S.2/A440-08 2008 AAMA/WDMA/CSA l0I/I.S.2/A440-11 2011 Equivalence of Product Standards Certified By iJ I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0Yes ONo JN/A Product Approval Method Method 1 Option A Date Submitted 12/06/2017 Date Validated 12/06/2017 Date Pending FBC Approval Date Approved 12/07/2017 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6... 1/30/2019 Page 2of3 Summary of Products FL# Model,Number or Name Description 16603.1 Pella 10 Series Single Hung Window 36"x 90"Vinyl Non-impact Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16603 R3 C CAC CCL 411-H-1032 36x90.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/22/2022 Design Pressure:+40/40 Installation Instructions Other:Configurations of glass shall conform to the current ASTM E1300 FL16603 R3 II Drawingl 414.pdf standard.Fixed check rail shall have Pella's contour shaped steel Verified By:Warren W.Schaefer P.E.44135 reinforcement&active check rail&active sash stiles shall have Pella's"C" Created by Independent Third Party:Yes shaped reinforcement. Evaluation Reports FL16603 R3 AE Drawing]414.pdf Created by Independent Third Party:Yes 16603.2 Pella 10 Series Single Hung Window 54"x 90"Vinyl Non-impact Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16603 R3 C CAC CCL 411-H-1032 54x90.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/09/2022 Design Pressure:+45/45 Installation Instructions Other:Configurations of glass shall conform to the current ASTM El300 FL16603 R3 II Drawing 1414.pdf standard.Active check rail,fixed check rail and active sash stiles shall have Verified By:Warren W.Schaefer P.E.44135 Pella's contour shaped aluminum reinforcement. Created by Independent Third Party:Yes Evaluation Reports FL16603 R3 AE Drawing 1414.pdf Created by Independent Third Party:Yes 16603.3 Pella 10 Series Single Hung Window 54"x 63"Vinyl Non-impact Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16603 R3 C CAC CCL 411-H-j032 54x63.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/09/2022 Design Pressure:+501-50 Installation Instructions Other:Configurations of glass shall conform to the current ASTM E1300 F.LI..6603 R3_I.I D.raw.ing_,1414,pdf standard.Active check rail,fixed check rail and active sash stiles shall have Verified By:Warren W.Schaefer P.E.44135 Pella's contour shaped aluminum reinforcement. Created by Independent Third Party:Yes Evaluation Reports FL16603 R3 AE Drawingl 414 pdf Created by Independent Third Party:Yes 16603.4 Pella 10 Series Single Hung Window 48"x 73"Vinyl Non-impact Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16603 R3 C CAC CCL 411-H-1032 48x73 pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/09/2022 Design Pressure:+501-50 Installation Instructions Other:Configurations of glass shall conform to the current ASTM E1300 FL16603 R3 II Drawing 1414.pddf standard.Active check rail,fixed check rail and active sash stiles shall have Verified By:Warren W.Schaefer P.E.44135 Pella's contour shaped aluminum reinforcement. Created by Independent Third Party:Yes Evaluation Reports FL16603 R3 AE Drawing 1414:.pdf Created by Independent Third Party:Yes 16603.5 Pella 10 Series Single Hung Window 36"x 62"Vinyl Non-impact Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16603 R3 C CAC CCL 411_H-1032 36x62.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/22/2022 Design Pressure:+55/-55 Installation Instructions Other:Configurations of glass shall conform to the current ASTM E1300 FL16603 R3 II Drawing 1414.pdf standard.Fixed check rail shall have Pella's contour shaped steel Verified By:Warren W.Schaefer P.E.44135 reinforcement&active check rail&active sash stiles shall have Pella's"C" Created by Independent Third Party:Yes shaped reinforcement. Evaluation Reports FL16603 R3 AE Drawing 1414.pddf Created by Independent Third Party:Yes 16603.E Pella 10 Series Single Hung Window 36"x 73"Vinyl Non-impact Single Hung Window http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6... 1/3 0/2019 Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16603 R3 C CAC CCL 411-H-1032 36x73.udf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/09/2022 Design Pressure:+60/-60 Installation Instructions Other:Configurations of glass shall conform to the current ASTM E1300 FL16603 R3 II Drawing 1414..pdf standard.Fixed check rail shall have Pella's contour shaped aluminum Verified By:Warren W.Schaefer P.E.44135 reinforcement&active check rail shall have Pella's"C"shaped Created by Independent Third Party:Yes reinforcement. Evaluation Reports FL16603 R3 AE Drawing 1414.pdf Created by Independent Third Party:Yes 16603.7 Pella 10 Series Single Hung Window 52-1/8"x 50"Vinyl Non-impact Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16603 R3 C CAC CCL 411-H-1032 52.125x50.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/17/2023 Design Pressure:+60/-60 Installation Instructions Other:Configurations of glass shall conform to the current ASTM E1300 FL16603 R3 II Drawing 1414.pddf standard.Active check rail,fixed check rail and active sash stiles shall have Verified By:Warren W.Schaefer P.E.44135 Pella's contour shaped aluminum reinforcement. Created by Independent Third Party:Yes Evaluation Reports FL16603 R3 AE Drawing 1414.pdf Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6... 1/30/2019 GENERAL NOTES ES'E DRAWOlGS ARE APPiJCAB ONLY TO THE PRODUCT OWivr 8r: piFGi{m g{; SPECIFIED.THEY MAY NOT BE USED FOR THE ASSEMBLY B.TA rAxs 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED AN O/9R INSTA.LATION OF ANY OTHER PRODUCT NOR MAY PaT; a,T ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. THEY BE USED FOR RATIONAL AND/OR LOCAL APPROVAL T-le T/w/EIS 7- OPENINGS,BUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED& OF ANY PRODUCT NOT PRODUCED BY THE MANUFACTURER FOR MAX. FRAME WIDTH, SEE n ON ESE DRAMI INSTALLED TO TRANSFER WAND LOADS CT THE STRUCTURE. B 8 S a " 3. THESE NON-IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH NOTE BELOW AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). 14" o e 1 e 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR 6" MAX. WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE z MAX. 6" MAX. PR nS € + PRESSURE TREATING CHEMICALS N THE WOOD. Q.C. t"� 5. MATERIALS,INCLUDING BUT NOT L7iitTFD TO STEEL SCREWS,THAT COME INTO --- ---- -- --- - CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF S g FLORIDA BUILDING CODE CHAPTER 20. I 6. TO THE BEST OF OUR KNOWLEDGE,THE PRODUCT SHOWN HEREIN IS CERTIFIED 6" MAX. QUALITY ASSURED BY A FLOWDA STATE APPROVED CERTIFICATION/OA ENTITY&SHALL ( "-I•" BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF i 1 CCii BUSINESS&PROFESSIONAL REGULATION SPEC111CATIONS. PRODUCT ASSEMBLY IS NOT C x a g PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 2 R7 I R 2 ¢ P R QUALITY ASSURANCE SPECIFICATIONS&TESTING REPORTS. 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF rc H B FI H H ANY OF THE FOLLOWING APPLY_1)PRODUCT IS INSTALLED WITHOUT A BUILDING I I 11" MAX. Q.C. PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT, 2)PRODUCT 6 FRAME SCREWS WHERE SHOWN AT ( INSTAUZD BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH o I HEAD & SIDES. SEE "FRAME I (AT SIDES) INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE OCCURRED TO THE ANCHOR REQUIREMENTS TABLE" ON EMU -F- PRODUCTS CERTIFICATION 'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO THIS SHEEP 1 FOR REQUIREMENTS: t BE INCORRECT OR WCONSIST:NT VTTH WHAT HAS BEEN TESTED. m O _Z B. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE ( I WINDOW FLANGE IS o U" PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED PRODUCT. O IOPTIONAL & MAY BE F "o 9.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF z THE INSTALLED PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT w REMOVED WHEN 0 D. ¢o RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER&/OR INSTALLER. I I REQUIRED BY C~D d Z� OPENING CONDITIONS 0- 0 001) T °m h I ( 3"TO 5" Z S N a z ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: I I z ALL ALTERNATE ANCHORS IN THEIR SPECIFIED c0 SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE I LL ` WITH THEIR APPLICABLE STANDARD(S)AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE o ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. I I Z Zro IN5TALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS ANO/OR INFORMATION&RESULTS,FROM APPLICABLE TEST REPORTS THE FLORIDA BUILDING B // _ i W ,,< CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME 2 Z < OF THE EVAUTATON. IN DIE EVENT OF CODE VERSION CHANGES/UPDATES OR IN I IL.__�6" MAX. Z'�zd i THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED - I 0 41a� & PRODUCT,PRIOR TO STATING CODE COMPLIANCE WITH THE STATE.THE MANUFACTURER ----- -'" -----•"''- '- SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE K gog INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WITH THE THEN CURRENT TESTING, NO ANCHORS REQ'D Q W2 gsz; CODE AND APPLICABLE STANDARDS. AT SILL EXTERIOR ELEVATION: "� Uz 2 SINGLE WINDOW o FRAME ANCHOR REQUIREMENTS TABLE Lu o M1n SCALE: 3/4"= r—D" s,%au0000a �3io (SUBSTRATE} UM OPENING TYPE FRAME 70 OTYPEG FASTENER EMBED EDGENIMUMI MDIST. NOTE: FOR MAX. WINDOW FRAME eeeeeQ�4. ��yf � s3� (1) FRAME SCREWS DIMENSIONS AND ALLOWABLE Lo,•' - y ;w MIN.(MIN.GOOD FRAME55)OR LICK DESIGN PRESSURE, SEE z NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4" APPLICABLE FLORIDA : ORIDA APPROVAL =C) cc3 R. 3 & G .w v� I~" '-x e o � W U K MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" 2" x 0 ai�c�: MIN. 1/8"THK A36 STEEL NO. 10 DR. 5 SELF TAP/DRILL.SCREW FULL 1/2- MIN "• Z C 901/8-THK 6063-TS ALUM.CMU/2500 PSI CONCRETE NO, (7)01/4. CONCRFTAP/DRILL E SCREW 1 FULL 122" Q�Q`��`� 6 (1)FRAME SCREWS SHALL BE PAN HEAD OR HEX HEAD SCREW DRAWNG N EV. (2)CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), T1W 'I 414 E RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON 11 (C.S OR S.S.). SHEET ND. 1 OF 2 DRYVN VA SUBSTRATE BY OTHERS 3/8- MAX. SHIM FRAME WIDTH PER "FRAME ANCHOR FRAME SCREW AT EACH ANCHOR REQUIREMENTS TABLE" PER ELEVATION SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE'-: SEAL SPACE WITH LOW w EXPANSION FOAM t AROUND PERIMETER [ 3/8" MAX. SHIM AT OF WINDOW FRAME F EACH ANCHOR FRAME SCREW PER c= ELEVATION SEALANT BY W M OTHERS SEA SEAL SPACE cs WITH EXTERIOR LOW EXPANSION FOAM AROUND [ffERIORI uj PERIMETER OF WINDOW FRAME SEALANT BY OTHERS 0 -% SECTION o SCALE: 1/2 FULL (L 0 Ld<c) 0 oon SECTION a L) 'c=1 1) I SCALE: 1/2 FULL 2 I ED ED r, z w cl o o p a o - EXTERIOR CONTINUOUS WOOD MEMBER LESS IN SIZE z THAN A 2X_ BUCK TO BE MIN. 3 1/2- DEEP. H NOT REQUIRED WHEN SHIM SPACE IS WITHIN SEAL SPACE WITH = ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). LOW EXPANSION FOAM AROUND PERIMETER OF SUBSTRATE 13Y OTHERS M SEALANT BY = PER FRAME ANCHOR WINDOW FRAME REQUIREMENTS TABLE" uj OTHERS m MAX. SHIM AS REQ'D c'o TO SUPPORT WINDOW SILL 6i z En SEALANT BY w w< 3 CONTINUOUS BEADS OF OTHERS ON/STRUCTURAL ADHESIVE w CONSTRUCTION/STRUCTURAL v) 5 '' EXTERIOR LU FRAME SCREW PER ELEVATIONS w- SECTION & "FRAME ANCHOR r w(s...i SCALE: 1/2 FULL 2 v) REQUIREMENTS TABLE" u�z ESE j OPTIONAL DIRECT MOUNT DETAIL m cn z TO SUBSTRATE WITH SPACER 3i ILI) (HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME) (SILL DOES NOT APPLY) (FOR DETAIL NOT SHOWN,SEE OTHER SECTIONS) ul :4u co 0 3:.j x C):co ca loo-z 6 14-1.4— IN-E Al SHEET NO. 2 OF 2 Page 1 of 5 Product Approval Menu>Product or Application Search>implication List>Application Detail FL# FLl 1206-R10 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived El Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella,IA 50219 (641)621-6096 pellaproductapproval@pella.com Authorized Signature TROY FARR tbfarr@pella.com Technical Representative TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND,OR 97230 r (503)405-9176 \ � tbfarr@pella.com Quality Assurance Representative TROY FARR 4ORI�SROP��\\'Go��\�\,Cj Address/Phone/Email 18600 NE PORTLA DI OR 9723Q�S (503)405-9176 tbfarr@pella.com PNRo �S :®TO Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing0 Certification Agency Window and Door Manufacturer AsTbyi n Validated By James L.Buckner,P.E.@ CBUCK Engineering `J'i Validation Checklist-Hardeopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-11 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/14/2017 Date Validated 10/02/2017 Date Pending FBC Approval Date Approved 10/16/2017 Pummary of Products FL# Model,Number or Name Description hap://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgs6WGOndIUH... 1/30/2019 Page 2 of 5 l 1206.1 Series 10/20 High Performance Single Hung Vinyl Single Hung Window(42"x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL11206 RIO C CAC CCL-411-H-1043.108-109.pdf Approved for use outside HVHZ:Yes FL11206 RIO C CAC CCL=41.1-H_1043.111-112,pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+50/-50 06/17/2027 Other:Configurations of glass shall conform to the current ASTM E1300 Installation Instructions standard. FL11206 RIO 11 Drawing 1572.pdf Verified By:Warren W.Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL11206 R10 AE Drawing 1572.pdf Created by Independent Third Party:Yes 11206.2 Series 10/20 High Performance Single Hung Vinyl High Performance Single Hung Twin.Composite(72"x 65-1/2") Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL11206 RIO C CAC CCL-411-H-1043.123-124.pdf Approved for use outside HVHZ:Yes FL11206 RIO C CAC CCL-411-H-1043.126-127.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+501-50 06/21/2027 Other:Configurations of glass shall conform to the current ASTM E 1300 Installation Instructions standard. FLI1206 R10_11 Drawing 1572_pdf Verified By:Warren W.Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL11206 R10 AE Drawing 1572.pdf Created by Independent Third Party:Yes 11206.3 Series 10/20 Single Hung Vinyl Single Hung Triple Composite(109"x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL11206 RIO C CAC CCL-411-H-1043.85-86.pdf Approved for use outside HVHZ:Yes FL11206 RIO C CAC CCL-411-H-1043.93-94.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+40/40 06/15/2027 Other:Configurations of glass shall conform to the current ASTM El300 Installation Instructions standard. FL11206 RIO 11_Drawing-]5.72.pdf Verified By:Warren W.Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL11206 RIO AE Drawing 1572.pdf Created by Independent Third Party:Yes 11206.4 Series 10/20 Single Hung Vinyl Single Hung Triple Composite(108"x 53.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL11206 RIO C CAC CCL-_411-H-1043 139-140 pdf Approved for use outside HVHZ:Yes FL11206 RIO C CAC CCL-411-H-1043.144-145.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+35/-35 06/23/2027 Other:Configurations of glass shall conform to the current ASTM E1300 Installation Instructions standard. FL l 1206 R,10_I] Drawing 1572,.pdf Verified By:Warren W.Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL11206 RIO AE Drawing 1572.pdf Created by Independent Third Party:Yes 11206.5 Series 10/20 Single Hung Vinyl Single Hung Twin Composite(96.5"x 59.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL11206 RIO C CAC CCL-411-H-1043.102-103.pdf Approved for use outside HVHZ:Yes FL11206 RIO C CAC CCL-411-H-1043.105-106 gdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+35/-35 06/13/2027 Other:Configurations of glass shall conform to the current ASTM E1300 Installation Instructions standard. FL11206 R10 II Drawing 1572.pdf Verified By:Warren W.Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL11206 RIO AE Drawing 1572.pdf Created by Independent Third Party:Yes 11206.6 Series 10/20 Single Hung Vinyl Single Hung Twin Composite(72"x 59.5") http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs6 WGOndIUH... 1/30/2019 Page 3 of 5 Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL11206 RIO C CAC CCL-411-H-1043.96-97.pdf Approved for use outside HVHZ:Yes FL11206 RIO_C_CAC C_CL-411-H-1043.99-100.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+35/-35 06/16/2027 . Other:Configurations of glass shall conform to the current ASTM E1300 Installation Instructions standard. FL11206 RI0 II Drawing 1572.pdf Verified By:Warren W.Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL11206 R10 AE Drawing1572.pdf 572.pdf Created by Independent Third Party:Yes 11206.7 Series 10/20 Single Hung Vinyl Single Hung Triple Composite(109"x 59.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL11206 RIO C CAC CCL-411-H-1043.96-97.pdf Approved for use outside HVHZ:Yes FL11206 RIO C CAC CCL-41.1.-H_1043_99-100.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+35/-35 06/16/2027 Other:Configurations of glass shall conform to the current ASTM E1300 Installation Instructions standard. FL11206 R10 II Drawingl 572.pdf Verified By:Warren W.Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports . FL11206 RIO AE Drawing1572.pdf 572.pdf Created by Independent Third Party:Yes 11206.8 Series 10/20 Single Hung Vinyl Single Hung Window(48"x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FLl 1206 RIO C CAC CCL-411-H-1043.84-87.pdf Approved for use outside HVHZ:Yes FL11206 RIO C CAC CCL-411-H-1043.88-89.vdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+35/-35 06/17/2027 Other:Configurations of glass shall conform to the current ASTM E1300 Installation Instructions standard. FL11206 R10 II Drawingl 572.pdf Verified By:Warren W.Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL11206 R10 AE Drawing 1572.pdf Created by Independent Third Party:Yes 11206.9 Series 10/20 Single Hung Vinyl Single Hung Window(48"x 59-1/2") Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL11206 RIO C CAC CCL-411-H-1043.IO2-103.pdf Approved for use outside HVHZ:Yes FLl 1206 RIO C CAC CCL-41 I-H-1043.105-106.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+35/-35 06/13/2027 Other:Configurations of glass shall conform to the current ASTM E1300 Installation Instructions standard. FL11206 RIO II Drawing 1572.pdf Verified By:Warren W.Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL11206 RIO AE Drawing 1572.pdf Created by Independent Third Party:Yes 11206.10 Series 10/20 Single Hung Vinyl Single Hung Window(36"x 59-1/2") Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL11206 RIO C CAC CCL-411-H-1043.96-97 pdf Approved for use outside HVHZ:Yes FL11206 RIO C CAC CCL-411-H-1043.99-100.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+35/-35 06/16/2027 Other:Configurations of glass shall,conform to the current ASTM El300 Installation Instructions standard. FL11206 RIO I1 Drawing_I572.pdf Verified By:Warren.W.Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FLI1206 RIO AE Drawing 1572.pdf Created by Independent Third Party:Yes 11206.11 Series 10/20 Single Hung Vinyl Single Hung Window(48"x 84") Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL11206 RIO C CAC CCL-411-H-1043 114-115 pdf http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs6WGOndIUH... 1/30/2019 Page 4 of 5 Approved for use outside HVHZ:Yes FL11206 RIO C CAC CCL-411-H-1043.117-118.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+35/-35 06/17/2027 Other:Configurations of glass shall conform to the current ASTM E1300 Installation Instructions standard. FL11206 R10 II Drawing 1572.1)df Verified By:Warren W.Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL11206 R10 AE Drawing_L 72:pdf Created by Independent Third Party:Yes 11206.12 Series 10/20 Single Hung Vinyl Single Hung Window(36"x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FLI 1206 RIO_C CAC CCL-411-H_1043.8586,pdf Approved for use outside HVHZ:Yes FL11206 RIO C CAC CCL-411-H-1043.93-94.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+35/-35 06/15/2027 Other:Configurations of glass shall conform to the current ASTM E1300 Installation Instructions standard. FLI1206 RIO II Drawing 1572.pdf Verified By:Warren W.Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL11206 RIO AE Drawing 1572.pdf Created by Independent Third Party:Yes 11206.13 Series 10/20 Single Hung Vinyl Single Hung Twin Composite(72"x 53.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL11206 RIO C_CAC_C_CL-411-H._1043.139-140.pdf Approved for use outside HVHZ:Yes FL11206 RIO C CAC CCL-411-H-1043.144-145.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+35/-35 06/23/2027 Other:Configurations of glass shall conform to the current ASTM E1300 Installation Instructions standard. FL11206 RIO II Drawingl 572.pdf Verified By:Warren W.Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL11206 RIO AE Drawing 1572.pdf Created by Independent Third Party:Yes 11206.14 Series 10/20 Single Hung Vinyl Single Hung Twin Composite(96.5"x 53.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL11206 RIO C CAC CCL-411-H-1043.129-130.pdf Approved for use outside HVHZ:Yes FL11206 RIO C CAC CCL-411-H-1043.132-133.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+35/-35 06/21/2027 Other:Configurations of glass shall conform to the current ASTM E1300 Installation Instructions standard. FLI1206 RIO 11 Drawing 1572.pdf Verified By:Warren W.Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL11206 RIO AE Drawing 1572.pdf Created by Independent Third Party:Yes 11206.15 Series 10/20 Single Hung Vinyl Single Hung Twin Composite(96.5"x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL11206 RIO C CAC CCL-411-H-1043 84-87 pdf Approved for use outside HVHZ:Yes FL11206 RIO C CAC CCL-411_H--1043.88-89,pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+35/-35 06/17/2027 Other:Configurations of glass shall conform to the current ASTM El300 Installation Instructions standard. FL11206 R10 II Drawingl 572.pdf Verified By:Warren W.Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL11206 R10 AE Drawing 1572.pdf Created by Independent Third Party:Yes 11206.16 Series 10/20 Single Hung Vinyl Single Hung Twin Composite(72"x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL11206 RIO_C CAC CCL-411-H-1043 85-86 pdf Approved for use outside HVHZ:Yes FL11206 RIO C CAC_CCL-411-H_1043.93-94.pdf Impact Resistant:No Quality Assurance Contract Expiration Date http://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgs6 WGOndIUH... 1/30/2019 Page 5 of 5 Design Pressure:+40/40 06/15/2027 Other:Configurations of glass shall conform to the current ASTM E1300 Installation Instructions standard. FL 11206_R1 O II_Drawing.1572,p4f Verified By:Warren W,Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL11206 RIO AE Drawingl 572.pdf Created by Independent Third Party:Yes 11206.17 Series 10/20 Single Hung Vinyl Fixed With Single Hung Flankers(108"x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL11206 RIO C CAC 411-H-1043.74.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/03/2019 Design Pressure:+30/-30 Installation Instructions Other:Configurations of glass shall conform to the current ASTM E1300 FLI 1206 RIO II Drawing 1572.pdf standard. Verified By:Warren W.Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL11206_RIO_AE Drawing 1572..pdf Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgs6WGOndIUH... 1/3 0/2019 THESE ORAWINGS ARE APP ONLY TO 7NE PRODUCT"A"'et: C1 03 Df: GENERAL NOTES: SPECIFIED.1HEY MAY NOT BE USED FOR THE ASSEMBLY v,J. M.NS 1. ALL FASTENERS SHNE BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE AND/OR INVALA71ON OF ANY OTTER PRODUCT NOR MAY awtt w1e MATERIAL.SFLAIL BE BEYOND WALL FINISH OR STUCCO. THEY BE USED FOR RATION4 AND/DR LOCAL APPROVAL 1"T6 OT/TO/W 2. OPENINGS.BUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO TRANSFER WIND OF ANY PRODUCT NOT PROmt=BY THE MANUFACTURER LOADS TO THE STRUCTURE STATEDON THESE R&W NSS. - 3. THESE.NON-IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS g 6 OF THE FLORIDA BUILDING CODE(FBC). 48" MAX. FRAME WIDTH a 8 s$ o B 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALLBE Al CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING C14UCAS IN THE WOOD. rJ 48" MAX. FRAME WIDTH��4' MAX. i a ut i 5. MATERIALS.INCLUDING BUT NOT UMBED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR x MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. - -_ ---- --- - 6. TO THE BEST OF OUR KNOWLEDGE,THE PRODUCT SHOWN HEREIN IS CERTIFIED&QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY&SHALL BE LABELED IN ACCORDANCE WITH THE FOC AND a THE FLORIDA DEPARTMENT OF BUSINESS&PROFESSIONAL REGULATION SPECIFICATIONS, PRODUCT ASSEMBLY IS NoT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS GUAM ASSURANCE Bi BT B2 //FRAME SCREWS 82 EQUALLY SPECIFICATIONS&TESTING REPORTS. 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL.BE CONSIDERED VOID IF ANY OF THE FOLLOWING 5 '� $ 5 WHERE SHOWN. 5 SPACED a S APPLY:1)PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING OPPOSITE SEE'FRAME OPPOSITE S B 6 fi DEPARTMENT. 2)PRODUCT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH ANCHOR INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE OCCURRED TO THE PRODUCT'S CERTIFICATION FIN ANCHOR ( 3 S EFTTITYS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS WITHIN 2" OF REQUIREMENTS EQUALLY BEEN TESTED. CORNERS & 8' TABLE" ON THIS SPACED 2 "< 6. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTFICATIDN SHALL I- I-- THESE 2 SHEET FOR CONTROL FOR THE INSTALLED PRODUCT. 0 MAX O.C. SEE ANCHORS REQUkREMENTS. 9.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT IS w FRAME ANCHOR w ARE NOT NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER x REQUIREMENTS S &/OR INSTALLER. w w REQ'D WHEN 9" MAX. w N TABLE" ON THIS / z WINDOW zo 1 n ALTERNATE ANCHOR/SHBSME EVALUATION NOTE• SHEET FOR — — — 02 FRAME ALL ALTERNATE ANCHORS IN THEIR SPECIFIED REQUIREMENTS. HEIGHT IS a a o SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE 7/ a 62'OR LESS / 9" MAX, az° L WITH THEIR APPLICABLE STANDARDS) AND ARE FOUND (TYP. EACH TO BE EQUIVALENT TO OR STRONGER THAN THE SIDE) ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. 00 P7 EQUALLY p �a� IN5TALATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS ANOBWIDBT/OR G SPACED Z a N INFORMATION&RESULTS FROM APPLICABLE TEST REPORTS. THE ftAR10A CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME ^� OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPOATES OR IN EQUALLY Z THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED SPACED PRODUCT,PRIOR TO STATING CODE COMPLIANCE WITH THE STATE,THE MANUFACTURER La MD a SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE j /� LaINSTALLATIONS SPECIFIED HERE-4 ARE CURRENT WITH THE THEN CURRENT TESTING. CODE AND APPLICABLE STANDARDS. FRAME ANCHOR REQUIREMENTS TABLE Q -—E�4 M -L OPENLNc TYPE FRAMEIcuP/WL FLN ro MwlMuu MINIMuM NO ANCHORS REQ' EXTERIOR ELEVATION: cso (SUBSTRATE} OPENING FASTENER TYPE EMBED EDGE DST. EXTERIOR ELEVATION: AT HEAD & SILL } zm SINGLE WINDOW (1)FRAME SCREWS (SERIES 20) SINGLE WINDOW N w - MIN.2X4 WOOD FRAME OR BUCK N0.70 SMS OR WOOD SCREW 1 1/a• 3/a• .(FIN INSTALLED SERIES 10� (FRAME SCREW INSTALLED SERIES 20) (MIN.GEL 3&G-0.55) .- CD MN :a GA.33 xsT METAL STUD ND.10 GR s SELF TAP DRRL sCREw FULL tlz SCALE- 3/4" = V-O" SCALE: 3/4" = t'-0" Z �11 MIN.1/8•THK A36 STEEL N0.10 GR.5 SELF TAP/DRILL SCREW FULL 1/2' S w0.to '' w w b MIN.1/6'THK 6063-15 ALUM. NO.10 GR.5 SELF TAP/DRILL SCREW .FULL 1/2' O7 C-90 CMU/2500 PSI CONCRETE (N 1/4"CONCRETE SCREW 1 1/4• 2' w w on ALLOWABLE DESIGN PRESSURE N 15 (1)INSTALLATION CLIP SCREWS {SERIES 20 MM.2X4 WOOD FRAME OR BUCK (SINGLE WINDOW) U)z (MIN.DR.3&C=0.55) NO.10 SMS OR WOOD SCREW 1 1/4 3/4+ WINDOW SIZE _ MIN.to CA 33 KSI METAL STUD No.10 GEL 5 SELF TAP DRILL SCREW FULL 1/2" ALLOWABLE 30 n PRESSURE .s;9i65F 4a i MIN.t 8-THK Ash STEEL NO,10 OR,5 SELF TAP ORIL.L SCREW FULL 1/2' MAX. MAX. FIXED SASH ACTIVE SASH (POSTFNE r a"� u + MIN.1/a'THK 6063-ITS ALUM. N0.10 GR.5 SELF TAP DRILL SCREW FULL 1/2' FRAME FRAME ALE MEETING RAIL MEETING RAIL & w`+� 1 e` w',V.' P WIDTH HEIGHT REINFORCEMENT REINFORCEMENT REINFORCEMENT ,'°: ' ' .•"° `> %•+°'' C-90 CMU/2500 PSI CONCRETE R) 1 4"CONCRETE SCREW t 1/4' (IN.) (IN.) NEGATIVE) a•m+ •>• ,; ,+ a NAILING FIN FASTENERS (SERIES 10 (P5O '. ♦v': �)36 59.5 NO NO YES 35 •� F4T1.zXa WOOD FRAME DR BUCK ts)N0.s x 1 //z•SMS 1 3X 1/2• e a (MIN.CR.3&G-0.55) (2)36 72 YES NO YES 3S Li MIN.2X4 WOOD FRAME OR BUCK (p tv 42 72 YES YES YES 50 HIGH PERFORMANCE Iva Nd 2•x 11 Ga Ro.F-ING NAIL 1 2/B' 1/2' 7 ,,, C3 C z (MM.OR.3&G=0.55) (�)48 59.5 NO YES YES 35 WINDOW � �b? MIN. 1/8'THK A36 STEEL t3)Na a GiT.s SELF rAP DRILL SCREW Fuu 1/2' a)48 72 YES YES YES 35 }."w• ;"' },ITN.1/a"THK 6063-ITS ALUM. 0)NO.8 GR 5 SELF TAP/pR1Lt SCREW FLtCI 1/2- 1}48 84 YES YES YES 35 ""...... ao ti Q 0)REW WINDOW HAS A MAXIMUM 35"TALL BOTTOM VENT. .YL � ®4 �a (2)CO CRETER SCREWEWS S SHALL B 0.PAN C0 ULTRACQNS,ELCO OR HEX HEAD CCREIE-FLEx,ITW RAMSEf/RED (�J WINDOW HAS EQUAL TOP & BOTTOM VENTS. ,P�, YSk, 3 HEAD TAPCONS OR WLTI KWD(-CON B(HARDENED STEEL OR S.S.). PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS DRAVIWG N0. ftry. (3)RENASCREWS ARE USED WITH iIIKE�NIL FIN.THEY MUST BE A WAFFLE HEAD SCREW ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS 1572 F (4)ROOFING NAILS ARE ONLY APPLICABLE WITH STANDARD PERFORMANCE WINDOWS(N/A SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL SHEET N0. WITHHIGH PERFORMANCE WINDOWS) WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE. 1 OF A} ft aax ars FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW FOR MAX. OVERALL UNIT WIDTH, SEE WINDOWi: ac PRESSURE TABLE ON THIS SHEET PRESSURE TABLE ON THIS SHEET 48" MAX. INDMDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 3 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 2'TO 3' 2'TO 3' 4" 4 4" 4" 4" A2 4" 4" 4" 4" 4" -- 5 SEE SINGLE WINDOWCLUSTER FIN " FRAME SCREWS ELEVATION FOR FIN MIDDLE ANCHOR NOT _ ANCHOR ANCHORS AT MULLION WHERE SHOWN AT REQUIRED AT EACH I INDIVIDUAL WINDOW ( ENDS SUCH THAT I INDIVIDUAL WINDOW I HEAD. SEE "FRAME REQUIREMENTS & WINDOW WHEN WINDOW IS WIDTHS ARE RESTRICTED THERE ARE A TOTAL WIDTHS ARE RESTRICTED ANCHOR 43 POSITIONS AROUND 30" OR LESS WIDE. • WINDOWS TO DIMENSIONS SHOWN � OF 4 POSITIONED AS 7O DIMENSIONS SHOWN I REQUIREMENTS $ BUT OVERALL UNIT SHOWN. SEE "FRAME BUT OVERALL UNIT III TABLE"ON SHEET 1 FRAME WIDTH SHALL ANCHOR SEE SINGLE WINDOW FRAME WIDTH SHALL FOR REQUIREMENTS. CONTROL REQUIREMENTS = ELEVATION FOR ANCHOR CONTROL TABLE ON SHEET 1 w REQUIREMENTS & I I Z w N w I I FOR REQUIREMENTS. = POSITIONS AT SIDES OF o WINDOWS 00 a l S0 Z � n n � Z aN I I I I tq . J r 7 Zco • 4 4 4 N w EXTERIOR ELEVATION: MULTIPLE WINDOWS INSTALLATION CUPS WHERE SHOWN. SEE EXTERIOR ELEVATION: MIDDLE ANCHOR NOT Z.4 (FIN INSTALLED_SERtES i01 `FRAME ANCHOR REQUIREMENTS TABLE"ON MULTIPLE WINDOWS REQUIRED AT EACH w o bZ SCALE: 3/4" = 1'-0" SHEET 1 FOR REQUIREMENTS, WINDOW WHEN WINDOW EE w� � NOTE CUPS MAY BE USED AT HEAD ALSO (FRAME SCREW INSTALLED SERIES 20) w t'z - IS 30" OR LESS,WIDE. u) IN UEU OF FRAME SCREWS SCALE: 3/4" = 1'—O" P-5!2xW �N Ii— ALLOWABLE DESIGN PRESSURE (DOUBLE & TRIPLE WINDOWS) PRESSURE SHOWN IN THIS TABLE IS OVERALL ALLOWABLE FOR INSTALLATION SIGNCONDITIONSONLY. �3tQi Xi WINDOW SIZE PRESSURE THE GOVERNING DESIGN PRESSURE ON g 441 MAX. MAX MUWDN STILE FIXED SASH ACTIVE SASH (pOSffWE THE WINDOWS SHALL BE THE LESSER FRAME FRAME REINFORCEMENT REINFORCEMENI MEETING RAIL MEETING RAIL & OF THAT SHOWN IN THE INDIVIDUAL TYPE REINFORCEMENT REINFORCEMENTNEGAT WINDOW'S STATE APPROVAL OR THAT WIDTH HEIGHT ,*•. fi ,°°" .g y� QN.) (IN.) (PSF) SHOWN IN THIS TABLE. •°°uT z All DOUBLE WINDOWS 72 53.5 1 N/A ND NO YES 35 . 72 59.5 1-BAR NO NO YES 35 HIGH PERFORMANCE Zk 72 65.5 I-BAR YES YES YES 50 4� . 72 1 72 I I-BAR YES NO YES 40 WINDOW NOTE: - `� '•° E;�g;w W21 A NO YES YES 35 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. 9.r°;�d�b'' e.C•,. 3 [-BAR NO YES YES 35 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES. o� b�•°L t� ��a4a BAR YES YES YES 35 3. IF MORE THAN 3 WINDOWS ARE TO BE MULLED IN ONE OPENING, �eJ411 I;. w•WG N REV. TRIPLE WINDOWS ALLOWABLE PRESSURE ON THOSE UNITS SHALL BE AS STATED FOR THE 1572 F A No NO YES 3S COMPARABLE TRIPLE UNIT. mim a BAR NO NO YES 35 BAR YES NO YES 40 2 Gv t} OMWN 0% tl�ECNEO Hf: W.0.Y w.x$ %Ait M1l: t"fe Ot/a0(W -108" MAX. OVERALL FRAME WIDTH -108" MAX. OVERALL FRAME WIDTH 48" MAX. INDIVIDUAL 60" MAX. INDMDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 60" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 16 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 2'TO Y 4" 4" 4" 4" 4" SIMILAR 4• 4" 4' 4• 4" A2 5 -- C/ SEE SINGLE WINDOW CLUSTER FIN " " FRAME SCREWS ELEVATION FOR FIN ANCHORS AT MULLION WHERE SHOWN AT ° ANCHOR ( I ENDS SUCH THAT I I HEAD MULLION END. REQUIREMENTS & INDIVIDUAL WINDOW THERE ARE A TOTAL SEE "FRAME ANCHOR POSITIONS AROUND WIDTHS ARE RESTRICTED MIDDLE ANCHOR NOT Of 4 POSITIONED AS REQUIREMENTS WINDOWS TO DIMENSIONS SHOWN SEE SINGLE WINDOW REQUIRED AT EACH SLIT OVERALL UNIT SHOWN. SEE "FRAME TABLE" ON SHEET 1 ANCHOR ELEVATION FOR WINDOW WHEN WINDOW IS FOR REQUIREMENTS. r FRAME WIDTH SHALL REQUIREMENTS = ANCHOR 30" OR LESS WIDE. = CONTROL REQUIREMENTS & w N TABLE' ON SHEET 1 w POSITIONS AT SIDES I Z „ FOR REQUIREMENTS. i = OF WINDOWS // a Q m i w IL Ow 0 - 0 I I ( INDIVIDUAL WINDOW I d o N WIDTHS ARE RESTRICTED Z w Q TO DIMENSIONS SHOWNr o N BUT OVERALL UNIT FRAME WIDTH SHALL z CONTROL T I I i I w , 10CLIP zo EXTERIOR ELEVATION: 4X ¢ ° MULTIPLE OPERABLE�XED WINDOWS INSTALLATION CLIPS WHERE SHOWN. SEE .zd7 EXTERIOR ELEVATION: MIDDLE ANCHOR NOT ZQ "FRAME ANCHOR REQUIREMENTS TABLE" ON E w (FIN INSTALLED_SERIES 10� REQUIRED AT EACH LL <` SHEET 1 FOR REQUIREMENTS. MULTIPLE OPERABLE/FIXED WINDOWS WINDOW WHEN WINDOW a w SCALE: 3/4" = 1'-O" NOTE: CLIPS MAY BE USED AT HEAD ALSO w wy HI IN LIEU OF FRAME SCREWS (FRAME SCREW INSTALLED SERIES 20) IS 30" OR LESS WIDE. sn � SCALE: 3/4" = 1'-O" ago ALLOWABLE DESIGN PRESSURENz A. (XOX WINDOWS) ea�' g +/-30 PSF � PRESSURE SHOWN IN THIS TABLE IS FOR T=U an Lo INSTALLATION CONDITIONS ONLY. THE c'.) a GOVERNING DESIGN PRESSURE ON THE o WINDOWS SHALL BE THE LESSER OF THAT 0 SHOWN IN THE INDIVIDUAL WINDOW'S STATE a "�Z �z APPROVAL OR THAT SHOWN IN THIS TABLE. +o(S� «•�•-!:`,' FsidY� • 3rl: NOTE: A 1 L WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. F�$!?dB 111 3� 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES & IS RESTRICTED TO A MAXIMUM OVERALL FRAME WIDTH OF 96". 572 F w No. N7 1 SHEET N0. 3 of 4 Plan Review Windows & Doors 1) -Need manufacturing installation specifications: 2) .Must meet sections R308 and R612 of the 2017 FAC. 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 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.