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HomeMy WebLinkAbout22-4341City of Zephyrhilis "' ' ' " "I" Elii 5335 Eighth Street Zephyrhills, FL 33542 BAR-004341-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 06/23/2022 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 subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. 11111111111111111pll� !1111111lillij I 1111110 11111! 11 T1121 !I VIT111 11 MEN= Complete Plans, Specifications add fee 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. VA 111016 111 I V APPROVED INSPECTION IL 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact far Permittln QEFORQ KENDALL & GAIL {&1b}44Q 2pA Owner's Name Owner Rhone Number Owner's Address , FL 33542 Owner Phone Number Fee Simple Titleholder Name (_ i Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5714 18TH STREET, XEPHYRHILLS, FL 33542 LOT # SUBDIVISION ,.�,•.. .�.•.m•,. »J,,,•,• ~ ,tl•.•,. PARCEL tD# 11-28 21-0010 0790p 0120 .. (OBTAINED FROM PROPERTY TAX NOTICEI WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR ED COMM OTHER TYPE OF CONSTRUCTION BLOCK E7] FRAME STEEL DESORPTION OF WORK REMOVE ANC} REPLACE SAME SITE WINDOWS 1q NON IMPCT BUILDING SITE SO FOOTAGE= HEIGHT -- BUILDING $ VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E C. PLUMBING $ MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION GAS ROOFING E:] SPECIALTY = OTHER u=, FINISHED FLOOR ELEVATIONS FLOOR ZONE AREA =YES NO GLENROY BEN BUILDER k L: COMPANY WINDOW SOLU�'Y/�N� N=/N SIGNATURE REGISTERED FEE GURREN 10741 CROSBROAD$ COMMERCE BLVD TAMPA Address � License# CGC1527820 _.� � � �. wee ELECTRICIANE=== COMPANY ;;;=FEE.UR=RE11 SIGNATURE REGISTERED Address License # PLUMBER CPANY SIGNATURE REGISTERED Y 1 N pp FE, cURRIN y Y 1 N J L_ Address License MECHANICAL COMPANY E; � SIGNATURE REGISTERED YIN FEE GURREN Address License OTHER COMPANY ;Y t9RE REGISTERED _;=1E.1OTHER ' YI N GURREN / N Address [ 1 License# 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, Stormwater Plans w/ Slit Fence installed, Sanitary Facilities tt 1 dumpstert Site Work Permit for subdivisions}large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Farms. R-O-W Permit for new construction. Minimum ten (10) working days niter submittal date. Required onsite, Construction Plans; Stormwater Plans w/ Silt Fence installed, Sanitary FaciiIties & i 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 $2600, a Notice of Commencement is required. (A/C upgrades over $7600) '* Agent (for the contractor) or Power of Attorney (tor the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Remote if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways -needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-002e Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITiES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division ---Licensing Section at 727-847- 8009, Furthermore, If the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the 'contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number W07 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 1, 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 Sayheads, Wetiand Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District -Wells, Cypress Sayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health knit -Wells, Wastewater Treatment, Septic Tanks, US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A" it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall, If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If i am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, welts, 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 inva€id 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. OWNER OR AGENT -- Subscribed and swo or affmm before me this Who is/are personally kno io me or has/have produced as identification, Zi��Notary Public Commission No. KRISTINIA DIANE NOBLES Name of Notary typed, printed or stampe KRISTINIA DIANE NO ES r> c MY COMMISSION # H 034182 EXPIRES: December 19, 2Q24 Bonded TimruNotary Public Underwrlta, Who istare personally known to me or has/have produced as identifi tion. Notary Public Commission No. KRISTINIA DINAE NOBLES are of otary type , pnnte or stampe i�+Ygrr KRISTINIADIANE NOBLES ' a MY COMMISSION # HH 034182 �� " EXPIRES: Decornber 19, 2024 ,fief+`��,'� Bonded Thru Notary Public Underwriters Permit No. State of Florida, County of Pasco INSTR#2022134907OR SK10636 PG2644 P.9,D 1 of i 06/16/2022 11:06 AM Rcpt: 2469981 Rec: 10.00 IDS: 0,00 IT: 0.00 Nikki Alvar—q-1— P­ NOTICE OF COMMENCEMENT Tax Folio No, 11-26-21-0010-079W-0120 3. Owner Information: Name and Address: DEFORD KENDALL & QXL, 5714 1M MEET, ZEPHYRHILLS, FL 33542-4410 b) C) 4. Contractor Information: i a) Name and Address: NeWsQu`h Wind—, 10741 Cmsmds Commero Blvd, T � MP b) Phone Number: 8 13-626-6000 S. Surety Information: a) Name and Address: b) Phone Number: c) Amount of Bond: S 6, Lender Information: a) Name and Address: b) Phone Number: WRIVIRM 7, Person within the State of Florida designated by owner upon whom notices or other documents maybe served as provided by 713.13 (1)(a) 7, Florida Statutes: a) Name and Address: b) Phone Numbers of Designated Person:, S. In addition to himself/herself, Owner designates of copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes, a) Name and Address: b) Phone Number of person or entity designated by owner: 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be one (1) year from the date of recording unless a different date is specified: Under penal of pejury, I declare that I have read the foregoing notice of commencement and that the facts slated therein at e to best of my knowledge and belief. Signatory's Printed Narne & Title/Office Si of Owner or Own A oi OfficerMirectoriPartnerAUnager / The foregoing instrument was acknowledged before me by ans sicW1 sence orElnline notarization, this Ito- df�, Aveofperson) who is personally known to me or produced as identification, as OWNER, for (Type of Authority, e.g.. o.ffi ratto;7ej_infacteW.) KRISTINIAD)IANE NOBLES B iw SION7 # PUBLI SIGNA STATE W COMMISSION # HH 03418]2, 2a EXRRES� 0ecember 19,2024 Commissioned Notary Nam Bond[W Tt, No'--- Revised I/l/2020 STATE OF FLORIDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECTCOPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND AND OFFICIAL SEAL THIS A-0-- DAY OF 2 NIKK; AUVAR0 CLERK & COMPTROLLER DEPUTY CLERK El x f �a a i SA t 35, i Z 10741 Crossroads` Commerce Blvd ORDER, C 36731 Tampa, FL 33613 ORDER DATE;5118/2022 USA PH; (613) 6-6000 ESA`.. DELIVERY DATE: 711312022 tittp1ln wsouthwindo sr. om/ ORDER CONTACT, ACKNOWLEDGEMENTORDER INVOICE INFORMATION SHIPPING INFOAMATION Tampa Tampa 10741 CROSSROADS COMMERCE BLVD 10741 CROSSROADS COMMERCE, SLV TA PA, FL 33610 TAMPA, FL 3361 SHIP VIA: PICKUP \\ .�\t � 3 <:,r\ �\\_ , : '\ `�`\S'\"v�.'. ' � `` ` \`\�\'£ `2�'.'c&Y"\\`\\\\`t�: \\,;:°\aV�3\�\�� �`\�k, .�. �.\i� '�s �i \�l\ k. c��o� �,C\\�\\\:��\4,G�\������k�M'IWWQ`M� W��`:�\\l\�\.\\`�a�°a:. 3t3731 6116F ti TPA DEFORD, K NDALLI13AIL I NET 30 115 \...:, ,\1 �.: Mom, t 9400 NON -IMPACT SINGLE, HUNG 2 52 V2 W X 37 314 WHIT FLANGE ONLY t EQUAL SPLIT SASH � MAXIMU 1 DESIGN PRESSURE UNIT GLASS DOUSL S F f\S NGT 366 STANDARD LOW- DLAR GLASS HALF SCREEN FLORIDA DP IN ORMATIONAL+50 r - 01 FLORIDA PRODUCT APPROVAL [40 5 6�1 SOLAR l'-�I A"1`AIN=[LI, I1 gp� U VALUE '(0,28j 1 VISIBLE LIOHTzj€1,451 FRONT BEDROOM 1 9400 NON4iMPACT SINGLE HUNG 1 36 114 W X 37 3A H WHITE FLANGE ONLY EQUAL SPLIT SASH MAXIMUM DESIGN PRESSURE UNIT GLASS DOU LESTryEGH 2; 366 STANDAIRD LOW CLEAR GLASS HALF SCREEN FLORIDA s ; DP INPO RMATIONAL=t+6LI 1-6QI FLORIDA PRODUCT APPROVAL #=[406 6�1 SOLAR HEATGAIN= < J A U YALUE'=[D. 8] VISIBLE LIt HT=,19,4 1 h z` 11 2€122 7'28A4 AM ...... , _. ... ,. . : .z:>. .., .�: z III Is ,TPA DEFORID ` SASH SASH DUCT APPROVAL (39124-11 l`KK� \ v } SKh\ C\\4\' C 2.tei�C"E'=Y' my.. ... \\'Qh xA �. '�.e St\ :� \. i%7 \' i "' Y .J j's ¢ xqt, , . \ \ C l =rZi�t€'iw.o.'.,`i�3;.i.'»iix�p�.\�..3i�.i\\�'i\. ..ff�I... \�1:� C 36731 f16 62 TPA DEFOR(3 KENi ALLtt3,A3L NET 30 RyE,Ha �+j��p�q�V�\�� �p ��} �} 'w ,6 Sg NCI€€^tYEA—L+# a774tlL7L0.1t'i X.i : 52, ^4 #X ✓`t 7 w� j WHITE FLANGE ONLY EQUAL SPLIT SASH MAXIMUM DESIGN PRESSURE E UNIT GLASS D USLE STRENGTH a $66 STANDARD LOW E CLEAR CLASS HALF SCREEN FLORIDA � 3 JP INFORMATIONAL=[156 l _56] FLORIDA PRODUCT APPROVAL=.[40526� 11 SOLAR HEAT CAtN,=]'i.201 U VALUE=[0.26] VISIBLE LICHT=[0.431 SIN- p FAMILY ROOM 3 7 94,00 NON -IMPACT SINGLE HUNG 1 36 112 W X 37 314 N, WHITE FLANGE ONLY EQUAL SPLIT SASH MAXIMUM DESIGN PRESSURE l i UNIT CLASS 3 3 DOUBLE STRENGTH 366i.STANDARD LOW-E TEMPERED ED CLASS CLEAR CLASS HALF SCREEN FLORIDA DP INFORi ATIO L=1+5 !' M50] FLORIDA PRODUCT APPROVAL -1405 6-1] SOLAR T iD`+ AI=tO, 01 a �HE++ �J U LV[;.=[0. 81 E t VISIBLE LICHT=[0.46] WIN &,MASTER BATHROOM 8 94'60 NON -IMPACT SINGLE HUNG 2 52 112 W X 37 314 N WHITE FLANGE ONLY EQUAL SPLIT SASH I' MAXIMUM DESIGN PRESSURE 3 i UNIT CLASS DOUBLE STRENGTH 3 366 STANDARD LOW-E CLEAR CLASS HALF SCREEN i FLORIDA OP 1NFORMA ICN,AL=[+50 f -501 FLORIDA PRODUCT APPROVAL [4062 1 SOLAR FEAT GAtN�tfo. 01, U VALUE=-[0,26] 13 VISIBLE LtCFIT=[0,46] MASTER BEDROOM TOTALS, 10 SUBTOTAL: FLORIDA 6%- FIILLSB R UCFI; .50%. ' TOTAL: COMMENT: 5118 3522 7-,2&44 AM 3 f 3 1 "5 r��` BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats Facts Publications Contact Us 6CIS Site Map ` Links Search j y Product Approval door USER: Public User I,Q r.,_ proval Menu > Preduet or Aipli 3t% n ar h > Rpllcatton. List > Applioa410 E efall �,a FL # FL39124-RI '"� Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd. tampa, FL 33610 (813)626-6000 jrosowski@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the A. Lynn Miller, RE, Evaluation Report Florida License PE-58705 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Steven M, Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) standard YM AAMA/WDMA/CSA 101/1S2/A440 2008 AAMA/WDMA/CSA 101/152/A440 2011 AAMA/WDMA/CSA 101/1S2/A440 2017 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect . AINNAWWAMI Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/16/2021 12/19/2021 12/23/2021 02/08/2022 Description Vinyl, Non -impact Resistant Horizontal Roller, XO & XOX, All Frame Types Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, RE, PE-58705 Impact Resistant. No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product I EL12124—RI—Al_-Eag-EmaL:_UB20kbLp_df performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information, 39124,2 Series 9000, Model 9550 Vinyl, Impact Resistant Horizontal Roller, XO & XOX, All Frame Types Limits of Use Installation Instructions Approved for use In HVHZ. No Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, RE, PE-58705 Impact Resistant: Yes Created by Independent Third Party; No Design Pressure: N/A Evaluation Reports Other., Please see the enclosed documents for product 1 FL39124 R1 AE Eng-Eval -_UR35QD_L&pdf performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information, 39124.3 Series 9000, Model 9550 Vinyl, Impact Resistant Horizontal Roller, XO & XOX, HVHZ, All Frame Types Limits of Use I Installation Instructions Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, RE. PE-58705 Impact Resistant: Yes I Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information. I 9211tac—t V5 Zft2nL._a50-487-18j4 The State of Florida is an AA/EEO employer. Priva cy :: Accesj lttState t Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee, However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with or, email address which can be made available to the public, To determine if you are a licensee under Chapter 455, KS„ please click he e . Product Approval Accepts: M on ms El M FLORIDA SERIES 9000 -, MODEL 9500 (0 & ,01 SERIES 19,6160""MIOIDIIEIL"9151010-1131I (XOX) Newbuth ' w INDOWsow"rONS HORIZONTAL ROLLER WINDOW, NON -IMPACT RESISTANT, F L A N E Q U A L -LE G & FIN FRAMES 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) MASONRY ANCHORS MAY BE USED INTO WOOD, ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH, 5) MAX. 114- SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIND LOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 3,4 BUCK HEIGHT DP RATING FM6SStLE IMPACT �RESISTANCE BUCK WIDTH BUCK WIDTH 12"MAX� O�C� 5"MAX. 7"MAX. O.C. 1" MAX. 3,4 12" MAX, O.C, BUCK HEIGHT rfDETAIL TYP. ANCHOR LOCATIONS. �A SHEET (FLANGE FRAME SHOWN, EQUAL -LEG SIMILAR) 57-314" 56-318" MAX. OLD MAX, DLO 33-112" 33-1/2" MAX. MAX. DLO DLO TAPI c 4. ncQlnm 00=QQ1 focc ,05 7` MAX. O.C. K-2'\ DETAIL 1" MAX, TYP. ANCHOR LOCATIONS K:f�) SHEET (FIN FRAME SHOWN) 57-3/4" 56-318" MAX, DLO MAX.DLO 33-112' 33-1/2" MAX. MAX. OLD DLO Suck Width Buck Heghtl Configuration Impact I Level Frame Type Glass Type Design Pressure (+) psf (-) psf 74' 62' NO/Ox Non -impact Flange, Equal -Leg I or2 45.0 45:O 74' 62" X010X, Non -impact Flange, Equal -Leg 3 or 55.0 65.0 60, 60' x010x Non -impact Flange, Equal -Leg 1 or2 55,0 55,0 74" 67 XO/Ox Non -impact Integral Fin I or2 45:O 45.0 74' 62" A010x Non -Impact Integral Fin 3 or 55.G 60,0 60" 60" XD/OX Non -Impact Integral Fin I or2 50.0 50.0 FOR SIZES NOT SHOWN, ROUND ILP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. FOR GLASS TYPES, SEE SHEET 7. U, z CV 0 06t z t 0. ui Uj z z C, 0 to 0 a z U> w U! < CL 'T If z to 2 (1) uj Z Z< cc 0 > JU 2 Uj 0) � w LU C a � 0, 0 om 3: 0 X0 0 '6z 0<0 F- .6 Ul < ZO— �i M 0, U) Z LU T y) 0 M LL cn M' LU I,, M Ul 0 a. z DATE: 11111/21 SCALE: NTS BY: JENS ROSOW� DRAWING #; HR90G0-FPA-03 SHEET: 1 OF 7 3 4 BUCK HEIGHT T 111111111111111 BUCK WIDTH 12- MAX. 0,C. 3,4 -MAX, r4 57-114" 58-1/2, MAX. MAX. DLO DLO 25" MAX. 51" MAX, DLO DLO 12" MAX. O.C. 5"MAX. r2_DETAIL-® TYP. ANCHOR LOCATIONS 0_,_41SHEET (FLANGE FRAME SHOWN, EQUAL -LEG SIMILAR) (1/4 - 1/2 - 1/4 CONFIGURATION SHOWN) BUCK HEIGHT 1"MAX- BUCK WIDTH _ I- 7'MAX. O.C. ­1 5 VMAX� 5 5 57-1/4" 58-1/2" MAX. DLO MAX. DLO 25" MAX, 51' MAX, DLO DLO K2'\DETAIL TYP. ANCHOR LOCATIONS SHEET (FIN FRAME SHOWN) (1/4 - 1/2 -114 CONFIGURATION SHOWN) TABLE 2A: Buck Buck Frame Design Pressure Width Height Gonfguratsan impact Level Glass Type 0 psi x0y , Flange, Operable Lite: 1-4 82-7/8" 63" (1/3,1/3,1/3) Non -Impact Equal -Leg Fixed Lite: 1-4 50.0 50.0 XOX, Operable Lite: 1-4_ 82-718" 63" (1/3,1/3,1/3) Non -Impact Fin Fixed Lite: 1-4 45:O 45,0 X04 Flange, Operable Lite: 1-41111, 63" (114,1/2,1/4) Non -impact Equal -Leg Equal-Leg Fixed Lite, See Table 2A 50�0 50.0 XOK 0 rable Lite: 1-4 ill" 63' (1/4, 1/2, 1/4) Non -impact Fin Fixed Lite, See Table 21 45,0 45.O TAC14 =>A - Allowable Glass Types for the Fixed Lite of an XOX 114 -1/2' -114 Width 60- 1 72- 1 84" 1 96- 1 106' 1 111- 36' 1-4 1-4 1-4 1-4 -4 1-4 49' 1-4 1-4 1-4 1-4 2-4 2-4 O 54' 1-4 1-4 1-4 2-4 2-4 2-4 1-4 1-4 2-4 2-4 3&4 3&4 6X 1-4 1-4 2-4 2-4 3&4 3&4 1) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 2) FOP, GLASS DESCRIPTIONS, SEE SHEET T 3) BUCK DIMENSIONS SHOWN 7" MAX. D.C. XxP1k€t1t}7,#pf lit 3 u4 Z <= < N, ll 40\ 'y z M z HI 0 uj 2 I— Z 0 _Jz z g Oa: < 0 F_ W U, rif Lu <D 0 ul -1 :2 00 N c:> 0 W 77 LO X 0 0 Lu CO 0 z: V) z 00 X 0 00 :E " C6 z 0 <C, W C:� ul < z 0 C. Uj �E VG - �7 70� 12, fn �� LU 111W ul P 0-j W D Cr _j - U. U) LU 0 Q.:� Lu V) Q_ C3 Ci z a) z C�l 0 XLUti 0 uj < 0 z LL Qao Uj X Ld < Li 10 a� �_ LU uj > O uj tr tll DATE: 11111121 WINDOW MAYBE A 114 -1/2-1/4 SCALE:NTS CONFIGURATION OR 113 -113 - V3 BY*JENS ROSOWSP CONFIGURATION PROVIDED DLO (DAYLITE OPENING) SIZES ARE NOT EXCEEDED. DRAWING HR9000-FPA-03 SHEET: 2 OF 7 BUCI HEIGf- EX (--� HEAD FLANGE FRAME X-SECTION , �WTO 2X �WOOD OR MASONRY � /'' SILL FLANGE FRAME X-SECTION INTO 2X WOOD OR MASONRY TABLE 3: INSTALLATION ANCHORS T Minimum Anchor Substrate Edge Minimum Distance Embed ment Southern Pine (SG = 55) WIT #10or#12 Aluminum, 6063-T5 min. 3/8, -1-3/8, 0.059, Steel or 410 SS Screw Steel Stud, Gr. 33 min. 31W 0.045' (20 Ga) A36 Sted 3/8" 0, Concrete (min. 2.9 ksi) ill 1-3/8' 3/16'Steel Grouted CMU, (ASTM &90) 2-1/2'_ 2-1/r Ultracon Southern Pine (SG =,55) 1. 1-3/8' Concrete (min, 2.9 ksi) V 1-34" 3J IT Steel Ultracon+ Ungrouted CMU, (ASTM C-90) 1. 1-1/4' Southern Pine (SG = .55) 1 1-3/8" 1/4!' Steel Concrete (min. 3.0 ksi) 4. 1-3/81, Ultracon or Ungrouted CMU, (ASTM C-ITF) 1- 1 1-114' Ultracon + —Southem Pine (SG = 55) - 2) -UNGROUTED CMU- VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 3) ALL ANCHOR HEAD TYPES ARE APPLICABLE. INSTALLATION NOTES: 1) CONCRETE ANCHOR LOCATIONS AT THE CORNERS MAY BE LOWERED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTOR JOINTS. SEE SHEET I FOR ANCHOR SPACING REQUIREMENTS. 2) CONCRETE ANCHOR LOCATIONS NOTED AS "MAX. ON CENTER' MUST BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTOR JOINTS. ADDITIONAL CONCRETE ANCHORS MAY BE REQUIRED TO ENSURE THE "MAX. ON CENTER' DIMENSION IS NOT EXCEEDED. 3) ANY INSTALLATION OPTION SHOWN (2X BUCK, IX BUCK, DIRECT TO MASONRY STEEL STUD) MAY BE USED ON ANY SIDE OF THE WINDOW. 4) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN ANCHOR TABLE FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MAX. SHIM THICKNESS TO BE 114". ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY OR ALL SIDES OF THE WINDOW. BUCK WIDTH JAMS FLANGE FRAME X-SECTION MEETINGRAIL X-SECTION JAMB FLANGE FRAME X-SE 0 W THRU IX INTO 2X WOOD OR MASONRY SHOWN F CONFIGURATION �USING SCREWS INTO MET) (XOX SIMILAR) %\\ 00 >-:z 0 z z 0, 4 A — a, z w no z (0 w 0 a LU 0 z -jz 0 w 0 j 0 p: w z D ;2 6 < f 0 0� C> 00 w ty M 0 3: to of z 006 00 Z: a<. u; - 5 .0- a: ry OD n uj LU Lu :3 W LL ru 7- 0 Lu LL Z Lo 0 I M 0 z LL 0 U, < whyw UJ > EDGE iISTANCE Ur to AS PER ANCHOR REQUIREMENTS DATE: 11/11/21 SCALE:NTS BY:JENS ROSOWSk CTION DRAWING #: L HR9000-FPA-03 SHEET: 3 OF 7 BUCI HEIGI In HEAD EQUAL -LEG FRAME XSECTION 1 INTO 2X WOOD OR MASONRY zmi In on SILL EQUAL -LEG FRAME X-SECTION INTO 2X WOOD OR MASONRY 3) ALL ANCHOR HEAD TYPES ARE APPLICABLE. m JAMB EC2UAL-LEG FRAME XSEOTION THRU 1X INTO 2X WOOD OR MASONRY INSTALLATION NOTES: 1) CONCRETE ANCHOR LOCATIONS AT THE CORNERS MAY BE LOWERED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTOR JOINTS. SEE SHEET 1 FOR ANCHOR SPACING REQUIREMENTS. 2) CONCRETE ANCHOR LOCATIONS NOTED AS "MAX. ON CENTER" MUST BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTOR JOINTS. ADDITIONAL CONCRETE ANCHORS MAY BE REQUIRED TO ENSURE THE "MAX. ON CENTER" DIMENSION IS NOT EXCEEDED. 3) ANY INSTALLATION OPTION SHOWN (2X BUCK, I BUCK, DIRECT TO MASONRY, STEEL STUD) MAY BE USED ON ANY SIDE OF THE WINDOW. 4) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN ANCHOR TABLE. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MAX. SHIM THICKNESS TO BE 1/4", ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY OR ALL SIDES OF THE WINDOW. m z � o�z z w Oi O ©o°u Q Z U 4 °P.= 0 4g° w iY z IL �f z z ter"' 4Ov 0 coo a® z o t3 = ui U ) o Qwzm w�'u`I L > 4 z rn EDGE IISTANCE AS PER ANCHOR REQUIREMENTS BUCK WIDTH MEETING RAIL X-SECTION (_ `'� JAMB EQUAL -LEG FRAME X-SECTION SHOWN FOR OX CONFIGURATION ' USING SCREWS INTO METAL (XOX SIMILAR) J m z W z O� Ij m D:2 Q U O O u') £- 0 U cdS ® OOo rn zCL ?'9)m U` H O J - �c� Z)W, uJ Q O 0 0 0 � o DU w Q Z o Q n SCALE: NTS BY:JENS ROSOWf DRAWING # HR9000-FPA-03 SHEET: 4 OF 7 HEAD F1'l FRAME X-SECTION IN. 'I'ILS INTO 2X WOOD EMBEDMENT MAY BE ' NA"EW, EDGE .115DISTANCE . SEE TABLE 5 BUCK HEIGHT FIXED LITE SASH DLO DLO MAY BE NAIL ORSCREW SEE TABLE i EDGE DISTANCE — D f 6) EMBEDMENT 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE, INSTALLATION NOTES: 1) SEE SHEET I FOR SPACING REQUIREMENTS. 2) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 3) FLANGE MAY BE REMOVED. 4) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN ANCHOR TABLE. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY OR ALL SIDES OF THE WINDOW. 5) MAX, SHIM THICKNESS TO BE 1/4-. MAX, SHIM SPACING TO BE 18-. EXTERIOR EDGE DGE C DISTANCE MAY BE NAIL EXTERIOR OR SCREW, EMBEDMENT ii SEE TABLE 5 SILL FIN FRAME X-SECTION 'L 2 'L'.NTO �X W.Or 'G NAILS INTO 2X WOOD JAMB FIN FRAME X-SECTION CT' USING NA 3 '± SCREWS ".T. (D JAMB SCREWS INTO 2X WOOD FIXED LITE DLO SASH DLO - BUCK WIDTH - MEETING RAIL X-SECTION �SH.WN SHOWN OX CONFIGURATION (XOX SIMILAR) 4v- Z: cl y. z < -0 47 co V) w m z ry CL LIJ U) Uj 0 ..0 0 k R3:.o 0 C'i 0 W 00 —s z 00 to < w of 0.6 ZGi 00 0 <c' CL of 0 cl) w U) Q 1 47 U. Lil to LU 0 00 z 3: z w 1:10 z w 0aiz i z ('q c'j 0'- m 0 5 CZ -� W w 0 < 2 a- ul W Cl af �.- > AS PER ANCHOR REQUIREMENTS vi w DA7 SCALE NTS BY: JENS ROSOWSKI /--\ JAMB FIN FRAME X-SECTION DRAWING # - �USING SCREWS INTO �METAL HR9000-FPA-03 I SHEET: 5 OF 7 2 130, O J)FRAME, FLANGE 1 A24" 11,625" .062"14-1 A�-�,SASH , '--,/TOP RAIL 045" .795. -ff-- - (4)GLAZING BEAD — 1424' 06T 0 1.625' SASH �--'BOTTOM RAIL .045' .73- GLAZING BEAD 3.566' 3,566' .062' 062" 1 577' 3.695" 3.312' .062" FRAME, EQUAL -LEG 3 FRAME, FIN 2.399" t&25' 2,174' O.1.661. 1,776" O 0 .070' 070" SASH 7 --,SASH SASH 8 � HANDLE STILE JLOCK RAIL - ,� MEETING RAIL i— 1.667" ljREINFORCEMENT -/2) (@ MEETING RAIL) 1.251" A_ REINFORCEMENT 14 REINFORCEMENT (@ LOCK RAIL) .,,(@ HANDLE STILE) 1.546' 5F 1,2 92' .062' 15 ;ANTI -LIFT RAIL 'l , 6 ROLLER TRACK (li�;SJLL RISER �� O'SCREEN THE APPROVED WHITE, RIGID PVC EXTERIOR EXTRUSIONS FOR DOORS ARE TO BE PRODUCED BY EXTRUDERS' LICENSEES UNDER'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". zg u4 R, z I DATE: 11111/21 SCALE:NTS BY:JENS ROSOWSKI DRAWING #: HR9000-FPA-03 SHEET: 6 OF 7 20' 4" MAX. 4" MAX. 4" MAX. 20" MAX. ­4 1­— 4" MAX. III MAX, t 20" O.C. TYP. MAX. D.C. > z UJ (1) wz_j 0 - z w -Jz Z 0 00, 0 Z C:1 00 L1 w Os 0 0) _j 3: V) 20" 20" MAX.t_ w z 0.6 7- on 0 < MAX X. U4 C� 0 0 �2 O.C. D.C. 0) CD !LJ le 0 LU XO/OX BUCK ANCHORAGE DETAIL XOX BUCK ANCHORAGE DETAIL w ry U) a- D >_ = i- Uj_j M i- -D wu- V) C Do 0 TABLE 7: 1) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Z 4=> z (=� 0 3: cn z >- 0,2 Min imum Minimum 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 0j� Anchor Substrate Ed" Distance I I 1DISTANCE Embedment 3) MASONRY ANCHOR LOCATIONS AT THE CORNERS MAY BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE M U. 0 0 z 1/4" Steel Ultrat 1. 1-3/8' u MORTOR JOINTS. X Lj LU Q R 2 or Ult=on+ 1" 1-114" 4) MASONRY ANCHOR LOCATIONS NOTED AS -MAX. ON CENTER" MUST BE ADJUSTED TO MAINTAIN THE W I.- z a-<,:, w MINIMUM EDGE DISTANCE TO MORTOR JOINTS, ADDITIONAL MASONRY ANCHORS MAY BE REQUIRED TO w - _ Z,=� Z as CL ENSURE THE "MAX. ON CENTER' DIMENSION IS NOT EXCEEDED. - =4 7/8- NOM. 118" ANNEALED 1 1 1/8" TEMPERED GLA 5/8'AIR SPACE— 36 5/8'AIR SPA( 1/8" ANNEALED 35 1/8" TEMPERED GLAE EXTERIOR k i EXTERIOR 112'NOM. 037 GLASS BITE G1 5S TYPE 1 3/16" ANNEALED GLA 36 112'AIR SPA( 35 3/16" ANNEALED GLA,1 EXTE RIOR <� IOR -JO 1/2"NOM. GLASS BITE GLASS TYPE 2 3/16" TEMPERED GLAS' 36 1/2'AIR SPACE 35 3/16" TEMPERED GLASS EXTERIOR 112" NOM. 0 GLASS I BITE C31 GLASS TYPE 3 7/8" NOM. Lu 36 ui 1/2"NOM. GLASS BITE ror-90 M GLASS TYPE 4 :,, a'a's �y� �v\� �\ �w�� w�i\���txVA At �5w y gip. v Jis$`.&\...@\Lu.C��vV\��:.\.�,i<,=..\�6,��i \i\c..':£3e.`i$��A�a\�i'I,a�\`,`lcC\�'$"t`3$. SCIS Home `= Log In i User Registration Hot Topics Submit Surcharge ;' Stats & Facts ? Publications ', Contact Us BCIS Site Map Links ! Search Product Approval USER: Public User C ,Aptrroval Menu Prn u tE„o�,.4p 1€eatlnn Search > 6p I}7 V i n 1j > Application Detail Z\ FL # FL40526 Application Type New Code Version 2020 Application Status Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd. tampa, FL 33610 (813) 626-6000 danochstein@newsouthwindow.com Authorized Signature daniel ochstein danochstein@newsouthwindow.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 E Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the A. Lynn Miller, P.E. Evaluation Report Florida License PE-58705 Quality Assurance Entity National Accreditation and Management institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Steven M. Urich, PE :>- Validation Checklist - Hardcopy Received Certificate of independence FL4Q ZEJW— D Cent of ndeoendence.pjJ-f Referenced Standard and Year (of Standard) standard Year AAMA/WDMA/CSA 101/1S2/A440 2008 AAMA/WDMA/CSA 101/1S2/A440 2011 AAMA/WDMA/CSA 101/1S2/A440 2017 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Model, Number or Name 40526.1 1 1 Series 9000, Model 9400 LL4Q52k_RQE9 LqJ129 5 -1 _7E q M Liv a L(Ln SyjgMCr2Q2_Q-_09- 11p -df- Method I Option D 12/16/2021 12/19/2021 12/23/2021 02/08/2022 Description Vinyl, Non -impact Resistant Single Hung Window, All Frame Types Limits of Use Installation Instructions Approved for use in HVHZ: No EL4Qa2L—RD_U_$h24QQ-_F_P-A--03-p& Approved for use outside HVHZ: Yes Verified By: A, Lynn Miller, P.E. PE-58705 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product M4D52LJKQ_AL_Ug_WJ_-_�1 aft performance information, anchorage details, and anchor type, I Created by Independent Third Party: No size, and spacing information. 40526.2 Series 9000, Model 9450 1 Vinyl, Impact Resistant Single Hung Window, All Frame Types Limits of Use I Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-58705 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: N/A i Evaluation Reports Other: Please see the enclosed documents for product j EL40526 R0 _Angj�yv �-SH LM.p_ft performance information, anchorage details, and anchor type, 1 Created by Independent Third Party: No size, and spacing information. 1 40526.3 Series 9000, Model 9450 Vinyl, Impact Resistant Single Hung Window, HVHZ, All Frame I Types Limits of Use 1 Installation Instructions Approved for use in HVHZ: Yes EL4-252L-RIJI-3bi4-U--FP-A---OLP-d Approved for use outside HVHZ: Yes j Verified By: A. Lynn Miller, RE. PE-58705 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure., N/A Evaluation Reports Other: Please see the enclosed documents for product i FL40526 RO AE Eng Eyal - 5d LM-HAHL.Of performance information, anchorage details, and anchor type, I Created by Independent Third Party: No size, and spacing information, LMJULLJ�a :: a§PLWidi r Stang Rod, -4 7-1�24 Etljo.g� The State of Florida Is an AA/EEO employer, +:2py.LighjZQP2Z_ZQjj_$�f Florida.:: :: Privacy Statement :: &�i Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. *Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, RS, must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts; MOMBERM tLQHIUAPHQL)UL; I APPKUVALN4U9Z#S 54" BUCK WIDTH �-(, DP RATING NON-IMPACT I SEE TABLES RESISTANT .3 1 111 84" MAX. BUCK HEIGHT (EQUAL- LITE) 92" BUCK HEIGHT (ORIEL AS SHOWN) k 9 50-51W DAYLIGHT OPENING HEIGHT 49-3/4" DAYLIGHT OPENING WIDTH 34-3/8" MAX. DAYLIGHT OPENING HEIGHT 47-51W MAX. DAYLIGHT OPENING WIDTH 5" TYP.— 54" MAX. BUCK WIDTH 8" MAX. q O'C. 4 IANCHOR CENTERED AT 38-3/8' FIXED LITE 54"MAX.BUCKWII O.C. �4 4 / 50-5/8" MAX. DAYLIGHT OPENING HEIGHT is Pf yjj f?�J.q,. {Qtst9til MAX, DAYLIGHT 8 MAX_ y OPENING HEIGHT 49-314" 49-314" MAX, DAYLIGHT 92" MAX MAX,DAYLIGHT � o°��� sn � OPENING WIDTH BUCK OPENING WIDTH Ooz z O - 84" MAX. BUCK ,„ 5 ANCHORS HEIGHT ORIEL 3 ANCHORS 1= d o c co W '12" MAX. HEIGHT — ° @ T O.C. (ORIEL) _ _.... __ ° @ 4- C.C. OC E $ ia u1 -1 D.C. CENTERED ON i �' CENTERED ON Cd ss o u 11i w O O (EQUAL- � MEETING RAIL. fiufEEtING RAIL O fu -u Cf? f� va LtJ 5; LITE) 383/8" N"4 5 343/8" Z z 0O 0) I 4 w MAX. DAYLIGHT4 OPENING HEIGHT ° . DAYLIGHT j HEIGHT ° 10" MAX_ ui s Ea- _0 0. to 1 ANCHOR 8 OPENING cEraTa REa 47-5/W �y 47-511 f" O.C. £ u` j t� O -j AT SASH. DAYLIGHT �— MAX. DAYLIGHT J O IL OPENING WIDTH OPENING WIDTH Q 3" TYP. 5" TYP > r ¢ z x #. , �`;t�9{lItl DydldP FLANGE FRAME X-SECTION -- BUCKWIDTH WOOD OR MASONRY CONSTRUCTION EMBEDMENT ALTERNATE x}� • ' ANCHOR ., 10 DAYLIGHT ,Yr ' • W o _.._ LOCATION OPENING WIDT 00 3 EDGE DISTANCE o D€STG CE s z vat 0 16 f ( 3' /f'% �+� .. �✓ *tom # CC 9 ALTERNATE ANCHOR LOCATION 'y N w.. QtuN Q �— a y 0 m 1XBUCK '�•, AS PER ANCHOR p fl p Lu # ( "(,.,._.y EXTERIOR c? z w 1 7 DAYLIGHT REQUIREMENTS._ OPENING WIDTH T pig$ LLI V) 0 p DAYLIGHT � FLANGE FRAME X-SECTION d `` FLANGE FRAME X-SECTION I w o 0 d � OP EIG'HT HEUSING 1X BUCK STEEL STUD CONSTRUCTION R" z F O LOCK & KEEPER LOCATED AT ui ' _Z O 7" FROM END. 3a 140 ri W tss _ # . TABLE 2: INSTALLATION ANCHORS g 4 31 41IndT3'tlitTe 3}ANCHOR MUST EXTEND A S�i1 Z O IL Minimum MIMiMUM'.OF 3 THREADS� l 3 � f �2 Anchor Substrate Ede — COf3 Ct� BEYOND ANY METAL Ci' Embedment z Cl): T qy BUCK IDistance SUBSTRATE. z 0 z � EIGHT Southern Pine (SG = .55) 9116" 1-3/8" : 2}-UNGROUTED CMU" VALUES >; 7- al L Z #10 or #12 s Y $E USED FOR GROUTED . 3t Akuminurn,-TS min.318" 4.OS4" > Steel or 410 SSCMVAPPcaaaTDoras. O �„ m 2 Steel Stud Gr. 33 min, 3/8" 0,045" (20 Ga) - o 7 MEETING RAIL Screw --- -- — M O 3) ALL ANCHOR HEAD TYPES � p- cp A36 Steel 3/F 0.050" 00 ARE APPLICABLE. o L � 9i Concrete (min, 2.9 ksi) i W 0 3-3f8" tX Ul 30 .- 3/ 1 B" Steel ¢ t— Z Ultracon Grouted CMU, (ASTM C-90) 2-1/2" 2-1i4" LU ru Southem Pine (SG = .55) 9" 1-3/8" aa.. Concrete (min. 2-9 ksi) 1" ` 1-3/4" 3116" Steel UEtracon+ Ungrouted CMU, (ASTM C-90) 1 1-114" P1 Southern Pine (SG = .55) 1" 1-3/8" 1/4" Steel Concrete (min.; 3.0 ksi) 1" 1-3/8" Ultracon or Ungrouted CMU, (ASTM C-90) 9 1 1/4" 7 Ultracon+ ul Southern Pine (SG = .55) 1" 1-318" 32 48 INSTALLATION NOTES: I— ^ 1) CONCRETE ANCHOR LOCATIONS AT THE CORNERS MAY BE LOWERED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTOR JOINTS. SEE SHEET i FOR ANCHOR SPACING REQUIREMENTS. EXTERIOR -ii E;; 2) CONCRETE ANCHOR LOCATIONS NOTED AS -MAX. ON CENTER- MUST BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO )ATE: MORTOR JOINTS. ADDITIONAL CONCRETE ANCHORS MAY BE REQUIRED TO ENSURE THE"MAX. ON CENTER" DIMENSION IS NOT EXCEEDED. 9 91i 9t21 SCALE< NTS 3) ANY INSTALLATION OPTION SHOWN (2X BUCK, 1X BUCK, DIRECT TO ONRY, STEEL STUD) MAY BE USED ON ANY SIDE OF THE WINDOW. BY:JENS ROSOWSKI 3 FLANGE FRAME X-SECTION 4) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN ANCHOR TABLE. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, MAX SHIM D WING # 2 WOOD OR MASONRY CONSTRUCTION THICKNESS TO BE 114" INSTALLATION OPTION SHOWN MAY BE USED ON ANY OR ALL SIDES OF THE WINDOW. SH9400-FPA-03 SHEET: 2 OF 6 SUCK ) HEIGHT I 7 30 �_ EXTERIOR — SUCK WIDTH G FRAME X-SECTION -- EMBEDMENT ". � + ,•.. � �� MASONRY CONSTRUCTION ANCHi z�7 O ATE -- DAYLIGHT LOCATION OPENINGV+IIDT 90 EDGE El EDGE DISTANCE DISTANCE 16 C% > n Tt s 3 � YY 1 3 i ALTERNATEANCHOR 444rt t[ I I ��`s LOCATION z as m QEERidft I 5 0 15 IX SUCK 17 DAYLIGHT J 3 AS PER ANCHOR F Ew } ' € ENiNG trctiDTH REQUIREMENTS "LE ul I 0 DAYLIGHT OPENING EQUAL -LEG FRAME X-SECTION S EQUAL -LEG FRAME X-SECTION W : 0 �. 0)HEIGHT USING 1X SUCK " STEEL STUD CONSTRUCTION � � J � ...� O C] LOCK & KEEPER LOCATED AT ui-. F. Z p _ 30140 ,.7' FROM EACH END. p..:, - r TABLE 3: INSTALLATION ANCHORS � a_u � � `�"' rx 31 41 Minimum minimum MUST EXTENDA LU > F O Minimum MIMIMUM OF 3 THREADS -t Z 12 Anchor Substrate Edge Embedment BEYDNDANYMETAL u? '0 0(>¢ B Distance SUBSTRATE. 2 5 U } g am Southern Pine (SG = .55) 9116" 1-3/8" 2)'UNGROUTED CMU' VALUES (0 Z � �'"x#10 or #12 33 Aluminum, 6063-T5 min. 318" 0.050" MAY BE USED FOR GROUTED Steel or 410 SS Steel Stud, Gr. rain. 318" Ci.045" 20 Ga CMU APPLICATIONS. }� _ o m - MEETING RAIL Screw ( ) 3) ALL ANCHOR HEAD TYPES � Z � C5 A36 Steel 3/8" 0.05C#" CI z U ARE APPLICABLE. € q'° Concrete (min. 2.9 ksi) 1" 1-3/8" = U ow` r 3/16" Steel < F- � Co Grouted CMU, (ASTM C-90) 2-1/2" 2-1/4" a a Ultracdn n > t' Southern Pine (SG = ,55) 1" 1-3/8" 44 Concrete (min. 2.9 ksi) 1" 1-3/4" Ultraoon+ 3116" Steel Ungrouted CMU, (ASTM C-90) 1" 1-1/4° p 1g) Southem Pine (SG =.55) 1" 1-318" 1/4" Steel Concrete (mint. 3.0 ksi) 1" 1-3/8' 0 aI Uliracon or Ungrouted CMU, (ASTM C-90) 1" 1-1/4" / "FRAME X-SECTION CONCRETEI G = 55) 1" 1-3/8" 10! INSTALLATION NOTES: NJ • NOTEDSEE SHEET I FOR ANCHOR SPACING REQUIREMENTS, on 2) CONCRETE ANCHOR LOCATIONS : s • DISTANCE - MO —TOR JOINTS.ADDITIONAL - ♦ ON NOT INSTALLATION3) ANY OPTION SHOWNDIRECT • USED ON ANY SIDE OF THE WINDOW."gala- 4) USE ONLY SUBSTRATE - s s �i► 1' APPROPRbkTE ANCHORS LISTED IN ANCHOR TABLE.*EDGE DISTANCE LIMITS, MAX. SHIM DRAWING#: # FIN FRAMEXSECTION 4 USING NAILS Y�`�,,��G�: •.,�/��s� � i EMBEDMENT — — BUCK WIDTH _� 'may} w MAY BE NAIL EDGE SUB'STRATE S 47`P - 7- - �� rn E < - OR SC DISTANCE 5 ,�.,, DAYLIGHT } ' -y SEETABL£4'x _ OPENING WIDT.. #D h''' 1" =REQU7MPERANCHOREMENTS:> Z �~v�ik AO1 w 10 STRATE MAY BE NAIL !,"S' OR SCREW1S --�,,,, & W SEE TABLE 4 -...F I ���1� PIN 1 d 5 EMBEDMENT d-z J 45 EDGE DISTANCE co Z�i Jw EXTERIOR O DAYLIGHT 0 OPENING #7 DAYLIGHT 5 >� w g " Z Lu uy HEIGHT OPENING WIDTH O n LOCK & KEEPER LOCATED AT p 0 Q a / r FROM EACH END, � b FIN FRAME X-SECTION r'" '` FIN FRAME X-SECTION V}... w � --" USING SCREWS STEEL STUD CONSTRUCTION w , 1°�41' r a = p1 f LU ¢ :> W LL r Z z t3 a BUCK` ?°' B z LC Z W a d }HEIGHT TABLE 4: INSTALLATION CHORS E LL Z ,��-- i) ANCHOR MUST 1yj13' Min. EdJE MIn. EXTEND A MIMIMUM Q` to Anchor Substrate O `�i Dl Sia nCbedment. OF3THREADS y- -� MEETING RAIL BEYOND ANY METAL O % 7 2-1/2" x .113" Box Nail P.T. Southern Pine (SG = .55) 5/16" 2-7/1'6" SUBSTRATE. = L 2-1/2" x .131" Common Nail P.T. Southem Pine (SG = .55) 3/8" 2-7116" 1)ALL ANCHORHEAD ¢ 18 2-1/2' x .145" Roofnc} Nail P.T. Southem Pine (SG = .55) 3/8" 2-7/16' TYPES ARE w > APPLICABLE. P.T. Southern Pine (SG = .55) 1/2" 1-318" r -} Aluminum, 6063-T5 min. 3t8' 1(8" #10 Steel SMS --- --.---. .03 Steel At'33 min. 3f8 0.036 36Steel r } 1/81, Lr 32 48 Gy SLAWM ATE INSTALLATION NOTES,: EXTERIOR 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. DATE: 41I11121 EDGE DISTANCE 2) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 3) FLANGE MAY BE REMOVED. SC4LE: NTS MAY BE NAIL 4) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN ANCHOR TABLE. FOLLOW EMBEDMENT AND EDGE BY:JENS ROSOWSKI OR SCREW,--s EMBEDMENT - DISTANCE LIMITS- ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY OR ALL SIDES OF THE WINDOW. SEE TABLE 4 S FIN FRAME XSECTION 5) MAX.SHIM THICKNESS TO BE 1/4'. MAX. SHIM SPACING TO BE 18' DRAWING # 4 UING NAILS SH9400-FPA-03 SHEET_ 4 OF 6 TABLES' 3.586^ .082" 3.5$6' .553^ rr-�� .D62^ ....:. UI�J f 2.702" ,062^ 2.71W U 062 ,afi2 1 Z� HEAD &'JAMB, WIFLANGE O SILL, WIFLANGE HEAD & JAMB, EQUAL LEG -- 3.586" --- - t:55V ,_j 3.7U$' 3.761" .062^ F 2:2o2"ul r-1- 1.5ss Z ate ; 3.566^ SILL, EQUAL LEG �5 HEAD & JAMB, W/NAiLING FIN �6 SILL, W/NAILING FIN r� v (I ? 2.413^ 1.633^ --j .a7D` � � [ I..- ^'� u ~a62"(j1.677^ >5.635" 0 1.635^ s1.432^ .D7lT a7a �*- 1.7w --+ .169"�- # mart 9 IDescription 1 9465° Head & Jamb, wtFtange PVC 2 9469 Sill, wfFlange PVC 3 9465 Head & Jamb, Equal Leg PVC 4 9469 Sill, Equal Leg PVC 5' 9455 Head & Jamb, w/Nailing Fin PVC 6 9459' Sill, wtNa sing Fin PVC 7 9477 Meeting Rail PVC 8 9485 Look Rail PVC 9 1 9476 ISash Lift Rail PVC 10 9438 Sash Stiles PVC 11 6166' Reins . Meeting Rail 6063-T5 12 6165 Rein#. - Look Rail 6063-T5 13 6163 Rein€ - Lift Rail 6063-T5 14 6164 Reinf. -Stiles 6063-T5 15 9473 Sash Stop PVC 16 9468 Balancer Cover PVC 17 9736 Fixed Lite Glazing Bead PVC 18 9425 Sash Glazing Bead PVC 19 9467 Sash Glazing Bead w/Drip Edge PVC 3G 1012 Screw, #16 x 31,V PFH Steel 31 1007 Screw,,#i6 x 1 1I8' PFH Steel 32 1015 Screw, #8 x 1/2' PTRUSS Steel 33 1003 Screw, #6 x 112" PFH Steel 40 8096 steeper Zinc 41 8106 AutoL< ck Zinc 42 8121' MR Backing Plate SS 43 4006 WSTP .270" x .22tY' Polyfin 44 4008 WSTP', .270" x .329" Polyfin 45 4012' WSTP:; Bulb Vinyl, .187" x .300" Steel 46 820518206 Tiii Latch, L&R Zinc 47 Balance 48 8148 Pivot Bar SS 49 8223 lWeep Cover Nylon RGS 7700, Peccra 895, SikaFlex 552, Dow 791, 983 or 995 61 Metal -Reinforced Butyl Spacer Composite E60 62 7061 Setting Block, 1tV' x 7t87 x 2" EPDM 70 6244 IScreen Frame Aluminum THE APPROVED WHITE. RI MEETING IL LOCK IL LIFT IL 10 SASH STILE 1 (MEETING REINFORCEMENTRAIL) 'AAM CERTIFICA7F 1251" 1251" 1.251^ I � .389 � .030^ .259" -�j � .184° ^ ' .SYa" : .S1D" : .D501 154" Ejtl 'I#I flD0 �l fll" _� 1YT9 .412^. REINFORCEMENT REINFORCEMENT REINFORG ENT 1.D27 FIXED Ll 12 LOCK IL) 13 {BOTTOM IL) 1 {SASH STILE) 15 SASH STOP 16 8 CE COVER 17 GLAZING B 6" TYP. �`......... Nl'�j - �!R 5/8"AIRSPACE "'ate i���fffflrtiu�°� 1/8"ANNEALED OR a TEMPERED GLASS FIXED LITE TYP. 1/8" ANNEALED OR i 3 TEMPERED GLASS A s z EXTERIOR Z3 O u) W r . _912" 14fOM. ty- o O W GLASS BITE fC > a w $ 4° _TYP_ r-7 p 00 GLASS TYPE 1 � J� Z o fl w o 0 n SASH TYP. U tom- O �a 7/8" NOM, - --� - 0 U Q f 1/2" AIR SPACE z Gf Zt o d I —TEMPERED 3/16" ANNEALED OR a h O> 3/16" ANNEALED OR � � GLASS . U' cu O A m TEMPERER GLASS-; O r' EXTER3ORCcc io z j BUCK ANCHORAGE DETAIL > 0 f 1i2" NOM. GLASS BITE � � r' t.z Q e. TABLE 6: Minimum Minimum GLASS TYPE 2 0 Anchor Substrate Edge Embedment rvsbedment` 1/4" Steel Ultracan Concrete {min'. 3.0 ksi) 1'' or Ultracon+ Ungrouted GMU, (AST�4 C 9Q) 1" 1-1/4" 1) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, 6, 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE, a£ 3) MASONRYANCHOR LOCATIONS AT THE CORNERS MAY BE ADJUSTED TO MAINTAIN THE GsATE: 11/11121 MINIMUM EDGE DISTANCE TO MORTOR JOINTS. SCALE: NTS 4) MASONRY ANCHOR LOCATIONS NOTED AS -MAX. ON CENTER" MUST BE ADJUSTED TO E3Y:DENS ROSOYVSK[ MAINTAIN THE MINIMUM EDGE DISTANCE TO Mi RTOR JOINTS, ADDITIONALMASONRY ANCHORS MAY BE'REQUIRED TO ENSURE THE'MAX. ON CENTER" DIMENSION IS NOT EXCEEDED. DRAWING SH9400-FPA-03 SHEET: 6 OF 6