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Home My WebLink About23-7311BAR-007311-2023 Issue Date: 11/30/2023 REINSPECTION 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. nil Complete Plans, Speccations 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. CONTRACTOR SIGNATURE z PE fff OFFICEC) JOB .r r 0 City of i Permitis •Fax-813-780-0021 Building Department Date -ived Phone Contact for it . w . PLUMBING MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION GAS ROOFING ED SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES NO BUILDER COMPANY ��''� SIGNATURE REGISTERED t S I N FEE CURREN Y I N Address I License # ELECTRICIAN REGISTERED SIGNATURE Y / N FEE GURREN Y / N Address License # PLUMBER COMPANY SIGNATURE REGISTERED Y t N FEE cuRREN Y/ N Address License #MECHANICAL SIGNATUREOMPAN C�D N. �wFEE cuRREN Y / N Address License # ( ^� OTHER COMPANY SIGNATURE REGISTERED N FEE CURREN N Address 17M 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 wJ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stonmwater Plans wt Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all now projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. "*"PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required. (A/C upgrades over $7500) "* Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Remofs 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-813-780-0021 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 tow. 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 property licensed and is not entitled to permitting privileges In Pasco County. TRANSPORTATION IMPACT1UTILrrIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number,89-Q7 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 WaterlSawar 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 --Homeowners 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. CONTRACTOWS/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 earthly that I understand that the regulations of other government agencies may apply to the Intended work, and that it is my responsibility to Identify what actions I must take to be in compliance. Such agencies Include but are not limited to: - Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency -Asbestos abatement. - Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone 'W unless expressly permitted, - If the fill material is to be used in Flood Zone "K, 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 W In connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise In good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included In the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall Issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or If work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job Is considered abandoned. IT(ITY _R AN ATTORNLY 59EQU U99RUMMUR NoilrAc QE NQUENI, FLORIDA JURAT (F,S. 117.03) OWNER OR AGEN CONTRACTOR. Subscribed and sworn to (or affirmed) before me this Subscribed 1� me I is Who Istare personally known to me or has1have produced Who Ware personally known to me or hasthave prduOee& —Ts identification. , —as Identification. Notary Public 7;nt.N., Commission No. C-mmi Wmei_ofNof*fy�_printed or —stamped Name of 0 ry typed, pnnted or sta Notary PubliC State of Florid Frank Thompson kly Commission HH 30125 Expires 8/15/2026 4 mmzm� I Last Revision Date: 0918 Page 3 of 6 dr) Q Loan cars signed El Paper docs NOT signed at Site Inspection E) Paper dot. signed at Site inspection Service 0 E dots NOT signed at Site inspection El E dots signed at Site Inspection Crate Approved: Tuesday, October 17, 2023 Date measured: collect deposit no credit card authorization farms Change Order Last 9evlslon 9/01/2023 wind Velocity Ere MPH 137 S34297 Ap !cant tunny Santiago Frame Type {� On NOC J On Loan Applicant Phone/Email (813) 713-2$21 uana9l unman maiLcam Exterior Siding (� � (.,5 Co= pplicant Joshua Santiago 1\� fjy \�`1\,L�t ci2 \l It j4l\ Year $unit t� �� c n Nac on Loa . .Sty co -Applicant Phone/Email (813) 696-9449 Backing Req Contract Date & ECBP 10/14/2023 10j19/° 13 3 ' Color , Home Address 39548 Lincoln Ave Grids City, State Zip _® Zephyrhills, FL 33542 _a _m m®a �.�_®�Frosted NO e County Pasco ;sue, ... �, t il`1 4r;ti \ ` ,, lti �' w\�,�1i`ictil i�7ld'�'ri �„ ,1 n,�s tic72`..k^ } \ \ iv 4 Sv t 2 e } Sales Rep Victor Sanchez (645) 461-7621 Non -impact T `d With Window Shields Door Shields h « 1 d5 Gust. lnit X G stomer agrees to the above 3 t3o+ 3 5.7_3i`7. 4 3 5 m7 ? 5 t e.� ✓ i w+ F r r s r 36 7 � 1d5 e a 9 iP 11 ¢75 41,115 2S 13 14 t5 16 17 YB 19 20 gate: Do you have an tt0A: Yes or Na / / Customer Sl nature. (Please circle one) edSGred BF € ! *^t Po you five in a Ftood zone: Yes or No l Date Measured: 6 p g^ / y / PleasE ei{tie one) Last Revision Gate: 0918 Page 1 of 6 113/23, 10:56 AM Florida Building Code Online 1 �' a Wim A WE= TIMMm. fiafi s4i BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats ✓t Facts Publications Contact Us BCIS Site Map Unks Search d � '` Product Approval WE { , USER: Public User ,,,00r Plgy' u ,t {�Qp%__ 6_�,enu > u t,g R Ir ,flan Search > FRWLgation ust > Applicau 0 Retail .,t FL # FLIS819-Rll Application Type Revision Code Version 2020 Application Status Approved 15819,8 Comments Archived Product Manufacturer Wincore Window Company, LLC Address/Phone/Email 250 Staunton Avenue Parkersburg, WV 26104 (304) 485-7460 Ext228 dgeorge@wincorewindows.com Authorized Signature Vivian Wright rickw@rwbidgconsulta nts.com Technical Representative Mike Reed Address/Phone/Email 250 Staunton Tumpike Parkersburg, WV 26104 (304) 485-7460 Ext228 mreed@wincorewindows.com Quality Assurance Representative Mike Reed Address/Phone/Email 250 Staunton Turnpike Parkersburg, WV 26104 (304)485-7460 Ext228 mreed@wincorewindows.com Category Windows Subcategory Double Hung 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 Lyndon F. Schmidt, RE. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2023 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL1 1q &11 I (-Q) i i tg f n L en p¢f Referenced Standard and Year (of Standard) r�YSU AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2005 AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E 1300 2004 ASTM E1886 2005 ASTM E1886 2013 https:! .floridabuilding.org/pr/pr app_dti.aspx?param-wGEVXQwtDquegl%2bT71% 1wU8LHU°/a2fva/o2fsYI%2f9P73ykgffZ4FMNKoRuow°%o3d... 1/3 1/3/23, 10:56 AM Florida Building Code Online ASTM E1996 2014 ASTM E1996 2006 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect EL150,LJU1_UM_1V_0j_9da0_rd&Pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/07/2020 Date Validated 07/13/2020 Date Pending FBC Approval 07/20/2020 Date Approved 10/13/2020 FL # Model, Number or Name Description 15819.1 a. 8400 Series Vinyl Double Hung Extruded PVC Double Hung Window with "Non -Impact" —Window Insulated Glass Limits of Use installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15819.1 for Design Pressure Ratings, any Pgf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.2 b. 8800 Series Vinyl Double Hung Extruded PVC Double Hung Window with "Impact" Insulated Window I Glass Limits of Use Installation Instructions Approved for use in HVHZ: No f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15819.2 for Design Pressure Ratings, any adif additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 158193 c. 8800 Series "HVHZ" Vinyl Double Extruded PVC Double Hung Window with "Impact" Insulated I Hung Window ! Glass Limits of Use j installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15819.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819,4 d. 400 Series Vinyl Double Hung Extruded PVC Double Hung Window with Nailing Fin - "Non- , Window I impact" Insulated Glass Limits of Use i Installation Instructions Approved for use in HVHZ: Na Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 15819.4 for Design Pressure Ratings, any f -A-. Of additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.5 1 e. 500 Series Vinyl Double Hung I window Limits of Use Approved for use in HVHZ: No Extruded PVC Double Hung Window with Nailing Fin and Integral "Y Channel - "Non -Impact" Insulated Glass Installation Instructions ELI O19_21-1 _R hftps:/twww.floridabuilding.org/pr/pr,_appjtl.aspx?param=wGEVXQvvtDqueql %2bT71%2fF1wU8LHU%2fv%2fsYI%2f9P73ykqfrZ4FMNKoRuowO/o3d... 2/3 1/3/23,10:56AM Florida Building Code Online Approved for use outside HVHZ: Yes E Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15819,5 for Design Pressure Ratings, any ELL5Q12_B1LA11_,(AUYAL15U2,L Riff additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.6 f. 5400 / 5400S Series Vinyl Double Extruded PVC Double Hung Window with "Non -Impact" I Hung Window Insulated Glass (Double Strength Glass with Reinforced Sash) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15819.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.7 g. 5400 / 5400S Series Vinyl Double Extruded PVC Double Hung Window with "Non -Impact" Hung Window Insulated Glass (Single Strength Glass with non -reinforced Sash) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other: See INST 1.5819.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15819.8 IT. 7700 / 9000 Series Vinyl Double I Hung Window Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 15819.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15819.9 1. 7700 / 9000 Series Vinyl Double I THung Window Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports f Created by Independent Third Party: Yes Extruded PVC Double Hung Window with "Non -Impact" Insulated Glass Installation Instructions Verified By: Lyndon F. Schmidt, R.E. 43409 Created by Independent Third Party: Yes Evaluation Reports fII5319_&11—AE—(MEygtlf Created by Independent Third Party: Yes Extruded PVC Double Hung Window (Reinforced Sash) with "Non -Impact" Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ. Yes i Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 15819.9 for Design Pressure Ratings, any j ELIOla—PLL�—(g) EWL15RI2.9-P-df- additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. QatuLVIa :: 2601 BtBg Stone Road thane: _U&4_V-_1G4_ The State of Florida Is an AAJEEO employer. Privacy Statement ;: A^ SsibilijX_$jqjqM=:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click D&M. Ciedit Card $�M hftps://www.floddabuilding.org/pr/pr�_appjtl.aspx?param=wGE\/XQwtDqueql %2bT71%2fFlwU8LHU%2fv%2NYI%2f9P73ykqffz4FMNKoRuow%3d.. . 3/3 7700 / 9900 Series Vinyl Double Hung Window "NON-IMPAcr, GENERAL NOTES I . This product has been evaluated and is in compliance with the 7th Edition (2=1 Florida Building Code (FBC) structural requirements excludling the "Kigh Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product Is required to be protected with an impact resistant covering that complies with FBC Sections 1609.12 & R301.2.1.2. 4. For 2x stud training construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site concritions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect, TABLE OF COMMM DESCRIMON Typical eleva - T, de!jn pressures ond general notes Horizontal cross sections Vertical cross sections FF5ZFD.L 02- AME, WIWIDTHDTH — I 6 <0 13 0 14 JK_ C BY, LFS MM NO.: FL— 15819.8 xr 1 of 5 ffm I -� HORIZONTAL CROSS SEC71ON Shown w/ 2X buck 24 DETAIL I I-VeMN. — _4 EMB. VYP.j 13 PURPR Ut HORIZOMTAL CROSS SECTION �� Shown crrect to masonry Mfffirlm HORIZONTAL CROSS SECTION �� Shown w/ I X buck 44 Xt C, ctt C,t -0 zo .o -If 0: 6; z Ui ".9 q Z On 14 0z 0 M 6 M 0, a. E 6123114 �E NTS sr: JK BY: IFS ANG No, FL— 15819.8 rr 2 of 5 I EXTERIOR INTERIOR rl-'\ VERMAL CROSS SECnON �� Shown wl 2Y buck m m z ,it tM�44 z 6 0-7 0 Z, C> m a c 6 U. 1 E oz 0 u 'mod to O:r INTERIOR t: 6123114 ILE M.T.S. BY. JK By LFS MING NO.: FL- 75819.8 3 of -u 5 , WMAY 0C 2X BUCK am 2X BUCK M. FRAME ANCHORING 2X Suck CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be acFjusted to maintain the min. edge distance to mortar joints. Z Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER"dimensions are not exceeded, 3. Concrete anchor table: 1. MuRiTain a Fritnimum 576--e-mg—e-distance, I " eno oisronce, & i - o.c. spocirg wood screws to prevent the splitting of wood. 0 BUCK 0 V, Vl� < Z 0 n 0 6 c JT O 1z J cn a 6o L 6123114 Uz- N.T.S. 1 Ery.. JK 1. BY, EFS kWM No, FL-75819.8 er 4 oF 5 z R BPZL OF MATERIALS nEM # DESCRMON MATMAL A B I X BUCK SG >= 0.42 2X BUCK SG >= 0.42 WOOD WOOD C 1 /4" MAX. SHIM SPACE D I /4°' X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F #8 X 2' PAN HEAD/TRUSS HEAD WOOD SCREW (1-3/T MIN. EMBEDMENT) STEEL G 114" X 2-1/4" PFH ELCO OR rrw CONCRETE SCREW STEEL I FRAME JAMB" (DH 7701) PVC 2 SILL" (DH 7703) PVC 3 FRAME _ HEAD' (DH 7701) PVC 4 UPPER SASH STILE` (SE 3035) PVC S 1 LOWER SASH STILE* (SE 3045) PVC 6 GLAZING BEAD* PVC 7 KEEPER RAIL UPPER SASH* (SE 3034) PVC 9 LOCK RAIL LOWER SASH' (SE 3046) PVC I I TOP RAIL UPPER SASH" (SE 3037) PVC 12 BOTTOM RAIL LOWER SASH* (SE 3047) PVC 16 WEATHERSTRIP ULTRA FAB .270 PILE - 270 -1875B 17 WEATHERSTRIP SILLBULB (AMESBURY 32690) 19 HEAD ADAPTER* (DH 3005) PVC 20 LOCK 8513! LAWRENCE PVC 21 KEEPER 2700 - 214 LAW RENCE PVC 22 #8 X 1" PFH (VINYL LOCK SCREWS) STEEL 23 #6 X 1-1/2' PFH (VINYL LOCK SCREWS) STEEL 24 TOP SASH TILT LATCH - ASHLAND PVC 28 PIVOT BAR - CALDWELL 29 #8 X 1 /2 SELF TAPPING PPH SMS STEEL THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES lN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". In � M a a j 3.25" %�iT FRAdAE HEAD � 1 B � SASFB SfliE Bottom • i IT GLASS BITE 1 ITGLASS BITE 1116' X 1 /7' 1116" X t /7' GLAZING TAPE -- 7/8" THICK S GLAZING TAPE — 7/8" THICK GLASS I/8"ANNEALED - 11WANNEALED 0Z3C"Saftex PVB INTERLAYER AIR SPACE - 118" ANNEALED — - 1/8" ANNEALED -- I I8" ANNEALED INTERCEPT SPACER INTERCEPT SPACER W 9 G NO _Adi (Sae Note 3, Sheet 1) Cs2 GLA7IWG DETAIL (See General Note 3, Sheet 1) 2.04" - b, Iff 0.07" O { 1.42" - i 1 TOP RAIL Upper Sash mom Q 0.07" # SASH STILE TOP OEM 2.05" OM RAM 12 Lower Sash 2 0.4 Q.41" l L PiYCBT BAR 13 p Em } E oz c ui DATE: 6123114 ScAu: N.T.S. DWG. as: JK cw, 8r. LFS FL- t 5819.8 .er 5 of 5