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Home My WebLink About23-6583it of Zephyrhill s 5335 Eighth Street Zephyrhills, FL 33542 BAR-006583-2023 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 07/13/2023 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, I I ' I I I I I I• � I I � I •I � I I•' I I I i I• I ' I � I I •I I : 1 1111 1 1 11 accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE 1:24 N 11 I I'm *1=44 I ,1 114 J, 101 z PEPIT OFFZV ITHOUT APPROVED INSPECTION 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department BUILDING SIZE SQ FOOTAGE HEIGHT %BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ AMP SERVICE PROGRESS ENERGY = W.R.E.C. =PLUMBING 1$ 1 =MECHANICAL 1$ 1 VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED L_y N _LJ FEE CURREN L_y LN _J Address License # ELECTRICIAN COMPANY = SIGNATURE REGISTERED Y/N FEE CURREN L_KLN J Address -1 License # PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN LILN J Address License # I I MECHANICAL COMPANY CURREN SIGNATURE REGISTERED Y/N _FEE Address License # e% OTHER COMP P9&VVQ0ft4& REGISTERED K X219 FEE CURREN Y/N -7 ANY SIGNATURE Address License# JQ.CJtt 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 & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) Complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 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 $2500, a Notice of Commencement is required. (AIC upgrades over $7500) — Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (PlottSurvey(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 N0710E OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive, than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 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'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland Areas, Altering Watercourses. , Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V' unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and notes 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. RON" • 14116#11 i 11 i 0 i•11 0 0 L'J I Z's -1 � gl J:; alt-1 zwg \W_�'v 0 it -la 0 1 =Vd -1:4 as) :4 Z1.4 zwola m 0 Lewtaill to 0 1*111" ZES] atotoj J, I J, 1:4 u";I J, 1:4 \ I OWNER OR AGENT Subscribed and swom to (or affirmed) before me this _b Who is/are personally known to me or has/have produced as identification. Notary Public Commission No. CONTRACTOR -7 Subscribed and swom YS by Who is/are personally known to me or has/have produced as identification. Notary Public Commission No. Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped ,Ublic State of Flori6 Notary F F,ranlk Thompson mmission HH 30125 NAy 0 F �m 1111= _xpireS $11512026 1 Madge May A V 11 .F�i,�4a $31234 Last Revision Date: 0918 Page 3 of 6 loan does signed doc NOT signed at Site Inspect on ❑ E does signed at Site lnapecti hu FV Wi s Date Approved: Monday, May 22, 2023 Date Measured: Rep is getting rest of the deposit on 6 My F�crida Safe Home No please check as a backup Last Revision 5 1 /08/2023 Date inspection Schedulded For ■ Wind Velocity in MPH Jm", M us,awW �ffay Frame Type Exterior Siding Contract Date & EOR 39752 Meadowood Loop of f.Zephryhills, Fl. 33542 �Sales Rep Alex Cocco �40n-lmpact (310) 405-2278 i Window Shields Customer agrees to Fl, ----- 4 5 3S. 61) -keq-L4,en 7 o1q0V D7. 41.)S 9 10 la 12 13 14 15 16 17 SS 19 20 -- Date; - I, K Z Do you have an HCA: Yes or Customer Signature: (Please circle one) h Measured By, Do you live in a Flood zone: Yes or No Date Measured: (Please circle one) Last Revision Date: 0918 Page 1 of 6 FL # Ommm Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL15819-Rll Revision 2020 Approved Wincore Window Company, LLC 250 Staunton Avenue Parkersburg, WV 26104 (304) 485-7460 Ext 228 dgeorge@wincorewindows.com Vivian Wright rickw@rwbidgconsultants.com Mike Reed 250 Staunton Turnpike Parkersburg, WV 26104 (304) 485-7460 Ext 228 mreed@wincorewindows.com Mike Reed 250 Staunton Turnpike Parkersburg, WV 26104 (304) 485-7460 Ext 228 mreed@wincorewindows.com Windows Double Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2023 Ryan J. King, P.E. Ei, Validation Checklist - Hardcopy Received LIAM12—Rii-LD-1 s1aLQ-o—f1—nd.PQg-nJkaQP-P-1f stan4md Yau AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSAIO1/I.S.2/A440 2005 AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E 1300 2004 ASTM E1886 2005 ASTM E1886 2013 https://www.floridabuiIding.org/pr/pr_app_dti.aspx?param=wGEVXQv,ftDqueq1%2bT71%2fFIwU8LHU%2fv%2fsYI%2f9P73ykqffZ4FMNKoRuow%3d... 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 Sections from the Code Product Approval Method Method I Option D Date Submitted 07/07/2020 Date Validated 07/13/2020 Date Pending FBC Approval 07/20/2020 Date Approved 10/13/2020 SummaryqfProducts 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 f 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 15a19.1,pff 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 I Window I 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: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15819.2 for Design Pressure Ratings, any &Jaa19j R11 AE (A)_Eval 15A122.P4f_ additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.3 c. 8800 Series "HVHZ" Vinyl Double Extruded PVC Double Hung Window with "Impact" Insulated I Hung Window I Glass Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2 R11 IL_(Mjn8_1_591aJ_pdf 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 fL15E19 R11 AE (�d)_Evdl 15819.3.pg1f 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 Installation Instructions Approved for use in HVHZ: No f Li9 R11 11 (d)jnst 15819,4 pg1f 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 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.5 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 fjj5qj9 R11 II (A)jnat 15819,5,pdf https://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQvvtDqueq1%2bT71%2fF1wU8LHU%2fv%2fsYI%2f9P73ykqffZ4FMNKoRuow°/�3d... 2/3 1/3/23, 10:56 AM Florida Building Code Online 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 15819.5 for Design Pressure Ratings, any FLI 19 R11 AE (A) Eval 15$19,5mpdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.6 1 f. 5400 / 5400S Series Vinyl Double Extruded PVC Double Hung Window with "Non -Impact" I Hung Window i Insulated Glass (Double Strength Glass with Reinforced Sash) Limits of Use Installation Instructions Approved for use in HVHZ: No FLi 81 ft I {) In 1rif Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15819.6 for Design Pressure Ratings, any FL1 81 9 E__(d) Eval 5 1 .Of additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.7 g. 5400 / 5400S Series Vinyl Double Extruded PVC Double Hung Window with "Non -Impact" Hung Window Insulated Glass (Single Strength Glass with non -reinforced Sash) Limits of Use Installation Instructions Approved for use in HVHZ: No FL I O In t 1581 . pf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15819.7 for Design Pressure Ratings, any F (.d) Eval 15819.7 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.8 h. 7700 / 9000 Series Vinyl Double Extruded PVC Double Hung Window with "Non -Impact" Hung Window I Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ: No FL15819 R11 II ( In,$s 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 15819.8 for Design Pressure Ratings, any FL R (d) Evai 15819.8. f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.9 i, 7700 / 9000 Series Vinyl Double Extruded PVC Double Hung Window (Reinforced Sash) with Hung Window I "Non -Impact" Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ: No ELLWj2_Rjj_jL_(ALLng157 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 15819.9 for Design Pressure Ratings, any FL15819 R11 AE { Eval 15819.9,pdfd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Qntact Us :: 2QQ1 Bair Stone Road, Tallahassee FL 32399 Pflone: 850-487-1824 The State of Florida is an AA/EEO employer. _QRylii- f F :: P„ ty,ry Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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: -..'TCk heck Im Credit Card safe f`ittzkl'I https://www.floridabuilding.org/pr/pr_app_dtl,aspx?param=wGEVXQwtDqueq 1 %2bT71 %2fF 1 wU8LH U%2fv%2fsYI%2f9P73ykgffZ4FMNKoRuow%3d. , . 3/3 7700 / 9900 Series Vinyl Double Hung Window "NON-IMPAcr' Lei a MAR DOM I This product has been evaluated and is in compliance with the 7th Edition (2D20) ficrido Building Code (FBC) structural requirements excluding the gh Velocity Hurricane Zone" 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing or stucco. i 3. When used in areas requiring Wind bome debris protection it* product is required to be protected with an Impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.12 �Ilk I I I rly M I I ALI! I S111fM11 a I k CC A Me♦011 AA I I I, 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect, Horizontal cross sections MMM M-1 1W.M. Mfga(.R� 52" MAX FRAME WIDTH WIDTH M 0 I � CS � L tl �M MUM= it "'k ISME N.T.S. I JK LFS FL- 15819.8 Eu _1 oF 5 1-114"MIN. T EMB. (TYP.( (, Q" bs m $ (EERIOR SEE DETAIL 1 T C C' GT G2 5 d sy`1 z z° T y 7ail o xt`® o ty 24 0 v Z O p a z D Z 3 ' n- 0 J m G W " °a a $ a DETAIL T a }( GI G 6 4 16 z EXTERIOR C ¢U 2 HORIZONTAL CROSS SECTION m Shown direct to masonry U ® G 6 2 3 � 3.39 � � ' Q $ 3 "P.( EMB. (TYP.) J J > m E INTERIOR G2 SEE DETAIL 1 11 T C 4 m C T SEE DETAIL I GT D o h R F 5 GI G2 INTERIOR N N a Z , C= avow 1-114- MIN. o. o M o' EMB. (TYP.) o o w w N ^ Let Z �. f N Ohv1 QC) j Q O 0 0^ N N hSD V5 °-N 2 Z U GT G2 6 4 16 A DATE: 6123114 z 16 4 6 : N.TS. ° EXTERIOR 5 D EXTERIOR E Dvrc. ByJK m 1 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION D A BY: LFS Shown w1 IX buck aaawi»c "0' v Shown w12X buck FL— i 5819.8 a SHEEP 2 OF ,rj z z a 4(19. P Z n arse`' o 0 m c> `v_ ca Ern Zmm n Lo S c w d N't in g a 0 ® ti g 0 0 d� C 3 a ( ( vCn wt o, O I('�llj G2 0 � J ¢ U 19 G1 12 16 INTERIOR o w� EXTERIOR oo < 11 16 G2 o b Gt 12 g a 29 EXTERIOR INTERIOR a a G2 Gt 21 20 17 (D D J m 22 2 PER LOCK 28 16 U Q U 2 PER KEEPER WEEP 2 29 E 23 9 HOLE _Q 40f�1® 17 Q o o b g \W / z Z 2 �wQmo 0 g WEEP ==gzz 0 C ��-p�} HOLE Q 7 16 U U! �J oo v�oz G1 G2 I2tw�w ¢¢v �v 6 E �`J o °� 7 D z EXTERIOR INTERIOR O h p U V N� �W i N^ Ohui l- 1 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION N N ' _ n w v ro a Shawn w/ 2X buck $ Shown w/ 2X b ck $ Shrnm cfaect to masonry z Vy .t rry N'- O U K onE: 6/23/14 z 0 scnLe N.T.S. � owc. By: JK m CHK. BY: LFS 3 ORMING NO.: FL-15819.8 0 SHEET _L OF 5 N 14"MAY Or- 2X BUCK MASONRY OPENING I CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to maintain the min. 8 edge distance to mortar joints. 2. 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: VVUUL)3UKtVV W) 1ALLA11UN NUIM. 1* Maintain a minimum 518" edge distance, I" end distance, & I " o.c. spacing of wood screws to prevent the splitting of wood. o BI MA. OR FPAME ANCHORING IX Buck Direct to masonry z i��®z Is lilt It KKK to z C5; 0 n C 0 E M z C"> 0 ppz F 0 En - C E 0 Z w it 00 mz UW a 0 W LE N.T.S. I BY: JK c. BY: LFS ,WM NO.: FL-15819.8 rt 4 oF 5 Btu OF MATERIALS ITEM # DESCRIPTION MATERIAL A I X BUCK SG >= 0.42 _ WOOD B 2X BUCK SG >= 0.42 —WOOD C 1/4" MAX. SHIM SPACE _—_STEEL D 114!'X 2-3/4" PFH ELCO OR TTW CONCRETE SCREW E MASONRY 3,000 PSI MIN. CONCRETE CONFORMING TO ACI .Ml OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F #8 X T PAN HEAD/TRUSS HEAD WOOD SCREW (1 -3/8' MIN. EMBEDMENT) STEEL G I XX 2-1/4" PFH ELCO OR fTW 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 5 LOWER SASH STILE' (SE 3G45) PVC 6 GLAZING BEAD* PVC 7 KEEPER RAIL UPPER SASH* (SE 3034) PVC 9 LOCK RAIL LOWER SASH' (SE,3046) PVC 11 TOP PAIL 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 / 8845 LAWRENCE PVC 21 -KEEPER 2700 - 214 LAWRENCE PVC 22 #8 X I" PFH (VINYL LOCK SCREWS) STEEL 23 #6 X 1 -1 /TPFH (VINYL LOCK SCREWS) STEEL 24 P SASH TILT LATCH - ASHLAND _f0_ PVC 28 PIVOT BAR - CALDWELL 29 SELF TAPPING PPH SMS STEEL THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". o Z if Itt% 00 0 n 0.07 o 0 N 0 - z* z .0 c 0.71" clq 5 SASH STILE 4 - > ;5 . . 6 E oz TOP rl:.� 5 m 1.91, o Ld c� F, 0.175" 12 s ad 0.051 c, SASH STILE GLAZING READ KEEPER PAIL Upper 7 5 Upper Sash Q_ (DAB,pffitOLE zE Q cli 0.07" —lz:zA O ra LOCK RAIL k,!,) Lower Sash 11161X 1 IT I/T GLASS BITE 1/16"X 1/7' 1 IT GLASS BITE GLAZING TAPE 7/6' THICK GLASS GLAZING TAPE 7/8" THICK GLASS Iff ANNEALED 1/8"ANNEALED 0.030'Saftexo PVB INTERLAYER AIR SPACE I/TANNEALED I /F'ANNEALED L I /r ANNEALED INTERCEPT SPACER INTERCEPT SPACER g�GLAUNG DEIAIL, GLAZING (See Gi (See General Mote 3, Sheet 11 GLAZING DETAIL GLAZING DETAIL G2 (See General Note 3, Sheet 1) 0.07, TOP PAIL Upper Sash 1 P-MM-11 � CM , E 12 BOTTOM RAIL LowerS.s� ,LE: N.T.S. 3� sy: JK C. BY: LFS IWM M: FL— 15819.8 _Er 5 OF 5-