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Home My WebLink About21-3383U1-y--dt-Z-ep-b-y—r h- ffi s 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BAR-003383-2021 Issue Date: 12/22/2021 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. mr-IFTEM101r, TI-TITT-ri tT--%Tm 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. I CONTRACTOR SIGNATURE PEfIT OFFICEf I PERMIT EAPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO1 CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting _171 Owner's Name Deyanira Torres Owner Phone Number 813-766-1052 Owner's Address 37430 Castleberry Dr. Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 1 37430 Castleberry Dr. LOT # 62 SUBDIVISION Wedgewoo I Manor Phase I & 11 PARCEL ID#1 10-26-21-0120-00000-0620 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRF--] ADD/ALT SIGN DEMOLISH R INSTALL F__] REPAIR PROPOSED USE SFR F—] COMM OTHER TYPE OF CONSTRUCTION BLOCK = FRAME STEEL DESCRIPTION OF WORK Remove and replace 12 windows size for size BUILDING SIZE I = SQ FOOTAGE = HEIGHT V'1C1X.x1kV_;E1 x , x , V 'IE - k , k " vvc VlExx Vx V E-�Ex Ex -IL jrlccx �Vxx�E'VIE V�E V_V�E'CW4VVE1W1E W �UIEV_CAL�EAX I =BUILDING 1 $ 173%00 1 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL IlM =MECHANICAL = GAS 0 ROOFING = AMP SERVICE PROGRESS ENERGY W.R,E.C. VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS I I FLOOD ZONE AREA =YES NO BUILDER COMPANY Ee-S..th —V,,d.w Solutions (Glenroy Bentley) SIGNATURE REGISTERED Y/N FEE CURREN LILN_j Address 10741 Crossroads Commerce Blvd. Tampa, FL 33610 License# = 1 CGC1527820 ELECTRICIAN COMPANY = SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address License # PLUMBER COMPANY SIGNATURE REGISTERED L_YLN_j FEE CURREN EYZN Address I License# MECHANICAL COMPANY E�� FEE SIGNATURE REGISTERED CURREN Y /�—� Address License # OTHER COMPANY = SIGNATURE REGISTERED Y/N FEE CURREN y _LN_j Address 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/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & I dumpster. Site Work Pen -nit 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 $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) Retools if shingles Sewers Service Upgrades A/C Fences (PloUSurvey/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 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, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement, Federal Aviation Authority -Runways, I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations net 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. (F.S. 117.03) OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this Who is/are personally known to me or has/have produced as identification. Notary Public Commission No. Subscribed and Commission me or has/have produced as identification. Name of Notary typed, printed or stamped — Name of Notary typed, printed or stamped Public MUM L*AWW4V FLAT HALF SRN A FLORIDA DP INFORMATI NAL=[+ 01 m 01 FLORIDA PRODUCT APPROVAL. #=t3234_l] SOLAR AJN�_to.17j .. C0HEAyy�T U VALJIW=[', 30 VISIBLE LIGHT,=[0,401 WIN 3 & 4, LIVING ROOM, MULLED TOGETHER 9 NON -IMPACT DOUBLE HUNG 1 51 314 W X 49 1/4 H �x AS1M CHIT FIN/FLANGE S THROUGH FRAME INSTALLATION EQUAL SPLIT SASH STANDARD DESIGN PRESSURE UNIT GLASS DOUBLE, STRENGTH 366 STANDARD LOW-F CLEAR GLASS OL 3NIAL=[ VIH]: WHITE GRIDS FLAT HALF SCREEN FLORIDA I FLORIDA PRODUCT APPROVAL =[ A -.1l I SOLAR HEAT AIN=[0,171 U VALUE=19, 01 [ VISIBLE LIGHT=10.49 YIN >x KITCHEN 1 : J d i i 1 , V2 1 :A4:A8 ANI 2 of 0-31505; 1 1211 /20 1 i i AST1 WHITE HOUGH FRAME INSTALLATION EQUAL SPLIT SASH STANDARD DESIGN PRESSURE UNIT GLASS DOUBLE STRENGTH CLEAN GLASS, COLONIAL=[1 V1 H) F WHITE GRIDS FLAT HALF SCREEN FLORIDA PRODUCT A SOLAR HEAT GAIN=tO I U UALUE-j,91 VISIBLE LI °T=[0.401 IN 7, DINING ROOM 121112021 ° , AM ;35 7NET 30 AS M WHITE FINlFLANCE r THROUGH FRAME INSTALLATION EQUAL SPLIT SASH STANDARD DESIGN PRESSURE UNIT GLASS DOUBLE STRENGTH 3 6'STANDARD LOW-E CLEAR CLASS CLONIAL=[SVi l WHITE GRIDS FLAT HALF SCREEN FLORIDA CAP INFORMATIONAL=(+Fill 1 01 FLORIOA PRODUCT APPROVAL #=[32346 11 SOLAR HEAT GAIN=[Q. IT] VISIBLE LI HT=[0,401 3� WIN 8, DINING ROOM 7 8840-gt}p�I�ON-IMPACT DOUBLE HUNG t �t 49 11 AS1M WHITE i FINIFLA`IGE THROUGH FRAME INSTALLATION EQUAL SPLIT SASH STANDARD DESIGN PRESSURE UNIT GLASS DOUBLESTRENGTH SS STANDARD LOW-E CLEAR GLASS P OLONIAL-t1V1H] WHITE CRIBS FLAT HALF SCREEN FLORIDA OP INFOR IATIONAL=j+50 t -501 FLORIDA PRODUCT APPROVAL =[ 546 1 SOLAR HEAT GAIN=[O,171, U VALUE=10.301 VISIBLE LIGHT=111.4 WIN 9, DINING ROOM � r j z i UNIT" GLASS D UBLE ST'REN Tk 366 STANDARD LOW-E_ CLEAR GLASS COLD *DIAL=[2V1 H] WHITE GRIDS FLAT HALF SCREEN FLORIDA IMP INFORMATIONAL ,1+50 1-501 FLORIDA PRODUCT APPROVAL =[3234611 E SOLAR HEAT GAIT I=[0,17] ; a U VALUE=[0.30] VISIBLE LIGHT--tO 01 IN 10, GUEST ROOM 1 8400 NON -IMPACT T DOUBLE HUNG 2 35 3/4 W X 61 1/2 H ASTM WHITE FINFLANE THROUGH FRAME INSTALLATION EQUAL SPLIT SASH STANDARD DESIGN PRESSURE UNIT GLASS DOUBLE STRENGTH 366 STANDARD LO -E CLEAR GLASS COLONIAL=I2V`I H] WHITE GRIDS FLAT ` HALF, SCREEN I FLORIDA DP INF 3RMATIONAL« ]+50 - sit] FLORIDA PRODUCT APPROVAL ##= 323 5_ I l I SOLAR HEAT GAIN=(O,171 U VALUE=[0,301 VISIBLE LIGHT=[0. ] WIN 11 12, MASTER BEDROOM TOTALS: 12 SUBTOTAL: FLORIDA 6%, HILLSBOROUGH 2 S%' %TdIMEt31", s. 121112,02) 9:44;48 AEI 5' of 6 BCIS Home I Log In I User Registration t Hot Topics I Submit Surcharge Stats&Facts i.. Publications Contact Us BCISSite Map Links Search Product Approval Or* USER: Public User ErQ&.�,t Approval >Product Or Application Search > Application List > Application Detail FL # FL15413-R7 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 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions 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 Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 1. King, P.E. I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 5Und@Ar TAS 201, 202, 203 Product Approval Method Method 1 Option D I InpunAurs-m-If YVAE 1994 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # —1541311--t Model, Number or Name 07/26/2020 08/06/2020 08/17/2020 10/13/2020 Description a. DuraGard, Sashlite Clipped Mullion Extruded Aluminum Vertical Clipped Structural Mullion for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use 1, Installation Instructions Approved for use in HVHZ: No FL15413 R7 11 (d)j—nst 15413.1,pof Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE, 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15413.1 for Design Pressure Ratings, specific 1 FL15413 R7 AE -d)_Eval 15412 1 pdf use limitations, installation instructions and product particulars. I Created by Independent Third Party: Yes 15413.2 b. DuraGard, Sashlite Clipped Mullion Extruded Aluminum Vertical and Horizontal Clipped Structural Mullion for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use 1 Installation Instructions Approved for use in HVHZ: No I FL15413 R7 II (d) In 15413.2.p_df _ 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 15413.2 for Design Pressure Ratings, specific I FL15413 R7 AE d Eval 15413.2.pdf use limitations, installation instructions and product particulars. I Created by Independent Third Party: Yes 15413.3 c. DuraGard, Sashlite Clipped Mullion i Extruded Aluminum Horizontal Clipped Structural Mullion for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ; No FL15413 R7 II (g)jnst 15413.3.p-df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure. N/A 1 Evaluation Reports Other: See INST 15413.3 for Design Pressure Ratings, specific FL15413 R7 AE -d)_Eval 15413.3,pfff use limitations, installation instructions and product particulars. I Created by Independent Third Party: Yes 15413.4 d. 4100 Series Clipped Mullion 4100 / 4150 / 4160 / 4175 Extruded Aluminum Vertical Clipped Structural Mullion for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL15413 R7 II (d) Inst 15413.4.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 15413.4 for Design Pressure Ratings, specific FL15413 R7 AE _d)_Eval_j5413.4.p_df use limitations, installation instructions and product particulars. 1 Created by Independent Third Party: Yes 15413.5 e. 4100 Series Clipped Mullion 4100 / 4150 / 4160 / 4175 Extruded Aluminum Vertical and Horizontal Clipped Structural Mullion for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL15413 R7 II (� _)_Lnst_ 15413.5.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 15413.5 for Design Pressure Ratings, specific FL15413 R7 AE d,)_Eva 15413_,5,p_df use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15413.6 f. 4100 Series Clipped Mullion 4100 / 4150 / 4160 / 4175 Extruded Aluminum Horizontal Clipped Structural Mullion for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5415 R7 II (jd)_In t 15413,E ppdf Approved for use outside HVHZ: Yes i Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes 1 Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 15413.6 for Design Pressure Ratings, specific EL15413 R7 AE L[)_fvDLj541a&pa use limitations, installation instructions and product particulars. i Created by Independent Third Party: Yes 15413.7 i g. 4175 Series Clipped Mullion 4175 Extruded Aluminum Vertical Clipped Structural Mullion for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15413 R7 II (A)1!15L15A11LPd_f Approved for use outside HVHZ-. Yes i 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 15413.7 for Design Pressure Ratings, specific EL15413_R7LUd)_EvDl 15413 7_p f use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes .... ........ .......... ...... ............ 15413.8 h. 4175 Series Clipped Mullion - - -------- _ .......... 4175 Extruded Aluminum Vertical and Horizontal Clipped Structural Mullion for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: Yes _2ZU_jd)Ins ja413._Q.p�df 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 1 Other: See INST 15413.8 for Design Pressure Ratings, specific use limitations, installation instructions and product particulars. created by independent Third Party: Yes T ---- ------ . .. ....... --------- --- ----- ..................... .. . .... ....... . ..... 15413.9 L 4175 Series Clipped Mullion i 4175 Extruded Aluminum Horizontal Clipped Structural Mullion i for use with impact and non -impact window products in I* -c-IfU -s-e- . . ..... ... . ............ Masonry or Wood Openings - -- — - -- - --------- ----------------- ------ Limits Installation instructions Approved for use in HVHZ. Yes &15413_R7_jUd)_Lnatj5413.9 pff 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 15413.9 for Design Pressure Rating pecific s' s FL15413 R7 AE (d) _Ev_qLj5413_.�2. Of Use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15413.10 j. 6580 Series Clipped Mullion 6580 Extruded Aluminum Vertical Clipped Structural Mullion for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ. No FL15413 R7 II (d)jn§j154I2.10&df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes i Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 15413,10 for Design Pressure Ratings, 1`1_15413 P7 AU (g) fvA_1541a 10.pdf specific use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars. . ......... . .... .. ....... ____ . .............. ..... 15413.11 k. 6580 Series Clipped Mullion 1 6580 Extruded Aluminum Horizontal Clipped Structural Mullion i for use with impact and non -impact window products in Masonry or Wood Openings . ............ . .. . ................. - Limits of Use Approved for use in HVHZ: No ... ........ ........ ... . . - - - ---------- .... . ........ . ..... Installation Instructions FL15413 R7 II (d) 1 41 11 puff Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes j Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 1S413.11 for Design Pressure Ratings, d) Evs1 154 13 11 . p _df specific use limitations, installation instructions and product Created by Independent Third Party: Yes 1 particulars. 15413.12 1. 6580/4175 Series Clipped Mullion ------------------ 6580/4175 Extruded Aluminum Horizontal and Vertical Clipped Structural Mullion for use with impact and non -impact window products in Masonry or Wood Openings . . ... . ............................... Limits of Use Installation Instructions Approved for use in HVHZ: No EL15413 R7 lUdUmLIIL4_1,1_12 P—df 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 15413.12 for Design Pressure Ratings, j FL15413 R specific use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ........ . .... . . . . .............. ------- MEM Contact Us :: 2601 Blair Ston�Road, Tallahassee Ft 32394 Phone: 850-487-1824 The State of Florida is an AA/EEO employer, Privacy Statement_, :: Agci it Statement :: Le -fund Statemen 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, 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 bgM. GENERAL NOTES 54"MAX. s i. This product has been evaluated and is in compliance with the 7th Edition (2020) Florida UNIT WI Building Code (FBC) structural requirements, including the "High Velocity Hurricane Zone". 2. when used in the "HVHr, this product (if mulled together Wth °'HVHZ" impact rated windows), o complies with Section 1626 of the FBC and does not require an impact resistant covering. 3. wood bucks by others, must be anchored properly to transfer loads to the structure and be reviewed by the Budding Official. q 4. Separate product approvals for each glazing product used with these mullions must be m submitted along with this mullion product approval. The design pressure rating of the assembly shall be the lesser of the toad'; capacity of the mullion as specified using this approval or the design pressure rating of the individual dazing products used. 5.Anchoring of each glazing product to the mullion shall be as shown in this drawing or as shown in each individual glazing product approval, whichever is more stringent. a 6. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 7. For 2x stud framing construction, anchoring of these units shalt be the some as that shown for 2x buck masonry construction. 8. Any conditions not covered in this evaluation are subject to separate engineering evaluation. w y W ®®qq flA" J 0 INGLE DTH 109.375' MAX. OVERALL FRAME WIDTH t z z d � z o o 2 Z_ Q /E. % 4- a fl 6 o s m 75 m —' E cc � ,9 z v-cW 8 �d Ln QF Z O 4Z � z U o' 2 0 a' a m mm oin n ww, Z z O odor m: 00 a� z ti 4. Aluminum components, including fasteners, shall meet the requirements of FBC Section 2003. R j 6 t 7 M LLION WI l z z o 3 z ^— V TABLE OF CON7ENTS SHEET # DESCRIPTION i Typical elevations & general notes 2 Component details & cross sections 3 Design pressure tables, (concrete installation) 4 Design pressure tables (concrete installation) ' 5 Design pressure tables (wood Installation) 6 Design pressure tables (wood installation) 7 Anchor bracket details 8 Buck anchoring 3 5 a DTH 'ti 7 i 7 MULLED WINDOW UNITS (Twin unft shown, multiples also allowed See Sheets 3, 4, 5 8 6 for Design Pressure Ratings —N.T.S:' oWr, s JK cxx �r- LFS non — - . 'N A, ......... Shown with NewSouth Series 4000 single ,- !14 : Xt AV #8 X I" PH Self -Drilling SMS (See notes below): hung frame under separate approval. Other NewSouth approved frames may s 5. Use the frame anchor spacing as shown on be used. z 0 41: OS r 6;; the individual window product approval (The min. required screw spacing is: 3"from each n Z end and 2,V max. o.c. througout).i`t z (5 0 n CD 0 Z' 0 M 5 6 0'0. on (L I Snap -on Vinyl mull cover HORIZONTAL CROSS SECTION ZD 4175 Mullion to Window Connection n M Z CL 0- Of 0,87 a Cli 0. 0. 125' - t CR CD CD--T - CD 1.375' 1 Z" --�— 1.89" 0.567� MUWQN 417 6063T"U.6 ALUM Notes: 1. Refer to individual window product approval for fabrication and installation requirements, Including glo2ing details, frame reinforcement and anchoring specifications. 2. Sheet metal screws (self -drilling) shall have a minimum of 3 threads protrude completely through the mullion frame. Maintain a min. I 12'edge distance. 0.125"- k875' MUWON ANCHOR BRACKET (3419) 6063-T6 ALUM 6 ogre: 12/3/15 3,875" SCAM N. T.S. DWG. ffy: JK CMK. SY. LFS UWON ANCHOR BRACKET (3418) DRAWING NO, 11IT6 ALUM FL- 15413.7 sneer 2 OF 8 z O M 0 DESFGN PRESSURE {PSF} = `• SAY z o w 4175 MUtiION MAX. OVERAU FRAME WIDTH „_.. > >° z°b 4$" b2" 74°' 86" 98" 104" ' 109.375"' ( tti % o r° °' ON :_ 84 45 36 32 28 26 25 25 _ ®e a 60°' 47 38 34 30 28 27 26 n M 5 4 0 ® aril 7b" 50 41 36 33 30 30 29 a S o z d 77 53 44 39 35 33 32 31 $ J a z 56 46 41 38 35 34 34 S 66" 59 49 44 40 38 37 36 �o 4175MUAiON mw se 63" 63 52 47 43 41 40 39 o w 60" 67 56 50 46 44 43 43 g a wz m 54'° 77 bS 59 55 53 53 53 0- 67 67 v z V O a� O WAG F a m 1 0 �ro N O N V) O z z ti Cn Q p d O 4 d 2 p ^ 13) Concrete Anchors required 0 a BRACKET (3419) TO MUMN DETAILS Concrete Anchor Instolloffon ° i 0 � DATE. 1.2 3 1 S Z scarE: N.T.S. ° owc. BY: JK m CHK. BY: LFS 3 Nofies: MVNO NO, � FL— 15413.7 0 1. Design pressure tables are applicable only for the anchor bracket and anchors specified on this sheet. Refer to Sheet 7 for cross section details. SHEET .J OF $ a ` w M DESIGN PRESSURE (Pd"F)° 4175 MULLION MAX. OVERALL FRAME WtOTH, i }''°.. c9 .` N — z z 48" 62" 74" 86" 98" 104" 104.375" '�'Alr eta''.''®®®o ,i o � � 84" 71 58 51 46 41 38 36 m 0N.. r o `E z m ®CW 80" 76 62 54 49 45 44 42 l \ a o M D \j\vjj 2 7b" 80 66 58 53 49 47 46 o E ,00 Z 777 80 71 62 57 53 52 50 3 a z O 69 80 74 66 60 57 55 54 _ 66" 80 79 70 65 61 59 58 0 4175MULLION z �g 63" 80 $0 75 69 65 bd 63 _ w a Mr. 80 80 80 75 71 70 69 � wz m Sir, 80 80 80 80 80 80 80 a ¢ �z 48" 80 80 80 80 80 80 80 o 0 a o w tea o a n J Y � Y m 6 2 required at each end of mullion N �. N W Z Q O h 04, �4J Concrete Anchors required N ^ Install anchors in alternating holes as shown W z 1 N N A Q BRACKET (3418) TO MULLION DETAILS 9 Z v° — Concrete Anchor Instatiatfon on7E: 12/3/15 z° scuE: N.T.S. ° DWG_ BY.. JK m Notes: CHK BY. LFS 3 ORAWNG NO, � t. Design pressure tables are applicable only for the anchor bracket and anchors specified on this sheet. Refer to Sheet 7 for cross section details. FL-15413.7 O SHEET 4 OFq N 4175 MUWON �10 MOMM1211i required at each end of mullion M o BRACKET (3418) TO MULLION DETAILS Wood Anchor Instakiflon -; I Notes: 1. Design pressure tables are applicable only for the anchor bracket and anchors specified on this sheet. Refer to Sheet 7 for cross section details. (Install Wood Screws required Install anchors in alternating holes as shown PACKET (3419) TO MULLION DETAILS WO.,10 CTclrW ............ z ... ........ oz z/111111 I III 0 n u cq o z' z Q Q do m 5 — m a. (L 'o o z E 11 IN slip on z z z ILE: N.T.S. 11 BY.. JK C BY, LFS ANG NO.: FL- 15413.7 :ET 5 OF 8 *®® DESIGN PRESSURE z 41 0P 6o,m 4175 MULLION MAX OVERALL PRME WIDTH Z 48" 62" 74" $6" 98'° t04°` t09.375" ��'�`rer tG�i®V,z o m On W. 80 63 54 47 41 38 36 U N o z0 80 74 63 54 48 44 42 \ e N g 6 s WO 76". 80 80 74 63 55 52 49 58 _ z° £ cc 80 80 80 74 65 61 1 1 1 p� o Ta w'3 p 69": 80 80 80 80 74 70 66 66"; 80 80 80 80 80 80 76 w 4175 MULLION mz c b3" 80 80 80 80 80 80 80 Z Q 80 80 80 80 80 80 80 W:5 ZDa g W� 80 80 80 80 80 80 80 WZ 4 48" 80 80 80 80 80 1 80 1 80 a �o V O W d O o. tY Q a Jar m 6 2 required at each m V 4. m end of mul('ion N � � z �o Z O iE h ~ >>n LIJ O 6 w � n O 1 (8) Wood Screws required w O Z BRACKET (3418) TO MULLION DETAILS Wood Anchor Installation scn f N.7.S. DWG. By: JK I+10$L'S' GHK. BY: LFS 1. Design pressure tables are applicable only for the anchor bracket and anchors ORAWNG Tao.: specified on $h s sheet. Refer to Sheet 7 for cross section details. FL-15413.7 SHEET 6 or 8 , N2!E Window unit not shown for clarity in --" (TYP.) z 0 I X BUCK I" MIN, EDGE 2X Buck DISTANCE #10 x 1-1 /T FH (G >= 0.42) Wood Screws (See Concrete Anchor Notes, Sheet 8) CONCRETE ANCHOR BRACKET DETAIL Anchor Direct to Masonry 3116'0 ITW FH concrete screws < (See Concrete Anchor Notes, Sheet 8) CONCRETE ANCHOR BRACKET DETAIL Anchor to Masonry thru I x Buck z Rz ........... 0 0 .1 . 'i z z d;; On 0 N 0 o. z0 . m a W H 9 C5 0 C5 00. ma N maaf" 75 0 E z 1. ui 3116'0 ITW FH concrete screws (See Concrete Anchor Notes, Sheet 8) scAu: N,T.Sd Concrete Anchor Notes, Sheet 8) 011G- Im, JK CW. BY, LFS r6 CONCRETE ANCHOR BUCKET DETAIL DRAWING NO.: Anchor to Masonry ttgu Ix Buck FL-15413.7 SHEET 7 OF WINDOW MULLION V (TYP-) (TYP-) If, gyp.) 4 E. MASONRY 1 XX 2-3/,VfTW FH OPENING MULLION SHOWN FOR CONCRETE SCREWS (TYP.) REFERENCE ONLY 2X BUCK 2X BUCK ANCHOPJNG o CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to martar joints. If concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: =HIM 4. Concrete shall be 3,000 PSI conforming to ACI 301 or hollow block conforming to ASTM C90. ZZ i z 4'GS : 4z-f2 6;; Z, °�® ............ 4( z 0 n z Qz X0 C 89 C5 0 M CL 45 E oZ ,ESIGN PRESSURE TABLES (SHEETS 3,4,5 & 6) QUANTITY OF CONCRETE OR WOOD TORS REQUIRED PER EACH CLIP O DW I zzt I 11 6z LE N.T.S. JK LFS 'WING NO.: FL- 15413.7 Et -8 OF 8 FL # FL32346-Rl 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 danochstein@newsouthwindow.com Authorized Signature claniel ochstein danochstein@newsouthwindow.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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 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 12/31/2021 Validated By Steven M. Urich, PE — Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL32346 R1 CQI—Qtrt of Inc1QQtftd9nQe pdf Standard AAMA/WDMA/CSAI 0 1/L S.2/A440 AAMA/WDMA/CSA 10 1/I.S.2/A440 Year 2017 2011 Product Approval Method Method 1 Option D Date Submitted 10/20/2020 Date Validated 10/21/2020 Date Pending FBC Approval 10/28/2020 Date Approved 12/16/2020 Summary of Products FL # Model, Number or Name DescriptionY 32346.1 8000 Series, Model 8400 DH Extruded Vinyl, Double Hung, "Non -Impact" Window Limits of Use Installation Instructions Approved for use in MVHZ: No FL32346 R1 II DH8400NS NI - SIGIL,D DRW.pdf Approved for use outside HYHZ: 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 FL32346 R1 AE DH840ONS NI - ENG EVAL.pdf performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information. I g2QW t Us :: 2601 Blair Stone Road, Tallahassee FF 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. QRyright 2007-2013 State of Florida.:: Privacyytatement :: Accessibility5tateme{I$.:: Refund Statemen 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(i), 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: EI:xi 3, sows GENERAL NOTES: i l i 1) THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE (FBC). SEE FL32346. 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4) FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION, 1X BUCKS ARE OPTIONAL, IF USED, INSTALLATION ANCHORS WILL GO THRU THE I INTO THE MASONRY CONSTRUCTION. CAN INSTALL DIRECTLY INTO MASONRY WITH A 1/4" MAX SHIM. 5) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE, THE 33-113% 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 BE COATED OR CORROSION RESISTANT AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 7) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. TABLE 1: DESIGN PRESSURES MEMO.I TABLE 2: INSTALLATION ANCHORS Anchor Type Substrate Min. Embedment Min. Edge Distance Man. On Center 114" Eico Ultracon and Ultracon+ Concrete/CMU 1-3/8" 1" 4" #10 SMS Wood 1-3/8" 9116" 1" #10 SMS Steel Stud 056" 5/8" 1" ANCHOR NOTES: N FF HE 44" MAX. FRAME WIDTH 2 4 1 / / 2 i i3" AX. AME IGHT 2 2 1) CONCRETE ANCHOR LOCATIONS AT THE CORNERS MAY BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTOR JOINTS. 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) SHEET METAL SCREWS MUST PENETRATE A MIN. OF 3 THREADS THRU THE STEEL STUD. ■ 1,1{i441Etpt).!! GE n: 0Aoo>o No. 58705 ON x QU-o °3 _ a ZW. a�o� 1�f2020 Z a 3 z fl '• STATEOF � W rn E OEz S O J Z L. `' ao z GENERAL NOTES......................1 DP & ANCHOR TABLES............ I ELEVATION ............................... 1 SECTION VIEWS ....................... 2 GLAZING DETAILS .................... 2 2x BUCK ANCHORAGE.............3 FRAME ANCHORAGE ............... 3 EXTRUSIONS ............................. 4 BILL OF MATERIALS ................. 4 rn 0 W J C9 cc Z w QM = a S2 00 U) (1) O O a p p d uj0 Z�o Uj W pet ZO �OJ W �z U LL OQ O W 4 u) d v Cp W Z W p Q U) W F- Q O a z O N co Ov w m � W DATE: 06/03/2020 SCALE: NTS BY: E KOSS DRAWING # : DH8400NI - FPA SHEET: 1 OF 4 HORIZONTAL CROSS SECTION 9 ov Q.� iry rnniero� irT�nni OPTIONAL 2 HORIZONTAL CROSS SECTION 2 MEETING RAIL 3 HORIZONTAL CROSS SECTION 2 MASONRY CONSTRUCTION NO SILL ANCHORS, REGARDLESS OF SUBSTRATE q VERTICAL CROSS SECTION VERTICAL CROSS SECTION 2 1X BUCK CONSTRUCTION 2 STEEL STUD CONSTRUCTION SEE NOTE 1 7/8" NOM. 1/8" ANNEALED OR TEMPERED GLA 5/8" AIR SPA 1/8" ANNEALED OR TEMPERED GLA ALUMINUM SPAC SETTING BLO EXT—OR a 7/8" NOM. SIKA 552 3/16" ANNEALED OR TEMPERED GLASS--- 1/2 NOM. 1/2" AIR SPACE GLASS BITE 3/16" ANNEALED OR TEMPERED GLASS ALUMINUM SPACER —� SETTING BLOCK EXlERi9ft a GLAZING DETAILS Y' flty { LYIU/V�'%, E x pox Na O - 58745 * - w 0 (#.0 * d Zuio Q.zpQO � =ol KZ_u ' 101161202D t„u,� O 3; a a 3 2 p STATE OF 1{f� g tom- LU rn ° z > j Z 101±�At, z v} ri J > V m z Lij 11J 0 (D O � LU NzN Z'2 4 O O S t) (U O p ¢ 0 n¢U1 U) z O o W w via co M LU > ho- ur O Q *- a v ti h W U) Zoo v? SIKA 552 1/2 NOM. 1- p GLASS BITE n- a ZO o � LL DATE: 06/03/2020 NOTES: SCALE: NTS 1) FOR INSTALLATION INTO 1X BUCK CONSTRUCTION, BUCK TO CONCRETE ANCHORS (IF USED) MUST BE AT LEAST 4" FROM PRODUCT BY: E KOSS INSTALLATION ANCHORS THRU 1X BUCK INTO MASONRY AND FOLLOW MASONRY ANCHOR REQUIREMENTS FROM TABLE 2. APPLIES TO ALL FRAMES. DRAWING # 2) ANY INSTALLATION OPTION SHOWN (2X BUCK, 1X BUCK, DIRECT TO MASONRY, STEEL STUD) MAY BE USED ON ANY SIDE OF THE WINDOW. DH8400NI - FPA SHEET: 2 OF 4 MASONRY � OPENIN( -� ( 2X 8 D B tCK ANCHORAGE DETAIL r--\ MASONRY J OPENING' III TYP H 2X BUCK M 1X BUCK T STEEL STUD D DIRECT TO MASONRY 2X BUCK - SEE NOTE 2 FRAME ANCHORAGE DETAIL NO SILL ANCHORS 1\ "llillif" ///, 1 ,,Nlov� LYIYA(4f 8ti >- C,4 No. 58705 0- Z Ld 10/16f2020 Oj Z STATE OF 0501�' m ZONAL. 2� 6" TYP. 4" TYP. Z Lu 0 m U) w 4" TYP. Ct SASH TYP j 4" TYP 4" TYP. NOTES: 1) IX BUCK CONSTRUCTION, BUCK TO CONCRETE ANCHORS (IF USED) MUST BEAT LEAST 4- FROM PRODUCT INSTALLATION ANCHORS THRU 1X BUCK INTO MASONRY AND FOLLOW MASONRY ANCHOR REQUIREMENTS FROM TABLE 2. 2) ANCHOR THRU TILT LATCH INTO SUBSTRATE USING SIMILAR FLAT HEAD ANCHOR. DATE: 06/03/2020 SCALE: 1:4 BY: E KOSS DRAWING #: DH8400NI - FPA SHEET: 3 OF 4 C 11/4- MAX SHIM SPACE D 114" X 2-3/4" ELCO ULTRACON OR ULTRACON, CONCRETE SCREW STEEL E MASONRY - 3000 PSI MIN CONCRETE CONFORMING TO ACI 301 OR CONCRETE HOLLOW BLOCK CONFORMING TO ASTM C90 - * #10 X2-1/2"PPH SMS STEEL * 1/4- X 3-1/4" ELCO UhTRACON OR ULTRACON- CONCRETE SCREW STEEL T #10-16 PH SELF -DRILLING SMS (3 THREADS MIN. THRU STUD) STEEL X STEEL STUD MIN THICKNESS 0.0346- (ASTM A1003 GRADE 33, FY=50 KSI MIN., FU=65 KSI MIN,) STEEL 1 FRAME PVC 2 LIFT RAIL (UPPER SASH TOP RAIL / LOWER SASH STM RAIL) PVC 3 LOCK RAIL (LOWER SASH TOP RAIL) PVC 4 KEEPER RAIL (UPPER SASH BTM RAIL) PVC 5 SASH STILE PVC 6 HEAD ADAPTOR PVC 7 SILL ADAPTOR (RISER) PVC 8 SILL CAP PVC 9 GLAZING BEAD PVC 10 REINFORCEMENT (KEEPER RAIL I LOWER SASH STM RAIL) ALUM 11 IREINFORCEMENT (LOCK RAIL / UPPER SASH TOP RAIL) ALUM 12 REINFORCEMENT (SASH STILES) ALUM 13 TILT LATCH STEEL 14 PIVOT BAR 15 LOCK ZINC 16 KEEPER ZINC 17 COIL BALANCER 18 WEEP COVER NYLON 19 SCREEN 20 WTSP, .187" x .270r POLYFIN 21 WTSP, .270" X.259'POLYFIN 22 #6 x 112" PFH (REINFORCEMENT) 23 #6 x 3/4" PFH (KEEPER) 24 #6 x 1-1/4" PFH (LOCK) 25 #8 x 1/2" PTRUSS THE APPROVED WHITE, RIGID PVC EXTERIOR EXTRUSIONS FOR DOORS ARE TO BE PRODUCED BY EXTRUDERS' LICENSEES UNDER 'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. LYN/v 05 No.5a705 0 Z "i LL I noll 1611202 0 02 Uj 0 m w 2 STATE OF ki.w6 z z "LO !BP 0w ;AL T FRAME —2.174 -------- DF.07C�� —1.564 1.564 1.424— — L=o 1.625 1.625 L=o 1.625 L=o-tfE] I LOCK RAIL uE07 �— O SASH STILE LIFT RAIL KEEPER RAIL 1.735— -�062 1 14 HEAD ADAPTOR .094 gu+ REINFORCEMENT (KEEPER / BTIVI RAIL) SILL ADAPTOR (RISER) —1.244- 094 .56 11 REINFORCEMENT (LOCK / TOP RAIL) —1.404 F.;0 I .390 SILL CAP I 548 .04 t-7'5 GLAZING BEAD .244— 375 F 094 r-.387 .02 z —10 REINFORCEMENT 99 SCREEN (STILES) ci to W z U) Z 0 0, of , F- w w I- =) 2 i -i ED 2 00 E) IL C) 0 0 U) 00 < 0 z 0 �� cf u) u) z u) ui 0 0 [If u- U) u) 0 =) 0 a C) w C> I- x oo w z U) w 0 > W 0� LL DATE: 06/03/2020 10:1 BY: E KOSS DRAWING #: DH8400NI - FPA SHEET: 4 OF 4