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18-19546
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 19546 BUILDING PERMIT PERMIT INFORMATION = LOCATION INFORMATION Permit Number: 19546 Address: 4652 LARCH DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 15-26-21-0160-00000-0140 Improv. Cost: 12,002.00 OWNER INFORMATION Date Issued: 4/16/2018 Name: SCHWARTZ JESSICA Total Fees: 157.50 Address: 4652 LARCH DR Amount Paid: 157.50 ZEPHYRHILLS, FL. 33542 Date Paid: 4/16/2018 Phone: 813-900-7633 Work Desc: REPLACE 11 WINDOWS SIZE/SIZE CONTRACTOR(S) APPLICATION FEES HOME PERFORMANCE ALLIANCE INC BUILDING FEE 157.50 Ytl U&/ C* Inspections Required FOOTER 2N1 ROD PLUMb M15C INSULAT N CEILING FOOTER BOND DUCTS INSULATED SEWER misc. ROUGH ELECTRIC LINTEL misc misc. 1ST ROUGH PLUMB PRE-METER INSULATION WALL misc. DUCTS INSTALLED WATER misc DRIVEWAY PRE-SLAB SHEATHING misc. misc. CONSTRUCTION POLE FRAME misc. misc. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental' entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." - Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFIVR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION, 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 � f / ` Date Received Phone Contact for Permitting �i - �1 l -rre-rrrrr - - - - �rT owners Name SCHWARTZ JESSICA Owner Phone Number 813.900.7633 Owner's Address 4652 LARCH DR,ZEPHYRHILLS FL 33542-5632 Owner Phone Number AR Fee Simple Titleholder Name I I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 4652 LARCH DR,ZEPHYRHILLS FL 33542-5632 LOT# 14 SUBDIVISION WHISPERING OAKS PARCEL ID#1 15-26-21-0160-00000-0140 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR 0 COMM 0 OTHER REPLACE TYPE OF CONSTRUCTION ® BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK REPLACE 11 WINDOWS SIZE FOR SIZE.FL#:15780.9,15780.5,16026.1 BUILDING SIZE SQ FOOTAGE 1,182 HEIGHT BUILDING $ 12002 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.RR..E.C. =PLUMBING $ ,��j �clvlj l =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER — � O11ANY -1-0 HO PERFORMANCE ALLIAN SIGNATURE REGISTERED Y N FEECURREN I tY,#N Address 1780 102ND AVE N,STE 510,ST.PETERSBURG,FL 3371 License# I CGC1508826 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREA I Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LI.LN Address I License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N 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 subdivisionstlarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safely 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,Stonnwater Plans w/Silt Fence installed, Sanitary Facilities&1 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. (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) Reroofs if shingles Sewers Service Upgrades A/C Fences(PlottSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 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 Black"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 I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress 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 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU5 NOTICE OF COMMENCEMENT. FLORIDA JURAT IF.S.1 7.03) OWNER OR AGENT CONTRACTOR S.b c i�,e���swor t it b�e�fgc�,me this S s i swor (o�a�ffijmed re me is L/1 aby OR609 VAS�'N �by y�Wi.. l {/�T'�'Y► �..� Who i , ers Ily k/�oy�,tQ Jae orhas/have produced Who is�r3�Pers�on�Jly known to me or has/have pr uced L(LC/l�C as identification. �{/ Z6PA" as identification. �1P.P/C A�Aeublic Jrl AL Notary Public Commission No. TC7 Commission No. s A,2,QA Ala ine AALep bra / ire V� Name of Notary typed,printed or stamped' Name of Notary typed,printed or stamped " ,•;s+Pli'• DEBRAELAINE RUFFELL a "qF Y?i;s. DEBRA ELAINE RUFFELL ,• '�� '°�-Commission#GG 045343 ^e ,r•rnission#GG 045343 '�° � Cc � ,ret`Expires November 7,2020 f!'Cs November 7,2020 � ,Y,°D F��� Bonded Thru Troy Fain Insurance 600.385.7019 'w{;,�.• :'i rPrr:Troy Fain Irmim—onn�er, . s Permit No. Parcel ID No 15-26-21-0160.000D0-0140 NOTICE OF COMMENCEMENT State of Florida County of Pasco - 2018046345 THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement 1. Description of Property: Parcel Identification No., WHISPERING OAKS PB 14 PG 86 LOT 14 OR 9528 PG 2423 - Street Address: 4652 LARCH DR ZEPHYRHILLS FL 335425632 --Pcp-t-:-19-4-1194—Rec--,10...00- 2. General Description of Improvement Replace windows,size for size DS: 0.00 IT: 0.00 , -1 03/20/2018 J. G. ,, DPty,-Clerk -:1 PAULA S.OINEIL,Ph.D.PMSCO CLERK a COMPTROLLER 3. Own I er Information or Lessee information if the Lessee contracted for the improvement:—03/20/2018 12-48a 1 of 1 SCHWARTZ JESSICA OR SK 9699 n 71;3 4652 LARCH DR Name ZEPHYRHILLS FL Address City State Interest in Property: Owner 100% Name of Fee Simple Titleholder. (if different from Owner listed above) Address city State 4. Contractor: Home Performance Alliance Name -1780 102.nd Ave Suite 500 St.Petersburg FL Address city State Contractor's Telephone No.: (727)538-4140 5. Surety: Name Address city State Amount of Bond: $ Telephone No.: 6. Lender. Name Address city State Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name Address city State Telephone Number of Designated Person: S. In addition to himself,the owner designates Of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be one year from the date of recording unless a different date is specified): WARNING TQ OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the-facts staigidtherplin are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO Signatuq of/Owner or Lessee,or Owner's or Lessee's Authorized Offinir 6tor/Partner/Manager Signatory's Title/Office The foregoing instrument was acknowledged before me this day of MW .20&by 1310164- L I/yt-' 61(1qi(VWZ-- as (type of authority,e.g.,officer,trustee,attorney in fact)for (name QLpa ron be a of who I strument was executed). Personally Known 0 OR Produced Identification Notary Signature Type of Identification Produced Name(Print) 3Z, 2- q- , �y-per ROBERT MITTEREGG-ER My COMMISSION#GG 180854 Z*: -`x EXPIRES:Janudy 30,2022 wpdatalbcs/noticecommencement_pcO53048 0#F, 4d Notary Public Undemitem BDndedT19u i I iI 1 ` a s`TA`I OFFLORIDA,C{COUNTY®F PAS4a THIS is TQ QERTIFY THA?THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT e i' ON FILE OR OF PUBLIC REGARD IN THIS OFFICE m WITNESS MY HAND OFFICIAL SEAL THIS DAY OF 2 PAULA S.O'NEIL,CLERK&COMPTROLLER A BY DEPUTY CLERK .. . 1�,�� �%��'- � !n 1Q-rX �S.._ f , 1 .� • __ ,mil _ � �' � Notes:Synchrohy 5entto d � 3/1/2018 [nit CM Terms: 7.75% $12,902.00 Measure: in progress inspection Required Class/Design Pressure in PSF AMMI', Wind Velocity in MPH� S9489 3i Jessica Collins Cust.Name Apr �p�s Kenrieth Collins z� Phone Number (813)900-4064 Phone Number (813)900-7633 Address Z Larch Drive eph Zephyrfillls,FL 33542 �� 11 Sales Rep Patrick Hinchliffe _ f / � z �ia�' E Phone Number (719)641.4600 . .a . Frame Type CBlo / Wood �a _Exterior Siding- Sii3 YB 1979 Bucking Reggi Color Ljh Y i L S} Grids } 29 Frosted j �S Jul ' r Y Wiz Impact Qty• Non-Impact Qty S 9 Window Shields Qty !! DoorShle_lds Qty cast.lnit customer a&4e ito the above Nr Room ,w 4i Style Series OBS Temp Screen Grids Notes j� •,�� 1 tf r �LpLC 1 3-5 ,15 41 p� �p 11 i 31 f 'f Y. 13 14', a6 . U10 ZUIU -l>.... - - ------------ �FA\ lCompleted NOC turned in? G> t"ir Customer Si nature: �/ a1c Date: .1 Measured By: r Date., �J Do you live n a flood zo e: Yes on No , ff !r L y d o (Please dre1e 0 WK SMALL C 1 �/e-s>�fi t ' _- DA BUILDING CODE, G `REVIEW DA f� `/� NATIONAL ELECTRIC CODE CITY OF ZEPNYRHILL , LS S AND THE CITY©F�EPHYRHIL ORDINANCES I' I\�S E�iJA �1 �E�? �- . 3/5/2018 Florida Building Code Online � -� ') ��. ..� 8 a.'"f Y...:x ."fd•a,},,'..%«i r��'� e„"�"°"—.""^-"'. "SMi^V'3 {._:_ s Ii° ( �, a 9emel.^a i� ��: BCIS Home f Log In E User Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map Links Search P1 did Apr#&d llljx%r,' }Product Approval �� USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail x�• a +e'°2$� t FL# FL15780-R7 15780.5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-1136 PLangan@soft-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.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 Lyndon F. Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15780_R7_C0I_(a)Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year MA/WDMA/CSA101/I.S.2/A440 2008 �� ,���� AT 9�7�� NA�O'S �(� �FnM t /�JS'�lA`101/I.S.2/A440 2011 i OF �r� / A/V� �1L EL� � 1 `CSA�1�j1�440 2005 PLAB/� �., pr��S �R®e q��I�� �p� (��CODe. R1LliV� Zoos ��_jMj;f[%jEP r 2006 �S ASTMMNl /LLaa 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.prg/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3elSAInEOW6yPiCnocELkkow3GNHeHsA%2b%2bilyt2YVRQ%3d%3d 113 i 3/5/2018 I Florida Building Code Online Sections from the Code I Product Approval Method Method 1 Option D Date Submitted 10/07/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products__ i...........-...-.......-....-_...._................................_....__. .._......................................._.__..._.._..................._.................--;..........................__..__._.....__.._.._......................------._...................----....-.------................__.. FL# Model,Numberlor Name i Description 15780.1 a. "Imperial LS D`112"Double Hung i Extruded PVC Double Hung Window-(X/X Configuration) Window _....---.. -..__.._..---- - -r-....-------- - 3 j Limits of Use Installation Instructions f Approved for use in HVHZ: No FL15780_R7-II_(a)Inst 15780.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant: No i Created by Independent Third Party; Yes Design Pressure: N/A 1 Evaluation Reports j Other:See INST 15780.1 for Design Pressure Ratings,any I FL15780_R7_AE_(a)Eval 15780.1.pdf I additional use limitations,installation instructions and product Created by Independent Third Party: Yes j particulars. 115780.2 �:tb. "5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration)ung Window j Limits of Use I Installation Instructions Approved for use in HVHZ: No i FL15780_R7_II_(a)Inst 15780.2.pdf i Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure:N/A 1 Evaluation Reports Other:See INST 15780.2 for Design Pressure Ratings,any ' FL15780_R7_AE_(a) Eval 15780.2.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. ................. - 15780.3c. "5400 DH54(G5405)"Double I Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use l Installation Instructions I Approved for use in HVHZ:Yes ! FL1578D_R7_II_(A)Inst 15780.3.pdf f Approved for use outside HVHZ:Yes i Verified By: Lyndon F.Schmidt, P.E.43409 jImpact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15780.3 for Design Pressure Ratings,any i FL15780_R7_AE_(b)Eval 15780.3.pdf I additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. -----------.-......................_.. .._._......._.._.._.............._.. _ --.._._....--- ------- ----- ----.............-- I---------------------------_....._ ........................................_._... -_..........._.....- --...- ......--- -....._ _...- ..........._--- 15780.4 d."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use - i Installation Instructions - Approved for use in HVHZ: No j FL15780_R7_II_(a)Inst 15780.4.pdf i I Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No I Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports j Other:See INST 15780.4 for Design Pressure Ratings,any FL15780_R7_AE_(a) Eval 15780.4.pdf i additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. i--- --�--- `� -J -ram--' - -------- _-_._ --_. 15780.5 e. "5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window 1 Limits of Use Installation Instructions Approved for use in HVHZ: No I FLIS780_R7_II_(a)Inst 15780.5.pdf j Approved for use outside HVHZ:Yes I Verified By: Lyndon F.Schmidt, P.E.43409 j Impact Resistant:Yes Created by Independent Third Party:Yes j Design Pressure: N/A i Evaluation Reports j Other:See INST 15780.5 for Design Pressure Ratings,any FL15780-R7_AE_(b) Eval 15780.5.pdf additional use limitations,installation instructions and product j Created by Independent Third Party: Yes I particulars. ; ..._.-._...._.... __-.... -............... _._.115780.6 f.Series"Barcelo �a"Model"DH30I" Extruded PVC Double Hung"Impact"Window,Missile Level"C" I I (X/X Configuration) j Limits of Use Installation Instructions j https://www.floridabuilding.org/pr/pr_app_dtl.as,px?param=wGEVXQw Dgt3elSAInEOW6yPiCnocELkkow3GNHeHsA%2b%2bilyt2YVRQ%3d%3d 2/3 3/5/2018 Florida Building Code Online Approved for use in HVHZ:No FI-15780_R7_II_(a)Inst 15780.6.pdf i Approved for use outside HVHZ:Yes I Verified By: Lyndon F.Schmidt, P.E.43409 I Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A i Evaluation Reports Other:See INST 15780.6 for Design Pressure Ratings,any i FL15780_R7_AE_(2) Eval 15780.6.pdf I additional use limitations,installation instructions and product I Created by Independent Third Party: Yes particulars. 15780.7 g.Series"Barcelona"Models I Extruded PVC Double Hung"Impact"Window, Missile Level"D" i "DH30I"&"DH30PI" ;-(X/X Configuration) ! Limits of Use Installation Instructions Approved for use in HVHZ: No FL15780_R7_II_(a)Inst 15780.7.pdf I I 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 15780.7 for Design Pressure Ratings,any FLIS780_R7_AE_(12)Eval 15780.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15780.8 h. Series"Barcelona" Models Extruded PVC Double Hung "Impact"Window, High Velocity I "DH30I"&"DH30PI" Hurricane Zone-(X/X Configuration) Limits of Use Installation Instructions j Approved for use in HVHZ:Yes FL15780_R7_II_(a)Inst 15780.8.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 15780.8 for Design Pressure Ratings,any FL15780_R7_AE_(12) Eval 15780.8.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes j particulars. ........................._....__...----.......------------------.---._.......... .... - 15780.9 i.Series"Barcelona" Models"DH30" Extruded PVC Double Hung "Non-Impact"Window-(X/X &"DH30P" Configuration) i Limits of Use Installation Instructions Approved for use in HVHZ: No i FL15780_R7_II (a)Inst 15780.9.pdf i Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other:See INST 15780.9 for Design Pressure Ratings,any FL15780_R7_AE_(a) Eval 15780.9.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes i particulars. Back f T Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The Slate of Florida is an AA/EEO employer.Coo_yright 2007-2013 State of Florida.::Privacy 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: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgt3elSAInEOW6yPiCnocELkkow3GNHeHsA%2b%2bilyt2YVRQ%3d%3d 3/3 Lite SEE `�`'0`Nk 'Y ''T ck s S ECHASR Ir-r irrg quality to light. F IZES rrarri"t �z ofl imA o a M x 10250 Philipp Parkway a x d Sfreetsboro,Ohio 44241 `" a ?m o a m Q gz a a aa.. _____ � r•� � �� m d a ra "5300 DH53" ( 5305� °z DOUBLE HUNG WINDOW X � � "IM PAGT' � z oz o Gr w GENERAL NOTES = 1. This product has been evaluated and is in compliance with the 6th Edition(2017) Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). a a a 2. Product anchors shall be as listed and spaced as Shawn on details.Anchor - - —y---- embedment to7bose7material sholtbe beyondwoll dressing or"stucco.— �� U U t n n3. When used in areas requiring wind bome debris protection this product complies ti with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile tevel"C"and excludes Wind Zones 3&4 as 3 defined in ASTM El996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. �w o a V) a w� 4. For 2x stud framing construction,anchoring of these units shall be the some as that 00 shown for 2x buck masonry construction. N 5. Site conditions that deviate from the details of this drawing require further Z) engineering analysis by a licensed engineer or registered architect. ' ^�w � TAM OF CONTENTS NtAX DE5IGNFki55URE_(?SFJ:" z a SHEET# DESCtttP110N Ml7F':i`;- :;GLASS:::i ::> . n - z o° a 1 Typical elevations,design pressuros and general notes 'FRAME * TYPE: POSfTtt!E .:'NE6ATIYEI.' 'Are t0 12/t3 ? � 2 Horizontal cross sections ;::::pIMENSION.; :,'DIMENSLONr.' 3 Vedicat cross sections _ u scut N.T.S. � 4 Buck and€come anchoring -- 52.0"X 720 43.771'x 32dtb" G1 +50.0 -50.0 M.of.. JK � € 5 Bill of materials,components and giming details swc sr. LFS DRAWING NO, � m FL-15780.5 a sa�r 1 or 5 n *5 a R:\CEents\Soft-LRe Permanent-Podda Product Approvals\FL-15780 Double Mung\C-Drawings\F1-15780(2017)\FL-15780.1-5.0ng,2.5 ' a CD �n O� z 0 _Q N� � m T• N �Z �4 cr a N to V M W AO in WW ... m � O N W N N m co O � fimr! .. I I0 m �o N W Poo �m W OD p o =a � X� Vno PIZ O � Z �.00 00 - N N ca co kFE �O ys W co p o6 20 rs- U � n m `tt1111111!!!7 No.43409 i i Q PRODUCT: Document.P-p—d By: Nr� g o SOF!-Lf(E WINDOWS P E,don No.F43409 fdt �� (�.,�,•`l•'_.G`��` (n 2 111 P. �. � y N 2 8 25 17 UPDATE TO 6TF1 ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS,, INC. ( p X I7 i 4 21 15 UPDATE TO 5TH ED. (2014)FBC JK P.O. Box 230. Valrico, FL 33595� 6 �+ NO DATE BY HORIZONTAL Phon, No.: 813.859.9197 REVISIONS CROSS SECTIONS FBPE C.A. No. 813 a3 2C13 R.W.BUILOINa CON.ULTANTB I... i R;\GientslSoR-Ute PermanengA-Bodda Pmduct ApprovaislFL-15780 Double Hung\C-DrawingskfL-15780(20I7)%FL-15780.1.5.dng,3.5 r N � , -o A W O n oo m rmrl +A .o -o N A2 53 j ? 1w Q C3 C7 xn ❑o Q n n •- p � 1 ► g N � R � O I.'IOI T 1-1/4"MIN. EMB.(TYP.) ' m ` ! 7 3 0 •O ra C- CD N O rL Q ° m to CL m W Z O N m � m o 1-1/4"MIN. 0 H EMB.(TYP.) W W � .•° a .p C0 f m O m OO U U o W O N O m (0 n If `^ j...• _ `� � 0 � 1-1/a"MIN. c EMB.(TYP.) n I� 1-1/4"MIN. `�tµritlnrp��� EMB.(TYP.) 4Ile, No.43409•• J i e n a PRODUCT: Documents Prapared Bys i $ SOFT—LITE WINDOWS Lyndon F. Schmidt i,� •.,Axq� �l`�` P.E. No. 43409 V0 ff^^ y N 2 8 25 17 UPDATE TO 67H ED. 2017 F8C JK PART OR ASSEMBLY: BUILDING CONSULTANTS• INC. I� p '*t (A 1 4 21 15 UPDATE TO STH ED, 2014 FBC JK ✓ P.O, Box 230. Yalrlco. FL 33595 to W NO DATE BY VERTICAL Phone No.: 813.659.9197 REVISIONS I CROSS SECTIONS FSPE CA No. 9813 .Ea 2C)13 R.W.BUILDING CONSULTANTS INC. rya' 21 '.}.• x Z' 4 p o zry o 0 l e dun D 2X BUCK F \1 o m n a TYP. 2X 1X BUCK G a v V U 2X BUCK DIRECT TO p a° �a BUCK SONRY \\\ nP. MEETING ------------- o - FRAME � � x i MASONRY z AC.. MASONRY___ JJ2)(BUCK a $ OPENINGOPENING . BUCK zIRECT TOASONRY. 1 i' vai a y L1. ANCHORS THRU l 2X BUCK IMPACT BLOCK H IX BUCK (ITEM#30) ti a M DIRECTTO N _ MASONRY z $ B8 � CONCRETE ANCHOR NOTES: a 1.Concrete anchor locations at the comers may be adjusted to maintain the min. o 0 ° edge distance to mortarjofnfs. w 2Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors maybe required to ensure the MAX.ON CENTER"dimension are not exceeded, 3. Concrete anchor table: ._ Mt.Nt}_G'.M.C.A.E.5A.Q..tN.A..RN:YG..E.;.:.M.TtNO.G 'AfS.EARCJAEfNr1C;E. N"N aa z-EMBEDMEM y EDGE; 4:.:::. :,:'IANCHOR':'.i;:. cv-Z a° 5 O 114" 1.1/4" 2" 4" CAM 10 12113 °z ` iAPCON smuEe N.T.S. ° ELCO e 1/4" 1-1/4" 1" ULTRACON 4" owc W. JK m' WOOD SCREW INSTALLATION NOTES: CM BG LFS 1.Maintain a minimum 5/8"edge distance,1"end distance, I"o.c.spacing of °RAC'"c Nos n b FL-15780.5 woad screws to prevent The splitting of woad. g sxea 4 of 5 ro s BILL OF MATERIALS �% Irtaa9 PARK MATERIAL 13Z' ��Q�• ', �- L. U" WOOD A 1 X BUCK SG>=0.42 B 2X BUCK SG>=0.42 WOOD 0 08" Q��❑ =x: Z C 1/4"MAX.SHIM SPACE D 1/4"X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW rMASONRY- t m E 301ORROLL OBLOCKCONFOR PSI MIN. MINGTOA CONFORMING C 070ACI CONCRETE o C. I 4.243.25"--- i���rrrr `L```�``�� i d'm o F #10 X 2-1/7'PPH SMS(1-3/16"MIN.EMBEDMENT) STEEL REINFORCEMENT SILL r+e0[!00.066 � z G 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL lU IE z mmH i/4"X 2-1/4"PFH ELCO OR I11N CONCRETE SCREW STEEL \ 9 g M orm J #10 X 3"PPH SMS(1-1/4"MIN.EMBEDMENT) STEEL 2.26"— aa mdaw K 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL — o z° L #10 X 1-1/2"PFH SMS -- STEEL , M 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW - STEEL p,p 0 0.065' o �a 1 FRAME' 10002 PVC P❑o ❑o❑ 7 LOCK RAIL w 2 SILL' 10003 PVC f- 1.51" -I �I--1.51" -1 0� 3 SASH STOP' 12054 PVC � a PLAIN STILE , - 2.26"--� o o C c 4 HEAD ADAPTER 12001 PVC BO---- KEEPER HANDLE RAIL 5 KEEPER HANDLE RAIL` _ 11009 _ PVC 6 KEEPER RAIL* _ 11006 PVC io y k m s $ 7 LOCK RAIL` 11005 PVC 4 2d° D -m 0 065 o LL 8 PLAIN STILE` 11007 PVC - 9 GLAZING BEAD* 12126 PVC P cn p Z 10 REINFORCEMENT(6065-T5 ALUM) 19035oo ALUM. ca 11 LOCK HANDLE RAIL` 11004 PVC N �� h 1 76" ►) 7� LOCK HANDLE RAIL - 20 LOCK — -- 46013 = L JE _— b >>m 21 I.00K KEEPER —_-- 460]_4 �J KEEPER RAIL— --- --- 23 #7 X 3/8"PFH MS(KEEPER SCREWS) 48016 STEEL - 0.83" 25 TILT LATCH 47004/47010 - {�- 3.25'--•-� � m� 26 #6 X 1"PFH TEK(LOCK SCREWS) 48000 STEEL C5 ^ HEAD AND JAMB o = 27 WEATHERSTRIP 10,250"SINGLE FIN PILE) 1400200 - N N z 28 WEATHERSTRIP(0.350 SINGLE FIN PILE) 1400500 - W o 24 BULB SEAL 14001XX - $ 30 1/4"X 2"X 6"LONG PLASTIC IMPACT BLOCK ABS 0.73' 31 PIVOT BAR 5004200 STEEL OR 32 46 X 1/2"PFH TEK(PIVOT BAR) - STEEL a 33 BALANCER BRACKET 7006XX •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY 4 HEAD ADAPTER ^ m EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". 5/8"GLASS BITE ►1 7/8'THICK — < 3/32"ANNEALED o 0,060"Saflex PVB Interlayer _ g - — ¢ ❑ 3/32"ANNEALED itt o o 0.78" N^z o 1.3T' ° AIR SPACE —� DATE.10112 13 0 1/8"ANNEALED scALE: N.T.S. E INSTANT GLAZE ITT DOW } 1 f ) o v� owl'BY.. JK m TIN PLATED INTERCEPT SPACER o ci cuK,er: LFS 3 G2 O GLAZING DETAIL 3 SASH STOP 9 GLAZING BEAD oaAwn c uo.: p— kQ — FL-15780.5 0 I SMEE7 5 OF 5 N v a 1/15/2018;- Florida Building Code Online . 3 r�i."�is�gj(:�i;�Y;g':+y�,p; . ::'J'e,•:4` a 7,,. �,x%,w «x.,j,'-"�'i .li.°�;•' �,*s}� _ I /�.-.w-.. ' .—max s V '� d BCIS Home Log In j User Registration Hot Topics ,Submit Surcharge 'Stats&Facts i Publications FBC Staff I BCIS Site Map Links Search Product Approval .,�" „• USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail 16026.1 FL# FL16026-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-1136 PLangan@soft-lite.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 Lyndon F.Schmidt, P.E. the Evaluation Report Florida License PE-43409 i Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL16026 R2 COI (a)Certificate of Independence.odf i Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtFPmdYiNDWr65rLx4klYK7stid4ul cguPeuW7M5Wb6rg%3d%3d 1/2 1/15/2018 Florida Building Code Online Date Submitted 07/20/2017 Date Validated 07/31/2017 Date Pending FBC Approval 08/04/2017 Date Approved 10/10/2017 Summary of Products __...... _....... __ ............................- .------..........................-.._.—,---......_........__..__....._._—....__.._..............._._...._...._....-------- _.........._...__......__.....__..._....-..........................-.._....._ FL# Model,Number or Name Description 116026.1 a. Series 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion I non-impact window products in Masonry or Wood Openings [Limits of Use Installation Instructions Approved for use in HVHZ: No FL16026 R2 II (b)Inst 16026.1.odf 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 16026.1 for Design Pressure Ratings,any FL16026 R2 AE (b) Eval 16026.1.12df additional use limitations,installation instructions and product Created by Independent Third Party:Yes I particulars. 16026.2 b.Series 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and i Mullion non-impact window products in Masonry or Wood Openings Limits of Use I Installation Instructions Approved for use in HVHZ:Yes FL16026 R2 II (b)Inst 16026.2.pdf 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 I Evaluation Reports i Other:See INST 16026.2 for Design Pressure Ratings,any FL16026 R2 AE (b) Eval 16026.2.odf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. ' I £loci. Pdext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CooJriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.Iflyou 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 1,2012J 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 abdress 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: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiN'DWr65rLx4kIYK7stid4u1 cguPeuW7M5Wb6rg%3d%3d 2/2 y 126"MAX,OVERALL FRAME WIDTH(TWIN)- S 1"MLtLt;ON ,OC.�.•� •`r'. L 6T MAX.SINGLE 62'MAX.SINGLE N m 'Windows �UNIT FRAME WIDTH � M UNIT FRAME WIDTH � z Bringing ilucilit+,r to I-ight". � �•, ...... Oft IM50 PhBipp Parkway i I F/r P ��� z a Streetsboro,Ohio 44241 { O N°?z ite 0 S m o a C? m 19044 ALUMINUM MULLION = 1 2� w 2 0 �w GENERAL NOTES ljjj 2 f/f � �q Ly 1 L 1. This product has been evaluated and is in compliance with the bth Edition(201 7)Florida Building Code(FBC)structural requirements,excluding the"High Velocity Hurricane Zane". w n 3 � 2. When used in areas requiring wind bome debris protection,this product(if mulled together with 2 c `F impact rated windows)does not require protection from an impact resistant covering when SASH NOT Q w used in Wind Zones 1,2 and 3 as defined by ASTM E 1996 and FBC Sections 1609.12.2& FOR SHOWN MULLED TWIN WINDOW UNITS SHOWN - R3012.1.2.1. (Multiples also approved) 3. In Wind Zone 4,as defined by ASTM E 1996 and FBC Sections 1609.12.2&R301.2.12.1,this s product must be protected with an impact resistant covering complying with FBC Sections 0 1609.1.2&R301.2.1.2. RessuRf fPsq 4' :>•,. : ., ... .. MA GLE FAAfr tD7ff 4. Wood buc15 by others,must be anchored property to transfer toads to the structure and be a fr SfN lJNB' EW - .. - tv cv reviewed by the Building OFficiaL 36 ae,;;.:. 4a . as 44 sdr sa bir a2": z 5D 48 46 44 42 40 39 38 37 36 35 35 34 34 g �s 5. Separate product approvals for each glazng product used with these mullions must be ;sB"';'` 52 50 48 46 44 42 41 44 39 38 37 36 36 35 1 U, iE U submitted along with this mullion product approval.The design pressure rating of the assembly ;:7r,e " 55 53 50 48 46 45 43 42 41 4D 39 38 3T 3T shall be the lesser of the load capacity of the mullion as specified using this approval or the w design pressure rating of the individual glazing products used. :'841,:: 58 55 53 51 49 47 45 44 43 42 41 40 39 39 a 62 59 5b 54 52 51 49 48 46 45 44 43 42 42' ? u 6. Anchoring of each glazing product to the mul lon shalt be as shown in this drawing or as shown y m z. ao in each individual glazing product approval,whichever is more stringent, q 65 62 59 57 1 55 54 52 1 51 49 48 1 47 46 46 45 '5 69 66 63 61 59 57 55 54 52 51 50 50 49 1 48 N 7 Mullion anchor embedment to base material shall be beyond wall dressing o stucco.r t i a . 73 70 67 65 63 61 59 58 56 55 54 53 52 52 N13 y B. Any conditions not covered in this evaluation are subject to separate engineering evaluation. r. A:;:H7471c` 75 75 71 69 67 65 63 62 60 59 58 57 56 56 M1 o/16 12 z E TABLE OF CONTENTS . 75 75 75 74 T2 TO 68 66 65 b3 62 62 67 60 N.T s. SHEEFtf DESCRIFffON 70" 75 75 76 75 75 75 73 71 7p 69 67 66 b5 65 d1t m cwc K i Typical elevations,design pressures&general notes _'.: 75 75 75 75 T5 75 75 75 74 [:K] 73 72 71 70 oaun c s 2 Mullion detalk&cross sections FL—1*4 6,t >sb^ 75 75 75 75 75 75 74 75 75 T5 75 75 75 75 N sxesr 1 Of 2 O x I Shown with Soft-Uie fixed casement frame under Separate approval #10 X 5/8"PPH SMS .,�( N 14 each bracket) z_ rtr O m 2 'II// ••. •.• •��\' J Woo a1.436" I 0.125' o �rytr lttf \\\\ o rat IDz° 05 (moo a 6 aN•; 0.722" E ra z z rqi. 0.472" p OIL 0,125 qljjV LL m o cZ 0 N 1 HORIZONTAL CROSS SECTIONa 2 U onchorcop MULLION 19044 190 4 anchors z 5ALUM required Into substrate Q -is [See ANCHOR SCHEDULE) z I'—2.75 Refer to separate window approval for quantity,location -� 5.5" &size of anchors required to fasten window frame to mullion. — - - A-a minimum.-use#lO PPH Self=dnilingSMStocated 6"iwrry-- ANCHOR BRACKET(18102� each end and spaced 18"max.o.c. (a min.of 3 threads 6063-TS ALUM, must protrude through the mullion face). ¢ 12 o � 3 O a, Note: lJ rUn m � WINDOW UNIT NOT M MULLION(19044)�yl SHOWN FOR CLARIP.' ^ I N N a 2 HORIZONTAL CROSS SECTON o o z #10XS/8"PPHSMS 2 through mullion g P ® ` ANCHOR BRACKET(18102) Q z =. :`, MOttIONANtHOR8RAC1fETANCHOR SCHEDLtE•` z an / w ✓..:.:., ....,......: M .. .. ..... CENfER•TO-CENTER �'° w 3UBSTRAIH-; H:•:ANCHOR �-'EMBEOMEM--".:� .EDGE DISTANCE- SPAWNG` rat _,. ::, ZZ d WOOq:" #12PFHWOODSCREW p 1-1/7MIN. ]"MIN. 1-1/2'MIN. ^ J1...rw. z z �\ SUBSTRATE (4)Anchors required into substrate 1/4 pl q PRT N^z a (See ANCHOR SCHEDULE) CONCRt�E IIWBURDEXTAPCON� 1-IKMIN. 2.1/2'MIN. 1.3/4'•MIN• aAte70 I6 i2 z ` scaxE N.T.S. 3 ANCHOR BRACKET DETAIL s 12-14 HWH HILT] AM!N.aF3TiiREAOs OWG.BY: �JK to#1 0XSig PPHSMS 2 'STETS`- SELF-DRILLING ALL NGSCREW 5HPRa1RU0ETHROHaH P"MIN, 1-1/7MIN. �o THESIEe.N65iRATE CRY,BY,, LFS °' 3 (2 EACH FACE) --- w xi oRnxwG No, WOOD FRAMING(S.G.>=0S5) . ro BRACKET-TO-MULLION DETAIL CONCRETE CONFORMING TOACI301(3A00 PSI MW.IOR HOLLOW BLOCK CONFORMING TOASrMC90 FL-16026,1 $ STEEL CONFORMING TO ASIM A653,16 GA.,o.060"MIN,THICKNESS(Fy=33,000 PSI,TV=45,QW KI) N SHEET 2 OF 2 a' 1/113/2018 Florida Building Code Online 771 Y � �' n,�, 9a;� ,»�d?. •>ti"•:�t��' qsy. /Sdf � d..��. "�4 MUM- BCIS Home i Log In ! User Registration Hot Topics Submit Surcharge .=SEats&Facts Publications FBC Staff BCIS Site Map Links Search bProduct Approval " USER:Public User d .hr"rtr,:trr Product Approval Menu>Product or Application Search>Application List>Application Detail =�ce�r.A :�g:>�`_.-� FL# FL15780-R7 15780.9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330) 528-1136 PLangan@soft-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.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 Lyndon F. Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. ! Validation Checklist-Hardcopy Received Certificate of Independence FL15780 R7 COI (a)Certificate of Indeoendence.Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2008 ALL WORK S4ALL C()MpLI/�'���� AAMA/WDMA/CSA101/I.S.2/A440 2011 CODES PLO RIDA BUILDING WITH EVAILIN� AAMA/WDMA/CSA101/LS.2/A440 2005 NATIONAL ELECTRIC ASTM E1886 2005 AND TI-IE CITE�DF �% ®®E� ASTM E1996 2006 ORDINANCESTHE17 ZEPHYn 1L.L,9 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgt3elSAlnEOW6yPiCnocELkkow3GNHeHsAp/o2b%2bilyt2YVRQp/p3dp/o3d 1/3 i 1/13/2018 Florida Building Code Online Sections from the Code ' Product Approval Method Method 1 Option D Date Submitted 10/07/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products . ............. FL# Model,Number or Name 'Description 15780.1 — a. "Imperial LSD 12"Double Hung Extruded PVC Double Hung Window-(X/X Configuration) Window j _.._.__....__.._...._..._......._.......____._.____...__......__._..---- ----.---.__._._.__.___._._______........ _..... j Limits of Use Installation Instructions Approved for use in HVHZ: No FL15780 R7 II (a)Inst 15780.1.pdf 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 15780.1 for Design Pressure Ratings,any FL15780 R7 AE (a) Eval 15780.1.odf additional use limitations,installation instructions and product I Created by Independent Third Party: Yes particulars. i 15780.2 b. "5400 DH54(G5405)" Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions 1 Approved for use in HVHZ: No FLIS780 R7 II (a)Inst 15780.2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 j Impact Resistant: No Created by Independent Third Party:Yes ! ! Design Pressure: N/A Evaluation Reports j Other:See INST 15780.2 for Design Pressure Ratings,any FLIS780 R7 AE (a) Eval 15780.2.pdf j additional use limitations,installation instructions and product Created by Independent Third Party:Yes I particulars. ---- -- ! -- ---- j 15780.3 c. "5400 DH54(G 405)" Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window — Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R7 II (a)Inst 15780.3.pdf 1 Approved for use outside HVHZ:Yes i Verified By: Lyndon F. Schmidt, P.E.43409 1 Impact Resistant:Yes 1 Created by Independent Third Party:Yes i Design Pressure: N/A I Evaluation Reports Other:See INST 15780.3 for Design Pressure Ratings,any FLIS780 R7 AE (b) Eval 15780.3.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. — — ..............._..._................................. — .._................. .._..- - --......._..._......_......- -- ..............._..— —.......--1 !15780.4 d. "5300 DH53 (GI 305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window !Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS780 R7 II (a)Inst 15780.4.pdf 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 I Evaluation'Reports Other:See INST 15780.4 for Design Pressure Ratings,any I FL15780 R7 AE (a)Eval 15780.4.pdf additional use limitations,installation instructions and product i Created by Independent Third Party:Yes —! particulars. 115780.5 e. "5300 DH53 (G$305)" Double Extruded PVC Double Hung Window-(X/X Configuration) -. - _.._.......Hung Window —_— Limits of Use Installation Instructions 1 Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780.5.0f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 j Impact Resistant:Yes j Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.5 for Design Presst.re Ratings,any FL15780 R7 AE (b)Eval 15780.5.pdf additional use limitations, installation instructions and product ! Created by Independent Third Party:Yes I particulars. 15780.6 f.Series"Barcelon "Model DH30I' Extruded PVC Double Hung"Impact"Window,Missile Level"C" j -- - I-(X/X Configuration) _--_.— ...... . Limits of Use Installation Instructions j i ! https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwt gt3elSAlnEOW6yPiCnocELkkow3GNHeHsA%2b%2bilyt2YVRQ%3d%3d 2/3 V13/2018 Florida.Building Code Online Approved for use in HVHZ: No I FL15780 R7 II (a)Inst 15780.6.Ddf 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 I Evaluation Reports Other:See INST 15780.6 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.6.Ddf additional use limitations,installation instructions and product /�C�bated by Independent Third Party: Yes particulars. s� 15780.7 g.Series"Barcelona"Models I Extruded PVC Double Hung"Impact"Window, Missile Level"D" i "DH30I"&"DH30PI" -(X/X Configuration) { Limits of Use I Installation Instructions Approved for use in HVHZ: No I FL15780 R7 II (a)-Inst 15780.7.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 j Impact Resistant:Yes I Created by Independent Third Party:Yes Design Pressure:N/A I Evaluation Reports Other:See INST 15780.7 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. I 15780.8 h. Series"Barcelona"Models Extruded PVC Double Hung "Impact'Window, High Velocity "DH30I"&"DH30PI" Hurricane Zone-(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R7 II (a)Inst 15780.8.odf 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 15780.8 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.8.12df additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. ...............---..............................................._......_............................................._._..._....._......................................-- ..._.......-------._._.........._...................... ................................................. --.._...............................--_.... _........._-_......__.—..._._...._...-.__._._......_ _.........---- ._.......... .---....__..... .._..- --- --........................................................... 15780.9 i.Series"Barcelona"Models"DH30" Extruded PVC Double Hung"Non-Impact'Window-(X/X &"DH30P" Configuration) Limits of Use Installation Instructions _ Approved for use in HVHZ: No FL15780 R7 II (a)Inst 15780.9.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 j Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports i Other:See INST 15780.9 for Design Pressure Ratings,any FL15780 R7 AE (a) Eval 1S780.9.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars, i i?ar.:c 3Sex1 � Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy 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: ® cL,hecf Credit Card Safe i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3elSAinEOW6yPiCnocELkkow3GNHeHsA`/o2bp/g2bilyt2YVRQg/o3dp/p3d 3/3 Af lite oft indowstn Do Bringing duality to light. �fru n „� a no is x u sv•: 10250 Philipp Parkway r v 0 o z° Streetsboro,Oho44241 c4v Q=o j m SEE CHART FOR SEE CHART FOR c' a m m a a AR LO FRAME SIZES o� ILi L /M I r c Z " C A" FRAME SIZES Model "DH30" and „DH30P" — _ V --- _-:�_ _ _ J DOUBLE HUNG WINDOW SIR 21 NON—IMPACT" W .....:..... GENERAL.NOTES ¢ This product has been evaluated and is in compliance with the 6th Edition(2017(Florida p � Building Cade(FBC)structural requirements excluding the"High Velocity Hurricane - _- Zone"(HVHZ). —! j --- - 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedmentR. / 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 __.........__... t protected with an impact resistant covering that compiles with FBC Sections 1609.1.2& +� R3012.1.2. Modes?"DH30" Model"DH30P" � 4. For 2x stud framing construction,anchoring of these units shall be the some as that _ shown for 2x buck masonry construction. U 2 Q 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. " MAX.:: . - MAXGEASS,.: DESIGN PRESSURE(PSG' a u MOAEC,.'i; '.:,'.,i..fkAME D;IO.".:;..;. 71'PE - w POStT1VF, NEGATIVE.; c' G n iDIM_ENSfON '•.:DfMENStQAt-::. ,.a":'.µ:. z TABLE Of CONTENTS O n s SHE ET# DFSC.iiinoN "DH30" 40.0"X 63.0" 32.125'x 27.125"' G1 +55.0 -55. - 1 Typical eleva ioru,deslgn pressures and general notes AM 9/19/1 7 z 2 Horizontal cross sections "DH30" 54.4 X 760' 46.25"x UAW G1 +35.0 -35.0 sr c: N-T.S q 3 VerticoI cross sections oWc.er: JK m q Buck and frame anchoring "oH30P" 40.0"'X 63.0" 32.126"'x 26.625" GI +55�4-30.'O cr«.er: LFS � a S Camponen#s c oanvnmc Ho.: o- 6 B l of mates a#sand gt®ng de#ailFL-15780.9 "pH30P" 54.0 X 76.0" 46.25"x 33.125' Gl -30.0 0 SHEET j OF 6 g� M S R:\amts\Soft-Ute Pem enent\A-Florida Product Approvals\FL-15780 Double Hung\C-Dmwln95\FL-ISM(2017)\FL-15780.9.dwg,2 R r0] a p .�j Ifl 3 NC z 0 nn a a O�*1 n C M �Lwl z n m � �t w a Cn v (•� w Win k o o SI W i a z z 0 W N T I, �+ W W W p CD -- _ i -0 (A • a - p N N o m m O 0 A O tom- p W 2 W N 0 m in T z � m O N W m 4. !n • • •.•. > n A 0El icy z ° y T Go +I� _ ° °° z z N v� v /,7 a mx7, — r�i fr� r j1111111111/� No•43409 October 08,2017 PRODUCT. Documents Prepared t3y.- ,, ? P SOFT—CITE WINDOWS Lyndon F. Schmidt �i�'NS'•........ ?! P.E. No. 43409 s 4 I ` y PART OR ASSEMBLY. GD BUILDING CONSULTANTS, INC. GO lar U7 T` y -' HORIZONTAL P.O. Box 230, Valrico, FL 33595 v NO DATE BY CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2017 R.W.9UIr.D)NG CONSUL ANtS INC. R:\0ientsl5dft-URe PermanentXA-Florida Prddu[t AppmvalslFL-15780 Double Hung�C-Dowingsi,5780(2017)1FL-15780.9.dw9,3 �d 1-1/4"MIN. 1-1/4"MIN. EMB.PP.) iQ EMB.PP.). O N O ! 10 r� N m (m1 A O n ; A C.) O 1/ o I � 0 C=3 CIZII rrn , ^' o� � z O A rn O 1-1/4"MIN. t rr EMB.(TYP.) 10 A �. Y 1.96" n om m w inn Xn �2 a no 0 °z ,0 N A 0 i . EMB. MIN, EMB.(TYP.) N O 'D N W N � A O• +O OD � " O N C / O �< o o 7 y N m W o F _ c co 1-1/4"MIN. I0 G/ No.43409 EMB.)TYP.) d *r October 08,2017 _ PRODUCT: Documents Pmpcmd ey. S' SOFT—LITE WINDOWS Lyndon F. Schmidt b P.E. No. 43409 �/l V�•.......�``� V r, R- L PART OR ASSEMBLY: //7�� BUILDING CONSULTANTS, INC. O y V v CROSS P.O. Box 230• Volrieo, FL 33595 NO DATE 'BY SRTICAL SECTIONS Phone No.: 813.659.9197 REVISIONS I FSPE C.A. No. 9813 4i 201 7 R.W.Ol11LDtND CDN.u-t9 IND. gn 4" FOR WIDTHS GREATER THAN 40" 2,6 —( lei O M Z } y O N O U' aZa N ° E a MASONRYo SmcW o TYP. SASH Y m 4 m d a Im.. 2X BUCK :o E o Z BUCK �* FRAMES-I _ x c u7 . 1 0 �a MEETING _____— -___= MEETING - RAIL ! � RAIL a 2X BUCK F MASONRY OPEN NGI i X BUCK G z w OPENING DIRECT TO H J SASH MASONRY ca m P HEAD&JAMBS I N o (TYP.) o 7d —I En 0r Y N e Mai o� of m d � 5 � 0 f , BUCK ANCHORING FRAME ANCHORING • z o E !n CONCRETE ANCHOR NOTES: G1.Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortarjofnfs. 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to amaintain the min.edge distance to mortar joints,additional concrete anchors g may be required to ensure the MAX.ON CENTER"dimension are not exceeded. m .3. Concrete anchor table: a F .: MIN:.CLEARANCE;;MIN.CLEARANCE: ;ANCHOR' ANCHOR'. T EMBEOME O.MASONRY:; :: QADJACENT,;; o 0 ?TYPE,:: i'SIzE`..:•:'' ....•,....;:.:.,NT,rt`_'.'6. :: :..:.:....:. :.:_._.:.:..... ..:.... ... . ..: EDGE:•, :.;;::;ANCHOR: Z Q 5 TAIT N® 1/4" 1-1/4" 2" 4" mm 9 19N. 17 g S. ELCO a 1/4" 1-1/4" 1" 4" M.BY. dK m ULTRACON I I CHK,BY; LFS 3 • WOOD SCREW INSTALLATION NOTES: DPAWING NO.:1.Maintain a minimum$/8"edge distance,I"end distance,&1"o.c.spacing of r` p wood screws to prevent the splitting of wood. FL-15 4 or. 6 N stu�r 6 D R:\Cllents5So4-L.te Pennanent'A-Florida Product ADprovalslFL-15780 Double Hung1C• .-15780.9.dw5,5 •- ., 0.059" A I— O° A +O tt p N W l -0.41" '1 .�0.86"Imo-- > o S T�l ii o j v ° m �J—� I N . 1.07' - 1.05, N O I O P 1.21" Iq r LJ r Iq O o - � f 1 L .9' " p p 1.21" 0.37' b' o 1.07' A n p O fJ 0.093" cQ V II T IT 0.84 —2.8T' A "1 0.95' 0 o L y y o m i W dy W I I y TA- > f O 1.5'-- 2.37' 'v y a 0 ltunugr o SCNMT� 0.2T' No.43409 October 08,2017 = — fz2 c n gI PRODUCT: Document.Preper.d 9yn ,,V, SOFr-LITE WINDOWS Lyndon F. Schmidt %'F ............ IN j = P.E. No. 43409 o V P r— .4 PART OR ASSEMBLY: /BUILDING CONSULTANTS, INC. YY P.O. Box 230, Valrfco, FL 33595 IO1 m v NO DATE BY COMPONENTS Phone No.: 813.659.9197 REVISIONS I FBPE CA No. 9813 0 201 7 R.IY.BUIIO,NG Ca N9ULTANtS INC. BILL OF MATERIALS .�� •• •. REM# MATERIAL ^�.• ••` ,� A 1X BUCK SG>=642 WOOD B 2X BUCK SG>=0.42 WOOD 0)* c m C 1/4"MAX.SHIM SPACE �A Zmin D 1/4"X 2-3/4"PFH ELCO OR TTW CONCRETE SCREW _ STEEL el� �� aSo MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI //i/ ` N>'i m E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE fit l lll��% o M w i F #8 X 2"PPH SMS(13I8 MIN.EMBEDMENT) STEEL h m x z G 1/4"X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL N e E m X$.0 H 1/4"X 2-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL m g 9 6 c a i FRAME` PVC 2 HEAD PVC $ c= 3 WEEP HOLE COVER` PVC N 4 SILLADAPTER' PVC o -� i 5 TOP LIFT HANDLE' PVC 6 KEEPER RAIL" PVC 7 LOCK RAIL' PVC -� .-8.. ,PLAIN STILE' PVC o �o 9T GLAZING BEAD*- PVC 3 ."10... BOTTOM LIFT RAIL'y PVC m ? i l REINFORCEMENT.(6065--T5 ALUM) ALUM. 5/8"GLASS BITE 1/2"WIDE DBL SIDED GLAZING TAPE o g 12 REINFORCEMENT(6065-T5 ALUM) ALUM. _� 13 REINFORCEMENT(6065-T5 ALUM) ALUM. 7/8'THICK 14 HEAD POCKET INSERT' PVC 1/8"ANNEALED OR TEMPERED GLASS �I y c m o 15 SLOPED INSERT• PVC a a - 16 SLOPED SILL' PVC 20 1 LOCK - m 21 LOCK KEEPER _ 6 25 TILT LATCH 26 #8 X 1"PFH TEK STEEL _�—AIRSPACE m 27 #6 X 1"PFH TEK STEEL O� € ' 28 WEATHERSTRIP(187-270 TRI-FIN) _ 1/8"ANNEALED OR TEMPERED GLASS = 29 BULBSEAL --STEEL INTERCEPT SPACER o 2 30 BULB SEAL GT GLAZING DETAIL D $ 31 PIVOT BAR STEEL w G 32 #7 X 3/4"PFH TEK STEEL 33 BALANCER BRACKET 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". Q h p J EP N 2 2 � a DATE: 9119117 i a srue N T.S. DM.BY. JK m' DHK.BY: LFS 3 DPAWWO NO.: FL-15780.9 0 M a s+EfT 6 of 6 Q cl 6 a Plan Review w indows & Doors . . 1): Need manufacturing installation specifications: . 2) . Mu:st.meetsectio.ns R308 and-R612 of the 2017 F.B.C. 3): :If windows�are to be installed inside:the historical district-the :will need to be a . . �.. pproved... Y by the historical cgminittee.. 4 No other work shall be ermitted (frarninplumbing'*g and..' '*eclianical) unless otherwise specified: . . 5) This:is,for re lacernent lass-for lass .onl if' ou.vdish to chan a from screen or. vn I'p (g . g ) Y Y g Y windows.-to.glass, then additional information is required. 6.) All windows to wall connectio.ns:shall be left visible for. 'inspection. 7) All labeling.and stickers shall.reman on.vvindovvs.until final inspection: - 8.):: :No work shall start without permit_first . - 1.. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: d Date Received: Site: Permit Type: Approved Who comment Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Kalvin 9wit Tans Examiner Date Contractor and/or Homeowner (Required when comments are present)