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Home My WebLink About17-19097 CITY OF ZEPHYRHILLS � - ' S335-8TH STREET (813)780-0020 19097 BUILDING PERMIT , PERMIT INFORMATION LOCATION INFORMATION Permit Number: 19097 Address: 6130 18TH ST 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: ZEPHYR BREEZE Est. Value: Parcel Number: 02-26-21-0190-00000-0420 Improv. Cost: 2,950.00 OWNER INFORMATION ' Date Issued: 12/06/2017 Name: EDWARDS KIMBERLY & DUANE Total Fees: 75.00 Address: 6130 18TH ST Amount Paid: 75.00 ZEPHYRHILLS FL 33542-2704 Date Paid: 12/06/2017 Phone: 540-892-3323 Work Desc: REPLACE 3 WINDOWS S/S CONTRACTOR S APPLICATION FEES MORGAN EXTERIORS INC BUILDING FEE 75.00 , � � � z'�� Ins ections e uired FOOTER 2ND ROUGH PLUMB MISC INSULATION 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 frst 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 pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. �P � ONT�OR SIGNATURE PERMIT OFFI R 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 ' Date Received � j�— phone Co�rtact for Permitting � — f0� Owner'sName 1/(f NE� i G//W/,R.D OwnerPhoneNumber 0' Owner's Address (�f D I$TH Owner Phone Number Fee Sfmple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOBADDRESS 13O � TN ZC � � � rZ )��7 LOT# � SUBDNISION zEY !cF�Z� PARCEL ID#� '0�6� ��O O' �On ��%O�Q (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSiR e ADD/ALT Q SIGN Q Q DEMOLISH 1 INSTALL REPAIR PROPOSED USE Q SFR Q CAMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK RLr�L G 3 W�N��W i B� �� BUILDING SIZE SQ FOOTAGE� HEIGHT � � /�l%'Y �BUILDING $ Q Q VALUATION OF TOTAL CANSTRUCTION -=�-� R�o, DELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q ,W.R.E.C. QPLUMBING $ QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �n� � . � QGAS Q ROOFlNG Q SPECIALN Q OTHER FINISHED FLOOR ELEVATIONS ROOD ZONE AREA QYES NO BUILDER COMPANY /�d1,�7A/v �'XTL'2Je2 � �. SIGNATURE REGISTERED Y/ N FEECURRE� YIN I� Address / /ti/. �t 0�/Z f f}V� License# G'1 G �� I ELECTRICIAN COMPANY I SIGNATURE REGISTERED Y I N FEE CURRE� Y I N iAddress License# I PLUMBER COMPANY SIGNATURE REGISTERED Y! N FEECURRE� Y/N iAddress License# MECHANICAL COMPANY SIGNATURE REGISiERED Y/ N FEECURREA Y!N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License# 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-0-W Permit for new construction, Minimum ten(10)working days after submittai date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facildies 81 dumpster,Site Work Permft for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-0-W Permit for new construction. Minimum ten(10)worldng days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facildies&1 dumpster Site Work Permd for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required forall NEW construction. Directians:• Fill out application completely Owner&Cordractorsign backofapplication,notarized If over$2500,a Notice of Commencement�required. (A7C upgrades over$7500) " Agent(forthe contractor)or Power of Attomey(for the ovmer)�nould be someone wdh notarized letter from ownerauthoriLng same OVER THE COUNTER PERMRTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurveylFootage) Driveways-Not over Counter if on pubiic roadways..needs ROW \ ; • ' NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" i 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 Divisiort—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 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 pefformed 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,WaterM/astewater 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-Welis, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill. - - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A°, it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and 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 O�cial 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 1MTH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT FLORIDA JURAT(F.S.117.03) OWNER OR AGENT KY'L� e�pKNSbA/ CONTRACTOR K�GE .7Bk►t/S Q Subscri6ed and sworn to(or affirmed}before me this Sub i sworn,ty�o.r¢f�r�gf�or�e�t�i is _ bY �by�G I�C�_/QYll4)�Y�7 Who islare personally known to me or has/have produced Who is/are personallyknown to me or haslhave produced as ident'rfication. as idenYrfication. Notary Public Notary Public Commission No. Commission N . � � f Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped �ti1ii�� `aoP�Y.Pu("= Comm ssion#GG072718 ;;`•.��; 'Expires: Feb. 13, 2021 ��o��?.�� Bonded thru Aaron Notary _ ,� ' � i IIIIII Illll IIIII IIIII IIIII IIIII IIIII IIIII Illll IIIII f III IIII 'THIS INS i P,U T PREPAR HY: � 2017167478 � Name: , Address: •- -- � Rcpt:1903871 Rec: 10.00 � � D5: 0.00 IT: 0.00 � `�� 10/24/2017 K. D. K. , Dpty Clerk PpULp S 0'NEIL,Ph.D.PRSCO CLERK & COMPTROLLER PermiE Number: - 10/24/201 1:53am 1 of 1 i Parcel_lD Number. o�o�p � OR BK ��23 P� 1149_ � The undersigned hereby gives notice that imp�ovement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,t�e following information is provided in this Nofice of Commencemen� - 'I. D SC PTION PROPERTY:(Legal es on e o e and street dres if a aiia le �7r �n�, �u.� �� C� I 4l-1�a �-.a�-�� o��I�?v��'s a8l� 6 2. GENERAL DESCRlPTION�IMPR VEI�VIEIVT. � 3. OWNER 1NFORM ON OR LE5 1 FOR ATIO IF THE L SSEE CO 'fRACTED FOR T E,j�}P�tO MENT• Name and address: � �T� [ Interest in praperty: � — BL.t3Y�r' • Fee Sirnpie Title Noider(if other than owner I'�sted above)Na Address: � 4. COPlTf?AC70R:Narne: Pfione Number_ Address: 5. 5UREN(li app(icable,a copy of the payment bond ts attached�:Nam : Address: Amount of Bond: 6. LEIVDER:Name: Phone Number. Address: , 7. Persons within the Sfate of Florida Designated by Owner upon whom n�tice or other documents may be served as provided by Section 713.13 1 a 7 lorida Statutes. Name:(� � - Phone Number. Address: e. !n addition,Owner designates of to receive a copy of the Lfenor's Notice as provided in 5e�tion 713.13(7)(b),Florlda Statutes.Phone number. 9. Expiration Date of Notice of Commencement(The expiration Is 1 year fram date of recording unless a difFerent date is specified) .WARNING TO OINNER: ANY PAYMENTS MADE BY 7HE OWNER AFTER THE �PIRATiON OF THE NOTICE OF COMMENCEMENT.ARE CONSIDERED IMPROPER PAYMEhiTS UNDER CHAPTER 713, PART l, SECTION 713.13, FLORIDA STATUTES,AM1fO CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TQ YOUF2 PROPERTY.A IVOTICE OF COMMENCEMENT MUST 8E RECORDED AND POSTED ON 7HE J08 SiTE BEFORE THE FlRST INSPECTION. IF YOU tNTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENC(NG WORK OR RECORD{NG YOUR NOTICE OF COMMENCEMENT. � �.,....�.,/ X �1i�„✓� ��1ru�/�i � (Signature o[Ovmer cr Lessee,ac O�mets ar Lessee's (Prfnt Name and Ptavlde Signatary's TillefOKee� Autltarized dffieed�i�eetorlParfnedManager) State pf ��i t L�fA. Counly of � • 'I The foregoing Snstrument w s acknowle ged before me this day oi �`� -- .20 j bY (�(,� S . Who fs personaNy koown to me❑ OR Name ot P 4 5latemen � � � � /� /�` �` �y � who has produced idenGflcatian type�of identincatton produced: 6 7 � II �P�!�'��/,�.,, Susan Moseley � =?�� Commission#GG072718 . � °",�• �='Expires: Feb. 13, 2021 ` �� ' Bonded thru Aaron Notary No s��g`,� j '�•",;��R��` � , -- --�--- -- -- –- - --- --�-------- � ��` � � ° Q� �' ° 's�,� " ��.�� '��+ � ,�� C � Sv � ��.. �` �1TY OF Pf� � .z- ��``�'iVe 7r,ui o o ;.`iGod ,e.,, ' � �TATE OF FL�4a9D��f�Olj � ,.,. THIS 1S TO CFRTIFY THAT THE FOREGOING IS A �' � "'. � RECORD IN THIS OFFICE �� ,F; -' TRUE AN�GdRRE�T CO P Y OF THE DOCUME�T �� -• � OR OF PUBLIC �TH1S a�� , ON F ILE '�' � - � �� WITNESS MY HAND AND OFFICIAL SE 2� ��pp 'f`t DAY OF MPTROLLER _.�—��N L PAU DEPUTY CLERK BY 1 so t p�. • ,r.'�/ � r. _mu_�n�. �.�. cs�l/ .°��;.w v� M __ '� ' jE t�t u I�� - � Si r �1, � �ti: "+�:a:"a'.... City af Zephyrhills BUILDING PLAN REVIEVV CQN�IENTS Contractor/Horneowner: � !.�� r� Date Received: � 0 Site: �� —�—r Perrnit Type: �„�,Q�%/�.'.- � ,�,�f t /t.r��t.s S Approved w/na comrnents:❑ Approved w/the below camments: ❑ Denied w/the below comments: � This comrnent sheet shall be kept with the permit and/ar plans. Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present} I _ f,7V�N� f ��%►�r �'D�✓ARps http://search.pascopa.com/traverse.aspx?parcel-2�26020 �p`�t� l`�rN S%• 19000000C ��phr��LZ�S , Fc ��'S'� + . _ . � �� 6 _�.,,..._,'"'�,�,-��.-.�... 32 1, sz �z u� �� zo �� = ZT � r �T Z'� 16 �- �� 2� 1 ! 2 3 �.._. ��xl��? 6 PF�pg 14 6 A�LL WORK SHALL C�MPLY 1rVITH PE3EVAILING ', a y�a X U� �'Y Sf`� COQES FLORIDABUILDIPIG COD�, NATION,�L EL�CTRIC CODE, AND THE CI'i'Y UF�EPHYRHILLS � y(g 1C �O � /"Gtvre, ORDINANCES 3 a`y�`a X �° �y S� ��vi�w ��a-r -, r'7 CITY OF ZEPHY � PLAN EXAMINE tl 11/2I/2017,2:I6 PM _..... ._....,... ..., . . . ...._.__._....�.,, . , ,� .�r �rir ^� ;t+ �.. r n (� o ?5. 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Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# FL5 4-R18 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived �� Product Manufacturer Simonton Windows Address/Phone/Email 3948 Townsfair Way Columbus, OH 43219 (614) 532-3596 luanne.harris@simonton.com Authorized Signature Luanne Harris luanne.harris@simonton.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Su ite 200 Columbus, OH 43219 (614) 532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg,IL 60173 (847)303-5664 webmaster@aamanet.org Category i ows Subcategory Single Hung 1 Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S 2/A440 2005 AAMA/WDMA/CSA 101/I.S 2/A440 2008 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer orArchitect FL5414 R18 Equiv SimEx-PVC-Eauivalencv.pdf Product Approval Method Method 1 Option A Date Submitted 04/12/2017 Date Validated 04/18/2017 1 of 3 11/21/2017,2:55 PM FloridaBuilding Code Online http.//www.floridabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQ... r ' Date Pending FBC Approval Date Approved 04/20/2017 Date Revised 08/28/2017 Summa of Products FL# Model,Number or Name Description 5414.1 41-18 ProFinish Brickmould 300,PerfeXion BM 300 Vinyl Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL3414 R18 C CAC 41-18 SH 36x63 R45(ext.).pdf Approved for use outside HVHZ:Yes FL5414 R18 C CAC 41-18 SH 36x76 R50 (ext.).pdf Impact Resistant: No FL5414 R18 C CAC 41-18 SH 44x63 R35 (ext.).pdf Design Pressure: N/A FL5414 R18 C CAC 41-18 SH 44x63 R45.odf Other:48x80(+/-25 PSF), 53x71 (+/-30 PSF),44x63 (+/-35 FL5414 R18 C CAC 41-18 SH 48x72 R40.pdf PSF),48x72 (+/-40 PS�,36x63 (+/-45 PS�,44x63 (+/-45 FL5414 R18 C CAC 41-18 SH 48x80 R25 (ext.l.pdf PSF),36x76 (+/-50 PSF) FL5414 R18 C CAC 41-18 SH 53x71 R30 (ext.l.pdf Quality Assurance Contract Expiration Date 09/26/2020 Installation Instructions FL5414 R18 II IN0228 41-18 SH 2X.pdf FL5414 R18 II IN0285-R2 41-18 SH 1X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5414 R18 AE EvalReport-IN0285-R2.pdf Created by Independent Third Party:Yes 5414.2 41-18 ProFinish Brickmould 300,PerfeXion BM 300 Vinyl Twin Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5414 R18 C CAC 41-18 SH Twin 73x74 R PG50.odf Approved for use outside HVHZ:Yes FL5414 R18 C CAC 41-18 SH Twin 73x74 R45 (ext.).pdf Impact Resistant: No FL5414 R18 C CAC 41-18 SH Twin 89x63 R30.pdf Design Pressure: N/A FL5414 R18 C CAC 41-18 SH Twin 96x80 R25.odf Other:96x80(+/-25 PSF�, 89x63(+/-30 PSF),73x74(+/-45 Quality Assurance Contract Expiration Date PSF),73x74(+/-50 PS� 09/27/2020 Installation Instructions FL5414 R18 II IN0230 41-18 SH T-Mulled Twin 2X.pdf Ve�ified By:American Architecturel Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by IndependentThird Party: 5414.3 41-18 ProFinish Brickmould 300,PerfeXion BM 300 Vinyl Triple Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5414 R18 C CAC 41-18 SH Triple 109x63 R35 lext.l.odf Approved for use outside HVHZ:Yes FL5414 R18 C CAC 41-18 SH Twin 109x72 R PG45.�df Impact Resistant: No Quality Assurance Contrect Expiration Date Design Pressure: N/A 03/08/2021 Other: 1�9x63 (+/-35 PSF� or 109x72 (+/-45 PS� Installation Instructions FL5414 R18 II INOZ32 41-18 SH T-Mull Triole 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5 4.4 43-06/43-17 6060 VantagePointe, ProFinish Builder, ProFinish Contrector, ProFinish Master,Grand Estates Contrector,PerfeXion Contrector � Vinyl Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5414 R18 C CAC 43-06 SH (Fin -Finless)36x84 RSO.pdf Approved for use outside HVHZ:Yes FL5414 R18 C CAC 43-06 SH (Fin-Finless)48x72 R PG40.pdf Impact Resistant: No FL5414 R18 C CAC 43-06 SH (Fin) 32x62 R50 (ext.).pdf Design Pressure: N/A FL5414 R18 C CAC 43-06 SH (Fin)36x63 R45(ext.).pdf Other:36x72(+/-25 PS�,48x80(+/-25 PS�,36x63 (+/-45 FL5414 R18 C CAC 43-06 SH (Fin)36x72 R25 (ext.�pdf PS�44x63(+/-35 PS�,36x74(+/-35 PS�,53x71 (+/-35 FL5414 R18 C CAC 43-06 SH (Fin) 36x74 H R35.pdf PS�,48x72 (+/-40 PS�,44x63 (+/-45 PS�,36x84 (+/-50 FL5414 R18 C CAC 43-06 SH (Fin)36x74 H R50.pdf PS�,36x74(+/-50 PS�,32x62 (+/-50 PS� FL5414 R18 C CAC 43-06 SH fFin)44x63 H R35.pdf FL5414 R18 C CAC 43-06 SH (Fin)44x63 H R45.pdf FL5414 R18 C CAC 43-06 SH (Fin)48x80 LC25.pdf FL5414 R18 C CAC 43-06 SH (Fin) 53x71 R35(ext.�pdf � FL5414 R18 C CAC 43-06 SH (Finless)36x74 R50.pdf FL5414 R18 C CAC 43-17 SH (Finless)48x80 R25.pdf FL5414 R18 C CAC 43-17 to 43-06 Waiver.odf Quality Assurance Contract Expiration Date 12/20/2020 2 of 3 11/21/2017,2:55 PM Florida Building Code Onlme http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ.. �- _ � � Installation Instructions FL5414 R18 II IN0160 43-06 43-17 SH 2X.pdf FL5414 R18 II IN0242-R4 43-06 43-17 SH 1X.odf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5414 R18 AE EvalReaort-IN0242-R4.pdf • Created by Independent Third Party:Yes 5414.5 43-17 ProFinish Contrector,ProFinish Master,PerfeXion Contractor, Grand Estates Contractor Vinyl Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5414 R18 C CAC 43-17 SH 36x76 R50.pdf Approved for use outside HVHZ:Yes FL5414 R18 C CAC 43-17 SH 36x96 R PG50.adf Impact Resistant: No FL5414 R18 C CAC 43-17 SH 44x63 R35.pdf Design Pressure: N/A FL5414 R18 C CAC 43-17 SH 44x96 R PG20.pdf Other:48x80(+/-25 PS�,44x63(+/-35 PSF�,36x76(+/-50 FL5414 R18 C CAC 43-17 SH 48x80 R PG25.pdf PSF),36x96 (+/-50 PSF�,44x96 (+/-20 PS� Quality Assurance Contract Expiration Date 07/11/2021 Installation Instructions FL5414 R18 II IN0162 43-17 SH 2X.pdf FL5414 R18 II IN0244-R3 43-17 SH 1X.pdf Verified By:American Architecturel Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5414 R18 AE EvalReport-IN0244-R3.pdf Created by Independent Third Party:Yes 5414.6 43-17 ProFinish Contractor,ProFnish Master,PerfeXion Contractor, Grand Estates Contractor Vinyl Twin Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5414 R18 C CAC 43-17 SH Twin 73x63 R35.odf Approved for use outside HVHZ:Yes FL5414 R18 C CAC 43-17 SH Twin 73x74 R PG45.pdf Impact Resistant: No FL5414 R18 C CAC 43-17 SH Twin 89x63 R30.pdf Design Pressure: N/A Quality Assurance Contract Expiretion Date Other:89x63(+/-30 PSF), 73x63(+/-35 PS�,73x74(+/-45 07/10/2021 PSF7 Installation Instructions FL5414 R18 II IN0161 43-17 SH T-Mull Twin 2X.vdf Verified By: American Architecturel Manufacturers Association Created by IndependentThird Party: Evaluation Reports Created by IndependentThird Party: Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone: 650-487-1824 The State of Florida is an AA/EEO employer.Co�v�ght 2007-2013 State of Florida. ::Privacv Sta[ement :AccessibilitKStatement.:Refund Statement Under Florida law,email addresses are public rewrds.If you do not want your e-mail address released in response to a public-remrds request,do not send electronic mail to this entity.Instead,mntact the office by phone or by treditional 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 dick h�I�. Produd Approval Accepts: ��C�� Credit Card - Safe I 3 of 3 , 11/21/2017,2:55 PM ,. q 3 ,�1{1�71711ery/�/ 2 1 ��,,5•��GEN � G,i�i ft�. HEVISIONS: EVI$D BY DATE: MODEL DESIGNATION• Simanton Single Hung Series 43-a6 / 43-17 Ynyl �ndow �•(�P:•�,� S�c••:Qy� 01/as/2o77 � MAXIMUM OVERALL NOMINAL SIZE• See Size Chart ��J:' 't�r LUCAS A, 7URNER, P.E. t t75 wAs iNcapRECnY ue�0 t3o. T.O.D. ot/21/oe - „�� Mo 582D1 �:13,�, LUCaS � pE �{ 58201 " Tumer TURNER ENGINEERING & Z UPOATED SIZES PFfi NEW TE57 REPO(i75, r.o.o. ia/i2/as DESIGN PRESSURE RATING• See Size CF70ff �,II; * ,•a` 2017-01-� CONSULTING, INC. 5 UPDAiE ANCHOR NOTES LMH OB/18/15 "p: S7ATE OF ,<l1" ��'�+�9:00 (COA� 29779) USAB ONFl• RATION � O %Q•, �!V� 1239 JABARA qVE, 4 AOOED SIZE TO CHART. LMH Ot/OS/17 K 4�'��.'��q�pP:��`Q NORTH PORT, FL 34288 PH. 941-380-1574 �ENERAL DESCRIPTION: The head and side jambs are extruded PVC. The wall thickness through ,'',ssh i ii��`` which the anchor screw penetrates fs a minimum of 0.090". I MIN. ED(� DIST., SEE NOTE 2 CONCRETE INSTALLA710N ANCHOR MASONRY (SEE NOTE 2) SILICONE CAULK •• MIN. EMBFD. s.�� 8,. (EXT.PERIMETER) ` SEE NOTE 2 e � �. e INIERIOR 1%WOOD BUCK SASH 7RACK a wT�A� INSTALLATION ANCHOR, SIUCONE CAULK � SEE NOIE 2 (INT. PERIMETER) �X Vr470D BUCK 0 �� EXTERIOR SILICONE CAULK �o SASH TRACK 1/4' MAX. SHIM (INT. PERIMElER) 1/4" MAX. SHIM CONCRETE � HEAD MASONRY _ -f Toa�TE � ioP�re f- . :" .� 1/4�MAX. SHIM � INT.iRAIX INT.TRACX + � PECORA 896 �' PECORA 896 S1F2UCTURAL GRADE INSTALLATION STRUCTURAL GRADE SILICONE CAULK ' ANCHOR, = INSTALLAlION ANCHOR, W SIUCONE CAULK (SILL INIERIOR) SEE NOTE 2 •ti�+• SEE N07E 2 � � (SILL EXTERIOR) � � �. t:.,';•; t" 1% WOOD BUCK � — — — � �� MIN. EDGE DIST., � CONCRETE ��,'• SEE NOTE 2 MASONRY I SILICONE CAULK � 1 SILL MIN. EMBED. (EXT, PERIMEiER) � M SEE NOTE 2 � '= NOTES: C� JAMB --�BOTTO�e UiE �BOTiOM Ll1E f- 1.Thls Installatlon has been evaluated for use In locellons edhering[o the Floride Bullding Code outelde the HVHZ,and where pmesure requlrements as detertnlned ty ASCE 7 Mlrilmum Deslgn Loads for ExL TRpqC E%f.7Rnpc Buildings and Olher S WcWres du not ezceed Ihe dasign plassure ratings herein, � '� 2.For arichoring[o solid unaackad concrete(min.compressive strength of 2000 psi),use 3/16'ITW Tapcons witti 1"min.embedment and 1-1/8'min.edge distance.For an orin�q to uncracked,hdlow or grout�lled concre[e masonry units(mniomting with atreng�h requlrements of ASTM C90,117 PCF min.density),use 3176'ITW Tapcons witl�1'rtrin.embedment and 2"m�edge distance.A minimum center-tocenter spacing of 3°shall 6e malntelned between all ITW Tapcons In any dltectlon.For anchoring to wood(Southem Plne or G=0.55 min.),use iJ10 xrood spews wtih 1�/8"min.em6edment and � 'a 7/8"min.edge dlsfence. ' 2 -}- 3.All Intedor end ezledor perlmeter surfaces af the wlndaw must be raulked, I 4.Anchar type,slze,spacing,em6edment,and edga dlstance shall be as spedlled In Ihese drawings. 5.Anchor em6edment to substrale shall be beyond wall dressing or e[ucco.For masonry openings with wood bucks less Ihan 1-1/2"thkk embedment ehall be beyond xrood bucks,i(used,and Inlo masonry substrate.Wood bucks wlth masonry aro optlonal. fi.Wood or masanry openlnc�s,bucks,and buck fasteners.by othera,shall be properly deslpned and Installed fa transfer vAnd bads to tl�e structure. a 7.The responsihllky for seledlon of Simontan producls to meet any appllcable bcal laws,bullding codes,arcllnances,or other safely iequlremenls rests sdelyw{th�ha archilect,bullding owner,ar mntractor, "W�MAX.OVERALL FRAME N7DTH 8.Shlms are requlred whefe paps of grea�er then 1/76"exlst 6elwaen opening end frame.Max.shim stack Is 1/4" Shims shall be load-bearing and mpable af iransferring Iwds to tha subshale. 9.When used in areas requirin9�mpact protedinn,[his producl requires ihe use o(approved impact resistent shu[lera orotl�er extemal protection. A �ZE CHAftT 10.SeaGng end flashing by alhers should be applied using Ihe ASTM E 2112 malhodology appropriale far Ihe opening into which the product Is being installed.Ovarall water penetration resislance of the Installed product Is nol oddressed In lhis dmvAng ond Is lhe reaponslblllty o(athate. A OVERALL SIZE 11.Glazing shall comply wlUt ASTM E 1300-04 N7D7H HEICHT DP RATINC 12,All fasleners penelmllrg Into pressure treeled wood shall be capable of preventlng corroslon due to reacqon wllh pressure lreatment chemlcals.Any dlsslmllar maledals Ihat come Inio conlact shall be � H� proteaed lo prevent reacllone In aocordance wlth code requlremenls. 36' �2� fp5 PSF 13.A wind load duralion factor Cd=1.6 was used tor Ihe analysls of wood screws only. �• 80• 14.Products shall be canstructed ae specifed in test raports B0881.01-50147-r0,C3504.01501-07-r0,C0835.01-501-07-r0,C3505.01-501-47-i0,C0837.01-108-07-r0,C4260.01-109-07i0, C4258.01-109-07t0,C0826.01-109-47-r0,C658fi.01-109-47�r0 and B7729.01507�47-r1 by Nchilectural Tes6ng,Inc. 44° 63" 36' 74" f35 PSF 53' 71" �� ////jjj : : DISCLOSURE STAIEMFNT MS FlN131: (�JSIMONTON� B INOZ4Z ¢� 36° 63° This dowment i !ha propvty of Stmantm Wndo�n,Miich Dimensionol Tderances f45 PSF retutns all proprlet�y md other rlqhts to Its eubject motter. Unless Otherwlee Soecitietl fU W � �� u o w 5 DRAwN BY: OATE: ��.�.�.Yr� r.o.o. oz/so/oe 44 6J i mt ia providod!o Iha recipimt an tha e:preased OY k TEMPFR: p1Eq(ED BY:0 TE; conCitian thot it is not lo be diadoeed,reproduced M whWe or Painsboro,R'V 26415 36� 84" parl,nor uaed In conj�nctfon with Ne design,manufoctun or U . Declmale Mglea SCAIE: SNEET: APPR 0 9Y:OATE: rePaa oi eooas for onyone othef Man Simrntan Wlntlo�e � 36" 74` t50 PSF w(thout ita consant. Thia resWction daes nol Iimit the %t,03 FlT � °�� 3Z° 62" racipimt'e righte to utBize'IarmaUvn containad in fhia ' XX t Ol 0' 30 min. ��ES: Aocument whitli ie propeAy obtatned han anather eource. NISH TREAiM NT: •X%X t.005 43-OB/43-17 9Nq.E HUNG FlLE:IN0242 Tn'E' 4 3 _ 1X BUCH INSTALLATION 2 � FlaridaBuildmg Code(Jnllne http:llvvww.floridabaildmg.arg/prlpr app dtl.aspx?param=wGEVXQ._. . , ' „�,�,p;, ,.��,�� ` ` ,� �� `�°�� i�� :, � : _. , � � BCIS Home I Log In �User Registration I Hot Topics ( Submit Surcharge I Stats&Facts I Publiptions ': F6C Staff I BCIS Site Map I Links I Search I ��! �br�a y' ,a,�Product Approval i M USER:Public User #�:��s`?s. . ' Product Aoproval Menu>Product or Apptication Search>A�,g4ication List>Ajyplication Detall FL# L5177- App}ication Type Revisian Code Version 2014 Rpplicatian StaYus Appraved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the PdC and/or the Cqmmission if necessary. Comments Archived � Product Manufacturer Simonton Windows AddressJPhoneJEmai! 3448 Townsfair Way Columbus, OH 43219 (614)532-3596 luanne.harris@simanton.com Authorized Signature luanne Harris 3uanne.harris@simonton.com Tec6nical RepresenYative Luanne Harris AddressJPhane/Email 1 Cochrane Ave Pennsboro,WV 26415 {614}53�-3546 ivanne.harris@simonton.cam Quality Assurance Representative RAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg,I1.60173 (847)303-5664 webmaster@aamanet.org . ' Category indows Subcategory Eixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectura!Manufacturers Association Referenced Standard and Year(of Standard) Standard year AAMA 450 2020 AAMAjWDMAjCSA 101JI.S 2JA444 2008 ASTM E 1300 2004 Equivalence of Product Standards Certified By Florida Licensed Professiana(Engineer or Architect FL5177 RZ3 Equiv SimEx-PVGEctuivalencv.odf Product Approval Method Method i Option A Date Submitted 04j12J24i7 Date Validated 04/17/2017 1 of 5 1112112�I7,2:57 PM FloridaBuilding Code Online http.1/www.floridabuilding.orglprlpr_app dtl.aspx?param=w('.zEVXQ... , f ' Date Pending FBC Approval Date Approved 04/17/2Q17 . Date Revised 08j28J2017 Summ�roducts . ,� Model,Number or Name Des+cription `� �5i77.i 07-04,Q7-10,07-2p (Retrofit Reflectians 5500,Prism Platinnm,Sears 93dd,Impressions � Installation) 9800,Generations,Grand Estates Premier, Grend Estates Premium Plus, PerfeXion Platinum Grandura Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F1.5177 R21 C CAC 07-p9 PW 37x84 R PG50 (ext,.�pdf Approved for use outside HVHZ:Yes FL5177 R21 C CAC 07-09 PW 74x63 LC55.adf Impaot Resistent:No F�5177 R21 C CAC 07-09-10-20 and 08-04-SO-2d Waiver.adf Design Pressure: N/A Quality Assurance Contract Expiration Date Other:74x63(+/-55 PS�, 37x84(+/-50 PSF'� O6/23/2019 Installatio»Irsstructians FL5177 R21 II IN0108 07-09 07-10 07-20 PW 2X.pdf FL5177 R21 II INO111-R7 07-09 07-10 07-20 PW 1X.pdf Verified Sy:American Architectura!Nlanufaciurers Assaciation Created by Independent Third Party: Evaluation Reports FL5177 R21 AE Eva[Re�art-ZRf4211-R7.pdf Created by Independent Third Party:Yes 5177.2 Q7-20(Nailing Fio Tnstallation) Refiectians 5500, Prism Platinum,Sears 9300,Impressions 9800,Generatians,Grand Estates Premier,Grand Estates Satect, PerfeXion Platinum,Grandura Vinyl Fixed Window Limits af Use Certificatia»Agency Certificate Approved for use in HVH2: No FL5177 R21 C CAC 07-20 PW 96x72 it PG45(ext.}.pdf Apprpved for use outside HVHZ:Yes FLS177 R21 C CAC 07-20 PW 37x84 R50.pdf ImpacY Resistant:No Et5177 R21 C CAC 07-2Q PW 74x63 R PG6Q text.}.Qdf Design Pressure: NJA Quality Assurance Contract Expiration Date Other:96x72(+/-45 PS�, 37x84(+/-50 PSF'�, 74x63 (+/-60 11/ql/2019 PSF� Installation Ins#ructions FL5177 R21 Ii IN0514 67-20 PW 2X.pdf Verified By:American Architectural Manufecturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party• 5177.3 07-?5,07-09,07-10, Q7-ZO Reflections 5540,Prisrn Platinum,Sears 9300,Imprassions 9800,Generations,Grond Estates Premier,Grend Estates Premium Plus, Grandure, PerfeXion Platinum,6500 VantagePointe Vinyl Fixed Windaw Limits af Use Certification Agency Cer#ificate Approved for use in HVHZ:No FL5177 R21 C CAC 07-09-SO-2p and 08-08-10-2Q Waivecpdf Approved for use outside HVHZ:Yes FL5177 R21 C CAC a7-75 PW 63x63 LC PG50�ext.2�pdf Impaot Resistant: No FL5177 R21. C CAC 07-75 PW 72x63 LC PG60 (e�ct.2�pdf Design Pressure: N/A FLS177 R21 C CAC 07-76 PW 96x72 LC PG45 (ext.2).odf Other:9bx72(�i-1-45 ASF}, 63x63{+J-50 PSh"�,72x63(+J-50 Quality Assurance Contract E�cpiratian Date PSF} 11/18J2018 Installation Instructions FL5177 R21 II IN0222 07-75 47-04 07-14 Q7-ZO PW 2X.pdf Verified By:American Architectura)Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5177.4 08-08 ProFinish Contrector/Master,Grand Estates Corstrector,PerfeXian Contractor Viny1 Fxed(No Nir�ge) Casement Limits af Use Certification Agency Certificate Approved for use in HVHZ:No FL5277 R21 C CAC 08-08 PW(Fin) 74x63 LC PG55.pdf Approved for use outside HVH2:Yes FL5177 R21 C CAC 08-OS PW(�Fj�}9fix72 LC PG25.pdf Impact Resis#ant: No Quality Assurance Contract Expiration Date Qesign Pressure:N/A �4/26/2022 Other:46x72{-FJ-25 PS�,74x63{+J-55 PSF} Znstellatian Instructions FL5177 R21 II IN0328 0$-08 NH 2X.pdf Verified By:American Architectura!Manufacturers Associatlon Created by Independent Third Party: Evaluation Repor'ts Created by Independent Third Party: 5177.5 08-09,08-10,08-ZO Reflections 5500,Prism Platinum,Generations,Impressions 9440/9800,Sears 9300, 6100/6500 VantagePointe,Grand Estates Premium Plus,PerfeXian Pfatinum,Grandura Vinpl Fixed (No Ninge)Casement 2 of 5 11121/2Q17,2.57 PM FloridaBuilding Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ... � f ' Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5177 R21 C CAC 07-09-10-20 and 08-09-SO-20 Waiver odf Approved for use outside HVHZ:Yes FL5177 R21 C CAC 08-09 PW 80x63 R PG55 (ext 2) adf Impact Resistant: No FL5177 R21 C CAC 08-09 PW 96x72 R PG40 (ext 2}�df Design Pressure: N/A Quality Assurance Contract Expiration Date Other:96x72(+/-40 PSF), 80x63(+/-55 PS� SO/15/2018 Installation Instructions , FL5177 R21 II IN0329 08-09 NH 2X.pdf ' •FL5i77 R21 II IN0456-R3 08-09 NH iX�df Verified By:American Architecturel Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5177 R21 AE EvalReport-IN0456-R3 odf Created by Independent Third Party:Yes 5177.6 41-18 ProFinish Brickmould 300, PerteXion BM 300 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5177 R21 C CAC 41-18 PW 80x48 LC55 odf Approved for use outside HVHZ:Yes FL5177 R21 C CAC 41-18 PW 96x63 C50 odf Impact Resistant: No FL5177 R21 C CAC 41-18 PW 96x72 LC30 odf Design Pressure: N/A Quality Assurance Contrect Expiretion Date Other: 96x72(+/-30 PSF�, 96x63(+/-50 PSF�, 80x48 (+/-55 05/21/2021 PS� Installation Instructions FL5177 R21 II IN0237 41-18 PW 2X odf Verified By:American Architecturel Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5177.7 41-18 ProFinish Brickmould 300, PerFeXion BM 300 Vinyl Fxed Window Twin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5177 R21 C CAC 41-18 PW Twin 73x74 R50 odf Approved for use outside HVHZ:Yes FL5177 R21 C CAC 41-18 PW Twin 89x63 R30 df Impact Resistant: No FL5177 R21 C CAC 41-18 PW Twin 97x80 R25 odf Design Pressure: N/A FL5177 R21 C CAC 41-18 PW Twin 97x80 R40 df Other:89x63(+/-30 PSF�, 97x80(+/-40 PS�,73x74(+/-50 Quality Assurance Contract Expiration Date PSF), 97x80 (+/-25) 04/05/2021 Installation Instructions FL5177 R21 II IN0240 41-18 PW Tri�le 2X pdf Verified By: American Architecturel Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5177.8 41-18 ProFinish Brickmould 300,PerfeXion BM 300 Vinyl Fxed Window Triple Limits of Use Certification Agency Certificate Approved for use in HVH2:No FL5177 R21 C CAC 41-18 PW Triple 109x63 R PG35(ext Zpdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/26/2022 Design Pressure: +35/-35 Installation Instructions Other: 109x63 FL5177 R21 II IN0310 41-18 PW Triple 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by IndependentThird Party: 5177.9 42-19 ProFinish Brickmould 600, PerteXion BM 600 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5177 R21 C CAC 42-19 PW 74x63 R PG50 (ext 1 pdf Approved for use outside HVHZ:Yes FL5177 R21 C CAC 42-19 PW SOx48 R PG50 (ext,�pdf Impact Resistant: No FL5177 R21 C CAC 42-19 PW 96x72 R PG35 (ext�pdf Design Pressure: N/A Quality Assurence Contrect Expiration Date Other:96x72(+/-35 PS�, 74x63(+/-50 PS�, 80x48 (+/-50 09/08/2019 PSF) Installation Instructions FL5177 R21 II IN0154 42-19 PW 2X odf Verified By:American Architecturel Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5177.10 42-19 ProFinish Brickmould 600, PerfeXion BM 600 Vinyl Fixed Window Twin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5177 R21 C CAC 42-19 PW Twin 97x80 R PG35 (ext�pdf Approved for use outside HVHZ:Yes Quality Assurance Contrect Expiration Date � 3 of 5 11/21/2017,2:57 PM FlondaBuildulg Code Online http.!/vvwwflondabuilding.orglpr/pr_app dtl.aspx?param=wCrEVXQ... f 1 ' Impact Resistant:No il/O1/2019 � Design Pressure:+351-35 Installation Instructians Other:97x80 FL5177 R21 II INOl55 42-19 PW Twin 2X.pdf Verified By:American Architectural Manufacturers Association Created by Fndependent Third Party: Evaluation Reports Created by IndependentThird Party: 5i77.11 42-19 ProFinish Bricicmould 640,PerfeXion BM 600 Vinyl Fxed Window Triple Limits qf tlse _ CertificaYian Agency CertiEecate Approved for use in HVHZ:No F15177 R21 C CAC 42-19 PW Tripie 209xT4 R PG35{ext.).adf Approved for use outside HVHZ:Yes Quality Assurence Contract Expiretion Date Impaot Resistant:No li/QS(2019 Design Fressure: +35J-35 Ir�ss#altatian Instructions Other: 109x74 FL5177 R21 II IN0156 42-19 Triple 2X.pdf Verified By;American Architectu�al Manufacturers Association Created by Indepettdent Third Party: Evaluation Repor#s Created by Independent Third Party: 5177.12 43-06 ProFinish Bui(der, PerfeXion Bulder,6060 VantagePointe Viny� Fixed Windaw �imits of Use Certifecation Agency Cer#ificate Approved for use in HVHZ: No FL5177 R21 C CAC 43-06 PW(Fin) 72x63 R PGSq (ext.�.pdf Approved for use outside HVHZ:Ye$ FL5177 R21 C CAC 43-06 PW(Fin) 96x72 LC30,pdf Impac#Resis#ant:No Ft5377 R21 C CAC 43-06 PW 4$x53 R50{ext.}.�df Design Pressure: N/A FL5177 R21 C CAC 43-06 PW 96xfi3 R45(ext.).pdf Other:96x72(+/-30 PS�, 96x63(+/-45 PSF),72x63 (+/-50 Quality Assurance Contraat Expiration Date PSF},48x63(+J-50} 44J421Z014 Installation Instructions FL5177 R21 II IN0294 43-06 PW 2X.odF Verified By:American Architectura{Manu#acturers Assaciatioo Created by Independent Third Party: Evaluation Reports Created by IndependentThird Party: 5177.13 43-17 ProFinish Contractor/Master, PerfeXion Contractor, Grend Estates Contractor Vinyl Fixed Window Limets of Use Certification Agency Certificate Approved for use in HVHZ: No FL5 7,.�7 R2]� C CAC 43-17 PW(Fin) 74x63 R50.pdf Appraved far use autside HVHZ:Yes FL5177 R21 C CAC 43-17 PW{Fin} 46x63 R35.pdf Impac#Resistant:No FL5177 R2f C CAC 43-17 PW Fin}9bx72 CW PG30 Lxt}.pdf Design Pressure: N/A FL5177 R21 C CAC 43-17 PW(Fin-Finless) 80x48 R55.pdf Other:96x72(+/-30 PSF}, 96xfi3(+/-35 PSF),74x63 (+J-54 Quality Assurance Contract Expiratian Date PSF},$Ox48 (+J-55 PSF} 12J07J2d19 Installation Instructions FL5177 R21 II IN0088-R3 43-17 PW SX.pdf F�5177 R21 II INd27$43-17 PUV 2X.tsdf Verified By;American Architectural Manufacturers Association Created by Independent Third Party: Evaluatio»Reports FL5177 R21 AE EvalReoort-IN0088-R3.qdf Created by Tndependent Third Party:Yes 5177.14 43-35 61d0 VantagePointe,Asure,Prism Goid,PerfeXion Silver,Grand Estates,Vinyl Fixed Window l.imits oE Use Certification Agency Certificate Approved for use in HVHZ: No FLS177 R21 C CAC 43-35 PW 74x63 LC50.adf Appraved for use outside HVH2;Yes FL5177 R21 C CAC 43-3H PW 80x48 LC50.odf Impac#Resistant:No FE.5177 R21 C CAC 43-35 PW 46x72 lC40.pdf Design Pressure: NJA Quality Assurance Contract Expiration Date Other:96x72(+/-40 PSF), 74x63(+/-50 PSF),80x48 (+/-50 09/10/2021 FSF} Installation xnstructiorss Ft5177 R21 II INp094 43-35 PW 2X.odf Verified By:American Architectural Manufacturers Associa#ion Created by Independent 7hird Party: Evatuation Reports Created by Independent Third Party: 5l77.15 43-35 6100 VantagePainte,Asure,Frism Gotd,PerfeXion Silver,6rand Estates Vinyl Fxed Window Triple Limits af Use Certification Agency Certificate Appraved for use en HVHZ:No F15177 R21 C CAC 43-35 PW Tr�Ee 209x?2 R50 (ext.}.�df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiretion Date Impac#Resistant:No Ol/25f2021 Design Pressure: +SOJ-50 Insta[lation Insiructions 4 of 5 1 U2 U2417,2�57 F'M Florida Building Code Onhne http://www.flondabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQ... , , � ' Other: 109x72 FL5177 R21 II IN0356 43-35 PW Triple 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5177.16 43-35 6300 VantagePolnte,Asure,Prlsm Gold,PerfeXlon Sllver,Grand Estates Vinyl Fxed Window Twin with Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5177 R21 C CAC 43-35 PW Twin w Transom 73x111 R35 Approved for use outside HVHZ:Yes ext. . df Impact Resistant:No Quality Assurance Contrect Expiration Date Design Pressure: +35/-35 O1/25/2021 Other:73x111 In"stallation Instructions FL5177 R21 II IN0355 43-35 PW Twin w-Transom 2X.pdf Verified By:American Architectural Manufacturers Association Created by IndependentThird Party• Evaluation Reports Created by Independent Third Party: 5177.17 43-40 Reflections 5050/5300,Prism Bronze/Ultra Gold,Impressions 9400,6100 Vantage Pointe, PerfeXion Gold,Grand Estates, Grand Estates Plus Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5177 R21 C CAC 43-40 PW 74x63 LC50.odf Approved for use outside HVHZ:Yes FL5177 R21 C CAC 43-40 PW 80x48 LC50.adf Impact Resistant: No FL5177 R21 C CAC 43-40 PW 96x72 LC40.odf Design Pressure: N/A Quality Assuranoe Contract Expiration Date Other:96x72(+/-40 PS�, 74x63 (+/-50 PSF),80x48 (+/-50 10/05/2021 PS� Installation Instructions FL5177 R21 II IN0094 43-40 PW 2X.pdf Verified By:American Architectural Manufacturers Association Created by IndependentThird Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us:•2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1624 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida. .:Privacv Statement Accessibilitv 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 treditional 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 underChapter 455,F.S.,please click here Product Approval Accepts: �� Credit Card Safe. 5 of 5 11/21/2017,2:57 PM `��911111r�� R&" REWSION3 RENSED BY: �AIE: MODEj DESI�NATION• Simonton Series 07-09 � 07-10 / 07-20 �ny1 Fixed Window `��Q.S��pEN FTG'1�� 20 6-06-1pmef LUC/S6A�URNER, P.E. 4 MDED ANCHORS TO SILL 7.0.0. 12/23/os AXIA UA 0� RA�L NOMINAL SIZE:_ See Size Chart :�r� No 58201 :�: 10:43-04:Q0 Fl PE� 58201 o a c noNs m �FSIGN PRESSURE RATING: See Size Chart % 7uRNER ENCINEERINc &' S T.D.D. 11/27/11 �*; :�Ir� CONSULTING, INC. - {r . � 6 UPDA7ED ANCHORS IN NOTES LIAH 06/18/15 (COA�29779) qpOED AA 800 NOiES 15&16 AND USABLE CONFIGURAT10N5: 0 ^�� '�' 1239 JnBnRn AVE. 7 unH os/26/ts �o;, srarE oF :�lv� " NORTH PORf, FL 34288 �FNERAL DESCRIPTION• throu h whsch the anchorascewfeenetrates sva m muml oft0.079" ,��Fs�'��;�PO�`,, PH. sa�-3ao-757a 9 P ��?S+�NA`��, MIN.EDGE DIST., INSTALLA710N ANCHOR SEE TA6LE� � SEE TABLE 1 6,� �J 12'O.C. 6� SUBSTRATES I MAX TYP � � BY OTHERS MIN. EMBm. — � SEE TABLE 1 a SILICONE CAULK SILICONE CAULK SEE'TABLE t SEE NOiES 15&18 � 1/4"MAX.SHIM ��N.EMBED. � SEE 7ABLE 1 SILICONE CAULK � 1 HEAD SEE NOTES 15&16 0 BACKER ROD SUBSTRATES 1/4'MAX. SHIM BY OTHERS� ��4•MAX. SHIM � / —� SEE NOTESa 5&16 a 70 3/4'O.C. SILICONE CAULK �7 (TYP) SEE'NOTES 15 &16 MIN, EAIBED. MIN EDGE DIST., Q �— SUBSTRAiES SEE TABLE 1 SEE TABLE 1 � BY OTHERS x MIN.EDGE OIST., �NSTALLAl10N ANCHOR INSTALLATION ANCHOR BACKER ROD SEE TABLE 1 �SEE TABLE 1 SEE TABLE 1 SILICONE CAULK � 1 SILL � �qMg SEE NOiES 15&16 in L 1 NOTES: 'I.This Instatlation hus been evelunled Por use in Iwutions adhering to Ihe Florida Building Code outside Ihe HVH2,end where prassura�requUeme�s ae datermined by ASCE7 Minimum Oasign LwOs for Buil�Liqs and OUwr Structures tlo irot excee0 ihe tlesipn pressura raungs he�ein. 2.For anchorega reQuiroments in vadoua suhslrates see Ta61e t.A minimum distanw o13'shall6o maln4Yned bonveen anyM+o inslalla8on fasteners. a 3.All Inte�lor and e#nAor peAmeter surfaces of Ihe wlndow must 6e c�,ulkotl 'NI'MAX.OVERALL N7DTH 4.Anchor type,slzo,&pacing,embedmont,and edga dlstence sha0 be as spoGiletl tr�Ihesa drawinga 6,Anchor embedmenl to substrate ahall be beyond wall dressing or sWcco.For masonry openinga wllh Wootl 6ucka lese t�an 1•1f2"thlck,e�ntedmanl sha11 be beyond wood bucks,If used,and Inb masonry suhst'ate.Wood bucks wHh masonry are op8ona�. 6.Wood or ma6onry openings,bucka,en0 Duck Iasteners,by others,s�all De propetly des18�Q anC Insialletl to transler wlntl IoaEs ro the sWcture. 7.The responsi6iliry(or selec6on af Sirtronton produ[ts to meet any applirable local laws,6uilding codes,ordinanoes,ar other safety requUeinerds resis solely wBh ihe arc�decl,huildng mmer,w contranor, SI ZE CHART 8.Shims are mquired where gaps al gmater ihan 7M8'e�dst hehveen opening and(rame.Max.strim stack is 114' Shims shatl 6a I�d-beaMg and capable of Iransfertire bads lo[he su6sLate. 8.When used fn erees requiring Impect protectlon,Ihis product requlrea lhe use of appmved impect resistanlshuilers a other ex[emel protedon. OVERALL SIZE 10•Sealing antl�asNnp by othe�s shauld be appllad using tha AS,TM E 2112 methodology aOPropriate br Itre open�n9lnto whlch�ha produd is bei�inste�letl.Overall water pmalra�ion resisqnce of fhe Ins�alied pmduG is not DP RATING addresseC Iri thls tlrewing entl Is t�e responelGittyoi oihers. WID'TH HEIGHT 11.Glazing shall complynilh AS7M E 13U0-04. 63� 74" f 55 PSF 12.AII lastenera penaVating Into pressure Veated wood shall be capa6le of preventln8�rtosion due to reaeUon whh prossure treatment tliemlcals.My tllselmllai materhH that come Uno contacl shall be Drotocled w prevont rnactlons In accordance wlth code'equlreme�ts 37" 84" f 50 PSF 13.A wlnd load durallon feclnr Cd-1.8 was usetl Mr the analysls o(uood ac�ews omy. 14•Producls shall be wnsWcled as specifetl in tast ieports C2289.01•10947-r0 end ATa68.07501+17�r0,by A�ilectural Testlng,I�. 15.Use 100°k pure silicone caWkcompliantwitfi AAMA�B00 Seclian 1•Sealani Specificafions br usa wAh Archilecturel Fenestra4on Produds.Make sure sudaces ore completely free from e�l old radk,damagedwaod.wnod Ilbers,grease,oll tllrt.rust„moltl or Wml�ar con�aminents.Vacuum antl ciean opening sudaces completely.A fully ptlmeC sudace Is recommendBd,but irot requlred Cleanirig of all suRaces c�ould be done the seme Oayot whi�the silimno caWk is to applied.For more details visk Simonton.rnm. TABLE 1• INSTALLATION FASTENERS 7ABLE 18.Ceulk epqicelion:recommended etr and suAace temperatures al IAe 6me of appliwlion are la be 6enveen 40 end 90 degrees F Insure all coniact sur/eces are clean and dry IndudinB Ne new window(s).Use e badeerrod MIN EDGE m alljoints>3/4'tleap sntllor wiGer than 1I4'.Finished caulk�oinl shoWd be a minimum of 3f8'deep and make fu�conteawith bolhthe newwindow end swclwal openiru�surlaoas.STicme caWkslaWd be foiced into ID SUBSTRA7E lYPE ANCNOR lYPE MIN. EMBED DISTANCE Jdnl or compressed to ewure full contacl on bolh suAaces and tg expel any ar pockab. A CONCREiE 2 KSI MIN. 3/16" ITW TAPCON 1-1 2" 1-1 B" HOLLOW OR GROUT-FlLLE� CMU �• 2" B 3/16' IiW TAPCON • ' � 117 PCF MIN. DISCLOSURE STAiEMENT �SiMONTON° e iNoiii �' � 2X MIN. SOUTHERN PINE WOOD 3/16"ITW TAPCON 1-3/B'" 7/8" This donanent ts the proparty of 57mmton Wlndows,which us FINISH: Dlmenslrnal Tolerances w i s n o w s DRAWN BY: DATE; G=0.55 retains all proprietary and otha dghts to Its suEJect matter. Unless Otherwise SoeciFed 7.D.D. 11/25 09 p 2X MIN. SOUTHERN PINE W000 �70 W000 SCREW 'I-3/B"' 7/8' Thie doament is proNded to the rectpimi[on Na e�epressea ALLOY&TEMPER 1 CochrsneASem¢ G=0.55 anditlon lha�It Is noi to be dkclosed,reproduced in whule w Pcnnslxiru,WV 26415 �ECKFD BY:OA7E: E '16 GAUGE 0.060 MIN. SiEEL 10-16 ITW iEKS FULL THREOD 1/2" Pet,nw used in eonJ�nctlon wiN the design,manufacturo or , VOL Decfmale Mgies STUD 33K51 VIELD AIIN. SELF—DRILLING SCREW reDa�r of goods for anyona olher than Slmanton WIIIdON9 SCALE: EET: APPRVO BY:DATE: 4 8 ALUM. 6063—T5 MIN. OR 10 GRADE 5 SELF—TAPPING wikhout ita conemt. Thie roetriction doea not limit tha RFACE AREA: . .X t.03 _ FlT 1 ot 1 F 1 8"STEEL 36 K51 M�N. DRIWNG SCREW FULL T}iREAD 1/2�� recipiant'e rights to uNiza In(ortnatlon contalned N thfe %X t 01 0' JO min. ' dowment whlch Ia propMy obtainad Irom anolhar aource. 141 TREA7MENT: .X%X t.005 07-09/07-10 07-20 PICNFiE(Fl%ED)WIN�OW n� FIIE:IN0117 1X BUCK INSTALLATION FlondaBnildnzg Code Online http:Jlwwwfloridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQ... 4 � ' �` _ �I , W"I' �I�e' �..._ _ �,. i��V� e a •. r ..¢�•-"_,�i �•.. BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge ! Staks&Facts I Publications I FBC Staff I BCIS Site Map I Links i y5earch I � FV'l�i�1� �produc#Approval (�J�s�� U3ER:Public User a.��f�.i" Product Aooroval Menu>Pr4dud or Rpolication Searoh>A�,plication List>Application Deta�1 FL# FL5777-R4 Application Type r_e--� Code Version 2014 Application Status Approved Comments Archived �� Rraduct MaouPacturer Custom UVindow Systems Inc. AddressJPhone/Email 1900 SW 44th Avenue Oca la, R 34474 {352)368-6922 Ext2�5 kpine@cws.cc Authorized Signature Kevin Pine- kpine@cws.cc Technical Representative Erin Kass Address/Phone/Email 1900 SW 44th Ave. Qcala, F!34474 {352}36$-6922 Ext291 , ekoss@cws.cc Quality Assurance Representative lay Lathrop Address/Phone/Email 1900 SW 44#h Ave. Qcala, FL 34474 (352)368-6922 Ext29I jlathrap@cws.cc Categaty Windows 5ubcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Profassionai Engineer a Evaluation Repart-Nardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Eva�uation Report Florida License PE-58201 Quality Assuraace Entity Keystane Certiticatians,inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated Sy Steven M.Urich, AE � Validation Checklist-Hardcopy Received Certificate af Independence F15777 R4 CQI EvalRep CWS-244B(3 in Mv((, RII�pdf Referenced Stanclard and Year{of Standard} Standard Year AAiNA 450-06 2006 AAMA/WDMA/CSA 101/I.S.2/A�440 2005 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code ] of 3 1112112017,3�15 PM FlaridaBuilding Code Online http:llvwvw.floridabuilding.orglprtpr app dtl.aspx?param=wGEVXQ... Product Approval Method Method 1 Option D Date Submitted 04J28/2015 Date Validated 04/29/2015 date Pending F8C Approval Q5J04J2015 Date Approved 06/23/2015 Date Revised 09/29/2017 Summa of products F �Model,Number or Name Description �5777.1 Adjustable(Angled) Mull Adjustable Mullion forAlum, and PVC Windows. � ets of Use Installation Instructians Appraved for use in HVHZ: No FL5777 R4 II CWS-2436( di Mull.NI�pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent'Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Not for use in HVHZ.See Mullion Product Evaluation � FL5777 R4 AE EvalRep CWS-243B(Adi Mull, NI).�df Repart for complete list of Limitations and Conditions. Created by independent Third Party:Yes 5777.2 CW5-1758 Mull Bar 3" Mull Bar for PVC Windows. Limits of Use Fnstallation Instructions Approved for use in HVHZ:Yes FL5777 R4 II CW5-4306(3 in Mull, NI).pdf Approved for use outside HVHZ:Yes Verified By; Lucas A.Turner 58201 xmpaot Resistant:No Created by Independent Third Party:Yes Design Pressure: NjA Evafuation Reports Other:See Mullion Product Evaluation Report for complete list FL5777 R4 AE EvafRep CWS-430B{3 in Mull, NI)_�df of Limitations and Conditioas of Use. Created by Independent Third Party:Yes ' - .... ., 5777.3 CWS-1759 Mull Bar 4"Mull Bar far PVC Windows. Limits of Use Ins#allation Fnstructions Approved far use in HVHZ:Yes FL5777 R4 II CWS-4316(a in Mull,NI).pdf Appraved for use outside HVHZ:Yes Veri�ed By; Lucas A.Turner 58201 Impaat Resistant:No Created by IndependentThird Party:Yes Design Fressure: NJA Evaluation Reports Other:See Mullion Product Evaluation Report far complete list FL5777 R4 AE EvalReo CWS-431B(4 in Mull, NI).pdf of Limitations and Conditions of Use. Created by Independent 7t�ird Party:Yes 5777.4 CWS-1760 Mull Bar 5 1/2"Mull Bar for PVC Windows. Li�nits of tlse InsYailation Instructions Apprav�for use in HVHZ:Yes FL5777 R4 II CWS-432B(5 in Mull,NI}_pdf Appraved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Thicd Party:Yes Design Pressure:NJA Evatuation Reports Other:See Mullion Product Evaluation Report for complete list FL5777 R4 AE EvalRep CWS-432B(5 in Mull NILpdf of Limitations and Conditions of Use. Created by Independent Third Party:Yes 5777.5 CWS-1950 Mull Bar 2" Mull Bar for Aluminum Windows. Limits of Use Installation Instruetions Rppraved far use in HVHZ:No FL5777 R4 II CWS-245B(2 in Mull NI , df Appraved for use outside HVHZ:Yes Verified By: l.ucas A.Turner 58201 Ympact Resistant:No Created by Independent Third Party:Yes Design pressure: +NJAJ-NJA Evaluation Reparts Other: Not for use in HVHZ; See Mullion Product Evaluation FL5777 R4 AE EvaIRe�CWS-245B(2 in Mull, NI�pdf Report for complete list of Limitations and Conditions of Use. Created by IndependenY Third Party:Yes - 5777.6 CWS-1952 Muil Bar 3" Mull BarforAluminum Windows. limits af Use Insta!lation Instructions Approved for use in NVHZ:Na FL5?77 R4 II CWS-2448{3 in Mu((,NI}.pdf l4pproved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Rressure: +NfAj-N/A Evaluation iteports Other: Not for use in HVHZ; See Mullion Product Evaluation FL5777 R4 AE EvalRep CWS-244B(3 in Mull, NI�pdf Report for complete list of Limitations and Conditions of Use. Created by Independent Third Party:Yes Back Nr.yct Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAJEEO employer.Coovriaht 2007-2013 State of Florida. Privacv Statemenk:.�ccessibilitv StatemeriX. Refund Statement Under Flarida law,email addresses are public reoords.If you do not want your e-mail address released in response to a public-reoords request,do not send electronic maiS to this entity.Instead,contact the affice by phone or by traditiona!mail.If you have any questions,please contact 85f}.487.1345.*Pursuant to Section 455.275(1},Florida Statutes,effeckive Octobes 1,2Lt22,Iicensees Gce�sed under Chapter 455,F.S.must provide the CSepartment with an emait 2of3 1112I12017,3.i5PM Flonda Buildmg Code Online http.//www.flondabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQ . 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�vhich can be made available to the public.To determine iF you are a licensee underChapter 455,F.S.,please dick here Product Appraval Accepts: ��-- �� Credit Card Safe 3 of 3 11/21/2017,3:15 PM ', ANGLED MULL BAR ASSEMBLY OPTIONS �� WINLUOW SYSBERIS APPLIES TO 45,30&15 DEGREE CONFIGURATIONS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC ANGLED lUiULL BAR BAY WINDOW NON-IMPACT � "' � � o � Y � W Y W H [D � m m z BOW WINDOW(EVEN) " " o � o � N N Z � W W � � a a F- 0 o a w w ¢ r U 0 0 � w > > o m ¢ O BOW WINDOW(ODD) z J��GQ�S`�NoENsF G,Q'�'. �.�i: No 58201 �'9� `.*; * ;�,� NOTES: �'0: :�� "9�, STATE OF ,r[l� � DOCUMEINTSLOCOALOW ThIETANCHOIR SP CWG AS)IND CA DIN THE WINDOW APPROVAL OIF ATTACO MEN TO WOOD SUDBST ATETUSWG A HEX W SHER HEAD TEK SCREW OF THE SAME SIZE O 0 RI#2P ASOTHEL �0��R��P•�_�� WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. ( , ��i`S'�p�jA1��G�+ 2.THE INSTALLER SHALL DRILL HOLES THRU MULL BAR AND MULL CLIP PRIOR TO INSTALLING SCREWS. A MINIMUM EDGE DISTANCE OF 1/2'SHALL BE MAINTAINED ON THE CLIP IN ANY DIRECTION.A MINIMUM CENTER TO CENTEFi SCREW SPACING ON THE CLIP SHALL FOLLOW NOTE 7 BELOW.THE INSTALLER MAY LOCATE SCREWS,WITHIN THE ABOVE CONSTRAINTS,AS NEEDED. �� 4/27/2015 3.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. LUCAS A.TURNER,P.E. li 4.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED W ITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 1239 JABARA AVE. WOOD MUST BE PROTECTED TO PREVENT REACTION. NOflTH PORT,FL 34288 I 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574 ' MINIMUM SPECIFIED IN TABLE t,SHEET 6. SHEEf DESCRIPTION: � 6.ANCHOR EMBEDMENT TO SU6STRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE•1X BUCKS CONFIGURATIONS AND I ARE oPTIONAL. ANCHORAGE NOTES 7 A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:1-5/8"FOR MASONRY,3/4"FOfl WOOD AND METAL, oanwN ev� oaTe: Ew� y 1 n sioa 8.WOOD OR MASONRY OPENINGS,BUCKS AND 6UCK FASTENERS SHALL BE PROPERLY DESIGNED 8Y THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. owc x: aev.� SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-243 B 9.6EALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OFTHE REFERENCE DOCUMENTS: sca�e: SHEET FMA/AAMA 700(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMH/WDMA 250(BOX WINDOWS),FMAlAAMA/WDMA 300(EXTERIOR DOORS) 1'1 5 OF 6 ��WIN�W SYSTE@�7S 1900 SW 44TH AVE. INTERIOR INTERIOR OCALA,FLORIDA 34474 www.cws.cc 1/4"MIN.EDGE DIST.(TYP.) 1/4"MIN.EDGE DIST(TYP.) �Q�G�D q70 x 1'TEK BY INSTALLER I I � !!10 x 1"TEK BY INSTALLER I I � MU LL BAR INSTALL AS SHOWN ON SHT 4 ` THRU MULLION AND MULL ON � I ` NON-IMPACT THRU MULLION AND MULLION I I CLIP INTO PRE-DRILLED HOLES 1 5/8"MIN.(TYP.) CLIP INTO PRE-DRILLED HOLES I I 1 5/B"MIN.(TYP.) I I � � � � � � � � � � o � � I I INSTALLATION ANCHOR(2X) I I Y � I, I �� SEE TABLE 1 I I � INSTALLATION ANCHOR(2X) � W Y �I� �� ADD STRUCTURAL ELEMENTS I 1 I II SEE TABLE 1 W F pp L� s J� AS REQ'D TO MAKE LEVEL FOR �4 � � ��r MULL BAR i `�� m m � �� LL LL �I a��o•oy,; .r o u) ��'R°'o• o o j PERIMETER SEALANT EXTERIOR FINISH ji'�:]�'' ¢ Q 0 W BY INSTALLER �� MIN.EMBEOMENT BY OTHERS •°•�'°�'�e—__- MIN.EMBEDMENT w w � INSIDE AND OUT i• SEE TABLE 1 '•"°•.°• SEE TABLE 1 � �- �" PERIMETER SEALANT ' o o a BYINSTALLER �'�•��°q• w w LL a':o• r F- INSIDE AND OUT ty?��;•; ¢ Q � SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS „q;'� ° �a w SEE TABLE 1 SEE TABLE 1 MIN.EDGE DIST = � MIN.EDGE DIST SEE TABLE 1 SEE TABLE t m ¢ O Z D VERTICAL SECTION E VERTICAL SECTION 6 EAD AND AMBS SNMILAR FOR FLANGE INSTALLATION 6 H AD AND�BS SIMILAR FOR FIN INSTALLATION ``��S�Q,NOREH��, '��p.:��GENg�;.,�Q,y�� .r.� No 58201 :7�: o*; #, ;i�� .9�; STATE OF :w�ti • a . '��F'.C p R 10.�`+�2:� ��'�4S��NA��`�N+``� X� 4/27/2015 LUCAS A.TURNER,P.E. TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS FL PE R 58201 SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENi MIN.EDGE UIST. 1239 JABARA AVE. NORTH PORT,FL 34288 CONCRE7E(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" PH.941-380-1574 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITVJ TAPCON 1" 3" SHEET DESCRIPTION: CONCRE�(2.a5 KSI MIN.) slis"ELCo UL�acoN i-3/a^ i" NOTES: INSTALLATION DETAILS 3/16"IiW TAPCON 1,SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED W INDOWS 2XMIN.SOUTHERN PINE(G=0.55) pR ELCO ULTAACON ��S ��8 AFTER INSTALLATION. oRnwN ev: onTe: 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1�/S" 7/8" 16 GAUGE(0.060")MIN.STEEL STUD #10-76 HILTI KWIK-FLEX OR fTW FULL THREAD 2.TWO(2)ANCHOfi SCREWS REQUIRED PER MULLION CLIP FOR INSTALLATION. �`� �y��9�08 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW iHRU 0.060" ��16 DWG p: REV: 3.FOR ANCHOFiAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-243 8 1/e"ALUM.(6063-TS MIN.)OR R10 GRADE 5 SELF-l'APPING/ FULL THREAD SPECIFIC INSTALLATION DETAILS. 1%8"STEEL(33 KSI MIN.) DRILLING SCREW 11-IRU 0.125" ��s scA E: SHEET I 1.2 60F6 � � ANGLED MULL BAR - NON-IMPACT GENERALNOTES: //��p ��,� �(StYi� SHOWN w/DIFFERENT OPTIONS 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WfTH ��,�E�� THE FLORIDA BUIL�ING CODE(FBC),CURRENT EDITION. 19�0 SW 44TH AVE. 2.CONFIGURATIONS(SEE SHEET 5):VERTICAL OCALA,FLORIDA 34474 W W W.0 W S.CC 3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AN�LENGTH. (FiEFER TO SHEET 2) 4.ANCHORAGE:THE 33 1!3%STRESS INCREASE HAS NOT BEEN USED IN THE ANGLED ANCHOR DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR DETAIL. WINDLOAD MULL BAR CLIPS DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULAT�ONS. NON�IMPACT ANGLED MULL BAR 5.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS 45° REQUIRED IN WIND BORNE DEBRIS REGION. N � 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER `� m � DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL W INDOW UNITS. o '- � � 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOW N IN THIS DOCUMENT Y � APPLY ONLY TO THE MULLION.W INDOWS MUST BE APPROVED UNDER SEPARATE w F m ANCHOR APPROVAL. CLIPS U U Z ANGLED MULL BAR B.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY °�° m O 30° APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY `� � � — flE�UIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, N N Z > BUILDING OWNER OR CONTRACTOR. w w � � a a a 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS w w ¢ ANCHOR DRAWING. SINGLE UNITS TO 8E MULLED TOGETHER MUST BE MANUFACTURED BY Q Q U CLIPS �� CUSTOM W INDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR o o � EXTRUDED ALUMINUM. > > o ANGLED MULL BAR 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE m ¢ O 15° UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. ,,,��P��p.NO��S�T��, ANCHOR CLIPS(TYP.) h.JCl��1. C�'�•,'U��' ,�,.i t No 58201 '.,'15: 6*; *, ;�rL 0 o Lucas A.Turner �9'�, srATE oF .��: 2015-04-27 �4�.p••,.c p-;�w: ' 20:53-04:00 �'�,FS'l,°a t o.'��.� �'•i,siolVA'��..'`� C B A �� 4 4 4 X X 4/27/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. ANCHOR CLIPS(TYP.) 6 6 NORTH PORT,FL 34288 PH.941-380-1574 EXAMPLE ALUMINUM W INDOW WITH ANGLED MULL BAR SHEET�ESCR PTION: (FOR SECTION VIEW CALLOUTS ONLY) GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS ORAWN BY• �ATE: GENERAL NOTES ffi ELEVATIONS. ..... 1 qq,J ��/�g/Qg DP CHARTS.............. ..... ...2 OWGtt: REV,: .... ... BOM&EXTRUSIONS. ............. ....... .......3 SECTION VIEWS............................................4 CWS-243 B CONFIGURATIONS 8 RNCHOR NOTES. .5 INSTALLATION DETAILS............ ..6 scA�E: SHEET ... 1:10 1 OF 6 ITW TAPCON INTO HOLLOW BLOCK DESIGN PRESSURE CHART(PSF)FOR NON-IMPACT ANGLED VERTICAL MULLION,1373/1376 /rq_ ___��r-�v-�� OPININGWIDTH(in.) WINDOW SYSSE�iS 48 54 6U 66 72 78 84 )ll y6 1112 lOG 1900 SW 44TH AVE. 24 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 OCALA,FLORIDA 34474 d 30 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 www.Cws.CC x 3G 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 � 42 120.0 120.0 115.2 110.9 108.0 106.3 105.8 105.8 105.8 105.8 105.8 ��G�p W 48 108.0 100.2 94.3 89.8 86.4 84.0 82.3 81.3 81.0 51.0 81.0 IViULL BAR a 54 92.6 85.3 79.8 75,4 72.0 69.4 67.3 65.8 64.8 64.2 64.0 NON-IMPACT � GO 81.0 74.3 69.1 65.0 617 59.1 57.0 55.3 54.0 53.0 52.6 G6 72.0 65.8 61.0 57.1 54.0 51.5 49.4 47.7 46.3 45.2 44.6 � ^ 72 64.8 59.1 54.6 50.9 48.0 45.6 43.6 41.9 40.5 39.3 38.7 � m � 76 60.8 55.3 51.0 47.5 44.7 42.3 40.4 38.8 37.4 36.2 35.6 o � ITW TAPCON or ELCO ULTRACON INTO SOLID CONCRETE DESIGN PRESSURE CHART(PSF)FOR NON-IMPACT ANGLED VERTICAL � w � MULLION,1373/1376 w � m OPIIYING WIDTH(in) m m z 48 54 60 GG 72 78 RA 90 96 102 lOfi a o � 24 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 � � z > 0 30 120.0 120.0 120.0 120.0 120.0 120.0 120.0 7 20.0 7 20.0 120.0 120.0 a a O � � 36 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 w w° ¢ � 42 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 0 0 � W q8 120.0 120.0 120.0 117.5 113.1 109.9 107.7 106.4 106.0 106.0 106.0 > j o a 54 120.0 111.7 104 4 98.7 94.2 90.8 88.1 86.1 84.8 84.0 83.8 m ¢ o � 60 106.0 97.3 90.5 85.1 80.8 77.3 74.5 72.4 70.7 69.4 68.8 z 72 84.8 77.3 714 66.7 62.8 59.6 5.0 54.8 53.0 51.5 50.6 `��`�PNDREW�T��,�� 76 79.5 72.4 66.7 62.2 58.5 55.4 52.9 50.7 48.9 47.4 46.5 y��GP�'•��GEi�J3�L�Q,�.,, �.�i:� No 58201 ��:��' :*; * ;*e #10 SCREW INTO WOOD or METAL DESIGN PRESSURE CHART(PSF)FOR NON-IMPACT ANGLED VERTICAL MULLION,1373/1376 ;.o; • = �9�; STATE OF ;�� OPINING WIDTH�n) 48 54 fi0 fi( 72 78 S�A 90 9C ]02 lOfi f'+•i�'`S,��oR1Q@'Ca�=�`, 24 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 ��fs+�NAa,��+''�, n 30 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 X� �' 3G 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 4/27/2015 � 42 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 LUCAS A.TURNER,P.E. W 48 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 FL PE#58201 a 54 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.8 116.0 114.9 114.6 i239 JABARA AVE. � 60 120.0 120.0 120.0 116.4 109.5 103.5 98.7 94.9 91.9 89.7 88.5 NORTH POFT,FL 34288 GG 120.0 112.5 102.7 94.8 88.4 83.2 78.9 75.4 72.5 70.2 68.9 PH.941-380-1574 72 104.3 93.7 85.3 78.5 73.0 68.5 64.7 61.6 58.9 56.7 55.5 SHEEf DESCRIPTION: 76 91.2 82.0 74.7 68.8 64.0 60.1 56.8 54.0 51.7 49.8 48.7 DESIGN PRESSURE CHARTS DRAWN BY' DATE� AAJ 17/19/OS owc a: Aev: CWS-243 B NbTE:OPENING WIDTH IS THE SUM OF THE INDIVIDUAL WIDTHS OF THE TWO WINDOWS BEING MULLED. scA�E: SHEET 1:1 2 OF 6 E�'�IUI PART# D�SCFi9P710N 1 S-1373 ANGLED MULL BAR- 1 ��•� 2 S-i 376 ANGLED MULL BAR-2 wi�v�w srsaea�s 3 P-8767 #10 x i" HEX WASNER NEAD TEK ocA�A F ORIDA34474 4 P-1767 ANCHC7R CLIP, ANGLED MULL www.cws.cc 1/4"DIA.HpLES TO 9E DRiLLEp AN�LOCATED BY INSTALLER A�IGL.ECI , 1/2°MIN.-..{ IN ACCOflDANCE WITH MINIMUM EDpE DISTANCE I AND ANCHOR SPACING SHOWN HERE.(SEE SHEET 5) MULL BAR �� NON-tMPACT 1/2"MIN. 1 5�g'MIN. il2"MiN. 12"! u� .- � a m ¢ o .- ❑ Y 112'MtN. w H m U U Z m m � a o N N N Z W � � a a d w w CL 3 1/9"� 7" a d � 4 > > n � 2 m ¢ z 3 1/2" 3 5/8" 6 7/8" w��,StP��f TG'��ii va^ 4�.9�,q-..4�G E NSF..'P�.�. its" �,�':" No 58201 �•�� *` �, 'i-= �'i0: �5�� STaTB OF �kt� �t?�. �kr. ANGLED MULL 1-1373 ANGLEp MULL 2-1376 r,�ii�s�'t��'P C7�`��`' v8• ��hs��NA�uE`�t'`''� .�..� �s,.� �_____2•,� 4/27/2015 LUGAS A.TS.jRNER,P.E. FL PE#56201 ANCHOR CL.IP-1767 1239 JABARA AVE. NORTH PORT,FL 34288 � PIi.941-380-1574 SHEE?�ESCRIPTION: ' BOM RND EXTRUSiC?NS DRAWN BY' OATE: �I AAJ 17/19/08 � OWGN: REV.: i CWS-243 B P70TE:ALL 8?CTRUSIONS ARE 6063-T6 ALUMINUM sca�E: SHEET I 1:2 30F6 . i � ��WINDOYN SYSTEP9S 1900 SW 44TH AVE. OCALA,FLORIDA34474 www.cws.cc ANGL�D MULL BAR NON-IIIAPACT � � � � 4 o � o O Y 4 � W >- W F m O 4 U U Z O 3 �4� 4 3 (4� 4 3 (4� 4 m m � 0 � � � � � > � � � Q O O w w � LC a a a w w ¢ Z U � o � W Z Z > > 0 � ' .. � m ¢ O ,��P�ORE4y�T��+, SEAL BEHIND FLANGE SEAL BEHIND FLANGE SEAL BEHIND FLANGE ��VP�.'y��`4�'�'P�� BEFORE ATTACHING BEFORE ATTACHING BEFORE ATTACHING CJ p' �'�Cn�� WINDOW TO MULLION. WINDOW TO MUlLION. WINDOW TO MULLION :�; �� 58201 '�7�� SEAL ALONG FULL LENGTH SEAL ALONG FULL LENGTH SEAL ALONG FULL LENGTH '*' iY �*' OF FLANGE GROOVE PRIOR OF FLANGE GFOOVE PRIOR OF FLANOE GROOVE PRIOR �'D' � � , TO CONNECTING MULL BAR TO CONNECTING MULL BAR TO CONNECTING MULL BAR :9�• STA7E OF ,��1: SECTIONS WITH STRUCTURAL SECTIONS WITH STFUCTURAL SECTIONS WITH STRUCTURAL "O'. •�U? ADHESIVE SEALANT ADHESIVE SEALANT ADHESIVE SEALANT �%,�OS�;L Q R 1 p P:G��, A ANGLED MULL BAR SECTION B ANGLED MULL BAR SECTION C ANGLED MULL BAR SECTION ''�ifs�ONp1.�� 4 T I WINDOWS-45° q -3 < 4 -15° �IlOIYtf�1U� . zz 4/27Y2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEEf DESCRIPT ON: SECTION VIEWS ORAWN BY' DATE: AAJ 11/19/08 DWGN: REV,� CWS-243 B ' scn�e: SHEET 1.2 40F6 ANGLED MULL BAR ASSEMBLY OPTIONS �� - YVIN�W SYSYEP9S APPLIES TO 45,30&15 DEGREE CONFIGURATIONS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC ANGLED MULL BAR BAY WINDOW NON-IPVIPACT � � � m � 0 0 Y � W Y W H ¢I � U U Z BOW WINDOW(EVEN) m m o � o � � � z > W w � � a a a ❑ o _ w w ¢ r- U 0 0 � w > > ❑ m ¢ O BOW WINDOW(ODD) z '��•�UQ-`?,��0 E IJ�q��P�:,. ��f No 58201 �•�7�r o*: * ;*� NOTES: ��0: :�� "9�, STATE OF ,tu: 1 AT MULLION LOCATION,ATTACH W INDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN W INDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL ��.A'�.�� p;:`�� DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12J AS THE '•��S'�•a R 1 �j.�� WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAfl. �'�t�S�ONA��E�t�� 2.THE INSTALLER SHALL DRILL HOLES THRU MULL BAR AND MULL CLIP PRIOR TO INSTALLING SCREWS. A MINIMUM EDGE DISTANCE OF 1/2"SHALL BE MAINTAINED ON THE CLIP IN ANY DIFIECTION.A MINIMUM CENTER y r/ , TO CENTER SCREW SPACING ON THE CLIP SHALL FOLLOW NOTE 7 BELOW THE INSTALLER MAY LOCATE SCREWS,WITHIN THE ABOVE CONSTRAINTS,AS NEEDED. yV 4/27/2015 3.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAW INGS,SEE TABLE 1,SHEET 6. LUCAS A.TURNER,P.E. 4.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED W ITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 6. SHEET OESCRIPTION: 6.ANCHOfl EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS CONFIGURATIONS AND ARE OPTIONAL. ANCHORAGE NOTES 7 A MINIMUM CENTEFi-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:1-5/S"FOR MASONRY,3/4"FOR WOOD AND METAL. ofuwN er onre: AAJ 11/19/OS 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFEFi W IND LOADS TO THE STRUCTURE. owc a: aev.� SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEi,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKE�. CWS-243 B 9.�SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE 6Y OTHERS FOLLOW ING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: s n�e: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMMNDMA 300(EXTERIOR DOORS) 1'1 5 OF 6 �� WINDObV SYSYEP9S 1900 SW 44TH AVE. INTERIOR INTERIOR OCALA,FLORIDA 34474 www.cws.cc 1/4"MIN.EDGE DIST(TYP.) 1/4"MIN.EDGE OIST.(TYP.) ANGLED N70 x 1°TEK BY INSTALLER I I �O}-- N70 x 1"TEK BY INSTALLER I I r MULL BAR THRU MULLION AND MULL ON I I ` THRU MULLION AND MULL ON I I � IVOPB�IMPACT CLIP INTO PRE-DRILLED HOLES I I 1 5/8"MIN,(TYP.J CLIP INTO PRE•DRILLED HOLES I I 1 5/8"MIN.(TYP,) � � � � � � � � � `- � M F- I I INSTALLATION ANCHOR(2X) � � o � O I, I �� SEE TABLE 1 I I � INSTALLATION ANCHOR(2X) �I� �� ADD STRUCTURAL ELEMENTS I�I II SEE TABLE 1 w FW- m L� -��J� AS REQ'D TO MAKE LEVEL FOR -74 _JI U U Z • �� MULL BAR i �� m m � ��ojo�' a o I� �. . g, fn PERIMETERSEALANT EXTERIORFINISH h'O!•1°% N N Z � BY INSTALLER �1 MIN.EMBEDMENT BY OTHERS �''•��°5`�n�_ -' MIN.EMBEOMENT � ¢ � CC INSIDE AND OUT �• SEE TABLE 1 ''°°•�°.+ — SEE TABLE 1 a a � PERIMETER SEALANT ' . a BYINSTALLER �°`•0�°5• w w ¢ INSIDE AND OUT ��j;•°•; Q a SUBSTRATE BY OTHEflS / SUBSTRATE BY OTHERS „�;'�, a y W SEETABLEI SEETABLEI � � � MIN.EDGE DIST MIN.EDGE DIST SEE TABLE 1 SEE TABLE 1 m ¢ O D VERTICAL SECTION Z E VERTICAL SECTION �Inm1�l s EAD AND AMBS SNMILAR FOR FLANGE INSTALLATION s EAD AND JAMBSHSIMILAR FOR FIN INSTALLATION ��`S�P�pR��,�TG�y� �. p, '�GEN • :^,JG'�•� s�••��' „.i: No 58201 •�•;�� o*? * si-' �oS STATE aF .:�eu.' �i�c�`��Q R 1�p'p��• ��4S�d Pl Ai��,y� X� 4/27/2015 LUCAS A.TURNER,P.E. TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS FL PE#58201 SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENi MIN.EDGE DIST. 1239 JABARA AVE. NORTH PORT,FL 34288 CONCRE7E(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" PH.941-380-1574 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 3° SHEE�DESCRIPTION: CONCREIE(2.85 KSI MIN.) 3/16"ELCO ULIRACON 1-3I4" 1° NOTEs: INSTALLATION DETAILS 3/16"ITW TAPCON 2XMIN.SOUTHERN PWE(G=0.55) 1�l8" 7/8" 1 SILL STOOL MUST BE FLUSH AGAINST INSIDE OFMULLED WINDOWS OR ELCO UL7AACON 2XMIN.SOUTHERN PME(G=0•55) #10 WOOD SCREW 1-3/8" 7/g^ AFTER INSTALLATION. ow,wn ev: on7e: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR IiW FULL THREAD 2.TWO(2)ANCHOR SCREWS REQUIRED PER MULLION CLIP FOR INSTALLATION. �J 11/19/08 (33 KSI YIELD MIN) 7EKS SELF-DRILLING SCREW 11-IRU 0.060" ��6" owc a: aev.� 3.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-243 B 1/8"ALUM.(6063-TS MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD SPECIFIC INSTALLATION DETAILS. 1[8"STEEL(33 KSI MIN.) DFILLING SCREW 'THRU 0.125" ��s sc^'-E: SHEET 1.2 6 OF 6 �