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. o 0 Fl City p y of Ze h rhills � 5335 Eighth Street , Zephyrhills, FL 33542 B R-000864-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 11/04/2020 .f Permit Type: Add/Alter (Residential) .PropertyNumber re -..5 - .. SfreetAddress - F rri 15 26 21 0170 01200 OODO 37770 Alissa Drive Owner;lnfor'ma#ion" Permit lnformation� e :_ Contractor lnfo�mation;.:v''° ;s Name: PEGGY NERISON LINDA CARR Permit Type:Add/Alter(Residential) Contractor: NEW SOUTH WINDOW Class of Work:Add/Alter Residential SOLUTIONS, LLC Address: 37770 Alissa Dr Building Valuation:$13,230.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (760)782-7649 Mechanical Valuation:$0.00 Jai. /t Q� Plumbing Valuation:$0.00 / Total Valuation:$13,230.00 I Total Fees:$159.23 Amount Paid:$159.23 Date Paid: 11/4/2020 2:28:20PM INSTALLATION 6 WINDOWS S/S .•. a? -;�..'�%.`Y�,..;Kaz.; :rz rxti.;. - .':tr:r - �rrx — ^r? ;'-wr�ra :-.ti -'�; fv•t,.•_„ :+P.:. Application Fees '}-** s- �" : '= ..'` � :, N r . s.T r r. Building Plan Review Fee $53.08 Building Permit Fee $106.15 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "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 add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances.NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. TRACTOR SIGNATURE PE IT OFFICE 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 V—L5— Phone Contact for Permitting ( 4-4) -- [E E!E E[E Owner's Name NERISON PEGGY A&CARR LINDA ANN Owner Phone Number (760)782-7649 Owners Address 37770 ALISSA DRIVEZEPHYRHILLS,FL 33542-5672 Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 1 37770 ALISSA DRIVE ZEPHYRHILLS,FL 33542 LOT# SUBDIVISION PARCEL ID# 15-26-21-0170-01200-DODO (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CON5TR ADD/ALT SIGN = DEMOLISH INSTALL REPAIR PROPOSED USE SF - 0 OMM = OTHER TYPE OF CONSTRUCTION = -LOCK Q RAME = STEEL = MOVE AND REPLAC SAME SIZE WINDOWS 6 DESCRIPTION OF WORK BUILDING SIZE OOTAGE= HEIGHT -rlE-V =BUILDING 13,230 VALUATION OF TOTAL CONSTRUCTION 10, =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. PLUMBING $ to =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION I � P =GAS ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO BUILDER —�� COMPANY ! SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address QivtPc>_ License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# fit RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.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 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(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 1*' 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowners Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'SIOWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone'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 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 BLFORE RECORDING YOUR NOTICE OF COMMENCEMENT, FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR L Subscribed and sworn to(or affirmed)before me this Subscri ed rid s to(or affi efore m this by b �� Who is/are personally known to me or has/have produced ho i ar ersonally known to or asfiave produced as identification. as identification. Notary Public al? Notary Public Commission No. Co mission No. 0, C9_J (a 1 Name of Notary typed,printed or stampede Name of Notary typed,printed or stamped KRISTINIA DIANE NOBLES ` MY COMMISSION#GG056392 EXPIRES December 19,2020 24 BASK 8. 26 d4: FER0.1 .FS'TO'f t2 a 2 j ' Iri'�• 1 OA, 17 • .r e E; 7T=72 u��u C!1�Tim s f LOU NMI mam M MIT Wilzig WHEREIN" 2K", MONISM cl ��EEME MEN No ICE M®r®®EMB �� ®®��MEN ME®®M®EM 9/22/2020 Florida Building Code Online ' tor.�wa•. ! r • o � 6 1 . ♦ / 1 e 0 BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications I Contact Us BCIS Site Map Links Search Florida &- Product Approval ..a USER:Public User e��.�?1�fdtYSi Product Approval Menu>Product or Application Search>epplication List>Application Detail • r i FL# FL16842-R5` Application Type Revision Code Version 1'20—f ALL H���COMPLY Application Status Approved-` " (; L W FLORIDAKSHAL��IL�71� VVITO PREVAILINI v_ €4AT IONAL ELECTRIC CObgr*CODE, Comments AND THE CITY Q,���AHYR�tI���' Archived �i ORDINANCES Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd, tampa, FL 33610 (813)626-6000 danochstein@newsouthwindow.com Authorized Signature Vivian Wright REVIEW DATO T 0 rickw@rwbldgconsultants.cdQIT PLAN jOF,ZEPHYRHI Technical Representative FLAN EXA�J INER Address/Phone/Email Quality Assurance Representative Address/Phone/Email ' Category Wint dow,°:=-=y_ _f Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1- Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan 3. King,P.E. M Validation Checklist- Hardcopy Received Certificate of Independence FL16842 R5 COT (d) Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I,S,2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2005 AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2005 ASTM E1996 2009 TAS 201,202, 203 1994 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsf%2fLKgxApZZQHuk011oRg2wLRYWwmkpp4A%3d%3d 1/5 9/22/2020 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/19/2019 Date Validated 06/21/2019 Date Pending FBC Approval 06/26/2019 Date Approved 08/13/2019 Date Revised 07/26/2020 Summary of Products Go to Page = 0 0 0 Page 1/20 (0 FL# Model,Number or Name Description 16842.1 a.Series 9000 Model 9500 Slider XO Extruded Vinyl"Non-Impact"Horizontal Sliding Window utilizing a Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL16842 R5 11_(h)_jag_L6B_42 I pdt 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 16842.1 for Design Pressure Ratings,any FL16842 R5 AE-(-e) Eva 1 16842,1.pd additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 1684-2.2-----:--'1-6.-Series-Y(50-6'Model'9500 Slider-XOI,-:Extruded Vinyl-'Non-Impact".Horizontal-Sliding Window with -Ijia.—:Fiang.6, os IjatIon_(KQ__qr_QX gijnfl__gurationsl Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R5 11-(-b Inst 16842.2.pd 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 16842.2 for Design Pressure Ratings, any FL16842 R5 AE_(g)_9yaL1ka42 2 W additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 16842.3 c. Series 9000 Model 9550 Slider XO Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a I-Impact Rated Nail Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R5 II (h)_Lnst_16842.3.p_g Approved for use outside HVHZ-Yes Verified By: Lyndon R Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 16842.3 for Design Pressure Ratings,any FL16842 RS AE-(g)_fval 16842.3 p&jf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars, 16842.4 d.Series 9000 Model 9550 Slider XO Extruded Vinyl "Impact" Horizontal Sliding Window with Flange I-Impact Rated Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL16842 R5 11_(b)jnsL16$42 4 pS]f Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16842.4 for Design Pressure Ratings,any FL16842 R5 AE_(e) Eval 16842.4 pd additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16842.5 e. Series 9000 Model 9550 Slider XO Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a I-Impact Rated - HVHZ Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16842 R5 II-(b)jnst 16$42.5.pjf 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 16842.5 for Design Pressure Ratings,any FL16842 R5 AE g)_Evaj_16842.5 p SLf J additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars, 16842.6 f.Series 9000 Model 9550 Slider XO Extruded Vinyl"Impact" Horizontal Sliding Window with Flange I-Impact Rated-HVHZ Installation (XO or OX configurations) https://fl.,iuouuiiuiiiv.vig/pr/pr�_app /_.�tI.aspx?param=wGEVXQwtDqtmmTSTNdVPsf%2fU<qxApZZQHuk011oRq2wLRYWwmkpp4AO63d%3d 215 ' _ ' � a - NOTE:Sheet Metal Screws must penetrate a p; f, m K min.of 3 threads through at least 2 sheets of z j%d n metal(maintain a min.3/8"edge distance). =V * z &:O� orn �mro Zv v v 2 ��ir*1 ��`\\\ cap N 67 z E a' a s m u ` a: v z :zd G2 w e Em moti s Gl a o �Na �oLa a "� mdaT 4 o9LZc 2 v / D n.� � oz m N �w � C Z Note: 3 2 ,�z 1.Lock and keeper located T'from 2 each end of lock/meeting shle. 2 D a 17 SEE NOTE 3 0 } z: 2.Metal roller assembly located T from each end of the bottom rat. ��HORIZONTAL CROSS SECTION Q z W LL 3.Anti-fift secured to head with 2 Metal Stud Construction G2 GI O 2 c (6)#6x1/2"PPHSMS. E 5 o W" >o 0 3 a Qa t 1-114"MIN. v EMB-(TYP.)ri A 4 Y } B G2 G7 3 Jew v• s C C 2 15 mom _ B �. v O - o 0 0 F 1p LI N N G1 G2 N G SEE NOTE 1 11 7 W o W zo 14 SEE NOTE 2 =c=i x rn $ 12 lb ono rr G2 Gl C a ° F a�� 3 p ��� m B N NNuj uj J z • .c ° , mrn�o� a - .. z N Z n 0 D E rHtE 2 19114 D 2 9 1-1/4"MIN. ° a v 2! Scn� N.T.S. 1 F1v1B.(TYP.) owc.BY. JK m t E so _1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION a = 2 2XBuckMasonryConstruction 2 IXBuckMasonryConstruction 2 2XBuckMasonryConstruction ow�nxc No.: Q FL-16842.2 n sHEEf_,L ov 6 d NOTE Sheet Metal Screws must penetrate a 1 p: K min.of 3 threads through at least 2 sheets of S d metal(maintain a min.3/8"edge distance). = * I�? ,W d mn 1 2 Hr* s �� z C;; o n 82-Z OE v o a -z G2 c a Em zmoa a.0 9a=a G1 "'a.. "� m d e. v / / E o Z m 3 D Z y y M tj m / 1 L B ? A C z F Note: 3 2 No 8 1.Lock and keeper located T'from 2 17 SEE NOTE 3 _= each,e oflock/meefingAile.- -__ g 2.Metal roger -_ - --` __' -- = _ -_ _� .- -ern assembly located 2"from 4 HORIZONTAL CROSS SECTION EM q y- each end of the bottom roll. � z N Z5 0 3.AntN ff secured to head with 3 Metal Stud Conshuction G2 G7 5 i < t=U (6)#6 x 1/2"PPH SMS. E o q o ALTERNATE ANCHORING LOCATION 3 a a t 1-1/4"MIN. SHOWN ON THIS SHEET EMB.(TYP.) 4 m A G2 Gl - 3 - - -B--- - --- - - o" m z C C 2 15 `o 8 ' L O LJ NON 10 G1 G2 0• W o W o % SEE NOTE 1 11 l7 x Illf o D 14 SEE NOTE 2 _a F _U3 a 12 0 0� = a 1 16 o w Jo �o g G2 G1 C 12 _8 L �QM z v 3 D ° B NNNQ ,� vD ° 6 1 E a e a BAre 2119114 1.z 9 1-1/4"MIN. z a SCAM- N.T.S. A D 1 2 EMB.(TYP.) Bwc By.. JK m E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SEC17ON a0f Br LFS a 3 $ 2X Buck Masonry Construction 3 1X Buck Masonry Conshuction 3 2x Buck Masonry Construction oB�wBm Bo c i FL-16842.2 n sxrEr 3 or 6 O a - ' ' AW ANNOSM � , DNINUO URB � ` R�TentANew South Windows PERMANEIMA-Florida oduct Appro—valAFL-16R42 Horizontal 51 de a in F-6842 0 7 FL-1684 - dw Y W V7 b. � o O T Qn O X T ' N O N o D � y Y 0,26" LJD A � II o Yam'—0.21" 1,66" V c O —9:�, c Ile O WeC) 0.94" _ 7F O 0.07' N Em= 1.42' T 2.1T . No.43409 October 08,2017 IS" 4 PRODUCT: _ Dooumente Prepared eyc.� NewSoukh Lyndon F. Sahmldt M1] P.E. No. 43409 ���ij Itn 3 9 22 17 UPDATE TO 6TH ED. 2017 F8C JK �rrr�111100 y 2 9 2fi tb ADDED ALT. ANCHOR LOCA77ON LFS _PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. N to 1 6 25 15 UPDATE TO 5TH ED. 2014 F8C LFS J 4 P.O, Box 230, Valrloo, FL 33595 N '{" NO DATE BY Phone No.: 813.559.9197 R VISIONS COMPONENTS FBPE CA No. 9813 0 2014 R.W.13USLOING CONSULTANTS INC. J % BILL OF MATERIALS •• ,�:: ITEM# DESCRIPTION MATERIAL B 2X BUCK(SG>=0.42) WOOD _V ^� * " Q-z C 1/4"MAX.SHIM SPACE W. z rc:O� D 1/4"X 2-3/4"PFH ELCO OR RW CONCRETE SCREW STEEL �0o... o. .d" MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 'l.��'••.,,, ,.•' fig�� ' o ro m E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE i�"*i'rr � ` i o o F #8 X 7'PPH SMS(1-1/4"MIN.EMBEDMENT) STEEL T rrI I l% O ro z z N J STEEL STUD Min.Thk.033" (ASTM A653 GRADE 33 Fr-33 Id min.,Fu=45 ksi min.) STEEL 1/2' :9 0 x z d K #10 PPH SELF-DRILLING SMS STEEL GLASS BITE 7/8"OA GLASS THK. N E m z m° o° L #10 X 7'PPH SMS 0-1/2"MIN.EMBEDMENT) STEEL GLAZING SEALANT \` o a to°a o t a 1 EXTRUDED VINYL FRAME(439)' RIGID PVC (PECORA#895) �l e �"� m a a 2 EXTRUDED VINYL GLAZING BEAD(736A)' RIGID PVC 1/8"ANNEALED GLASS 3 EXTRUDED VINYL GLAZING BEAD(425A) RIGID PVC =w 4 BOTTOM RAIL(424B)' RIGID PVC 0 A'd 5 TOP RAIL(478)' RIGID PVC g 6 MEETING STILE(477)' RIGID PVC CD 7 LOCK STILE(476)' RIGID PVC " AIR SPACE 8 HANDLE STILE(475B)' RIGID PVC a� F VW ANNEALED GLASS W o 9 MEETING STILE REINFORCEMENT 6063-T5 ALUM 10 LOCK STILE REINFORCEMENT 6063-T5 ALUM THERMOPLASTIC SPACER a m 4 N 11 SASH LOCK Gl GLAZING DETAIL z N oc, 12 KEEPER a -- 14 ROLLER(TRUTH#2433-1000) I o m¢ 6 15 SILL RISER 6063-T5 ALUM o 16 ROLLER TRACK 6063-T5 ALUM a a 17 ANTI-UFTALUMINUM 6063-T5ALUM i-D 20 WEATHERSTRIP(.187"X.290') GLASS BITE 7/8"OA GLASS THK. THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". GLAZING SEALANT(PECORA#895J 3/16"ANNEALED GLASS o Z W=W O "s = j O Q � ¢W AIR SPACE a i s 3/16"ANNEALED GLASS o^ F z Q THERMOPLASTIC SPACER N N N Q j G2 GLAIING DETAIL O z E nN^Z o 3 oME2119114 z0 0 SCALE N.T.S. s � Dwc.er: JK m CHN.B.- LFS 3 DRAWING NO.: d Z FL-16842.2 0 N SHEEP s OF 6 V K 9122/2620 Florida Building Code Online 'ate. :,_���.« a.�i":r�:::;.��:w.�; ,s. < ■ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Florida rProduct Approval P USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detall FL# I- FL15054=R7-'—' -� Application Type Revision-, Code Version 2017- �` _ Application Status ppro ev d� Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd. tampa,FL 33610 (813)626-6000 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Ema€I Quality Assurance Representative Address/Phone/Emal€ Category Windavrs. _ .� Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt Evaluation Report Florida License PE-43409, Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan J. King,A.E. ( Validation Checklist-Hardcopy Received Certificate of Independence FLIS054 R7 COI (d) Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2005 AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2008 ASTM E1996 2009 TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15054 R7 E9u1y (a) Flu€valency of Standards,pdf https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2Zy€P18Ew9YUwBR2QXt5JskwNBtiMUziSW4G€Q%3da/o3d 1/5 9/22/2020 Florida Building Code Online Sections from the Code Product Approval Method Method I Option D Date Submitted 06/19/2019 Date Validated 06/19/2019 Date Pending FBC Approval 06/25/2019 Date Approved 08/13/2019 Date Revised 07/26/2020 Summary of Products F_--i 0 Go to Page Page 1 2 FIL# Model,Number or Name Description 15054.1 a. DuraGard Fixed Window Extruded Vinyl Direct Glazed "Non-Impact" Fixed Window utilizing a Nail Fin Installation(0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R7 11_(a)j_n_st_15D_54.1.p_df 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 15054.1 for Design Pressure Ratings,any FL15054 R7 AE_(A) Eval 1_50541 p!Lf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 15054.2 b. DuraGard Fixed Window Extruded Vinyl Direct Glazed"Non-Impact" Fixed Window(0 I configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R7 II 1-aUns-t-11-5-05-4.2adf 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 15054.2 for Design Pressure Ratings,any FL15054 R7 AE Ja) Eval 15054.2.12 additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 15054.3 c,TrustSeries Fixed Window Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window I utilizing a Nail Fin Installation (0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R7 II a)_Lnst 15054.3.p f Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant.No Created by Independent Third Party:Yes Design Pressure- N/A Evaluation Reports Other:See INST 15054.3 for Design Pressure Ratings, any FL15054 R7 AE-(-q) Eval 15054.3.pd additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15054.4 d.TrustSeries Fixed Window Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window(0 I configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15054 R7 11 a)jnsL15Q54_.Ap I Af 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 15054.4 for Design Pressure Ratings,any FL15054 R7 AE (a) Eval 15054.4.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 15054.5 e. Sashlite Fixed Window Extruded Vinyl Sash In Frame Glazed"Non-Impact" Fixed I Window utilizing a Nail Fin Installation(0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R7 II-(A)_Lnst 15054.5.pff 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 15054.5 for Design Pressure Ratings,any FL15054 R7 AE (q)_Eval 15_054.5 p_df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https://floridabuilding.org/pr/pr_app_.dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiP18Ew9YUwBR2QXt5JskwNBtiMUzjSW4GIQ%3d%3d 2/5 9/22/2d20 Florida Building Code Online 15054.6 f.Sashlite Fixed Window Extruded Vinyl Sash in Frame Glazed"Non-Impact" Fixed I Window(0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ. No FL15054 R7 II-W-Ing-150 54.6.p_9f 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 15054.6 for Design Pressure Ratings,any FL15054 R7 AE (a} Eval additional use limitations, Installation instructions and product Created by Independent Third Party:Yes particulars, 1 1 15054.7 g. DuraGard Fixed Window Extruded Vinyl Direct Glazed"Impact"Fixed Window utilizing a I Nall Fin Installation(0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R7 II (a)Inst 15054.7,p gLf 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 15054.7 for Design Pressure Ratings,any FL15054 R7 AE Ja) Eval 15054.7.pd additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15054.8 h. DuraGard Fixed Window Extruded Vinyl Direct Glazed "Impact"Fixed Window with I Flange(0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R7 II_M_Inst j5_054&.p_0f 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 15054.8 for Design Pressure Ratings,any FL15054 R7 AE_(q)Eval 15054.8 p_!ff additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 15054.9 1.4600 Fixed Window Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window I utilizing a Nail Fin Installation (0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R7 II (a)Inst 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 15054,9 for Design Pressure Ratings,any FL15054 R7 AE (a) Eval 15054.9.ppylf additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 1 1 15054A0 j.4600 Fixed Window Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window with I Flange(0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ. No FL15054 R7 11 (a)Inst 15054.10.pff 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 15054.10 for Design Pressure Ratings,any FL15054 R7 AE pff additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15054.11 k.4650 Fixed Window-Impact Extruded Vinyl Direct Glazed"Impact"Fixed Window utilizing a Rated-HVHZ Nail Fin installation(0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS054 R7 11_(a)Inst 15054.1l.p-df- Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant.Yes Created by Independent Third Party:Yes Design Pressure.N/A Evaluation Reports Other: See INST 15054.11 for Design Pressure Ratings,any FL15054 R7 AEA Eval 15054.1l.pd additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 1 1 15054.12 I. 4650 Fixed Window-Impact Rated Extruded Vinyl Direct Glazed "Impact"Fixed Window with I-HVHZ Flange(0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15054 R7 II_(A)_Inst La054.12.pfff 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 15054.12 for Design Pressure Ratings,any FL15054 R7 AEA)Eval 15054,12.pff additional use limitations, Installation instructions and product Created by Independent Third Party:Yes particulars. https://floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDquS73Fr2Zy!Pl8Ew9YUwBR2QXt5JskwNBtiMUzjSW4G[Q%3d%3d 3/5 8/2212020 Florida Building Code Online ' 15054.13 m.9600 Fixed Window Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window utilizing a Nall Fin Installation(0 configuration) Limits of Use Installation Instructions Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, RE.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15054.13 for Design Pressure Ratings,any FL15054 R7 AE_W_EyaLj5q_5413 pff additional use limitations, Installation instructions and product Created by Independent Third Party:Yes 15054.14 __j-n_9600-Fixed-Wind6W—_ E-xfr—udi-d-Viffgl-DiFCct-Glazed-"Non--Impact,"-Fixed Window with Ll its of Use Installation Instructions Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,RE.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15054.14 for Design Pressure Ratings,any FL15054 R7 AE-(a (a Eva] 15054.14.odf additional use limitations, installation instructions and product Created by Independent Third Party:Yes 15054.15 o. 9650 Fixed Window-Impact Extruded Vinyl Direct Glazed"Impact" Fixed Window utilizing a I Rated Nail Fin Installation(0 configuration) Limits of Use Installation Instructions Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,RE.43409 Impact Resistant.Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15OS4.15 for Design Pressure Ratings,any FL15054 R7 AE_(c)Eval 15054.15 pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes 15054.16 p.9650 Fixed Window-Impact Extruded Vinyl Direct Glazed"Impact"Fixed Window with I Rated Flange(0 configuration) Limits of Use Installation Instructions Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,RE.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15054.16 for Design Pressure Ratings,any FL15054 R7 AE !1) E additional use limitations,installation instructions and product Created by Independent Third Party:Yes 15054.17 q.9650 Fixed Window-Impact Extruded Vinyl Direct Glazed"Impact"Fixed Window utilizing a I Rated-HVHZ Nall Fin Installation (0 configuration) Limits of Use Installation Instructions Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, RE, 43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure- N/A Evaluation Reports Other:See INST 15054.17 for Design Pressure Ratings,any FLIS054 R7 AE-(c)-_F_v—al 15D_54.1Lp f additional use limitations,installation instructions and product Created by Independent Third Party;Yes 15054.18 r.9650 Fixed Window-Impact Rated Extruded Vinyl Direct Glazed"Impact"Fixed Window with Limits of Use Installation Instructions Approved for use outside HVHZ:Yes Verified By: Lyndon R Schmidt, RE.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15054.18 for Design Pressure Ratings,any FL15054 R7 AE A)Eval 15OS4.18,pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes 15054.19 s.4800 Twin Mulled "Common Jamb" Extruded Vinyl Direct Glazed"Non-Impact"Integral Mulled Fixed Window "Common Jamb"Twin Fixed Window with Flange(0/0 Vertical or Horizontal configu rations) Limits of Use Installation Instructions Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, RE,43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15054.19 for Design Pressure Ratings,any FL15054 R7 AE_W Eval 15054.19.of additional use limitations, installation instructions and product Created by Independent Third Party:Yes httpa:kOohdabui\ding.org/pr/pLupp_OU.aapx?punum=xGB/XCxwtOquG73Fr2ZyiP!8sweYUwoR2Qxt5JshwmeuiMUzIoVY4G[Q`/*3d`/`3d 4/5 �•``�C O''•� .x 61.1"MAX OVERALL FW WIDTH _V e 3S* "�n a== j" `� 5UU F 60"MAX OVERALL FRAME WIDTH N z gg;O Now 661math y=: WINDOWSOLUTIONS 4901 Oak' air Ivd.,Tampa,FL 33610 � 111� v N = x a aE E� Zm°=� 0 / as Ng -0La 9600 Fixed window o E oz t � w/ Flange �a w Z U= O "NON-IMPACT" of oZ cn Q GENERAL NOTES a z y W N 1. This product has been evaluated and 6 in compliance with the 6th Edition a y (2017)Florida Building Code(FBC)structural requirements excluding the oI � "High Velocity Hurricane Zone"(HVHZ). a a a 0 2. Product anchors shall be as fisted and spaced as shown on details. / cc Anchor embedment to base material shall be beyond wall dressing.or m stucco. z LL 3. When used in areas requiring wind bome debris protection this product is N o 60"k 96"Frame Shown required to be protected with an impact resistant covering that complies o z W= O with FBC Sections 1609.1.2&R301.2.1 2. cl 0 a 4. For 2x stud framing construction,anchoring of these units shall be the NOTE:VERTICAL ORIENTATION SHOWN(HORIZONTAL ORIENTATION ALSO APPROVED) tj same as that shown for 2x buck masonry construction. o :.._. X 90VERALL??:;i:::::MAX::OVERAIL:,_. ,,. A � .. DESIGN;PRESSURE;`%ti>; a o u a::.:::•.. :::•:zr>;_::;s::-:r:::,:.:,• ;:;::::All/UC;�:;::�r;:::..�;::-:..:: 5. Site conditions that deviate from the details of this dravnn require further 9 q y ;FIANGEI:`ii:;`i ;;>a;3:;:•ii'_FRAME:;:?;zs`-=: is:DAYlfrFe;;>:.;;,.;,;-:;:.;.:i: :.;:;•;:;;:;<_::::: . engineering analysis by a licensed engineer or registered architect. : �E N'FEN510r:'::% NPErii.,,•,_,, :. :.'................ w i Q ,D, 10 ...... M fl........ ...:..::::..:.:::...._.::::-:::-:.... pOS _:;>:NEG:;::e;::: N N z TABLE OF CONTENTS 49.1"X 49.1" 48.0"X 48.W 43.75"X 43.75" Gl +100.0 -100.0 Z N Z O SH DESCRIPTION I Typical elevations,design pressures&general notes 61.1"X421" 60.0"X41.0' 55.73"X36.79' G1 +'100.0 -100.0 GAre 6126115 2 Horizontal cross sections scue N.T.S. ° 3 Horizontal cross sections 73.1"X 73.1" 720"X 720" 67.75"X 67.75" G2 +80.0 -80.0 DW&EM JK m z" FE4 Buck anchoring 0%BY, CFS 3 5 Frame anchoring 61.1"X 97.1" 60.0"X 96.0' S5.75"X 91.75" G3 +80.0 =80.0 GNAWING ND-- Ir 6 Bill of materials,components 8.glaring details FL-15054.14 0 'n sN¢r 1 of 6 it R:\Clients\New South Windows PERMANENT\A-Florida Product Approvals\FL-15054 Fixed\C-Drawings\FL-15DS4(2017)\FL-15054.14.dwg,2-2 v �A *vz . z m ' a 02 GO 3: n 0. O\` ll�fllJl T y N O Z 0 IJ I0 Q O F op O d wZ m sip m a D z �Ns a C.n " H C. s 0 5 �� N 6cp W, 0z z1;, I� 0 I0 No.43409 n October 12 2017 ' r = F $ PRODUCT: Doeumento Prepared %r.��i�`'• C1t10►•.r�•• ��` I cs j NewSDuth Lyndon F. Schmidt .per N Cn P.E. No. 43409 �''/` 1,0 'flf 11111E\\\ 2 9 22 17 UPDATE 70 67H ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS. INC. a' x VI 1FT Err' 9 26 16 ADDED ALT. ANCHOR LOCATION LFS P.O. Box 230, Volrico, FL 33595 to p NO DATE BY CROSS SE CTIONS HORIZONTAL Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 BUILDING CONSULTANTS IND. R:\Cilents\New South Windows PERMANENT\A-Florida Product Approvals\FL-15054 Fixed\C-Drawings\FL-15054(2017)\FL-15054.14.dwg,3-2 O �3 . z d . C —• ° n R� r 0 d z N , ww wN w� A I� - a O r Cn m in a -n \, z 9 7 _ WW W N - ° �� \✓ pyw•1° d°• n h`.I O d ` ac N 3 > B a o n a>a o a sm ohm ON O rw 7+ z V7 .z N . 1� �0 �00 � A titi V,.••�NOCa••.�` �� No.43409 OCtober12 2017 i $ PRODUCT: Deoumenta Prapa"d tsy:rlow NewSouth Lyndon F. Schmidt I rn P.E. No. 43400 w o to r .4 � 2 9 22 17 UPDATE 70 6TH ED. 20t7 fEt4 dK PART OR ASSEMBLY: //x� BUILDING CONSULTANTS, INC. to -. 7 9 26 i 6 ADDED AL7 ANCHOR LOCATION LF'S tJ�+�P,0. Box 230,Vairteo, FL 33595 �m a tr NO DATE gY NOR(ZONTAL phone No.: 813.059.9107 REVISIONS CROSS SECTIONS FBPE CA. No. 9813 0 2013 R.W.SUILOINa CONSULTANTS(Na. 11.5 MAX. O m O.C.(iYP.) 4" .,$. ` =an a n :. (TYP.) V.ur! `6 fit .Z=Z 4'm I ri 7.5"MAX. gip' i O.C.(TYP.) P .. 7'MAX. ��i�••''••..... (n•P)--1 O.C.(TYP.) rri c 1.1 o no 10 zo a 4" ^g� 0N0 P " P.) N�Y EC, ZmoQt on. m aa`T }C d y 4 2X BUCK Q E v°z ppoi f� 2X BUCK 2X BUCK D v MASONRY (TYP-) a OPENING —P ZE MASONRY D 3 Y q� OPENING (TYP-) z 2 an� F O U p _ N Q EE, MASONRY �ATYP-, d O_ a i < OPENING r�a �. - � j o 'e o of J a y a a ^ BUCKANCHORING 48"x 48"MAX.FRAME SIZEZco 4 I mz BUCKANCHORING i 1.S'MAX. 72'x 72'MAX.FRAME SIZE O.C.(TYP.) 4„(TYP.) SBUCKANCHORING w op 60"x 96"MAX.FRAME SIZE Z m a' CONCRETE ANCHOR NOTES: ( o S 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. `* '9 2 Concrete anchorlocations noted as MAX ON CENTER'must be adjusted to e LL maintain the min.edge distance to mortarjoints,additional concrete anchors w i maybe required to ensure the MAX.ON CENTER"dimension are not exceeded. MASONRY N N 3.Concrete anchor table: OPENING D rn m m a .....::......:: ,:.::::,:.:::::..:.. (TYP.) z ANGffOR;:ANCHOR:r y:%i:MfNx t::; :,M,...IN.CCEARANGE MIN:CLEAI�gNCf: N�Z TO MASONRY iO ADJACENT..:;_ a TYPE SIZE EMBEIIMENT EDGE . ....-. 2X BUCK o N _.. ... ......... ANCHOR;:`:`: urn 6 26/15 z aV N.T.S. ° TA ON® 1/4" 1-1/4" r 4" DWG.BY. JK m ELCO 1/4" 1.1/,V 1" 4" 3 ULTRACON® BUCKANCHORING cHx BY: LFS WOOD SCREW INSTALLATION NOTES: 60"x 41"MAX FRAME SIZE GrztxsHc NO.: 1.Maintain a minimum 5/8"edge distance,1"end distance,&i"o.c.spacing of FL-15054.7 4 a 15 wood screws to prevent the spilling of wood. snrEr 4 or 6 V C 9.5"MAX.O.C. ) ) ) `�: VYP) o.J Z n 9.SMAX.O.C. i��• .... . fit it, bra �� ay5" n i V N oZ N G1-v U N Z Z oU F L 2X BUCK F L 2X BUCK g u g 9 m co a .a urn maa� G H 1X BUCK FRAME G H IX BUCK gg o �`o D DIRECTTOMASONRY D DIRECTTOMASONRY 6 0 9� K STEEL STUD 2XBUCK K STEELSTUD 8 rid FRAME F L 2XBUCK �•) MASONRY PP) 2X BUCK G H 1X BUCK o FRAME U OPENING U O p D DIRECTTOMASONRY .t. c� a 9 :E� �� K STEEL STUD Cc 2X BUCK 0: o (TYP.) O z ? F MASONRY < . OPENING 7777 � Dc Q o a a a FRAME ANCHORING MASONRY FRAMEANCHORING 7T X 77 MAX.FRAME SIZE OPENING 48 X 48"MAX.FRAME SIZE m o` 6 0 12.75'MAX.O.C. o 0 FRAMEANCHORING (TYP.) S a 60"X 96"MAX.FRAME SIZE �P') w= o oIj w a v CONCRETE ANCHOR NOTES: m 0 1.Concrete anchor locations at the comers may be adjusted to maintain the min. F L 2XBUCK a a q edge distance to mortar joints. f" a z 0 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to G H IX BUCK ^ O m LL maintain the min.edge distance to mortar joints,additional concrete anchors MASONRY N o L a maybe required to ensure this MAX.ON CENTER"dimension ore not exceeded. OPENING D DIRECT TO MASONRY `�p z 3.Concrete anchor table: m rn 'a Z :::::::.:.:.:. 2X BUCK z MIN:GiEARANCE}_MIN:%CLEARANCE K STEELSTUD U ^z o° ANCHOR;:;:ANCHOR: .`i;`i..MINr',......;;:; .............:...... ... ...... ........ w ;>;`: ................. . : ...:.TO,AAAS NRYr::;r:TOf1D]ACEM;;:? O w EMBEDMENT P. o .... a .:.. ... ....:..:.-.:..:,..::.:::, - EDGE:;;:?':.`.;:;;':ii;};:;'i4NCHOB.; a� an:: 6126115 z 3 FRAME [1 1 1 1 : scut N.T.S.iTYV ° TAITW 0 1/4" 1-1/0 7 4" ELCO o DWG.BY. JK m r ULTRACON® 1/4" 1-1/4" 1" 4" FRAME ANCHORING CHIC.BY.. LFS ; .9 WOOD SCREW INSTALLA71ON NOTES: 61"X 42•MAX.FRAME SIZE DRAWING NO.: R 3 z 1.Maintain a minimum 5/8'edge distance,1"end distance,&1"o.c.spacing of FL-15054.14 0 wood screws to prevent the splitting of wood. n sxacr 5 OF 6 u z BILL OF MATERIALS ITEM DESCRIPTION MATERUL 214" `�QA. :Q A I X BUCK(SG>=0.42) WOOD �' B 2X BUCK(SG>=0.421 WOOD I�" C IN MAX.SHIM SPACE - _d t Fb o Z= • m D IN X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL O �� OA45" z MASONRY-3,0�PSI MIN.CONCRETE CONFORMING TO ACI 0.8" I % �' •.. �� ' —"'GO E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE �����i it,t```� i o m 6 F #10 X 7'PPH SMS(1-1/8"MIN.EMBEDMENT) STEEL GLAZING READ u N•:Z G 1/4"X 3.1/4 HWH ELCO OR ITW CONCRETE SCREW STEEL 0 0.067' l J o a v o?� H 1/4"X 2�/4"HWH ELCO OR fIW CONCRETE SCREW STEEL oJ g L o 9 m.0 J STEEL STUD Min.Thk.033" (ASTM A653 GRADE 33 Fy=33 ksi min.,Fu=45 ksi min.) STEEL m a If K #10 PPH SELF-DRIWNG SMS STEEL 0.37' a L� L #10X7PPHSMS(1-1/2"MIN.EMBEDMENT) STEEL "' �O0 A E `o- 1 EXTRUDED VINYL FRAME(437)• RIGID PVC o 'd 2 EXTRUDED VINYL GLAZING BEAD(736A)• RIGID PVC In 12 FRAME ADAPTER RIGID PVC w •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY a EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 0.05" H U� O -,U_ j N JU �N FRAME ADAPTER a 33 v FRAME 12 �I 0 0 0 O K J a a m Nc 0 m U Z � Fx � 5/8" 5/8" 5/9' N o GLASS BITE 7/8"OA.GLASS THK. GLASS BITE 7/8"O.A.GLASS THK. GLASS BITE 7/8"OA GLASS THK. N GLAZING SEALANT GLAZING SEALANT GLAZINGSEALANT w= o 8 (PECORA#895) (PECORA 0895) (PECORA#895) Ln Q J Q 0Lu 1/8"ANNEALED GLASS 3/16"ANNEALED GLASS 1/4"ANNEALED GLASS o 0 a a a o 0 o AIR SPACE a AIR SPACE a --AIRSPACE n u m r Q NNQ Z I/S'ANNEALED GLASS 3/16"ANNEALED GLASS I/4"AN14EALEDGLASS ALUM.SPACER L� ALUM.SPACER ALUM.SPACER N^z o° 3 DAM 6126115 z smut N.T.S. m $ GLAZING DETAIL GLAZING DETAIL GLAZNG DETAIL DWM BY. JK 3 G7 G2 G3 CHw eel. LFS wo DRAMNG NO.: N z" FL-15054.14 a 5 _ sHeer 6 OF 6 V OC 9/22/2020 Florida Building Code Online • ♦ � 1 8 a o � . 0 BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications I Contact Us BCIS Site Map, Unks Search Flonda Product Approval .nN USER:Public User ,�rtm,. tvir>t GYa,56a�.gAArUr Product Approval Menu>Product or Application Search>Application List>Application Detail • ? FL# �FL1685fi-R9-"'' Application Type Revision Code Version �:2017 ' —y,L Application Status Approved— Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd, tampa, FL 33610 (813)626-6000 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows — Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan J. King,P.E. C Validation Checklist-Hardcopy Received Certificate of Independence FL16851 R9 COI (f}Certificate of Independence_pd Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoLICDIJOgkfHCqWa/`2flmzfp%2fOKmCEYpAa/o3d%3d 1/5 9/22/2020 Florida Building Code Online . . . Product Approval Method Method z Option D Date Submitted 06/0812020 Date Validated 06/09/2020 Date Pending FaCApproval 06/12/2020 Date Approved oV/o«/aVuV Date Revised 08/07y2020 Summary mfProducts (Other:See INST 16851.2 for Design Pressure Ratings,any FI-16851 R9 AE pff additional use limitations,installation Instructions and product Created by Independent Third Party.Yes FL# Model,Number or Name Description 16851.1 a. 9400 Single Hung Window Extruded Vinyl"Non-Impact"Single Hung Tilt Window New Construction with Nail Fin (O/X-configuration) Limits of Use Installation Instructions 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 16851.1 for Design Pressure Ratings, any FL16851 R9 AE g)_Lval 16851.1.p f additional use limitations,installation instructions and product Created by Independent Third Party:Yes 16851,2— Single Hung-Winc ow Non-Imoact" -Hung Tilt Window with Limits of Use Installation Instructions Approved for use outside KVHZ.Yes Verified By: Lyndon K Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports ` 16851.3 c.9450 Single Hung Window Extruded Vinyl"Impact"Single Hung Tilt Window New I Construction with Nail Fin'(O/X-configuration) Limits of Use Installation Instructions Approved for use outside HVHZ:Yes Verified By: Lyndon K Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 16851.3 for Design Pressure Ratings,any FL16851 R9 AE_(!2)_EvaL1685l.3.pdf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes 16851.4 d. 9450 Single Hung Window Extruded Vinyl"Impact"Single Hung Tilt Window with Flange Limits of Use Installation Instructions 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 16851.4 for Design Pressure Ratings,any FL16851 R9 AE Je Eva] 16851.4,pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes 16851.5 e. 9450 Single Hung Window Impact Extruded Vinyl"Impact"Single Hung Tilt Window New I Rated-HVHZ Construction with Nail Fin(OIX-configuration) Limits of Use Installation Instructions Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,RE.43409 Impact Resistant:Yes Created by Independent Third Party;Yes Design Pressure: N/A Evaluation Reports Other:See INST 16851.5 for Design Pressure Ratings,any FL16851 R9 AE_(_b)_RKa1_j�k8Sl 5 pAf additional use limitations,installation instructions and product Created by Independent Third Party:Yes 16851.6 f.9450 Single Hung Window Impact Extruded Vinyl"Impact"Single Hung Tilt Window with Flange Limits of Use Installation Instructions httpsa//flohdabui|ding.onQ/pr/pr�_amp_dU.aopx?panym=wGEYXCxwtQqUnmTGTNdVPoombLiCDU0qNHCqW�/�2flmzfp`/`2fOKmCEYpA`/*3d`/`3d 2/5 J,,```��\titi* it Ill r'rrrr N'O-Wsoffth SEE CHART FOR MAX.OVERALL FRAME VMTHWINDOWsownw O W .. !o is 01••a 1,x o o o Ep zmorc N a aV 0a.. / O 019 7OGm ..t E 9400 Single Hung Window _ , � � o�a � dl V1 wf Flange lf� �p m i� z W� o "NON-IMPACT" o A . GENERA!NOTES o !2 A 1. This product has been evaluated and is in compliance with the bth Edition(2017) � o g Florida Building Code(FBC),excluding the"High velocity Hurricane Zone" X < n.�a WliZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor —91 embedment to base material shall be beyond wall dressing or stucco. 1 z 0 h Q 3. When used in areas requiring wind home debris protection,this product N o N LL required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.1.2. wow a ` U N_ 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. `� a S I••`I¢o 5. Site conditions that deviate from the details of this drawing require further o 0 0 0 engineering analysis by a licensed engineer or registered architect. Q I :MAIL.O.YERALL,.::•:.:htAyLOVE...t js?:'.a;a:�.'MAX::�€;isi7:�:=:';ite:MAX:i::>::::: z_�::;:::c;<:::c::sr::ry.,._........,........_.._...::•;;::<;::. o h,o� m RA .............................................................:...._.:.::<::::::::.:.,:::::s: ;::;;:11ES1GN:ARESSURE:::::::;:: N^ z :.�.::::::::.:::::..::: ....:::-::.-•::::.: IfiE:r:•;:::;;;-::a:;:•;;DAY.,.liil;;ta�::.;:-aGIASS;;:;:a;::::c:>r;:;::•r.:-:;;cr.�>�:>x:x:3::�i w z :;:::::'kIANGE::::..:-.:-:-::.::::.::FRAhdL::at:r::;:;:r.....................•....,........,........•..........•.... ..._................. �::..:.:::::::::.: o�h to r a o YT z _.......................................................::r::ve...:. .M .st.rC........_..tMEys[onr::;-t ::->. . .,....,.....:....... raae�o>:coNTENrs ::<or�r�rxrent:<: :_: n�fNsorr:-.�� ::;::- ......... ::. :;:::;;:<;::;.-.::..:.._......::.:.- ::.. € 817 :r s;:>;:izt17XI SHEM DESCRIPTION 2 1 Typical elevations,design pressures&general notes 55.0"X 77.0" S4.0"X 76.0" 472rx34A4" 49.75x 34.44" GI +50.0 -50.0 2 Vertical 2/i4 i4cal&horizontal crass sections a 37A X7&V 36.0"X72A" 29.Wx32.44" 31.7ex32.4C G1 + � N.F.S. 3 Vertical.&horizontal cross sections 65.0 "75.0 MM B.; dK m 4 Buck&frame anchoring 49.0'X85.0" 4&0"X84.0" 41.25"x38W 43.75"x38Ar GI CHKer: LFS 3 5 Components +45 0 -45 t? IX 6 Bill of materials and glazing detals DRAM;16 FL—f6851.2 c i SHF£r 1 OF (f N mclientANew South Windom PERMANENT\A-Florida Product ApprWal$\FL-168SI Single Hunq\C-DMvinqs\FL-168Sl(20l7)\FL-568512.dwg,2-6 7-z CL -4 CL zs CA 0 =8 R In G" 0 ZO C.) fil 0 ul I nm O o O 0 ob rn 10 1� 3E M Ch 0. m o n Lof m [itW OD X 0 0 1-1 "MIN. EM Ffp.) No.43409 March 30,2020 ax M P i I SINGLE HUNG WINDOW Lyndon F. Schmidt % ....... 1� —4 3 30 20 ADD FRAM SIZE US' P.F- No. 43409 2 0 Nd z- T IM,7 UPDATE TO 6TH ED. (2017) FBC JK 1 _ 'R, BUILDING CONSULTANTS, INC. 2 ADDED ALT. ANCHOR LOCATION LFS PART OR ASSEMBLY: 1 6126115 2014 FBC LFS VERTICAL & HORIZONTAL P.O. Box 230,VaIrIco, FL 33595 RJZONTAL 0 DATE !UPDATE To 5TH ED. CROSS SECTIONS Ph no No.: 813.659.9197 REVISIONS FBPE Registry No. 9813 (D 2014 R.W.BUILDING CONBULTANT8 IND. %tt I I I lilt d NOTE:Sheet Metal Screws must �A% * R penetrate a min.oi,3 threads E / through at Least 2 sheets of metal. . ' =_ . cot. u zn Zd �•�'•... • m CD TF v 3 21 INTERIOR D �'� '�i�i ... ``�� H 9 n z i z 1 �u� 0N- o o C B o Em i.3 orc aN~ 9da.LL m d a� c= .^ 2 G ..TILL K X 3 14 V, 12 /�/ 11 SEE NOTE 1 0 0 N / 2 G1 G1 EXTERIOR 10 3 a0 F Y �U 4 HORIZONTAL CROSS SECHON = �sy � - - -- - — — — -- Cn 3 = Metal Stud Construction-= -- --- ----- --- Q� � � �� Note: Z �" m 1.Lock and keeper located T from - rn o each end of lock/meeting rail. E 6 &I a ±50 PSF a a 1-1/4"MIN. MAX.DESIGN PRESSURE FOR ALTERNATE 9 20 ) INTERIOR z m = EMB.(IYP.) ANCHORING LOCATION SHOWN ON THIS SHEEP A EXTERIOR - - - -- --- -- - - -- -'- o u G1 8 ^ate > C 1 INTERIOR 1 C N J N a .. ( 21 1g 4 4 18 21 vv 22 13 w0$La o N U (A M+m�d� a 0 24 w�tip Cawa o. 5 0 o000 _ v' 3 3 ' d .. adRi • .v anN^Z o E 0-M 2119114 = p N.T.S. EXTERIOR G1 1-1/4"MIN. 3 VER17CALCROSSSECITON JK m r 2 Gl 2 EMB.)TYP.) 3 ?X Buck M Corutructlon @ Head CM ar LFS 3 E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION Masonry InstaA ion®SID �WM� a z 3 2X Buck Masonry Construction Buck Consttion $ 1 X Bk M Construction FL-16851.2 0 94M 3 or 6 � O d 3 EQ.SPACES too ITYP z N 17 zo N..o d a N a 9 z OZ0c SASH F 2X BUCK SASH o C Em mu a 2X SUB D 1XBUCK wri a. S og o`a BUCK FRAME ' cLi L� _ R srEasTUD _ "r✓ d �— E $Z ,. (TYP.) � 8 c w (� 2X BUCK 9 MASONRY D o OPENING ITY,) `t!= MASONRY 3 w OPENING j �I SASH — — SASH z C Z o I BUCK ANCHORING y� FRAME ANCHORING -'m (SEE SHEET 2) — L 2X BUCK SASH D 1X BUCK a m n a FRAME K STEEL STUD N o N J — PP.) m z W 2 W O W Z V1 c 2X BUCK a LU 0 J p K Q o CONCREfEANCHORNOTES: MASONRY 1.Concrete anchor locations at the comers may be adjusted to maintain the min. OPENING . o 0 0 0 edge distance to mortarjoints. SASH ¢ c i 2 Concrete anchorlocations noted as MAX.ON CENTER"must be adjusted to o^N�2 maintain the min.edge distance to mortarjoints,additional concrete anchors az may be required to ensure the MAX.ON CENTER"dimension are not exceeded.z3.Concrete anchor table:aI ''C RA CE:`MIN`C E :A.... NEHO. __:yr:;.:M1Nity::.ii;; N:......:.....:..:... IEARA.:.G.: =O : ADI4E ' o ; ;i;Fi;:51IE;; : ..........DM�N' `>:::::::...:..::.:x:;::3;;:e n:::::::::a-....:...........,:;:. a n 3 :::::.::.-::,................ :::.::..................:.. EDGE:-:::::..: ::ANGHORe::, DATE 211ITW z N.T.S. 3 TAPCON® 1/4" 1-1/4' 2° 4" FRAME ANCHORING --LE . JK m ELCO ULTRACON 1/4' 1.1/4" 1" 4" ALTERNATE ANCHORING(SEE SHEET 3) OX BY. LFS 3 (MAX.D.P.=50 PSF) DRAWING NO.: a d WOOD SCREW INSTALLATION NOTES: a 1.Maintain a minimum 5/9"edge distance,1"end distance,8 I"o.c.spacing of FL-16851.2 0 wood screws to prevent the splitting of wood. SNEEn L OF 6 R s R,.\c1Ients\New South Windows PERMANENY\A-Florida PtoductApprovalAFL-16851 Single HungNC-Drowings\fL-16851(2017)\FL-168512dwg,5-6 2.27' 3.2V'— 0.062, F7 O -2.19" 2,74.-- 124'1 0 0 0r � PR o 1.61" jjl.24� J'0j � D bi to 0.26" -T o IAT- 0.212 to IO� ,��n 0 �E G) c CHl No,43469 March 30,2020 T e 2 94 PRODUCT: Document.Prepared B)r 71 don F. Schmidt SINGLE HUNG WINDOW Lyndon No. 43409 't a JO 0 ADD FRAME SIZE TFS' ' 10 08 17 UPDATE TO 5TH ED. (2017) FBC JK 0 2 16 ADDED D ALT. ANCHOR LOCATION LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 1 "62. UPDATE - - --TP.O, 8 230, Voided, FL 33595 TE TO 37W ED. T20M)—FdC S P 1 *x NO DATE I BY COMPONENTS Phone No.: 813.659.9197 REVISIONS I FBPE RogT*tfy No. 9813 02014R.W.BUILOINGCONSULTANTBINC. BILL OF MATERIALS REM* DESCRIPRON MATEWAL �J,�. i1 N A I X BUCK.(SG>=0.42) WOOD B 2X BUCK(SG>=0.42) WOOD C 1/4"MAX.SHIM SPACE - .1 :Z- _W o n D 1/4"X 2 3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL i v:, Z & o MASONRY-3,OOD PSI MIN.CONCRETE CONFORMING TO ACI % )'., �_m E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE ','��� b1 �PIF�1,•�:����` z o m i^ F #8 X 2-1/4"PPH SMS(1-7/16"MIN.EMBEDMENT) STEEL $N.. G 2X STUD(SG-0.42) WOOD o 0 9 Z x 19 H #10 X 2-1/2"PPH SMS STEEL 9 m g w J STEEL STUD Min.Thk.033" (ASTM A653 GRADE 33 Fy=33 Id min.,Fu=45 W min.) STEEL a '"7 'm a a0 IL 120 K #IOPPHSELF-DRIWNGSMS STEEL 4 L #10 X 7'PPH SMS(1-1 IT MIN.EMBEDMENT) STEEL E `o Z 1 EXTRUDED VINYL FRAME(465)' RIGID PVC g aL 0 2 EXTRUDED VINYL GLAZING BEAD(736A)' RIGID PVC o a 3 EXTRUDED VINYL GLAZING BEAD(425A) RIGID PVC N 4 SILL (469)' RIGID PVC 3 5 STILE(438)' RIGID PVC o IV) 6 MEETING RAIL(4771' RIGID PVC 3 wo 7 LOCK RAIL(476)' RIGID PVC r 8 BOTTOM RAIL(485B)' RIGID PVC m U-N 9 MEETING RAIL REINFORCEMENT 6063-T5ALUM w N og 10 LOCK RAIL REINFORCEMENT 6063-T5 ALUM < 11 SASH LOCK o m¢ 3 12 KEEPER OI 0 13 BOTTOM RAIL REINFORCEMENT 6063-T5ALUM 14 HEAD ADAPTER(473)' RIGID PVC` GLASS BITE 718'O A.GLASS TNK. J } 18 STILE REINFORCEMENT 6063-T5ALUM GLAZINGSEALANT m 20 WEATHERSTRIP (SIKAFLEX-552) 21 BALANCE COVER(468) RIGID PVC 1/8"ANNEALED GLASS o m 22 EXTRUDED VINYL GLAZING BEAD W/DRIP EDGE(467)' RIGID PVC ^_ 24 BULB GASKET(AMESBURY) FOAM N N m 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY w w o EXTRUDERS LICENSEES IN AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. a AIR SPACE N Z a O¢ ' V J O c # 1/9'ANNEALED GLASS o METAL REINFORCED BUM o ao o O^ o^ m Q Z O ^ D H o r z G1 GLAZING DETAIL o Q, o 'm a = a n N^Z O U WE 2/19 14 'z c° _ srAr. N.T.S. � 5 3 owB.Br: JK m v� CHK.B.. LFS 3 3 ORAWWC NO.: Y FL-16851.2 0 N SHEET 6 OF 6 i fit 9/22/2020 Florida Building Code Online a 0 d v 6 g„t t k, .r:�. BCIS Home Log In User Registration I Hot Topics I Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map, Links 'Search FloridaP go Product Approval �y� rUSER:Public User &Bvl N.ifl _ +� Product ppMygl Menu>product or Aoplicatio,p Search>Applkation List>Application Detail FL# CFL1,5413=116—iL' :&3 v 4 Application Type Revision-- Code Version 2017—"' Application Status (Approved—., Comments Archived -' Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd. tampa,FL 33610 (813)626-6000 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mtillions_ _ Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer LA Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan J. King,P.E. 1' Validation Checklist-Hardcopy Received Certificate of Independence FL15413 R6 COI (b) Certificate of Independence.pilf 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:/Ifloridabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDgtep%2bDhVRQZHLwQrlrITH4laN8pZ4w4OvXzFGY51mef9Q%3d%3d 1/4 9/22/2020 Florida Building Code Online Date Submitted 02/12/2020 Date Validated 02/12/2020 Date Pending FBC Approval 02/17/2020 Date Approved 04/07/2020 Date Revised 07/26/2020 Summary of Products FL# Model,Number or Name Description 15413.1 a. DuraGard,Sashlite Clipped Mullion Extruded Aluminum Vertical Clipped Structural Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL15413 R§ 11_(j2)jDg_L541_31 pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: See INST 15413.1 for Design Pressure Ratings,specific FL15413 R6.AE-(c)-Lval 15413.1.p& use[imitations,installation instructions and product particulars. Created by Independent Third Party:Yes I 15413.2 b. DuraGard,Sashlite Clipped Mullion Extruded Aluminum Vertical and Horizontal Clipped Structural Mullion for use with impact and non-impact window products In Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS413 R6 11 12)jMst 15413.2.p Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15413.2 for Design Pressure Ratings,specific FL15413 R6 AE_(.q)Eval 15413.2.pd use limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 1 15413.3 c. DuraGard,Sashlite Clipped Mullion Extruded Aluminum Horizontal Clipped Structural Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:No FL15413 R6 11_(12)_Inst 15413.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15413.3 for Design Pressure Ratings,specific FL15413 R6 AE-(g;)_Fval_15413.3.pdf use limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15413.4 d.4100 Series Clipped Mullion 4100/4150/4160/4175 Extruded Aluminum Vertical Clipped Structural Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL15413 R6 11, 12)_InsLI5 134 p I A___df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15413.4 for Design Pressure Ratings,specific FL15413 R6 AE_(c)Eval 15413.4.pd use limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15413.5 e.4100 Series Clipped Mullion 4100/4150/4160/4175 Extruded Aluminum Vertical and Horizontal Clipped Structural Mullion for use with impact and non-impact window products In Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL15413 R6 II-(b)jnst 15413.5.pgf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, RE.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15413,5 for Design Pressure Ratings, specific FL15413 R6 AE_W Eval 15413.5.pd use limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15413.6 f.4100 Series Clipped Mullion 4100/4150/4160/4175 Extruded Aluminum Horizontal Clipped Structural Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL15413 R6 II-(-b)Inst 15413.6.pd Approved for use outside HVHZ:Yes Verified By: Lyndon R Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: See INST 15413.6 for Design Pressure Ratings,specific FL15413 R6 AE_(_q)_Ev_a_I_15_4_1_36 pdf use limitations,installation instructions and product particulars. Created by Independent Third Party: Yes https://fioridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDqtep%2bDhVROZHLwQrlrlTH4laN8pZ4w4OvXzFGY51mef9Q`/`3d`/*3d 2/4 9/22/2020 Florida Building Code Online 15413.7 g.4175 Series Clipped Mullion 4175 Extruded Aluminum Vertical Clipped Structural Mullion for use with impact and non-impact window products in Masonry I or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15413 R6 11 (j2)j0gjj5413.7.pqf Approved for use outside HVHZ.Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: See INST 15413.7 for Design Pressure Ratings,specific FLI5413 R6 AE_(_q)_EygLjS4j3.7.pdf use limitations,installation instructions and product particulars. Created by Independent Third Party:Yes I - 15413.8 h. 4175 Series Clipped Mullion 4175 Extruded Aluminum Vertical and Horizontal Clipped Structural Mullion for use with Impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15413 R6 II h)jn At 15413&pdf _ Approved for use outside HVHZ.Yes Verified By: Lyndon K Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15413.8 for Design Pressure Ratings,specific FL15413 R6 AE_(c)Eval 15413.8.pd use limitations, installation Instructions and product particulars. Created by Independent Third Party:Yes 15413.9 -l-.-4175-Series-Clipped-Mullion -4175-Extrud.ed.Alum_lnum Horizontal Clipped Structural Mullion for use with impact an -iffi0act,window-products In ' Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15413 R6 II _(b)Inst 15413.9.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15413.9 for Design Pressure Ratings,specific EL15413 R6 AE-(-c)_Ev_aj 154_13.9 p_d_f use limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15413.10 j.6580 Series Clipped Mullion 6580 Extruded Aluminum Vertical Clipped Structural Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use In HVHZ: No FL15413 R6 II _(c)Inst 15413.10.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15413.10 for Design Pressure Ratings, FL15413 R6 AE_(c)Eval 15413.10.p f SL specific use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15413.11 k.6580 Series Clipped Mullion 6580 Extruded Aluminum Horizontal Clipped Structural Mullion for use with impact and non-impact window products In Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL15413 R6 II_(g)_jagLj_5413.11.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant;Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15413.11 for Design Pressure Ratings, FL15413 R6 AE A) Eval 15413.11.pd specific use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 15413.12 1. 6580/4175 Series Clipped Mullion 6580/4175 Extruded Aluminum Horizontal and Vertical Clipped Structural Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use In HVHZ: No FL15413 R6 II-(c)lnst Iff_15413.12.p f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant,Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15413.12 for Design Pressure Ratings, FL15413 R6 AE_(g)_EyaLjaA_13.12 gd specific use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, EE Contact Us::2601 stair 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 850.487.139S.-Pursuant to Section 4S5.275(1), https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVXQwtDqtep%2bDhVRQZHLwQrl r]TH4laN8pZ4w4OvXzFGY51mef9Q%3d%3d 3/4 A A ® B L 133HS 6ulroyouo1ong g 6'�ltiSL-7� seW?P��Iow9jo4oW L z ;a+ONZM OWN amnssom u61sad A 9 9 9'6 (uo" o sa w--oid u " f (uo4ojnlsvl poom)seigol auuseid u6aaa S � m W ;As mm (pamopo asp soldNaw umoys qua ulvo (uo4opolsul al—ol salgo;—smd ul3pa 4 � 'S t'N 3ms SLNO MOONIWI 03T1fiW (uo4opolsul elonuoo)solgol ainssa d ubpa E o o S_t/F ZL am suo4oesss=TSuolepluouodwo° selou lnuaue619 sua4nnala ICOIdAJ l o Mumma 9133HS n SW31N0]d0319V1 z i -MW uogoaS M jo sluawannbal ay}4aaw Jloys'vaua}soj Bulpnpul•s{uauodwoo wnulwniv •6 J uo4onlona 6uuaaW6ua a}o�odas o�}oajgns am uoyonlrJne sn(}u)palanoo{ousuoµpuoo Auy g s 'uoyonysuoo Nuosow�nq xZ Fl _' $ m)umoys loy(so awns ay)aq joys sJlun 9saL4 jo 6uuoyouo'uopn4suoo BuiWO4 pnls xZ joj •L •000n(slo 6ulssalp jom puoAaq aq joys loualow osoq of juawpagwaJ04OUD uoolnyJ •9 g F E $ juoBt"s Wow sl janayolym'lonojddo lonpold Bum 5lonpwpul yooa ul z ; o`� %// S uMoysso to BuImolp sly}ul UM04S so aq joys uo6nw ay{of lonpold 6u9ol6 yooa 10 6uuoyouy •g N N N L o •pasn shnpold 6ugolB lonpwpul all p 6ul P lo�a�nssald u6lsap ay)to Jonolddo sly}Bulsn pal peds so uojinw ayt;o A}lbpdoo pool ay})o vassal ay}aq Jjoys TQ Aigwasso ay;lo'BLkpj einssaid Opp ayl •ionolddo pnpo)d uo jlnw slgl yllm 6uolo pe41wgns eq lsnw suojlnw esayl.44m pasn}onpold Bum yooa jo;slonolddo}onpold alnJodaS •y l0!o4J0 6u!Pjn9 ay{Aq pameuaJ x £ Z L Nvas Nomnw ivlNonaoH m eq NO aJn}ongs ay1 o}spool 181suo4 o;Auadold paloyouo aq}snw'sieylo Aq gonq pooM •E o 9 l 9 l 9 Q 'BUU9AO3 luolslM loodwl uo annbal lou swop puo Ogj ay}jo qZq l uol}oaS y}wk sajdwoo a g 9 S b =: (smopulm pa al 1podun„ZHA ,,ylum layJa6o;pajnw li)lonpold SILO•„ZHAH ay}ul pasn uayM Z o z -.auoZ eugownH 40019A yBlJj ay}Bwpnlow s}uawallnbai loin n4s(Ogj1 apo0 Gulp jng r 4 o opuoJ j(L l OZ)uo4lp3 L49 ay{tolM aouo jdwoo ul sl puo pa}onlona uaoq soy lonpold slyl l y; za 3 n NMOHSIONHSVS %// - - -- - - - ---- - --- - - -- - - ----- - - - -- - ---- -- - ---- N - - - .S310N Td"M213N3J- - - rn c o= Z r r �.H101M3WVa� � a. o yy z ° "" uo► n pan on adds n uoz�ao .11 W1 � ASP .l� l � H wnu►wnld papnjlxa �a ` SLIti ��vm um O S I A Fq.• 0 6. o o a $ uo!IInW SLIti 'odwn A 11D D Mir �� ':� ii m�o r i 0 Emo 2. •Z' : s"oilniosM00NIM z'r. * _ W�: m :�; lnosmaN 0 * Shown with NewSouth Series 4000 single � O'�:•• 'y In frame under separate approval. •�j Other NewSouth approved frames may _r a� "J_Z n be used. +C1 * r�_- n m z' CR f18X1'PHSeIf-Dri6rngsspaango noteswn ) ''',���rlr..... Isss�? ``` o0°Di Use the frame anchoras the individual window product approval(The 0 a.; min.required screw spacing is T from each n a 0 =i-4 end and 24•max oc.througout). U c�v g t o' 9 m w 0 IL \ 1 d A LZ m dad v `0LL c of 41 b � OI � 9 Snap-an vinyl mull cover o Cn En �w pp in W W Zh EL n yW -111 HORIZONTAL CROSS SEC17ON Q o U 4175 Mu]Uon to Window Connection o I a Z o i P m U 4 O OO O O .� O O Ln z S ?_ c fi in� 0 0.125' _ in a o m CD � OS67'� 1.879 1.875 a d LL 1.37S' .NMUWON-70MUWONCNP 331 v 6063T6MUM(1.IOSwIdeJ — 0 ^w i 0 N Q z 1 MUWON 117 'o n o m u 6063T6 ALUM ° 0.125 c �_ z o° Notes L aTe 1213115 i 1. Refer to individual window product approval for fabrication U.,r. N.T.S. and installation requirements,Including glazing details, 3.87S' - —4.875" -I DWG.BY: JK m frame reinforcement and anchoring specifications. our.ar: LFS # s 2. Sheet metal screws(self-drilling)shall have a minimum of 3 e i threads protrude completely through the mullion frame. 6 MUWON ANCHOR BRACKET 18 °AFL N5 m � MUWONANCHORBRACKi7(3419) FL-15413.9 e Maintain a m n.1l2"edge distance. 6063T6 ALUM ' 6063 76 AWM N sH r 2 of 8 o a R:\Cllents\New South Windows PERMANENT\A-Florida Product Approvals\FL IS413 Mullions\C-Drawings\FL 25413(2017)\FL-1S417,7-.9.dwg,3.6 v Z_ O n ' o f� or c� m V M C Fo F Y IS o m o Q G td .Y_y y r n�-i1:�1131 �:.: I+:� ,.•.: ` : ,iil`�'I.il!Ij ji�t':iht�; '� �y����i:t,C,�:�.,i Q V V W :gyp P W O V of !Cq� Hai$ qLn � pFi 3 6 ,. � c O ® GO ri ?t :M! V W b O V A N O ti N1.0 V W d o i a 9 Q $C!141- No.43409 October 12,2017 r 2 $ 4 PRODUCT: D cumntis Pmpamd eyfrs t P ••'''.... •'• `� Il' W � Z ro CLIPPED MULLION PmE.i No.4340A9 Schmidt i�i���i.........`�(1�,`� $ c- ;-i W 4F&RT OR ASSEMBLY: �y BUILDING CONSULTANTS, INC. ( to 7[ tq i 9 26 ll UPDATE TO 6TN ED. 2017 F&C d L�P.O. Box 230,Vatrico, FL 33595 � v NODATE (CONCRETE IN57ALLAiION}� FiQ,. No.: 813.659.9197 REVISION FBPE.C.A. No. 9813 ®2C1 IS R.W.fiU,LO1Nq CONq ULTnNTq INC. R:\Clie s New South Windows PERMANEN A-Florida Prod,ct ApprovalsWL 15413 Mullions\C-Drawi s FL IS413 2017 FL-15417.7-9.dw 4.6 A l O 0 m aq 0 C G N �Q H�0 A 'gyp O O 'O =�p a N cr T m C Q Z n Q a o o 0 o C OE 0 o C 0 m N m' o�' :Sa :� c�il'�'. ;;:Nei.. :o+:: ... a CL 0 a o o $ V. i, p® vi 7 9 y m 020, cc, V V V A Ds N n O O O O •O A w N cc, C m IS m a N O V V P P N q q i�i:i''p�p�i'•1 n Go N 3 O O O pp.. ((�l� Z O O 4VI •p0 s/I CODV W .ap O� p0..1, O O V Nct V W pp pp ko' ; O O CDA .NO rNis N V A• :{a y C% po Oppp qq yy aa :V I O O .PO W Oda SCH4 c _ No.43409 _ October 12,2017 4 PRODUCT: Document. Pmpamd By:' j . Lyndon F. Schmidt i, �Oi80R�•a,�`��, I0 o Z W CLIPPED MULLION P.E. No. 434oe �i ,, PART OR ASSEMBLY: v�- BUILD]NO CONSULTANTS, INC. (.I T U1 -. 1 92617 UPDATE TO 6TH ED. (2017) FBC JK d lil/I/ BUIP.O Box 230, Valrlco, FL 33395 NO DATE 6Y (CONCRETE INSTALLATION YYYVVV Phone No.: 513.659.9197 REVISIONS FBPE CA No. 9813 0 2015 R.W.BIIILDIND DDNB4 LTANTB IND. R9Clients\Ne.South Windows PERMANENT\A-Florida Product Approvals\FL 15413 Mullions\C-Dra.lngs\FL 15413(2017)\FL-15417.7-.9.dwg,5-6 (j5- C CD CD O z 0 CL B 0 Q. CL 0- 06 n ED pporyo- ch r) Call a C� co st =E O COD 0. C� CD 1`3 1 GA go R =.g ID 0• t" fif g. m C2 to O V G9 -0 M Cprs- cn 44, c t .0 3 C- 0 ao 0 E ig a G 0, ............. No.434011 October 12,201.7 PRODUCT: Lyndon F. Schmidt CUPPED MULLION P.E. No. 43409 Documents Pmpa:tddt ey; 9 26 17 UPDATE TO M ED. JK -�-Y— DlWfG SURE TABLES Phone No.: 813.659.9197 41 INO MDATE DD PRES Z� — PART OR ASSEMBLY: BUILDING CONSULTANTS, INC, US —G 1 017)FBC D INSTALLATION) P.O. Box 230, Valrfco, FL 33593 REVISIO FF POPE C.A. No. 9813 012 S R.W.BU1401NS C0NSWITA-8 INC. RNClients\New South Windows PERMANENT\A-Florida Product Approvals\FL 15413 Mullions\C-Drawings\FL 15413(2017)\FL-15417.7-.9.dw%6-6 N O_ n Co.2R 7�n F O m g CD N ao m v V O Q y b�b m H n � C O mQ a ea a m °a f 71 s''`MAX?'':rCCIL : 0 VC I fD a $° o 0 CIL a ;yy C ( O O O O O OVa OD In cc O O S "� E:T:. $ c 8 a m o $ o;; W. CrI C. :;o.:.>.::. o o �' � {'n .wo �' SCirl No.43409 October 12,2017 = r T x PRODUCT: Dooumanta Proparad ey:i ` a � Lyndon F. Schmidt / %' Itn cn CLIPPED MULLION P.E. No. 43409 ///��S�QMAV $ '1' I— y L+ /J] 7rrf111111\1t� PART OR ASSEMBLY: vim- BUILDING CONSULTANTS, INC. I (.I 't X y 1 9 26 17 UPDATE TO 67N ED. 2017 F8C Da 0 y U NO GATE BY DESIGN PRESSURE TAB ES !/4 P.O. ea 1230, valrico, FL 33595 REVISIONS (WOOD INSTALLATION Phonc No.: 813.659.9197 FBPE CA. No. 9813 ' 02015 R.W.BUILDING DDN9ULTA1,11Ta INC. Note: 1-31WMIN. 1-1/4"MIN- IAXMIN. Wmdodr unit not EMBED. iX BUCK EMBEDED EMBE DED ty shown for dad �P) (G>=0.42) 5 S ° 5 :tl- * I2 zria W Z�Z ice' „K=mM < '• �� .~a D m m w .a screws(See it concrete onc e e d d 'Ile, ��f!*11s o n i #10 x l-)/2"FH ° Anchor Notes,Sheet 81 o a c Wood Screws _ d o $ Em °z m z gpoa 1/2"MAX.� 1/2 �«{ ° 1/2"MAX. �� R r 1 � MAX. � � Oat �a� ° 3116"f38WE tcancreta ; Dz ° screws(See Concrete a 2)(Buck Anchor Notes,Sheet 8) 3 (G>=0.421 cn ° Q WOOD ANCHOR BRACKET DETAIL 2 CONCRETE ANCHOR BRACKET DETAIL _CONCRETE ANCHOR BRACKET DETAIL c 7 Anchor to 2x Buck 7 Anchor to Masonry thru 1 x Buck 7 Anchor Direct to Masonry o a M _ 1-1/4"MIN. EMBED co IX BUCK EMBEDED 4 N (G>=0.42) 2- a o o D: _ � a z a 6 � 6 �m - -- - -- -- - - d d Nto G ° #IOxI-1/2"FH °„ Z 3' 4 3/16"0 IiW FH concrete Wood Screws a 3/16"0 I1W FH concrete 9 �+ screws(See Concrete a screws(See Concrete I ° Anchor Notes,Sheet 8) I/2"MAX ° ° Anchor Notes,Sheet 8) Q 8 I/2"MAX. I/2"MAX.—►l a T a a O T a d tT — 2 h Y ° '• 6 5 o W 6 «Z [07 a s 2X Buck v d u« 1213115 i 5 �'e•�•: JK m �CONCRETEANCHORBRACKETDEfAIC 3 WOOD ANCHORBRACKETDETAIL b CONCREfEANCHORBRACKETDETAIL tFs z 7 Anchor Direct to Mosonry 7 Anchor to 2x Buck 7 Anchor to 2x Buck DRAWING No.: � F1-15413.9 " � o a sNr� 7 a- 8 (TYP.) (TYP.) 4" ��C:• (TYP.) r n Y, Z� a Z :���rr l•f 1111 0 N m z MASONRY n 'e '' z m0 z v 9 OPENING OILWINDOW $ a. g d `w c +N- N m d is n m yc C MULLION SHOWN a E 0 z FOR REFERENCE a �a ONLY $ MULLION SEE DESIGN PRESSURE TABLES(SHEETS 3,4,S 8,6) c� FOR QUANTITY OF CONCRETE OR WOOD g ANCHORS REQUIRED PER EACH CLIP _ � J U m Q W YL vwi Y 2X BUCK IAC X 23/4"ITW FH a < m CONCRETE SCREWS WINDOW �I o 0 (TYP) o 1 N a a �m v MUWON ANCHORING U m n N z 0 2X BUCK ANCHORING m a � � a CONCRETE ANCHOR NOTES: 0 1.Substitution of equal concrete anchors from a different supplier may have different edge a a distance and center distance requirements. a ri 0 2.Concrete anchor locations at the comers may be adjusted to maintain the min.edge P. I _ distance to mortarjoints.if concrete anchor locations noted as MAX.ON CENTER"must be n adjusted to maintain the min.edge distance to mortarjoints,additional concrete anchors e w may be required to ensure the"MAX.ON CENTER"dimensions are not exceeded. w o 3.Concrete anchor table: O = 41JCH6i..' MCH.OR::.::.::::::::MIN;>`;;.:g: MIN::CLEARANCETO::;.;JWIIV C.L.'fARA'NCETO.: 'z a TYPE S►ZE EMBEDMEM AASONRYEDGE ADMCENTANCNOR 12/3/15 z_° N.T.S. ° § ITW DWG.BY. JK m' t TAPCON 3/16" 1.1/4" 1.1/8" 1.7/9" N CNK.BY: LFS 3 TAPCON 1/4" 1.1/4" 2.1/2" 3" OWING No.: rc FL-15413.9 4.Concrete shag be 3,000 PSI conforming to ACI 301 or hollow block conforming to ASTM C90. N sx�r 8 of 8 INSTR#20201652G4 OR BK 10190 PG 403 Page 1 of 1 10/05/2020 08:38 AM Rcpt:2211330 Rec:10.00 IDS:0.00 IT:0.00 NOW Alva re7--Sowles.Esq.. Pasco County Clerk&Comptroller XOITIGE:QF'.MOI CEMENT Pera*No.. Tax;Foliallo..r 1526 21.Oi7A-0l20Q UODQ_ St81s Of:FlOritla,COanty,0€PjRtC4 TI3E..UNDE&SIGNEi7;t�ereby give:ndtice tliati the inipcovement wilT.be:mi iie:to,et tain,md,.Ptopetty.in:accordance,w t.h t�lapter?Y3;.1<Icjlida Statutes;;the foilotiviiig;infortnatlQn..is.pivylddii_.in'.th}s:Notice:of CornlaenaemGnt. 1:. Description ofptiipeFEys(legal i#rscripti©rt,d.F Fen3': it;aci ass ifi�ivalIabla): 37"ITO ALI5SA QRit/E,;ZEPIiYRHi1:�S,,.FL$3842• ' Cie 014:Descri ion ofirtt v i aii ea#s tt�aoVEwv►:W,,, SAR��ZE. :ads.• Qwner Iiitoritiation5 8)I�ItlutCeitd Addn s9: ;RtER!$ON;Oeog :Pi:&:CFt1�R UNQA ANN 2RTS9ACa1JL 14 OCEA{�S1QE;:Cti:92ft5f :... :.. li);Tntarost,i>t'pzvportyi:::. ouyra=a. _.. o).:Name mid address 4f simplotitiaholder fafottier.tiian_o ®� :4. 'Conir'actor'irif4tinatipri; a a}N9meandAdiirss:: ensi�rvi ;.ioi4rawacadscamm :stvdr ;dtesia E73bT6:60a0: S: .Surety Iiiformattont 9 � � .� � � � ;$y,Name:andAddres:.. s. C b)Phone.;Number. iint;ofl�op�:S• �,• e ���� s its L,e *Ii focil on:, n `:).Name aad:Address- b),PhoNualher;. ? Peiot ivithirithg State'ofFfarida dess gnated owner uporr:yvtionR iioi}oes of o -...'docriruerrfs atay-bc setx+:d:as: provided°by733:.I3:`(1(i)T,our*stattites: ,a)Naiiie.iiad Adctiessi: . ,. .. b).PtioneNitlnbers.p>Designated Pefsott: . Y 8•, Irr'addition:to Ttimseifllic[W Owner dtignates'.' iiP: LL td.t:xxilre a w w copy ofthe:I:iengr's.Nbtice.as°�mvaded iir:Section 713:13_CI'.):(ti),I?lgrida Staiutes: cn U a).Nime.andtlddiis:.. — w0 b)RHone.Number;of peison ar enliry.'dwpated:by.owner:......::. ® z Z:) v7 ¢ N 9, EzpiOOOR;date:i fNatiee`ofFommencementi:td eVip4ion: ...i iaynobad•befoi t3ee'carstpleiion af'sotrs ltction O I I W w and Biial: ayineritto.thec�ontrador,but:wi]I.ba ane;I ;':ear from the date.uf taco tmtess:a.diffarert:dace is °S W oF- o — U ' Q TO:QWNEItc:ANY P XMEritl S h�[AUEBY THE; WNER AFl EK:7 E7LI'IItA ITQK:OF tM NOTICE>• W u- - — ARNi#'t00 'OP CO11 vT CUAENT W CONS1DERLD-w—.RUPEA PX,4 Imo- TS:.TJNDER:CHAP I ER 719:.PART'I;;SECI IOZV z } W O PROPER`TX Nl7TiC OF COI►ItitEIV• T Ivl(3REC4)RE17 PDT ONN I fIE 708 9 _ � U zz O BEFORE:THE:Fnw,INSPECTit7I W -.............. :... . Y!OtI IN T EiVD TO C}BTr1IN FINANCiNt'i;;CO1V5U1:� WLTIi YOUR i— F -0 Q IE3VDER OR..Ali:,.A1`lQRNEY::BEFORE,.:GOMNEEN046, WORK'.011 1tECORDD±TG.YQQR' -NQTlGE .OF e u- � : z O COIvIN1EiVCEMENi',. - ._`-a-F-.cc-fl- a LL. 2 Q ® W � O ; C] J - Ilnder,penalty::of*ury;I&dare thif-14iive.„read ttie.fj-*. ing notice`of ommem-eriteilt and tliiit:tha staged u, U v m :trpe � �to tl;:bry nd `lifth e z U) LLA U7QJ W C;/ ZL- P u Z s:Authorized.Ofiicy7/17,irCC30Y�P9TdtCt/1Vi9ti8gCt" 9i :Name&Titlet0, ce: U) H � O ;:$ipt, f , . � CO t_'he'fonnMay, iriat<u enYwas .;6cfltieiiieby:: :ai?sgf tiy3ieal:presor\reoeCxonlirit;nQturueiioi�; 'S a�. .:'°.... 2d�_by'. s.petsoliy::. O...,,�i tkis ...... : - ama bf me:oiproduced �� /�/��ideatific fion,asPa o. l ... . tryp -o: ..:.anorney.i t�or• - - :{Ntmle gfTtartyIiis6unieutwaa E�utsd:for) NO%p ;_PUB,�.. S .N. ST O =FLU. „ 2 �� BETH ANN STiTHAM :Coriiri%issionedNntePyldtlme:. YJYT ,Notary Public-State of Florida y •=' i"#GG 812138 ommission Expires Anna September 11.2023 Rvised I!1/2020