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19-21099
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21099 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21099 Address: 5907 BEECH 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: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 12-26-21-0260-00400-0320 Improv. Cost: 4,928.00 OWNER INFORMATION Date Issued: 4/16/2019 Name: COLLINS DONN G & KAY Total Fees: 67.50 Address: 112 FRANKLIN AVE Amount Paid: 67.50 SOLVAY,-NY. 13209-2408 Date Paid: 4/16/2019 Phone: (607)293-6190 Work Desc: REPLACE 6 WINDOWS S/S CONTRACTORS APPLICATION FEES NEW SOUTH WINDOW SOLUTIONS, LLC BUILDING FEE 67.50 q 0C/ � R + 1 Ins ections Re 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 first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. ;NTR&PC5:T0'Ok'SIGNPATTU;RE PERMIT OFFI R MIT XRS 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 Contact for Permitting ) - ' 1 1 1 1 1 1 1 1 I I t l l Owner's Name COLLINS DONN G&KAY K Owner Phone Number 607-293-6190 PO BOX 22,HARTWICK NY 13348-0022 Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5907 BEECH STREET,ZEPHYRHILLS,FL 33542 LOT# SUBDIVISION (,(10 PARCEL ID# 12-26-21-0260-00400-0320, (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR ex ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL 0 DESCRIPTION OF WORK REMOVE AND REPLACE SAME SIZE WINDOW 6 BUILDING SIZE SO FOOTAGE HEIGHT =BUILDING $ 4,928 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ �J/( =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER �� V OMPANY NEWSOUTH WINDOW SIGNATURE REGISTERED Y/ N FEE CURREN LY/N Addres A10741 146tQSROADS COMMERCE BLVD,TAMPA 33610 License# F CRC1330822 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address I 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# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllllllllllltllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&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. • 1..1�-1-a--4.I�i.�1..�.F4i-1-• �1..�1..1-FI..1-i-I..FI�I.i..4�• Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PlottSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as, required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to"what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor 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. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land . development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations .of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. 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 913TAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE O COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTO Subscribed and sworn to(or affirmed)before me this Subscribed a s m to(o i ed before me this by y �6i✓i -G�t�s Who is/are personally known to me or has/have produced Who' /are ersona known to me o has/have produced as identification. L as identification. Notary Public Notary Public Commission No. Commi sio o. Name of Notary typed,printed or stamped Name of Notary d3t'pr s4awip�tiC �'�-� ;;-Commission#GG 276457 'xpiros December 12,2022 .... •..,.,.. ':r+u T:,•.°aia Irtsurenct"Q�-3fi57019 BrYrrnr 6 ; e 4 Plan Review Windows & Doors 1) Need._manufacturing installation specifications. 2) Must meet'sections.R308 and R612 of the 2017 F.B.C. 3) If windows are to be installed inside the historical district,they will need to be approved by the historical committee. 4.) No other work shall be permitted (framing, plumbing, and mechanical) unless otherwise specified. 5) This is for replacement (glass for glass) only. If you wish to change from m screen or vinyl windows=to glass, then additional information is required. 6) All windows.to wall connections shall be left visible for inspection. 7) All labeling and stickers shall remain on windows until final inspection. 8) No work shall start without permit first. a .4�.�.''.,Ow-^Py'�' ,... wa?+.a.ar .nr•.n..sn.n ,rm.<-- .... .o..as -:: 10741•Croswoeft Csxi memo,Blvd-Tempa,FL 33610 ewfouth s�s.sas�ooa•sta-eas-6rroy tit tddt+w outhwin low.a n U c#0RC-t330822 '�Nniit fir E flaw, Nome Phone _ cell Phone } _�?' CBYZ926 "State jt�.�. ZIP �- ^ Business ItAc!Mis.1 �. Rep1a&n nt?Artdows:+Entry&Patropooh+Storm Doan•.impWFieslstentMadows-&D wli WFIOLESALE&RETAIL WINDOW COWRACi hN9ndox'Sat,itbnsa wmaawte,'+namilafturaor(umi3hx4sovice the tdlovsa iiF.madcwimlmwstorlAeamouMSIRPUtATEDBROYY_ AQ NeN^Swih Y,�ti�ge Series VYG+daN3 irkiode Doub#ePane,t.awr•E gtap with ArgdrJ9as,and l7palM i49on wetdad c6.Hers..... 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Yttla7t')1y.125tYFttn' ���iai•.,xi..fotaihr.d�a�oa'iA�tae o4s4e4nAMq.m ' ft,a+akt[I norita+piett - te4-Nb-V4 1009WAO" 4 AANEt PATtBOGpRS ainoactanam,mwkt � ' '. �,._»..__. C1ffMttGri0lLt. •:rr.Ym7! wntaa ' AT �5r�tnee : ;eenxr Orrxrimpeu a Kqf r �I7.@YEt1tt�K "' 13 AUAMIR•POAD ^"'� '0 TRAP' C7 MAR .. . ROUND "iDRAWNSPATr G410040 O STANDAVD. D CONTOUR :C7 BRASStGQIDIPENCtL tewuuhooe P+erta77." 'nillNe _ aµ+,the •9-11 "�idtoidOtoi+t dtl+e Q eoiullW" 0 Prairie -• U GPe Prairrt vkrkv etlk..+ieedc.��c aUawetelrn?ra�E ....................... .: tar et �S�Ueeauntro,hemaarm t3TAf NUf A@ER.QF . . .. ISNTHlS. TOTAL D(XM, 7 -'Subject to Nevu5cttRti field eitghteet#ng nd appiovdl. I. G1iCustontrtiigi4attoaRocdWYvSattthwOsplay4ywdl.s;gn until Xderdwrconipteim MYEtlRSIMIYBMSSWCE 8U"XERts Ridhir TO CAwc4 L� O t3 B.OVIMMAY-CANCELTHiS CONTRACT S.Y'D.ELIVERINGWRiTIENNOTICE Tbw Poo- 76'THE SEI.LEIt AT ANY TIME PRIOR T6 MIDNIGHT QF.THE THIRD Do payme6t• $•-L---� =---� RtMCDATE OPTHIS TRANSACTICiN,OVER iMAy D)elivwnerytcommememenf $ USETHIS CPWRAC-T:AS'T14AT NO7tCE SY WRITING"I HEREBY CANCEL Balance due upon final $ .:�L C/ AYTHE'Bt3TTOM'RMD'ADDINGBUYEWS.NAME AND.ADDRESS'.THE wlndowldoorinstallation. NOTC>r'M iSTBEDa(VEREDTOTHESEF.CERATTHEADD)RE5S5H(YWN- ABO1tE 0 Bank Rnatxing)&a on Completion AEi,ttsatg3Yt is gWMrsttea3•to Le as specitkd.¢R work h to tie ramlilNed to a tttdittttianlWe'manruv at Wrd rig to standards pad practkes This tordMi Is valid ordy'*gh praw%**.tuPk L9eveS,ou*5MI)not beheld responsible for.thrfe 40 mawn*detaA MYIAe%acts of God a any othor maum beyond its titigitfal.NeSNStnttli Woo Fespotts#t!e#or any pte•eai:ting sirutxural cbthditiWlS.Na othet:.«!ork to he dmte,all other work to'be excltNfed t2+mer' .. agtrtef.'dktt th@ ttyGity.in. :pro07ty'I's se[udty"tor tFtt . Shsce thk ramtratt wtis tor mtade to order goads,fi$rwt fu6jitGt.to raitteHaUon .CitoRpt. sow..f....,'Sw kwaflatatMs.aplxoximattly -rXics tram atsove date Verbal"proml s can reuse mCsuaderstaitdinga dletafnre 31ta:pwtlriR, es eMtre undersuutifing of:tie parties,and no other undemandhig.-cotlawnsk ve"M other se:shaa'tie hihding,dttkss sipnad:by: ;pyres 4 '�q' xncE havt away A.inb mlaW:debrlt'All sales and dhcoutits'allotted:"AU'thaifges tttdttded abmm TheX; iAyyjtlt" raider,• :i $outltReDifeSefTtafltre .. : X µ. ._ < x Buyer's Stgnatiifp" Ne4auth Manutacturing-Authodzed Off ctr APR 171Y PLAA!s ��3 Ls 14 { 14 ALL WORK SHALE.COMPLY WITH PREVAILIiVG 32 CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES is L� 12 12 3.2 l 3S .32 24 24 24 fOL 24 32 12 4 '� 3 4 2.4 is V" 35 L- 14 Q 6 /vA M31 , � � � Notes: Back Inct nation NotesWINDU�NSOLUTIONS Window Specification and Detail Pursuant to Contract with NewSouth Window Solutions � First Floor � d- customer: 4/_ --V r0cp 1.h, Address: City: e i24 4-e,6 i(/-c _— zip: Phone:(H)_ )6 2 r�"'au—k—lSo } �'=��e1/fC. `� �Y Front Contract Date; clot Re . � lg" Prattles Screens Insulated Glass Unit I Grid Options € n i a Customer Approval: m z Glass ` 9 ° 3 a ' �' 3 Color (W x H) (W x H) (W x H) K n—' `— Type . _? o q ;MN Lomum Stye � FJt AW Sales Measure 1 Opening Size Make Size � � � , S � � m ° � ' Additional information x 5 Sew 1a3 x3j .r U x ji 3�3ffJx 3? ) 7 x__...._...__. __--- € € 9i x ; .x € x i 10€ ! } x x x i €11 x x x ! 92 x ! x x F t 13 ! € x ! x X , € 14 x x x t5! x x x x x f , 17 x x x l 1 .18 x x X t i 19 x i x x 2Q x x x r� s ' Florida Building Code Online Page I of 3 BCIS Home I Log In i User Registration Hot Topics i Submit Surcharge i Slats&Fads Publications i FBC Staff i BCIS Site Map i Links i Search bp0 2"i.ii ° Product Approval USER:Public User Product Aooroval Menu>Product or Aooiica ion Search>Apolica ion Ligt>Application Detail FL# .FL15378=R•3ti.<,l :Y. Application Type __Revision Code Version Od%7_,i' Application Status t�Apprroved--- Comments Archived ;,7 Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair bivd tampa,FL 33610 (513)284-0129 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email �t Category indow`a ;. Subcategory D�Cit��eaHiing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Fi Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15378 R3 COI (jnCertificase_of.Iiidepgndence,pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA 10I/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2005 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtH8572gvdWI... 1/15/2018 ' Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/18/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15378.1 a.DuraGard Double Hung Window DuraGard New Construction(Nail Fin)"Non-Impact"Vinyl Double Hung Window(X/X-configuration; Max Size 54 x 75) Limits of Use Installation Instructions Approved.for use in HVHZ:No FI-1.5378 R3 11 (a)Inst 15378.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created.by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15378.1 for Design Pressure Ratings,any FL15378 R3 AE (a)Eval 15378.1.Ddf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 1537&2 i6 DiiraGardsD ) A 'DuraG rd:� p� Re lacem2nt.ti on?�T a.x--§l.`•�/fnyl Dn�lble Hung i_ --, =corifiguratori;-MaxxSize%5'4`x 75) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15378 R3 II (a)Inst 15378.2.odf 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 15378.2 for Design Pressure Ratings,any FLIS378 R3 AE (a)Eval 15378.2.p f additional use•limitations,installation Instructions and Created by Independent Third'Party:Yes product particulars. 15378.3 c.Sashlite Double Hung Window Sashlite New Construction(Nail Fin)"Non-Impact"Vinyl Double Hung Window(X/X-configuration; Max Size 54 x 75) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15378 R3 II (a Inst 153788 . 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 15378.3 for Design Pressure Ratings,any FL15378 R3 AE (a)Eval 15378.3.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15378.4 d.Sashlite Double Hung Window Sashlite Replacement"Non-Impact"Vinyl Double Hung Window(X/X-configuration; Max Size 54 x 75) Limits of Use Installation.Instructions Approved for use in.HVHZ:No FLl -/ 4' U a Inst 15378.4.pcif 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 15378.4 for Design Pressure Ratings,any FL15378 R3 AE (a)Eval 15378.4.pof additional use Iirnitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15378.5 re.DuraGard Double Hung Window DuraGard New Construction(Nail Fin)"Impact"Vinyl Double Hung Window(X/X-configuration; Max Size 40 x 72) Limits of Use Installation Instructions Approved,for use in HVHZ:No i FL15378 R3 11 (a)Inst 15378,5.od� Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt;P.E.43409 Irripact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation.Reports Other:See INST 15378.5 for Design Pressure Ratings,any FL1537F3 k3-__AE (al Eval_-15378.5,p(if additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15378.6 f.DuraGard Double Hung Window DuraGard Replacement"Impact"Vinyl Double Hung Window (X/X-configuration; Max Size 40 x 72) Limits of Use Installation Instructions Approved for.use in HVHZ:No FL15378 R3 II (a)Inst 15378.6.odf Approved'for,use. outside HVHZ:Yes Verified By:;Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design.Pressure:N/A Evaluation Reports Other:See.INST'15378.6 for Design Pressure Ratings,any littps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd W1... 1/15/2018 --o "New South WINDOWSOLUTIONS N: d —MAX.OVERALL-- '. Y'••.,, : J r-'�m.- � r FRAME WIDTH 4901 o—a alr Blvd.,Tampa,FL 33610m ry'w I ro I., 7 p v— Eom r g aµ ,9 CW DuraGard Double Hung Window X z "NON-IMPACT" GENERAL NOTES $ 4 0 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" ° a P• (HVHZ). >m a / 2. Product anchors shall be as listed and spaced as shown on detals.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be s protected with an impact resistant covering that complies with FBC Sections 1609.1.2& + s o R301.2.1.2. W rn 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. S. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. m o TABLE OF CONTENTS SHEEN DESCRIPTION, o z O D s 1 Typical elevations,design pressures&general notes a+r•'6%t 77 t 5 i a .- a. .. MA%...' DESIGN PRESSURE''. s 2 (Vertical&horizontal cross SecN0r15 GLASS' S N.T.S. ` FRAME D.L O: s 3 1 Vertical&horzontal cross sections fPsF) ` 4 Buck&frame an to'cr biMENSION.: DIMENSION TYPE... Dir..jh; JK_ m q 9 crx:sr CFS' s 5 Ii Components 2 54.0"X 75.0 47.87"X 33.87" G1 +35.0 35.0 aumwc aa: _.E 6 Bill of materials and glazing details T 0 8 54r[7 DF 6 N C RAc6entAlYm South windows PERMANENRIk-flar(da Product ApprovatslFL-15378 Double Hvn81C•DrawingstFL-15378(2017)VL-15378.dwg•ZZ m , a x ---�� 0; W r� v (j v m D Q U a Co — :a rn y m ns a a N w tl ro _ a d C . . nNt < UP n 0 ' a I 1-1/4-MIN. -ply EMB.(TYP.) PC 1-114'MIN. EMB.(I1'P.)— III e October 12.2017 ` PRODUCT: ooc Vv w Prepares'V,,- Lyndon F.'Sohmtdt '��. '••:;LORSD(":.•' ��' iN D0U8LE HUNG WIN00W P..E Na:43 tG9 /�+ tN ".PART OR ASSEMBLY: GD BUILDING CONSULTANTS, INC. In ini UPDATE 70,6TH ED. 2D17 FBC '-U1(' JLq�/ NO"•GATE gY YtRTtCAt&-NORlZONIAt (/(/"P.O.'Box 230. WrICo, FL 33595 CROSS SEC7fONS Phcne No.t 813.859.9197 REVISIONS W.INC. F19PE C.A. No. 9813 ®ZU18 F1,W.BU14a1NO•CONEU�Tp ' R�Clienls Mew South Windows PERMANENTIA-Flofida Product Approw[AFL-15378 Double Hung1C-DrawingsVL-15378(2017)1FL-15378.dwg,32 T . o � W N I0 3 N � A O �o a u a a A O N T y c y _ Z •O 00 00 W W ° T o I0 �s n - o m LTO Z U W tn O A /`. V••1ycE9rsF .T ;*• No.43409 Ocfober 12,2017. Q' PRODUCT: Daeummt�^Pnparod 9yr'.� _ Lyndon:F Sotimldt: �i�• �.�0.1,W;�..: .. .. Ic" DOUBLE to "HUNG WINDOW, PE.:No. 43409' PART OR',ASSEMBLY: ///�� BUILDING CONSULTANTS,, INC. r•Ipb . N $A '9 9126117 UPaTE TO 6TH ED.'(2017)FBC. JK. e/l% P.O. Box 230.Volrlco, FL 33595 �' N Cn NO 'DATE- "BY VERTICAL & HORIZONTAL Phone,No.: 813.658.8197 REV SIONS CROSS SECTIONS FSP.E CA No. 9813 6 201 S R.W.Of—to N0 C...6 03 1... :W � G;•`�� dm RE Y� �(TYP.) r �P.) —(IVP•)��rrirl its,gip Z mz° • \ N E Em Z..mo. U \V o Ld T TYP. Z _ �[ ".S. m d a I m o � . 1= F iYP. M TYP. Zo a : w ?XSUB 2XSUB BUCK 1XSUB 9 BUCK BUCK 3 o Z w FRAME FRAME � m �2 MASONRY MASONRY MASONRY = w uU OPENING Q.: OPENING I� OPINING m 'm d o)o 0 o z o` a. a m x' o m n 2X BUCK ANCHORING FRAMEANCHORING FRAMEANCHORING G. N ce 2X BUCK 1X BUCK Z w _O N W a' K 8 CONCRETEANCHOR NOTES: 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints' 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to _- mafnfafn the min.edge distance to mortorjofnts,additional concrete anchors r i maybe required to ensure the MAX.ON CENTER"dfinenslon ore not exceeded. m rw- 3.Concrete anchor table: o ANCHOR ANCHOR_ MI(J. 'MIN:CLEARANCE MIN.CLEARANCE i TYPE TO MASONRY, i`'.TO ADJACENT' o w SIZE' EMBEDMENT Z ° oITW. ANCHOR DAM 611.7%15 z 3 TAPCONe 1/4" 1.1/4" Y 4" s".,F: N.LS. 5 cwc,ar JK m ELCO UITRACON a 1/47 1.11.v 1" 4" 3"cNw sr.'' WOOD SCREW INSTALLATION NOTES: c!WANG No.: 1.Maintain a minimum 5/8"edge distance,I"end distance.&1"o.c,spacing of 0 wood screws topreven/fbespllU FL-15378.2ingo/wood. sN[cr 4-or:6 N _ R.WientANew South Windows PERMANENTXA-Ftodda PfWvct AppimalstFL-25378 Double HuAqXC-btawings1]FL-15378 J2017AFL-1537&dwg,52 2AT 0.51 0.91c, m E) 0.94' as � O 0.062' 0.07" L � � N 0.5S' 1.63r 2.04" 3,83' UL 010621, :7 f No.434O8t' October 12:2017'- I PRODUCT: DaCum—Cm.p % i7 Lyndon PE;.No.43,409,Us dt iAL DOUBLE H&NO WINDOW L4 PART OR ASSEMBLY: BUILDING C Rik ,ONSULTANTS, INC. co UPDATE TO.6TH ED. (90)7)FBC JK, -"Box P.O. 239, Valmo, FL 33595 I BY COMPONENTS Phcna M.E'C.A.* 813.859.9197 No. 9313 NO: W.auji.on,ia c—u'--i INC. BILL OF MATERIALS `p+� elf ITEM# DESCR"ON MATERIAL ``O�',• 'D�j-�,� A I X BUCK(SG—0.42) WOOD B 2X BUCK(SG-0.42) WOOD =U C 1/4'MAX.SHIM SPACE STEEL D 1/4"X 2-3/4"PFH ELCO OR I1W CONCRETE SCREW STEEL E 301SONRY-OR HOLLOW BLOCK CONFORMING TO A PSI MIN.CONCRETE OSTMING C O10 ACI CONCRETE r�4ryrr* rt z B o0 0 F #10 X 2"PFH WS(1-1/2'MIN.EMBEDMENT) STEEL n .„ n'.z M 1/4"X 2-3/4"HH ELCO OR ITW CONCRETE SCREW STEEL \ N'e E.m z m,o 0 I HEAD-441F• PVC \`' �8 o'o'a 2 SILL-442F• PVC VVV m g'�'� 'm a a a .4 3 JAMB-443F•. PVC 4 TOP RAIL-475B' PVC 5 BOTTOM RAIL-485B• PVC ry, 6 LOCK RAIL-494B• PVC_,. 7 KEEPER RAIL-493B• PVC 8 STILE-420B' PVC o 9 GLAZING BEAD-446B• PVC 1/2"GIASSBfIE z � 10 GLAZING TAPE-DOUBLE SIDE ADHESIVE 3 W 12 REINFORCEMENT-480 ALUM. i 21 KEEPER-TRUTH#C41275 7/8'O.A.GLASS THK. 22 LOCK ASSEMBLY.-TRUTH#A30700401 10 I/8"ANNEALEDGLASS m �4 LL 30 CENTER FIN PILE-.187 X.190 o m¢ 31 CENTER FIN PILE-.270 X.220 3 32 FOAM SEAL-BOTTOM RAIL-AMESBURY#32663 AIR SPACE z a 33 FOAM SEAL-TOP RAIL-AMESBURY#32012 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 'm BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. U 0 118"ANNEALED GLASS E! m � ^ 0 SUPER SPACER(FOAM) z i N_ nm a G1 G1AIINGDETAI! � � 8 � m r 2 m Q N O ] a = w Z U•- MTE: s 17�15 Z scnc,, N:T.S. ° 9wR.BY: dK m cm.By: LFS °PAWING'NO, m F1:15378.2 ,n N sear.:'8 or 6 ® , f •.A I R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Vnirico.FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Plwdlict Evalitatimi / / / 2017 Product Sub Category Manufacturer Product Name Category NewSouth Window Solutions DuraGard Windows Double Hung 4901 Oak Fair Blvd Double Hung Window Tampa,FL 33610 (813)626=6000 "Non-Impact" Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for NewSouth Window Solutions,based on-Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval, Dept.of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial-interest in the company manufacturing or distributing.the product or in any other entity involved:h the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements excluding the"High'Velocity Hurricane Zone"(HVHZ): 2. Product anchors shall be as listed and spaced as,shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3, When used in areas requiring,wind bome debris protection,this product is required to be protected with an impact resistant covering that complies:wifh FBC Sections 1609.1.2&R301.2.1.2. 4. Site conditions that deviate from the details of drawing.FL-15378.2 require further engineering analysis by a licensed engineer or registered architect. 5. For 2x stud framing construction,.anchoring of these units shalt.be the same as that shown for.2x buck masonry construction. 6. See drawing FL-15378.2 for size and design pressure limitations. Suppor#ing Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by ATI A5889.03-501-44 AAMA/1NDMA/CSA 101/I.S:2/A440-08 Architectural Testing, Inc. Lynn George 2.'Drawing No. Prepared by Signed&Sealed by No.FL-15378.2 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared-by H Consultants,Inc.(CA#9813) e40��� !/ Signed��'��, Lyndon F. Anchoring RW BuildingSchmidt,P.E. ®o .,°. 4. Quality Assurance Qa� o•�, `SF°°° Amy Certificate of Participation issued by National Accreditation and a No 43409 , °o Management Institute,certifying that NewSouth Window Solutions is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. :.� • STATE OF ° ,O® %AI e®.0 Q,R t�,+ v may.+` Lyndon F.FL Schmidt No.434 9 6eB168748. 1 0/1 212 0 1 7 Sheet 1 of 1 i Florida Building Code Online Pagel of 3 IMMMS mimiii SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FaC Staff SOS Site Map Links Search . 4 r Product Approval USER:Public User F uR Appipya)Menu>Product or Application Search>Application LSst>yAppPlcaNpn.netaiP k;y i�i9Q`5A4�7ptL' µy,�s�?,✓,'t�':c �.:,?�..+.i{;y• FL# FLf�413-115 Application Type Rei+isiort:, Code Version 2017 Application Status Approved—,-4, Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair blvd tampa,FL 3361D (513)284-0129 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbidgeonsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/phone/Email Category 161willdows ' Subcategory Muilitii,s Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U" Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan J.King,R.E. i Validation Checklist-Hardcopy Received Certificate of Independence FL15413 RS CQI_.��Cer ificato of Lil"e (g.a e.pOf. 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 >,++..r.Ilrcnrnrl+l..ri.iaF,,,ilr)ina nra/nr/nr inn dti_a%nx?naram=wGEVXQwtDatep%2bDhVR... 1/24/2018 ' Florida Building Code Online Page 2 of 3 Date submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15413.1 a.DuraGard,Sashllte Clipped Extruded Aluminum Vertical Clipped Structural Mullion for Mullion 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 R5 I1 (b)Inst 15413.1.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:NIA Evaluation Reports Other:See INST 15413.1 for Design Pressure Ratings, 171-15413 R5 AE (b)Eval 15413.1.odf specific use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15413.2 b.DuraGard,Sashllte Clipped Extruded Aluminum Vertical and Horizontal Clipped Mullion 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 FL154j3 R5 1I (b)Inst 15413.2.ydf 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, FL15413 R5 AE (b)Eval 15413.2.odf specific use limitations,installation Instructions and product Created by independent Third Party:Yes particulars. 15413.3 [r..DuraGard,Sashlite Clipped Extruded Aluminum Horizontal Clipped Structural Mullion for llio 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 R5 11 (b)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, FL15413 R5 AE (b1 Eval 15413 3 ydf specific use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 15413.4 d.4100 Series Clipped Mullion 4100 14150/4160/4175 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 EL_$413 RS I1 (b)Inst 15413.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other.See INST 15413.4 for Design Pressure Ratings, FL154 3 R AE tb)Eval 154 I3 A nlf specific use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15413.5 e.4i00 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 R5 II (bl Inst 15413 5 odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15413.5 for Design Pressure Ratings, FL15413 R5 AE (b)Eval 15413 5 odf specific use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 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 FLi 4 3 R II b In t 54i3.6.adf 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 15413.6 for Design Pressure Ratings, -. •� •� •• _ ._ t-__t___ A.1 -,+ -'?,morom.-txrrTV3(c)wtrlatra."i:%2bDhVK.. 1/24/2018 Florida Building Code Online Page 3 of 3 specific use limitations,installation instructions and product E41 54j3 R5 AE (L)). —_ _EV,11514—1.3. f particulars. Created by Independent Third Party:Yes 154d13.7�, g.4175 Series Clipped Mullion N 405 ti Extruded,Aluminm:!Veftical.CfjpOed�,g�. atRal Mullionuc tiwin Ow pro d ts in Masonry crWoddb penings Limits of Use Installation Instructions Approved for use in HVHZ-Yes EL_35413 R5 il (b)-inst j, 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 15413.7 for Design Pressure Ratings, LLL5-I13,_BLAC__LbLEva! L!5,4 L3—?-.Pdf specific use limitations,installation instructions and product created-6y Independent Third Party:Yes particulars. 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 EI=15413 C Idf 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 15413.8 for Design Pressure Ratings, "Ll 5413_R5 AE.C_LE I, I5� -,S.p — I — _ _wiL_ _Lj__0f specific use limitations,installation instructions and product Created 6�Tn �pendent Third Party: Yes particulars. 15413.9 L 4175 series Clipped Mullion 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,Yes EkLS+jj R5 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, FL15413 R5 AE specific use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. Oack Next Contact U ::M1 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-182 The State of Florida is an AAJEE0 employer.Copyright 2007-2013 State of Florida.::Privacy Statement::AMSsibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,Contact the Office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1.2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe httn,z-1/xvww flori(ighijildint),.orL,/t)r/r)r aw dtl.ast)x?r)aram=wGEVXQwtDqtep%2bDhVR... 1/24/2018 L��JWINDOWSOLUTIONS eW out p _.w 4401 0a tr 1vd.Tampa,FL 3361f) //Irrr t%% 8 o z ^ c X8 Y d 4175 Extruded Aluminum 4175Mulfion Vertical Clipped Structural Mullion y� Z 2�y R 109.375 MAX.4YERRRl FRAME WIDTH GENERALNOTES SC MAX.SINGLE UNIT WIDTH i. This product has been evaluated and is in compliance with the 6th Edition(2017)Hodda `' o '8 Building Code(FBC)structural requirements.including the High Velocity Hurricane Zone". i 2. When used in the"HVHr,this product{rf mulled together with"HVHP impact rated wndrnvs), n compileswith Section 1626 of the FBC and does not require an impact resistant covering. 3. Wood bucks by others,must be anchored property to transfer lards to the structure and be m / reviewed by the Building Official. x 4. Separate product approvals for each glazing product used Ath these mullions must be z submitted along with this mullion product approval.'the design pressure rating of the assembly shag be the lesser of the bad capacity of the mullon as specified using this approval or the o design pressure raying of the indMduoi glazing products used. 2 N z fng 5. Ancho of each glazing product to the mullion shag be as shown In this drawing or as shown w g in each individual glaring product approval,whichever is more stringent. <' 6. Mullion anchor embedment to base material sholl be beyond wag dressing or stucco, c a: 7. For2x stud framing construction,anchoring of these units shop be the some as that shown for 1 i 2(buck masonry construction. a 8. Any conditions not covered in this evaluation are subject to separate engineering evaluation. _ S LL 9. Aluminum components,including fasteners,shalt meet the requirements of FBC Section 2003. TARE OF CONRENfs t 375'Mt1LLtON WIDTH o a Q � SkEEf t pfSCRlfRtaN : 1 TypTcai etevafior$6 generat notes b z cam r d.crasssechorss MULLED WINDOW UNITS dtt: lz 15 a 3 ges[gn Pressure to s iconcrete tnstataiien) wirr and shown mudT ra Som V.T.S. 3 4 presue Tables(concrete irrstalation R P� oho a�'C1 0%1 BY. JK M $ 17e- prilaure to s(wood irstdlaticn) c et: LFS 3 6 n tables tweed uuxtatlgliorf Sea SheQts 3,4,5 i 6 fat Design Prmsttrra Ratings ,�: ORMWO a i 7 Anchor bracket detol s fT,-15 T 3.7 G 8 WICK arc u Y SW-V T OF — A Shown with New5outh Series 400D single +`�•• c hung frorrse under separate approval. _ u N&X t"PH Se34Xk g SMS(See notes below): Other NewSouth approved frames may =z Use the frame onchorspocing as shown on j be used. z° the Individual window product approval(ihemin.required screw :�' �• + ���"' end and V mmm o c�th vt from each y �''', fij It ```` a ID z U 0.4 C3 21ZU O t3 qD j �W Motif ` a 4 �g 'ggg Z S 3a r L Snap-on vinyl mug cover zz ao 1 NORMONTAL CROSS SECIM J � uwi Q 4175 Mugian to Window onnectwn o z V � SQ8T' �j' o CD 0.125' -CDCDO CD--� h ttf V 191 G h ° _O 1 CDO N 1.875 1.875' s a � i t AWiltt?N 17 0.58' F � �q 6ad1T6AU3M w �S z 0.125' "z u° Notes: a"*e 12 3 t i N.7.S. i. RefertaFndrvkiva4 window product approval for tabrication our.and installation requirements.iinclo frog glaring detalls, t.87S 3$TS JK m' from reinforcement and anchoring specifications. aac rM: US $ 2. Sheet r"talsarews(sett-drft)shag have a minimum of3 �t1MttWOHANCHOR�RACttET(31t� d JNUtttONAkttf�tRACITtTt�tt� puwc,u.: � threads protrude completety if rough the mullion frame. a boa3Tb AtUM T6 FI.-15413.T 5 Maintain o min.I/T edge dblance. serer 2 or 8 `� a .0.1 SAW—O0M00 OW0911t8'M'T!G tax(7 rT4a ON vo aded SN01 ! 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Lt az 6 t 'SLNwonsN0o own.—I@ r1.'18N35 00 18Vd SOKV 'ON '3'd Nonitt" 03ddn:D $ $'1 �� y�p•"++.77,• �i� }PI-4OS 'i uoPUAI W3 y t�i G �� :.utG w+rurwoq �L�tt00tid a Li $ 8 LIOZ'Zl�9�A0 • WIT ON 111111111100 .X 121 8 3 A IS- ILA go MY jI �, 8g `a 'Q S E g N G try' PIC-c TKMALLSOUEL0SIIM6111mm wuomnWEIaSL1ilTIeAoiddV»nPadePuali•VUMN MUSAOPUYRtp-S-NNS$ua!DNV • R OientsVNew South Wingims PERMANENAA-Florida Product Approvals\FL 15413 Multfons\C-DraMrgs\FL 15413(2017RFL-15417.7-2,&AS 6.4 o� C MAX:MUWON SPAN L . Q N G N :x NO*, .� OaWwr12,2017 ggI PRODUCT: DowmaMa PnPon'0 21 Lyndon F. Schmidt .'�i� �'� ... P.E. No. • ♦♦♦� f3409 �/ CLIPPED MULLION i,�ON�. �♦♦ /T] ��flflllt111t I� a y t« PART OR ASSEM13LY: /,r SUILDINC ODNSULTANi`'. INC. NO 9 0 611.TE7 UPDATE TO 6TN ED. (2017 FUC BY YY Phone No 8ox 13.8599.9197 FL 33695 DESIGN PRESSURE TA8 ES REVISIONS (WOOD fNSTALIATIQN� FOPE CA No. 9813 0 2015 R.W.BUn.DINO UON-ANT13 INo. • RAClients\New South Windows PERMANEN7\A•Flotkia Product ApprwalAR 15413 MuWonsW-Drawings\FL 15413(2017AFL•15417.7,4.dwg,7-4 i/7'MAX. 4' I` n 0 o " V r V V� W if 1-31WMW, EMBED. I.1/-'MIN. 47 >K EMBEDED Y R P V Al a V i11 r ^ �1/TMAX. a, = m go UP N Q• ;F s K" N1 L o EMBEDED 4H EMBED. 4 rn a' WMAX.— 1 a o. la mm. IN o V W a V a a ; tm •a llllll1111f 11�//,���i ��t FN"'•'+'�tT�fi " EMBEDED No.43400 r V EMBMED C C*W 12,2017 l PRODUCE 00cuffievo prwcmd of: ! I w CLIPPED MULLION Eo F43�tdt R t PART OR ArSEEMBLY: BUILDING CCNSULiANTS, INC. to In .. 1 017 tlPW7E 7G 67H ED. 20l7 iBC JX P.O. Box 23D,VaLsaa, FIL 33SC5 NO UT ANCHOR BRACKET DETAILS PhD"Noe E13.8".9t4T REVISIONS FBPE C.A. No. N13 A tot 5 R.W.BVn.U1NU CONAll"TANTA INo. WINDOW MULUON '. 4 PP.) I" '1 (rlP.J I I r','�� ••*• ••��,,```,` S i3 to6 r r4tt sri z a Z� ( cV .tCr 9 C W R� MASONRY OPENING to 1/4 X 2 3/4"ITW FFt MULLION SHOWN FOR A v CONCRETE SCREWS(TYP.) REFERENCE ONLY SEE DESIGN PRESSURE TALES(SHEETS 3.4,5&6) A. 2X BUGK FOR QUANTITY OF CONCRETE OR WOOD o y ANCHORS REQUIRED PER EACH CUP ra co � � o � o •' T `�I('J m V n. MULLIONANCHOM 2X RUCK ANCHORING m h _G p n CONCRETEANCHOR NOTES: 1,Substitution of equal concrete anchors from a different supplier may have different edge d distance and center distance requirements. _ 0 2.Concrete anchor locations at the comers may be adjusted to maintain the mft edge distance to mortar joints,If concrete anchor locatfons noted as MAX.ON CENW must be o 4 adjusted to maintain the min.edge distance to mortar joints,additional concrete onchorrs j �r may be requved to arm"the MAX.ON CENTER"dimensions are not exceeded. t 5 = 3,Concrete anchor table: A ANCHOR ANC1f6R MIN. MIN.CLEARANCE TO MIN.CLEARANCE TO �Z a° TYPE '• SIZE EMBEDMENT 'MASONRY EDGE ADJACENT ANCHOR We 1213115 i srux N.T.S. niM ® 3/16" 1.1M" 1.1/B" 1-T/B" DWG.w. JK m r TAPCON CHK.EM. i,F'S 3 TAPCON@ 1/4" 1-1/4' 2.1/r 3" DP~No.: v 4.Concrete shall be 3,0W PSI conforming to AC1 301 or hallow block conforming to ASTM C90. FL-154 73.7 w sHORaaa o R W R 'W Building Consultants, .Inc. B Consulting and Engineering Services for the Building Industry /ry r.v.ouz eiu vauncu,rL»>yi rimic O1i.a".voy) Florida Board of Professional Eni;incers Certificate of Authorization No.9813 4 I Product Sub Category Manufacturer Product Name Category " NewSotith Window Solutions 4175 Windows Mullion 4901 Oak Fair Blvd Extruded Aluminum Tampa,FL 33610 Vertical Clipped Structural Mullion 813 626-6000 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt, P.E.(System ID# 1998)for NewSouth Window Solutions based on Rule Chapter No.61G20-3,Method 2B of the State of Florida Product Approval,Department of.Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1.-This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements, including the"High Velocity Hurricane Zone". 2. When used in the"HVHZ",this product(if mulled together with"HVHZ"impact rated windows),complies with Section 1626 of the FBC and does not require an impact resistant covering. 3. Wood bucks by others,must be anchored properly to transfer loads to the structure and be reviewed by the Building Official. 4. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as specified using this approval or the design pressure rating of the individual glazing products used. 5. Anchoring of each glazing product to the mullion shall be as shown in drawing FL-15413.7 or as shown in each individual glazing product approval,whichever is more stringent. 6. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 7. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 8. Any conditions not covered in-this evaluation are subject to separate engineering evaluation. 9. Aluminum components,including fasteners,shall meet the requirements of FBC Section 2003. 10. See drawing FL-15413.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Test Laboratory Signed&Sealed by TEL 02031435 TAS 201,202&203-94 _ Testing Evaluation Lab.,Inc. William B..Shelton,P.E. 1. Drawing No. Prepared by Signed&Sealed by No.FL-15413.7 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt;P.E. 2. Calculations Prepared by ,,�����SC �rj Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) ��� F;..•••••..d� ���'Lyndon F.Schmidt,P.E. Mullions RW Building Consultants,Inc.(CA 99813) ��� �;:��G S��•-• �,�yndon F.Schmidt,P.E. (per FBC 1709.8&R609.8) No 43409 3. Quality Assurance = Certificate of Participation issued,by National Accreditation and Management Institute,certifying that NewSouth Window Solutions is -: s • STATE Ot= manufacturing products within a quality assurance program that complies �.�0 �.� .with ISO/IEC'17020 and Guide 53. '��.'�'<C+••.4 O R 1q•' s8ONF��e ���� Lyndon F.,Schmidt,P.E. FL PE No.43409 10/12/2017 Sheet 1 of 1 i City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: � 00940,)1�7610 Date Received: .. — t f Site: `Sr Permit Type: Approved w/no comments:❑ Approved w/the below comments- Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. 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