Loading...
HomeMy WebLinkAbout2440 Grandview AveParcel ID: Type of Work: New❑ Description of Work: Alteration Repair Residential Commercial Demo ❑ Change of Use❑ Move . 'Plan Review Contact Person: Title: Phone: `1� �lJl �� Fax: Email: 1����,�1i�111�Vi1YLS�nik MW6W Property Owner Information COPA Name Q o a Yly�� (lay Phone: Street: Ay(WXUJI.IA.QW 1''1 2 Resident of property? : WAD/— City, State Zip: Contractor Information Name AN sukw\ W lyd ow Phone: "f 01_ 3�a I aaq1"q" Street: RX , olt1'Uu1 ` onyY l Lq Fax: City, State Zip: State License No.: 3a�-� rchitectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company:LMortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61' Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application 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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating co ction and zoning. M Signature of Owner/Agent Date Signature of Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractokkent's Name (2I1� re of Notary- tat lorida ate 4r'"1�'0eiir" 2�#0 P!,,#, Notary Public State of Florida HOLLY E.H. SHAW c My Commission GG 109697 �'�oi ttio? Expires 06/10/2021 Contractor/Agent is Y Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas[] Roof ❑ Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: # of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: '5f' 4- / 7• 1 Revised: January 1, 2018 Permit Application REQUIORED INSPECTION' SEQUENCE Rpff, I.Q-- 19,,1"? IM Mar Inspection DesSLi2t.16n. Footer / Setback Rernwall Foundation / Form Board..Survey Slab /* M-ono, Slab- Piepour Lintel / Tie Beam / Fill Down Cell Sheathing— Walls- Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall. Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco./ Siding Insulation Final Final Utility Building - Final Door Final Window - Final Screen.Room Final. Pool Screen Enclosure. Mobile Home Building Final Pre -Demo Final Demo. Final Sihg.fe Family Residence Final. Building. (Other). Address: Max Llhhns ecdon. Descrl2flon Electric- Underground Footer [Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final IlIIIl MM Plumbing Underground Plumbing Sewer Plumbing Tubr Set Plumbing Final N Max Lispection Deae�rn��n®n Mechanical Rough Mechanical. Final min Ma jrhspec1fi.ou,Des;cri domi Gas Underground Gas Rough Gas. Final REVISED: Rine 2014 THIS INS1 RUMENT PREPARED BY: ' Name: BRIDGET LAMBERTON Address: 820 E. ALTAMONTE DR ALTAMONE SPRINGS. FL 32701 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: t:UUH-i-Y ('U'RK ()F G:f.f:GUT'i' t OURTLg CLERK'S v 2018039581 RU*-IRDEI.i RECfJfi:DIN(i BEES rf,1.ii Ai'i Parcel ID Number: 31-19-31-517-0000-0340 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOT 34 SOUTH PARK SANFORD PB3PG62 [r OF IM OWNER INFORMATION: Name: ROXANNE CHASE Address: 2440 GRANDVIEW AVE SANFORD, FL 32771 Fee Simple Title Holder (if other than owner) Name: CONTRACTOR: Name: NEW SOUTH WINDOW CRC 1330822 Address: 820 E ALTAMONTE DR ALTAMONTE SPRINGS, FL 32701 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under pens S of perjury, I declare at I have read the foregoing and that the facts state m it are true to the bew •may knowledge and bel": I / Owner's Signaturb Owner s Painted Name " // Florida, Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be pennitted to sign in his or her stead." F-b— cc a CAI State of County of The foregoing instrument was acknowledged before me this day of k �- 20 QQ by 90)1.1/17 o- Uy-s Q- Who is personally known to me ❑ p �as�;;a�. Q �• LAJ a Name of person making sta a ent r 2 O u OR who has produced identification type of identification produced: d "- C7uw U ci 0 RY PU . �P oG Notary Public State of Florida HOLLY E.H. SHAW Cr4 Q w C-- (-j u u o¢ My Commission GG 109697 Expires 06l10/2021 N arrvv ss nature � • �g +++ LL Z Q vUdw mi .0.... _..__.......... > Replacement Wind vs • Entry& Patin Doofc .5arrm is rz(,r' • mipact Re. st, nm Vvici bows & 1)0Grs WHQLESAtE & RFTAIL WINDOW CONTRACT N ti 5 u€ Y�3r3 ttv Gutars gn °a n'3s 3,manuE cicIremfum =za<.d3'„ �.. f•.yr an,....te rnevie„% y+,GsfGr�isa;an<QunrSTjPULA'r[!)'HEt.0 '.rtk8z 8'�er3>aslPolnciary nC.Ii3r%E? Dts,:tal� I�sSY7€,. L4fi _ i 33'sS 3Eit 31f Sift ijd . b ;t1 ty p >t fasaGn vvc d d coo t'Pfa C7 twu;t€iar-c��gr�+n<kc, iil s�sv'dt.rraauth En 3a, r, ��. r nrr.3ar*7r ant=l.}{}Lirays zrike�CC?fk7�alZ'tilrri. TbY�kN.i iNfEIN NtlMESfRV.iC£ BUYER tL# f •ryI�. ![j,LtIE+4�`'S RI4XgH U't'irlt C,'-;X/:'.iyy\F.y,A�'ln �l'i•sp�{y3y'-yy y�� q� y 'ICE pw ♦ �yy BLIiF ixM VF t<l # i(}I.iL 3i 3i �IYE!{t FY4 RI ENNO€44 Total it[ $ f > � «... $ TO, THE 'SELLER AT ANY TIME P R OOR Tt. '�tiGOl'+li'GHT OF TH 'THIR O Oown fa tyment. o � BUSINESS DAY AF ERJ',h:{E DATE COFTHIS TRANSACTION. BUYER `:'t'aeY v� 11 tfe},�c. rt 2me?€s,eY sci=3r -� a __. USE THIS CONTRACT AS THAT:hOTICE, BY WRITING "I HEREBY CANCEL"-Ralanrc dueupon final AT,THE BOTTOM 'AN6,A06ING.BUYER'S NAME AND ADDRESS, THE window,'doorInstallation NOTICE MUST BE DELIVERED TO THE SELLER AT THE ADDRESS SHOWN ABOVE, 13 sank I'mi it rig;£ Cash onCompletion, 820 E. Altamonte Springs Dr. Altamonte Springs, FI 32701 Phone: (407) 261-2277 Fax: (407) 261-2278 Contact Email: milliehawkins@newsouthwindow.com To Whom It May Concern: I, Samuel Ochstein, hereby authorize the following named person (s) to sign, apply for and purchase permits and/or licenses for New South Window Solutions of Orlando. This list is to replace all others previously issued, which are now to be considered null and void. TYLER LEE FRED BROWN MILLIE HAWKINS DAN FINK JUSTIN SHAW Job Address: dqq0 bywu -ew M ) CtAr� ( FL -3c-->" Sin, Sar CR( State of Florida, County of Sworn to and subscribed before me, this 11TH day of APRIL 2018, by Samuel Eli Ochstein, who is pers ally known t e and did not take an oath. Holly E.H. Shaw ow" Notary °�sG Notary Public State of Florida Notary Public a HOLLY E.H. SHAW State of Florida`07,PMy Commission GG 109697 o Expires 06/10/2021 My Commission Expires: 06/10/2021 RECORD COPY REVIEWED FOR CODE COMPLIANCE _ '5F PLANS EXAMINER DATE SANFORD BUDDING DIVISION 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 OF THE 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 THIS CODE #18-18n2 gUiLO�,L SAIVFORQ 4/16/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff ( BCIS Site Map Links d rProduct Approval 'USER: Public User z� Product pproval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15378-R3 Revision 2017 Approved NewSouth Window Solutions 4901 oak fair blvd tampa, FL 33610 (513)284-0129 danochstein@newsouthwindow.com Vivian Wright rickw@rwbldgconsultants.com Windows Double Hung Evaluation Report from a Florida Registered Architect or a Licensed Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan 3. King, P.E. ' Validation Checklist - Hardcopy Received FL15378 R3 COI (a) Certificate of Independence.pdf Standard AAMA/ W DMA/CSA 101/I. S. 2/A440 AAMA/W DMA/CSA 101/I. S.2/A440 ASTM E1886 ASTM E1996 https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWieHZ%2bkKh%2bFD794k9YGODmnpXiutzXBw%2blg%3d%3d 4/16/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 10/12/2017 10/12/2017 10/18/2017 12/12/2017 FL # Model, Number or Name Description 15378.1 a. DuraGard Double Hung Window DuraGard New Construction (Nail Fin) "Non -Impact" Vin) Hung Window (X/X - configuration; Max Size 54 x 75) Limits of Use Installation Instructions f Approved for use in HVHZ: No FL15378 R3 II (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 i FL15378 R3 AE (a) Eval 15378.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ............................. ...................................... 15378.2 ............................. _... _........ ....___._... ..9... .__...--...... ....... ... ....--- —--- -- -- - b. DuraGard Double Hun Window < DuraGard Replacement "Non -Impact" Vinyl Double Hung (X/X - configuration; Max Size 54 x 75) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15378 R3 II (a) Inst 15378.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 15378.2 for Design Pressure Ratings, any I FL15378 R3 AE (a) Eval 15378.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ................ ....._........................ ............._....._............. ..c. ......................__..__........._ _. 15378.3 Sashlite Double Hung Window [ Sashlite New Construction (Nail Fin) "Non -Impact" Vinyl I 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 15378.3.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 15378.3 for Design Pressure Ratings, any FL15378 R3 AE (a) Eval 15378.3.pdf additional use limitations, installation instructions and product !Created by Independent Third Party: Yes particulars. 15378.4 Fd.�ahlite Double Hung Window Sashlite Replacement "Non -Impact" Vinyl Double Hung(X/X _!7 - configuration; Max Size 54 x 75) _.....................___......_...__................................_................._.....................d.....__.. .. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15378 R3 II (a) Inst 15378.4.pdf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 15378.4 for Design Pressure Ratings, any FL15378 R3 AE (.a) Eval 15378.4.p-df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15378.5 e. DuraGard Double Hung Window DuraGard New Construction (Nail Fin) "Impact" Vinyl Doi Window (X/X - configuration; Max Size 40 x 72) ____.__.------_..._.._.___........__.....---.............................. .._......._...... ----------------._..__..__.__......_.___...,....__..___._____.._ Limits of Use Installation Instructions f Approved for use in HVHZ: No FL15378 R3 II (a) Inst 15378.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes j Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15378.5 for Design Pressure Ratings, any FL15378 R3 AE (a) Eval 15378.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15378.6 f. DuraGard Double Hung Window DuraGard Replacement "Impact" Vinyl Double Hung Winf - configuration; Max Size 40 x 72) ....... ........_...._._._..............._.___...._ Limits of Use Installation Instructions Approved for use in HVHZ: No FL15378 R3 II (a) Inst 15378.6.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 f Evaluation Reports https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWieHZ°/"2bkKh%2bFD794k9YGODmnpXiutzXBw%2blg%3d%3d 4/16/2618 Florida Building Code Online r Other: See INST 15378.6 for Design l5ressure Ratings, any FL15378 R3 AE (a) Eval 15378.6.pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. adds: ;'bE; Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund St. 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 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. * Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an er if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if y licensee under Chapter 455, F.S., please click here . Product Approval Accepts: o 1 r.+:.lmsk https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWieHZ%2bkKh%2bFD794k9YGODmnpXiutzXBw%2blg%3d%3d NewSouth WINDOWSOLUTIONS 4901 Od`Udir Blvd., Tampa, FL 33610 Sashllte Double Hung Window "NON -IMPACT' GENERAL NOTES 1., This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Bulding 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 borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions 'that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEEN DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Vertical & horizontal cross sections 3 Vertical & horizontal cross sections 4 Buck & frame anchoring 5 Components 6 Bill of materials and glazing details E 54" MAX. OVERALL FRAME WIDTH / X iM 1 = . w / X / MAX; MAX :; DESIGN PRESSURE FRAME DLO j GLASS �SF DIMENSION : DIMENSION POS. s. NEG 54.0" X 75.0" M.W X 34.5" G1 +20.0 -25.0 54.0" X 63.0" 48.25" X 28.5" G1 +30.0 -35.0 48.0" X 72.0" 42.2V X 33.0" G1 +30.0 -35.0 In z �Y•• �� z_°oaw ri o n CO z y� ON •• N C 9 Z O z U m o \LI` a o: 0- 0 o a \V\ A♦ , 0 Lm m D.O. LL Q c 4 O C CC\ �o Z O W C JXLL DATE: 6/1 7/15 SCALE: N.T.S. DWG. BY: JK CHK. BY: LF$ DRAWING NO.: FL-15378.4 sHEET 1 OF 6 i D \\`* oi �u� e ��? 1 1 E c• * _Z�a 3 2 LOCKS (2) ��� 111 111 ���\\ o °n m z Ir FROM EACH END u N � B �i E w i 9M.D. `g C F oo "� maa� 30 v v X 33 1 000 � 4 0 Gl 21 z ^moo F 2 2 3 14 22 ? J xN = 2 3 3 11 m VO G U 6 U O W >> 1-1/4" MIN. 8 EXTERIOR 7 U q INTERIOR o '- EMB. (TYP.) ® a a m 12 a C 31 15 GI y p 9 5 INTERIOR N y rn R OOP � 30 W b i O EnC LI LLLJJI 32 � o � oq 8 � Z FZ( w b N a Q j Q ] a .. ... a. GI Z z a 9 are: 6 17 15 z 8 EXTERIOR ° scuF: N.T.S. m 3 a E c avc. BY: JK m CHX. BY: LFS ; E i DRAWING MD," FL-15378.4 °n 1 HORIZONTAL CROSS SECTION 2 VERTICAL CROSS SECTION < 2 2X Buck Masonry Construction 2 2X Buck Masonry Construction ^ � snEET 2 of 6 p A ° INTERIOR ,. �I�•• •' J C 15 ... \\\ m 31 h� /j nt o i Gl U 9 P R� o o$z°� 2 U L \`V) v� € EE_ 3a 3 O Z vl Z 02 00 Gl = xN m 9 �N 1-1/4"MIN. 8 EXTERIOR wo m Q EMB.(rYPJ 3 o ow o a I a i HORIZONTAL CROSS SECTION 3 Shown with 1X sub —buck EXTERIOR G1 INTERIOR ' m Gl 9 9 5 EXTERIOR $ INTERIOR a= 32 30 z C3= 30 W U) bW 2 C Ra � C E A 'a...° n Z U .. za is DATE: 6 17 15 n SCAM N.T.S. f - owc. BY: JK m ed 71 CW. BY: LFS 2 VEIMCAL CROSS SEC17ON = 3 VERTICAL CROSS SECTION 3 Mosonry All \,!,J Masonry sill rc oeAwnac ko.: n FL-15378.4 0 ro ska=r 3 OF 6 p 13 2 * 'W o� '///I/11 (TYP.) 77 6" )TYP.) 6" )TYP.) 1 11^ 1��� z c m o N z fV [ Z O U n p o a d D TYP. N ' a 6 p a a Z E o 'tea p� d \ice TYP. TYP. 2x SUB I x SUB 2XSUB BUCK BUCK 30 BUCKUJ FRAME FRAME Et ' � M d12 MASONRY MASONRY MASONRY U OPENING OPENING OPENING m $ On 0 a a -7}- to a C 2X BUCK ANCHORING FRAME ANCHORING N En FRAME ANCHORING I X BUCK z 2X BUCK w 9 e 0 � CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. $ U edge distance to mortarJolnts. � ? 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to m maintain the min. edge distance to mortar joints, additional concrete anchors ^ w z may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. o 3. Concrete anchor table: o g 'n z 0 0 U ^ Z DATE: 6117115 z ITW0 s- E: N.T.S. 3 DWG. BY: JK m aac. BY: LFS 3 DRAWING NO.: Ir m 1. / 8 8 FL-15378.4 0 wood screws to prevent the splitting of wood. N SNEEr 4 OF 6 -. >i9NCNOR.:t MIN .`: MIN. iCLEARANCE MIN CLEARANCE: ..ANCHOR ;EMBEDMENT iOMASONRY .:.:TOADlACENf . ...::. .-:::... .iEDGE -::- ANCHOR...._;' 1/4" 1.1/4' 2" ," TAPCON® ELCO 1/4 1.1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5 8" ed a distance, 1"end distance, & 1" o.c. spacing of � EXTRUDED VINYL FRAME - �1.06"— to ci o, C tO.12Y 0245" " t2 REINFORCEMEM 1.17' � � LOCK RAIL REINFOCEMEM 1.565" CD00 0.075' II � KEEPER RAIL 2.17" 1.42" I 0.07" CD=CD 4 TOP RAIL 1.45" 0.85" LD oC 8 TOP SASH 511LE 2 EXTRUDED VINYL SILL 0.96" 'C' 0.13" o 13 REINFORCEMEM 2.17" y In��QyQyljlj'' y J on z n v N E Dr g� z 0 U Ce X ow 9o`oa Si Q � 2 E i EXTRUDED VINYL JAM6VINYL JAMB o j o J 0.26" I 0.27" v 9 GLALNG BEAD � 4 KEEPER GLAZING BEAD 6 LOCK RAIL e 6117115 ie N.T.S. BY: JK Z. BY: LFS WING NO- FL— 1 5378.4 7 5 OF 6 a. "" ; �i p,��'I' ``�� �i z %% n_� \ Ri Z e Z u N Ea m e g u$ o a 5 m maa� 4 =i V I /7' GLASS BITE v° 3/4" O.A. GLASS THK. 3o J N I /8" ANNEALED GLASS 3 w o z O AIR SPACE _ m �z ' J yNN O� m 6 JO m Q LL 20 D p o o 0 a 1 /8" ANNEALED GLASS a > m V U x 10 9 0 G1 GLAZING DETAIL z z ' THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED w 0 BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". aj a 00 C o o CIS ti Z n ^ ro a 0 t w Z Q t z a f i O z ^ a DATE. 6 17/75 = "o SCAM. N.T.S. MG. BY.. JK m - CHK. BY: LFS ? INUwINC NO.: N FL-15378.4 0 Z sHEEf 6 CF L) N — — 0 BILL OF MATERIALS REM 1 DESCpPT10N MATERIAL A 1 X BUCK SG >= 0.42 WOOD B 2X BUCK SG >= 0.42 WOOD C 1 /4" MAX. SHIM SPACE STEEL D 1 /4" X 2-3/4" PFH ELCO OR I11N CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F #8 X 2" PfH WS (1-1 /7' MIN. EMBEDMENT) STEEL P 1 /4" X 2-3/4" HH ELCO OR RW CONCRETE SCREW STEEL 1 HEAD - 441 F' PVC 2 SILL - 442F' PVC 3 JAMB - 443F• PVC 4 TOP RAIL- 414' PVC 5 BOTTOM RAIL-427` PVC 6 LOCK RAIL - 426' PVC 7 KEEPER RAIL - 423' PVC 8 TOP STILE - 408' PVC 9 GLAZING BEAD - 448' PVC 10 GLAZING SILICONE (SashSeal) - P.1 LOCK RAIL REINFOCEMENT - 452 ALUM 12 REINFORCEMENT-454 ALUM. 13 REINFORCEMENT-458 ALUM. .14 KEEPER GLAZING BEAD - 449` PVC 15 BOTTOM STILE - 428` PVC 20 LIQUID APPLIED DESICCANT (SashDri) - 21 KEEPER -TRUTH #C41275 - 22 LOCK ASSEMBLY -TRUTH #A30700401 - 30 CENTER FIN PILE - .187 X .190 - 31 CENTER FIN PILE - .270 X .220 - 32 FOAM SEAL -BOTTOM RAIL - AMESBURY #32692 - 33 FOAM SEAL -TOP RAIL - AMESBURY #32012 - 4/16/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Florida • Co.- I Product Approval ��rrtea: 1 USER: Public User &V.. ' ," m Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL16842-R4 Revision 2017 �� ^ Approved r— NewSouth Window Solutions 4901 oak fair blvd tampa, FL 33610 (513)284-0129 danochstein@newsouthwindow.com Vivian Wright rickw@rwbldgconsultants.com Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed I Professional Engineer 0 Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan 3. King, P.E. l . Validation Checklist - Hardcopy Received FL16842 R4 COI (c) Certificate of Independence. pjf Standard AAMA/ W D MA/CSA 101/I. S.2/A440 AAMA/W DMA/CSA 101/I. S.2/A440 AAMA/W DMA/CSA 101/I. S.2/A440 ASTM E1886 ASTM E1996 ASTM E1996 ASTM E1996 TAS 201, 202, 203 Equivalence of Product Standards Certified By hftps://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtmmTSTNdVPsf%2fLKgxApZZQumXyGur83s42hZkY3sC4ZA%3d%3d 1 4/16/2018 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 19 Method 1 Option D 04/11/2017 10/20/2017 10/23/2017 12/12/2017 ci 0 Page 1 FL # Model, Number or Name Description 16842.1 a. Series 9000 Model 9500 Slider XO Extruded Vinyl "Non -Impact" Horizontal Sliding Window i Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.1.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 16842.1 for Design Pressure Ratings, any FL16842 R4 AE (2) Eval 16842.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.2 b. Series 9000 Model 9500 Slider XO Extruded Vinyl "Non -Impact" Horizontal Sliding Window, Flange Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.2.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 16842.2 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.2.pdf additional use limitations, installation instructions and product Created by Independent Third Parry: Yes particulars. 16842.3 c. Series 9000 Model 9550 Slider XO - Extruded Vinyl "Impact' Horizontal Sliding Window utilizi Impact Rated Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.3.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 16842.3 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.3.pdf 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 Impact Rated Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.4.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 16842.4 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.4.pdf 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 utilizi Impact Rated - HVHZ Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R4 II (b) Inst 16842.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16842.5 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.5.pdf 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 hfps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsf%2fLKgxApZZQumXyGur83s42hZkY3sC4ZA%3d%3d 2 4/16/2018 Florida Building Code Online Impact Rated - HVHZ Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R4 II (b) Inst 16842.6.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 16842.6 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.6.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.7 g. Series 9000 Model 9500-3 Slider Extruded Vinyl "Non -Impact' Horizontal Sliding Window i XOX Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.7.�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 16842.7 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 1r 2.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.8 h. Series 9000 Model 9500-3 Slider Extruded Vinyl "Non -Impact' Horizontal Sliding Window, XOX Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.8.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 16842.8 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.9 i. Series 9000 Model 9550-3 Slider Extruded Vinyl "Impact' Horizontal Sliding Window utilizi XOX - Impact Rated Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.9.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 16842.9 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.10 j. Series 9000 Model 9550-3 Slider Extruded Vinyl "Impact' Horizontal Sliding Window with XOX - Impact Rated Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.10.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 16842.10 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.10.pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.11 k. Series 9000 Model 9550-3 Slider Extruded Vinyl "Impact' Horizontal Sliding Window utilizi XOX - Impact Rated - HVHZ Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R4 II (b) Inst 16842.11.Rdf 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 16842.11 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.11.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.12 I. Series 9000 Model 9500-3 Slider Extruded Vinyl "Impact' Horizontal Sliding Window with XOX - Impact Rated - HVHZ Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R4 II (b) Inst 16842.12.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 16842.12 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.12.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. hfps://www.floridabu ild ing.org/pr/pr_app_dti.aspx?param=wG EVXQwtDgtm mTSTNdV Psf%2fLKgxApZZQumXyGur83s42hZkY3sC4ZA%3d%3d 4/16/2018 Florida Building Code Online 16842.13 m. DuraGard Slider.XX Extruded Vinyl "Non -Impact' Horizontal Sliding Window i Nail Fin Installation (XX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.13.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 16842.13 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.13.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.14 n. DuraGard Slider XX Extruded Vinyl "Non -Impact" Horizontal Sliding Window configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.14.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 16842.14 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.15 o. DuraGard - 3 Slider XOX Extruded Vinyl "Non -Impact' Horizontal Sliding Window 1 Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.15.pbf 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 16842.15 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.16 p. DuraGard - 3 Slider XOX Extruded Vinyl "Non -Impact' Horizontal Sliding Window, Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.16.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 16842.16 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.16.{�df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.17 q. Sashlite Slider XX Extruded Vinyl "Non -Impact' Horizontal Sliding Window Nail Fin Installation (XX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.17.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 16842.17 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.17.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.18 r. Sashlite Slider XX Extruded Vinyl "Non -Impact' Horizontal Sliding Window configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.18.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 16842.18 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.18..df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.19 s. Sashlite - 3 Slider XOX Extruded Vinyl "Non -Impact' Horizontal Sliding Window i Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.19.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 16842.19 for Design Pressure Ratings, any FL16842 R4 AE (2) Eval 16842.19.pdf Created by Independent Third Party: Yes hf ps://www.florida bu ild ing. org/pr/pr_app_dtl.aspx?pa ram=wGEVXQwtDgtm mTSTNdVPsf°/a2fLKgxApZZQumXyGur83s42hZkY3sC4ZA%3d%3d 4/16/2018 1 Florida Building Code Online additional use limitations, installation instructions and product particulars. — 16842.20 t. Sashlite - 3 Slider XOX Extruded Vinyl "Non -Impact" Horizontal Sliding Window i configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.20.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 16842.20 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.20.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page Q Page 1 Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. QQlZyright 2007-2013 State of Florida.:: Priv y Statement :: Accessibility Statement :: Refund St. 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 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. Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an er if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if y licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® eC., Credit Card Safe hf ps://www.floridabu ilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtm mTSTNdV Psf%2fLKgxApZZQu mXyGur83s42hZkY3sC4ZA%3d%3d Nuftwsouth <\ WINDOW SOLUTIONS 4901 6kFalr 81vd., Tampa, FL 33610 Sashlite Slider XX 'NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 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 borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Vertical & horizontal cross sections 3 Vertical & horizontal cross sections 4 Buck & frame anchoring 5 Bill of materials, glazing details and components FRAME WIDTH i2 LD . 2 > LL XV\ i DESIGN PRESSURE >: FRAME:: DIMENSION :. :DAY.UGM DIMENSION GLASS TYPE f�?� 72.9' x 69.75" 32.25" x 53.625" G1 +30.0 _30.0 R Z ,�oW /''��� y• �I/11.1 %`` z O O aD 11 z O N � C $ v 0 z z a ECM rn E° g m o p o a Mn:am cG E O. 'u i.i C'1i ALL N.T.S. IG. ar: JK K. Err: LFS AWING NO.: FL-16842.18 EEr 1 or 5 _ 00 It Z a `` NOTE: Sheet Metal Screws must penetrate m j1 n L a min. of 3 threads through at least 2 sheets of X metal (maintain a min. 3 8" edge distance(. E A. I/ 003 a Z UN •; O INTERIOR ^ E o z to u s C B "g 9a`Oa 1 F a u M L 2 8 gEoZ i' w 2 / �d = J 3 1 � O Z F EXTERIOR $ o c� o 3 HORIZONTAL CROSS SECTION G1 2 N Q o 2 Steel Stud Construction t EXTERIOR INTERIOR _ 0 q o o rc o B G1 a a` t 1-1/4" MIN. EMB. (TYP.( O U U 00 2 �m 1 6 F 12 1 C3= C3= N $ g z LL 14 Z W W O 2 5 N Q 4 to u a D Itylil �❑ F 0 W >; � INTERIOR $ a a 8 > > z G1 o z w. i a % ? .. i EXTERIOR G1 a Z w g 11 a OAT- 3120172 € C 8 E sc& n N.T.S.Nrs s E owc. BY: JK m 1 HORIZONTAL CROSS SECTION D 2 VERTICAL CROSS SECTION cNk. er: LFS 2 2X Buck Masonry Construction DRAWING NO.: i 2 2X Buck Masonry Construction v FL-16842.18 0 'n SHEET 2 OF ,7 0 d 1 H .% a ® E .•..... .. TC s V N z C �m n ®$ v U KZ{ ^S N EO K0oU u� ! � Sp oa X X K o;LL maa� s �❑�E0Z cW ❑// D i // 3 2 w Zo^ p NZ J J O F Gt o� 2 $ EXTERIOR INTERIOR z 3 3 1 VERTICAL CROSS SECTION N 3 < u 0 0 0 EXTERIOR INTERIOR a a t EXTERIOR INTERIOR V J J m — 3 mm ' 3 2 na x 2 N N OC7C] C7OO N C3= CX= ' 8 W W O W� 0�❑ " ❑C E E F a. W—.z a_ D — H avE z3120112 0 z o a g SCAJ N.T.S. r 2 VERTICAL CROSS SECTION z m o�• 81 JK m' 3 Direct to Masonry w 3 _ VERTICAL CROSS SECTION CHK. BY: LFs $ Masonry sill ORAWWC No.: v z FL-16842.18 0 N SHEET 3 OF 5 V eC 2X SUB BUCK MASONRY OPENING JTYP. PII� p TYP. 2X BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. `o edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to g maintain the min. edge distance to modarjolnts, additional concrete anchors z maybe required to ensure the MAX. ON CENTER" dimension are not exceeded. i .1. Concrete anchor table: ANCHOR ANCHOR .:MIN. MIN. CLEARANCE MIN. CLEARANCE -:- TYPE SIZE EMBEDMENT TO MASONRY 70 AOJACEM EDGE ANCHOR _. FC 1/Ir 1 1/4" 2' 4" TAPCONa ELCO 1/4" 1-1/4" 1" 4" ULTRACON W V VU M;KtW IMIALLAHUN NV IM: 1. Maintain a minimum 5/8" edge distance, 1"end distance, a 1"o.c. spacing of wood screws to prevent the spfifNng of wood. 3• (TYP.) FRAME F 2X BUCK 2X SUB BUCK H 1X BUCK MASONRY L STEELSTUD OPENING p DIRECT TO MASONRY I FRAME ANCHORING SCALE: N.T.S. DING. BY: JK m CHK. BY: LFS 3 DRAWING NO.: rc N FL-16842.18 a SHEEP 4 OF S N _ Q; BILL OF MATERIALS REM t DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42) WOOD B 2X BUCK (SG - 0.42) WOOD C 1 /,C MAX. SHIM SPACE D 1 /4' X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F #10 X 2-1/7' PPH SMS (1-3/8" MIN. EMBEDMENT) STEEL G 1 /4' X 2-3/4" HH ELCO OR ITW CONCRETE SCREW WOOD H 1 /4" X 3-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL K #6 X 1-1 /4" PFH SMS STEEL L #10 PPH SELF -DRILLING SMS STEEL X I STEEL STUD Min. Thk .033' (ASTM A653 GRADE 33 Fy=33 ksi min., Fu=45 ksi min.) STEEL 1 FRAME PVC 2 RAIL' PVC 3 GLAZING BEAD ` PVC 5 PULL STILE` PVC 6 KEEPER STILE' PVC 7 MEETING STILE' PVC 8 ANTI -LIFT & SILL TRACK' PVC 10 GLAZING SILICONE (SashSeal) 11 REINFORCEMENT (606545) ALUM 12 REINFORCEMENT (6065-T5) ALUM 14 LOCK ASSEMBLY (TRUTH) STEEL 20 LIQUID APPLIED DESICCANT (SashDd) • THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS-. 1A. GLASS THK. 1/8' ANNEALED GLASS AIR SPACE 1 /8" ANNEALED GLASS Gl GLAZING DETAIL 1 FRAME 444F 6 KEEPER STILE 423 -►1 r- 0.075' I til cs 0 d ZM 4 SASH 409 o D e 0.075" O D .By" 1 .45" S PULL OLE 414 o n z� z IZA In III% on°mz° U N •• h V K zo N to W 3.0 c W V caNg 9p 0a. Qy ♦ mo:a� O 4 0 E oz ww O ( 1.058" jam- v_ CO Oo 0.125' �, 0.85" I� W --0.2W7 o I a s .oIa a d REINFORCEMENT k o o � T L D Mal h 11 4uto r o ` O 0.075" ^ N N Q z O � o L N O G L 0.2n Z ° i 0.07' Dire: 3120112 a 3 � ZING BEAD 8 ANTI -LIFT 6 SILL TRACK 7 LOCK SnLE �: N.T.S. m 206 owe. BY: JK I- 1.12,C c.K. Br: LFSW. 3 12 REINFORCEMENT DRAVANG No.: a 452 FL-16842.18 0 SHEET 5 or 5 n i 4/16/2018 Florida Building Code Online I BCIS Home Log In user Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map I Links a Floridr " Product Approval Ip USER: Public User � ..ir.ett Pin Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16842-R4 Revision 2017 QQQ Approved i NewSouth Window Solutions 4901 oak fair blvd tampa, FL 33610 (513)284-0129 danochstein@newsouthwindow.com Vivian Wright rickw@rwbldgconsultants.com Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed I Professional Engineer i:] Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan 1. King, P.E. L Validation Checklist - Hardcopy Received FL16842 R4 COI (c) Certificate of Independence.pdf Standard AAMA/W DMA/CSA101/I. S.2/A440 AAMA/W DMA/CSA 101/I. S.2/A440 AAMA/W DMA/CSA 101/I. S.2/A440 ASTM E1886 ASTM E1996 ASTM E1996 ASTM E1996 TAS 201, 202, 203 https://www.floridabu ilding. org/prlpr_app_dtl.aspx?param=wG EVXQwtDgtm mTSTNdVPsf%2fLKgxApZZQumXyGu r83s42hZkY3sC4ZA%3d%3d 4/16/2018 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 Method 1 Option D 04/11/2017 10/20/2017 10/23/2017 12/12/2017 0 O Page 1 FL # Model, Number or Name Description 16842.1 a. Series 9000 Model 9500 Slider XO Extruded Vinyl "Non -Impact" Horizontal Sliding Window 1 Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.1.p-if 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 R4 AE (b) Eval 16842.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.2 b. Series 9000 Model 9500 Slider XO Extruded Vinyl "Non -Impact" Horizontal Sliding Window, Flange Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.2.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 16842.2 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.2.p_if 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 utilizi Impact Rated Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.3.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 16842.3 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 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 Impact Rated Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.4.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 16842.4 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.4.p_df 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 utilizi Impact Rated - HVHZ Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R4 II (b) Inst 16842.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16842.5 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.5.p_ f 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsf%2fLKgxApZZQumXyGur83s42hZkY3sC4ZA%3d%3d 2 4/16/2018 Florida Building Code Online Impact Rated - HVHZ Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R4 II (¢) Inst 16842.6.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 16842.6 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.6.if additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.7 g. Series 9000 Model 9500-3 Slider Extruded Vinyl "Non -Impact" Horizontal Sliding Window i XOX Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.7.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 16842.7 for Design Pressure Ratings, any FL16842 R4 AE (b)_Eval 16842.7.p-f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.8 h. Series 9000 Model 9500-3 Slider Extruded Vinyl "Non -Impact" Horizontal Sliding Window, XOX Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (¢) Inst 16842.8.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 16842.8 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.9 i. Series 9000 Model 9550-3 Slider Extruded Vinyl "Impact' Horizontal Sliding Window utilizi XOX - Impact Rated Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.9.p!if 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 16842.9 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.9.p f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.10 j. Series 9000 Model 9550-3 Slider Extruded Vinyl "Impact' Horizontal Sliding Window with XOX - Impact Rated Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.10.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 16842.10 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.11 k. Series 9000 Model 9550-3 Slider Extruded Vinyl "Impact' Horizontal Sliding Window utilizi XOX - Impact Rated - HVHZ Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R4 II (b) Inst 16842.1i.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 16842.11 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.11.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.12 I. Series 9000 Model 9500-3 Slider Extruded Vinyl "Impact' Horizontal Sliding Window with XOX - Impact Rated - HVHZ Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R4 II (¢) Inst 16842.12.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 16842.12 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.12.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. hftps://www.floridabu ild ing. org/prlpr_app_dti. aspx?para m=wG EVXQwtDgtmmTSTNdV Psf%2fLKgxApZZQumXyGur83s42hZkY3sC4ZA%3d °/a3d Florida Building Code Online 16842.13 m. DuraGard Slider XX Extruded Vinyl "Non -Impact" Horizontal Sliding Window 1 Nail Fin Installation (XX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.13.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 16842.13 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.13.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.14 n. DuraGard Slider XX Extruded Vinyl "Non -Impact" Horizontal Sliding Window configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.14.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 16842.14 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.15 o. DuraGard - 3 Slider XOX Extruded Vinyl "Non -Impact" Horizontal Sliding Window i Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.15. cp if 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 16842.15 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.16 p. DuraGard - 3 Slider XOX Extruded Vinyl "Non -Impact" Horizontal Sliding Window, Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.16.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 16842.16 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.16.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.17 q. Sashlite Slider XX Extruded Vinyl "Non -Impact" Horizontal Sliding Window Nail Fin Installation (XX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.17.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 16842.17 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.17.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.18 r. Sashlite Slider XX Extruded Vinyl "Non -Impact" Horizontal Sliding Window configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.18.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 16842.18 for Design Pressure Ratings, any FL16842 R4 AE (2) Eval 16842.18.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.19 s. Sashlite - 3 Slider XOX Extruded Vinyl "Non -Impact" Horizontal Sliding Window i Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.19.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 16842.19 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.19.pdf Created by Independent Third Party: Yes hfps://www.floddabu ildi ng. org/pr/pr_app_dtl.aspx?param=wG EVXQwtDgtm mTSTNdVPsf%2fLKgxApZZQumXyGur83s42hZkY3sC4ZA°/`3d %3d 4/16/2018 Florida Building Code Online additional use limitations, installation instructions and product particulars. 16842.20 t. Sashlite - 3 Sl.cler XOX Extruded Vinyl "Non -Impact" Horizontal Sliding Window i configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.20.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 16842.20 for Design Pressure Ratings, any FL16842 R4 AE (4) Eval 16842.20.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page 0 0 O Page 1 Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. �pyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund St. 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 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. * Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an er if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if y licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ME M ® eCtmiY. Credit Card Safe https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsf%2fLKgxApZZQumXyGur83s42hZkY3sC4ZA%3d%3d 5 NewSouth i ` , WINDOWSOLUTIONS 4901 Oakes Failvd., Tampa, FL 33610 Sashlite - 3 Slider XOX "NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 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 borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Vertical & horizontal cross sections 3 Buck & frame anchoring 4 Components 5 Bill of materials and glazing details 117' MAX. OVERALL FRAME WIDTH — c� x o X O X X f _ o m ZO 'd m Z \ ^ N•• o ozd \\v N $ co 96 cW urt oa a m a a m �a4 6 E cZ c 41 MAX OVERALL MAX f MAX': —DESIGN PRESSURE DAYLRE .: DAYUTE GLASS FRAME DIMENSION: DIMENSION ": iypE . (PSF) DIMENSION (OPERABLEj.: (FIXED) POS. ..: NEG. 112.0' X 59.75" 25.fr X 53.5^ 52.0" X s3.5" G1 +25.0 -30.0 sE: 4117112 AU: N.T.S. VG. BY: JK 1K. BY: LFS AMNG NO.: FL-16842.20 IEET _L OF 5 %o���� 1 D `4 . :Q •� m E .>> 2 . oZv Em ?mo 2 B $ ug 9a`oa 3 X X F;� 'moat B O c o OO E aZ R � 3a 00o aoo 'a- w o + p NO o 3 0� 3 4 2 2 Z m a�" 3 3 G1 H N �& o a Oc EXTERIOR INTERIOR �I = K 0 GI a B E2 . EMB. (fYP.) 2 n INTERIOR `� N it 1 8 N v, 1 3 w W o F 7 � 14 �❑ k 0� a� D �_ a • � 3 ❑❑n}{ � NNa V O ] 3 v. DATE, 4/17 12 z EXTERIOR Gl E SCALE: N.T.S. 5 12 6 3 f a owc. BY..JK m C D 2 VERTICAL CROSS SECTION CHX. 9Y: LFS E 1 HORIZONTAL CROSS SECnON o LNG � a 2 2X Buck Masonry Construction FL— 16842.20 O 2 2X Buck Masonry Construction n SHEEP __L OF rj 0 O K NOTE: Sheet Metal Screws must penetrate H �� a min. of 3 threads through at least 2 sheets of X L metal (maintain a min. 3/8" edge distance(. a �W: E a< r�:s oQ C INTERIOR - 'i�i•'• ' S A z d ���4t tss �z C;; o a N Z m ^ V a x Z g C g) g 9 6 o a b 8 K V �"� maa� g =z = C3= Li �� e EXTERIOR 3 2 0 oz — N G, (n o0 J W EXTERIOR INTERIOR m �i 2 HORIZONTAL CROSS SECTION o w -E 3 Steel Stud Construction 1 VERTICAL CROSS SECTION N 3 1 X Buck Masonry Construction u l = z W EXTERIOR INTERIOR 0 EXTERIOR INTERIOR a 3 Ln � 3 2 R a 2 N N , 000 OC70 N OOO OC�O 8 - W W O Ln a8 �0 00 n C C L-d A E E K c _ - e. • z D z _ DATE 4117112 H i a souE: N.T.S. 3 VERTICAL CROSS SECTION m \ MG. BY; JK m 3 Direct to Masonry 4 VERTICAL CROSS SECTION cBK. ,, LFS $ Masonry sill v oxnvnxc NO, FL-16842.20 0 ro ' SHEEr 3 OF 5 o 2X'. BU MASONR OPENINI MASONRY 8"ITYP.I 4"ITYP.I r ITYP•1 I �� `v JB :K D u o_ BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers moy be adjusted to maintain the min. edge distance to matarjoints. 2. Concrete anchor locations noted as WAX ON CENTER" must be adjusted to maintaln the min. edge distance to mortorjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dxnension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR :MIN. MIN CLEARANCE MIN CLEARANCE SIZE EMBEDMENT.TO MASONRY TOAIjJACENi ;TYPE EDGE ;: .,ANCHOR. ITW TAPCON 1/4• 1-1/4" r 4 ELCO ULTRACON IVL"11 SL:KEW INSIALIAI"ll NGIEJ: 1. Maintain a minimum 5/8" edge distance, I"end distance, 3 1"o.c. spacing of wood screws to prevent the splitting of wood. FRAME 2X SUB BUCK MASONRY_ OPENING 4-M. ��'' . �,10 �M �v%'• adz* •��Z3W _�" ri /'hill %%I z to Zo �I 1 (n'" ) I ._ I I I I I I I I I p 2X BUCK H 1XBUCK D DIRECT TO MASONRY STEEL STUD TYP. I I I I I I I 1 1 I FRAME ANCHORING rg E m Z 11 Z. u 90`oL Vl M L maa� z0 3 c IL SGLE: N.T.S. M. BY: X CHK. BY: LFS DRAWING NO.: FL-16842.20 sHELT 4 of 5 y BILL OF MATERIALS ITEM t DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42) WOOD B 2X BUCK (SG >= 0.42) WOOD C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F #10 X 2-1/7PPH SMS (I 3/8" MIN. EMBEDMENT) STEEL H 1/4" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K #6 X 1-1 /4" PFH SMS STEEL L # 10 PPH SELF -DRILLING SMS STEEL X STEEL STUD Min. Thk .033" (ASTM A653 GRADE 33 Fy=33 W min., Fu=45 ksi min.) STEEL 1 FRAME PVC 2 RAIL' PVC 3 GLAZING BEAD' PVC 4 GLASS SETTING BLOCK (1/8" X 1" X 1/9") PVC 5 PULL STILE' PVC 6 KEEPER STILE* PVC 7 MEETING STILE' PVC B ANTI-UFT & SILL TRACK' PVC 10 GLAZING SILICONE (SashSeal) I 1 REINFORCEMENT (6065-T5) ALUM 12 REINFORCEMENT (6065-T5) ALUM 14 LOCK ASSEMBLY (TRUTH) STEEL 20 LIQUID APPLIED DESICCANT (SashDd) • THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". (-,').FRAME 444F �j 0.85 4t 01 0'5" O D li KEEPER STILE 423 o II 0.075' ., F so- o 9 L1 ■ Z� Z U og 9ota mdae IA 4 o E 9Z Z SASH 3a 409 o �z w � z J 4 � o � _ 0 � _ � w_ J F oQ 0.07s o o a m 1.4 --{! 5" S PULLSTILE o N �{ 1.058" 4 w Lo 1 /7' GLASS BITE o o � 0.125 - 1 0.85 3/4" O.A. GLASS THK. r $ k' a J IIII 0.245 t a- 1/8" ANNEALED GLASS r a REINFORCEMENT o 1.48" I 1 p O AIR SPACEtj 454 o a 0 -: w^ w O O IIT ANNEALED GLASS 0.25r z �-- 0.07" DAre: 4/17 12 $ GLAZING BEAD ANTI -LIFT 3 SILL TRACK ] LOCK STILE SCALE: N.T.S. 418 B 206 406 DWG. BY: JK $ h-1.124" -i a+K. BY. LFS GLAEING DETAIL Gl 12 REINFORCEMENT DawwiKc NO, 452 FL-16842.20 sHar 5 Dr 5 4