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Home My WebLink About20-592 ►' ► ►�� City of Zephyrhilis -:PERMIT NUMB E ' 5335 Eighth Street a £` A` : Zephyrhills, FL 33542 BAR-000592-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 09/02/2020 Permit Type: Add/Alter (Residential) 'Property Number Street'Address.- 03 26 210120 00000 0220 6416 Silver Oaks Dr --'Owner Information Permit Information Contracfor Information' Name: RALPH&KAREN TWIGG Permit Type:Add/Alter(Residential) Contractor:WEST SHORE HOME Class of Work:Add/Alter Residential Address: 6416 Silver Oaks Dr Building Valuation:$15,000.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (302)898-4964 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$15,000.00 (/ \ Total Fees:$172.50 1 Amount Paid:$172.50 Date Paid:9/2/2020 3:16:12PM Projecf.Descrtption. .;> uk REPLACE 14 WINDOW S/S Application Fees ` .- qE Building Permit Fee $115.00 Building Plan Review Fee $57.50 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. a1Q9L4 Y-!r. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Applio ' aX-813-780-0021 ' Building Department Date Received tU` tJ'' Phone Contact for pe�.Ctfingl( 727 205 19€a H a€i€EOwner's Name Karen Twigg r Phone Number 302-898-4964 Owner's Address 6416 Silver Oaks Dr.Zephyrhills 33542 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6416 Silver Oaks Dr.Zephyrhills 33542 LOT# F SUBDIVISION SILVER OAKS PARCEL ID# 03-26-21-0120-00000-0220 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK remove and replace 14 non-impact windows sZ/sz BUILDING SIZE SQ FOOTAGE HEIGHT BUILDING $ VALUATION OF TOTAL CONT NGRESS 00 =ELECTRICAL $ AMP SERVICE ENERGY = W.R.E.C. v =PLUMBING $ r,T/S =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING 0 SPECIALTY = OTHER W I 9 FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY West Shore Home SIGNATURE \C REGISTERED I Y/N FEE CURREN Y/N Address �p ke FL3v/1a2icense# I CRC1331959 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y!N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Address License# i tll-t t If-a 1-ca-a t 1.l1'111-f t t-tF 11 2-911_111.113H 11-€_1 i1.31 1.1.9 lo_E.a.it i313-9 11.11.2 1_1 It Iz_a-e 1-1 11_I1-81.i NA RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionstlarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life 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. Directions: - - - Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required.(A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive Ulan 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 property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowners Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone W"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT FLORIDA JURAT(F.S.117.03) Eme OWNER OR AGENT CONTR CTORSubscr bed and sworn to(or affirmed)before me this S b cri d and sbet�tre�me this byWho is/are personally known to me or has/have produced as/have producedas identification. as identification. Notary Public P 'Commission No. Cam rssion No. S J OROZCmission#GG 050066Name of Notary typed,printed or stamped Name of Notary Thru Troy fain Insurance 800.385d019 INSTR#2020131176 OR BK10155PG2573 P-g-irfl 0811 2J2020 10:15 AM Rcpt:2192189 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller NOTICE OF COMMENCEMENT 0 4114-al`- 6%ao Permit Number Tax Folio# _000b4-0.1'ab 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 CommencemonL 1. DESCRIPTION OF PROPERTY: (Leqal description property and street address,i'X—a \wtv 2. GENERAL DESCRIPTION OF IMPROVEMENT: ye, at ._t.3,%ySa0WLSN cv%,rj Icy- This space reserved for recording 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name&Address: lalph k- Uirtn 71wZgc ' 641U 'Elour ooxy,% Dr�\4- 1-CPh,.ir1,%3ue, 3017L(a Interest in Property'. 6LZY\&N' Fee Simple Title Holder(if different from owner listed above): 4. CONTRACTOR: Name: West Shore Home Phone Number: 727-20-5-1957 Contractors Address: 98431 adz StN St.Petersburg FL33718 S. SURETY(If applicable,a copy of the payment bond Is attached):Amount or bond: $ Name: - - Phone Number. Address: 6. LENDER'S NAME: Phone Number: Lender's address; 7. Person's within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes. Name: Phone Number. Address: S. In addition,Owner designates of to receive a copy of the Llenors Notice as provided in Section 713.13(1)(b),Florida Statutes. Phone number of person or entity designated by Owner: 9. Expiration of notice commencement(the expiration date will be I year from date of recording unless a different date is specified. 20, 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 1,SECTION 713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 'Vo ree '715 r(Pfint Name and Provide Signatdyj TillelOfte) Authorized Officer/Director/Partnee/Manager) State of T-'Lor�" County of The foregoing instrument was acknowledged before me this day of )0 vile 20_g2� by 0 k.A!)y%e/y_ for (type of authority,_e.g.officer,trustee,attorney In fact) (name of party on behalf of whom instrument was executed) Personally Known or Produced ldentificatfon7DL ry Public-State of Florida)f Notary -it t+fYL'0„ttrir&itfii#GG2SSg13 FormlPS02-ReMSed 01/13/li EXPIRES.cclrAar 14,2022 0*"t`dTtxuNurey fttk vweraivi 5024 Simpson Ferry Rd. { Mechanicsburg, PA. -17050 nil PH:PH: (717) 697-4033 , FAX: (717) 697-4099 WEST t • ! MI A1 ! � �J 1 l L I MERIN • a•• • a a- -� s a • � -�,�. �R.xT' "'.,�.^'+ +l�^h^'a`^^ 9' .'fir s+fv Rs -+�twr'P +u++T+. -•• �- 4� may, u { -.- t 5j9 V.Y.3 � rv'.l�j+f ;JMali�c.�� 'Y.:. /+W. }�•, i.'� N t+ r k 7 i a �,y� Iq ;'1 N 5024 Simpson Ferry,Rd. j Mechanicsburg, PA_ 17050 noun WEST SHORE PH: (717) 697-4033 -FAX: (717) 697-4099 Awl Jun. • Y ! t- ! • -s e`� r !. s s s• ' • i f! ! t !— f t ! MWA r nw�. �....�s�sr ,.:,+�-�-. t�^ec ;�c,1.. ,...fir ...,.- -�•� � # -r:-'x� ^t�, "�-"r+ar.-as^ 4 G - •'� - X '3_{f�fp�+ rt BSc-vQ .:s ---------------- - V�7 Jae i � ou J z.1-7 az �ga�L Lc.. . Lc 6 'wdO:I pazi eaaua M, .l � 7/9/2020 Florida Building Code Online :nix`•• 4-iir a..Y ,•�.� �. .... �—'::.-."........a.tt. _ -•' ''� t'" '4:" L^..�CM'1"SILJ..Ci!'[.^ 5 5 5 1 1 .Tf' .:.. BCIS Home 1 Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Florida r.�.,. 1 fl ffl. Product Approval ppttWWpp,, ` `' USER:Public User BP�re@e�oi Product Approval Menu>Product or Application Search>Aiglicatipn List>Application Detail FL# FL23505-R2 Application Type Revision Code Version 2017 Application Status Approved 23505.4 Comments Archived o ALL VVOW 3 SAL Product Manufacturer Soft-Lite LLC NA'NAL ERIDA S(1 LDING ��REVlAILI NG Address/Phone/Email 10250 Philipp Parkway ORD TA C17YOj:ZEo/C PROP,Cooler Streetsboro, °6 44241 ��ANCES ��YR�JLLS PLangan@soft-lite.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative REVIEW DATE AUG 2 5 ZOG9 9O Address/Phone/Email CI OF ZEPRvRNILL �` Quality Assurance Representative PLAN EXAMINER Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL23505 R2 COI (c)Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floddabuilding.org/prlpr app 00.aspx?param=wGEVXQwtDgtnDFSInZKXOtxgJIZp/o2fXAgyheyo9i(mp6NGpOTebnULdQp/o3d°/p3d 113 1 1 7/912020 Florida Building Code Online Product Approval Method Method I Option D Date Submitted 11/21/2018 Date Validated 12/12/2018 Date Pending FBC Approval 12/19/2018 Date Approved 02/19/2019 Summary of Products FL# Model,Number or Name Description 23505.1 a.Series"Barcelona"Model"SH30PI" Extruded PVC Single Hung"Impact"Window,Missile Level"C"- (O/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL23505 R2 IT b)Tnst 23505.1.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party;Yes Design Pressure:N/A Evaluation Reports Other:See INST 23505.1 for Design Pressure Ratings,any FL23505 R2 AE (b)Eval 23505.1.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 23505.2 b.Series"Barcelona"Model"SH30PI" Extruded PVC Single Hung"Impact"Window,Missile Level"D"- I (OIX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL23505 R2 IIjb)Inst235Q5.2.pff Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes. DesignPressure:N/A Evaluation Reports Other:See INST 23505.2 for Design Pressure Ratings,any FL23505 R2 AE (b)_Eva j 2 L505.2 Rdf - additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 23505.3 c.Series"Barcelona"Model"SH30PI" Extruded PVC Single Hung"Impact"Window,High Velocity I Hurricane Zone-(O/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL23505 R2 IT (12)jnst 2 505.3.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 23505.3 for Design Pressure Ratings,any FL23505 R2 AE (b)-lyal 23505.3.p 1Lf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. d.Series"Barcelona"Model"SH30P" Extruded PVC Single Hung"Non-Impact"Window-(01X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No EL23505_R2_jUq)Inst 23505.4.pd Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:NIA Evaluation Reports Other:See INST 23505.4 for Design Pressure Ratings,any . FL23505 R2 AE (a)_fyal 23505.4.pdf additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. 23505.5 e.Series"Barcelona"Model"SH30PI" Extruded PVC"Radius"Single Hung"Impact"Window,Missile I Level"C"-(O/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ*No FL23505 R2 11 )-Lnst 23505.5.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 23505.5 for Design Pressure Ratings,any FL23505 R2 AE (a)Eval 2SOS.S.pdf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 23505.6 f.Series"Barcelona"Model"SH30PI" Extruded PVC"Radius"Single Hung"Impact'Window,Missile I Level"D"-(O/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL23505 R2 IT a)_jaaLj3505.6.pgLf 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 23505.6 for Design Pressure Ratings,any FL23505 R2 AE )Eva]23505.6.p_d Created by Independent Third Party:Yes httpsl/www.floddabuilding.org/pr/prapp /,Aqyheyo9LXmp6NGpOTebnULdQ%3d%3d 213 _00.aspx?param=wGEVXQwtDqtnDFSInZKXOtxgJ[Z%2f O ft—Lite d M tRiltVVv.J SEE CHART FORCn FRAME SIZES '�� •':,,.. .., �,+` >`US w Bringing duality to light. q�rrrrrt*P z d d 10250 PhTpp Parkway M 00 n.r z Streetsboro,Ohl6 44241 �,b a a x z&� 0 f o Em zmow "BARCELC.� �a"" � a m a 4� ro Mode( "SH30P" a 'SINGLE HUNG WINDOW � z� NOWIMPAcr' o 0 U 1, GENERAL NOTES a 1. This product has been evaluated and is in compilance.wifh the 6th Edition(2017)Florida a c Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). m 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment iff to base material shall be beyond wall dressing or stucco. 3. When used In areas requiring wind bome debris pratection,'this product is required to be z protected with an Impact resistant covering that complies with FBC Sections 1609.1.2& R301,2.1.2. In I tg 4. For 2xstud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. = Mt1>Xa,.t. ..r; ?,d.:: ?iX' :'r.' Ql SlG =k)t$SOI2E 5, Site conditions that deviate from the details of this drawing require further -- -- - -_ _;�,,,- __- - - *"k>`-__ A engineering analysis b a licensed engineer or re lstered architect. __ --- - - __ - ---5'=",':��_ _'�=3y�pE.;;>�_�_=�._ _- a 9 g Ys Y ng 9 ,tIIMi SQI=ss` ==+1J4iFISt= _.:(IOstf►M�; Nl; A7!_yE g 32.W X 114.0 25.62"x 37.00" G1 +45.0 -45.0 TABLE OF CONTENTS m z SHEEN RESCRIP110Nla 1 Ty (cal elevations,design pressures and general notes 4D.0"X 96.0" 33.62"x 43.00" Gt +30.0 -30.0 Y z oar= s 26 17 g 2 Horixontalcrosssections scum N.T.S. 3 Vertical cross sections 40.X 63:0 33.62"x 26.50" G1 +55.0 -55.0 M.tiro Ji< 'm 4 Buck and frame anchoring 5 Com onenis 54.0X76.0 47.5"x33.00" G1 +45.0 -45.0 LFS rc 6 Bill of materials and glaxing detail osAWNG No.: FL-23505.4 n 0 SKU I OF 6 6 a itwrientAsoft Lte PennanenAA-Florida Product ApprdvalAM-23505 s4e HunMC-Drawingsill 23505(2017)M\FL-2350SAAW2,11 4 o n o�Q 00 3 N @ S O QCL O 7 x= x NW NN Nam+ — �M v 02 a q rn �� d 2(� o 70 �O N N n IN Z � 0 I T W N O � ` 1n0t m � � O CID m NN m = Q � D .NOD .. m g d 0y �y F. Z I z 0 I0 .� 4 a O Q �* 0 �O °z o !0 N W M •t: 0 O O ; to O W O Cal .O y v V i0 17 D_ �o y ,,t `��a`��SGH1kj0 frrfi O O No.43409 z i PRODUCT: 00eumentrr Prepared%n ~ r i SOFT—LITE WINDOWS Lyndon F. Schmidt P.E. No. 43409 !!l470 w? z ro f�glydA�t1�`t $ PART OR ASSEMB BUILDING CONSULTANTS. INC. x v1 1 6 11 18 ADDED FRAME SIZES JK tlli P.O. Box 230.Velrico. FL 33595 ° v NO DATE 8Y CROSS HORI SECTIONS Phone No.: 813.659.9197 REVISIONS FSPE C.A. No. 9813 , 02017 R.W.BUILDING DDNSU-.t9 INC. R:\Oients\Soft-Ute Permanent\A-Florida Product Approvals\R-23505 Single Hung\C-Drawings\FL 23505(2017)R0\FL-23505A.dwg,4.1 1-1/4"MIN. m EMB.(TYP.) ID m Im w� O E G C y o 0 n ' j N m - y ❑ 1-1/4 MIN. O Z EMB.(TYP.) Z I O a N O m n W N T 0. oa ooF1 `a 0 H 1-1/4"MIN. z n ❑ *+ EMB.(TYP.) Z Z IA > O I22 n X m o �OQ Cq y n ❑ 2 E2 N I0 • N m rn � C17 N m . P W COD (] W A an N< V• n-n ao 00 0" ❑ I _r n 0Qcn o c �y w 4. W N ZV p V 22 1-1/4"MIN. A / G No.4340 EMB.(TYP.) 9 6 �� PRODUCT: Documentu Prepared By:', SOFT—LITE WINDOWS Lyndon F. Schmidt �•'��0�''•�� Iw fV z to P.E. No. 43409 rnIPnt o r � -1 � PART OR ASSEMBLY: LD BUILDING CONSULTANTS, INC. to �t x Tn 1 6 11 18 ADDED FRAME SIZES JK P.O. Box 230. Valrlaa, FL 33595 I°' NO DATE f3Y CROSSVERTICAL ERTI CTIONS YY Phone No.: 813.659.9197 FEPE CA No. 9813 , ®2D77 R.W.BUILa1NG CCNSULTANtS INC. REVISIONS R:\Clients\Soft-Ute Peonanent\A-Florida Product APProva6\R-23505 SMgle Hung\C-Drawlngs\R 23505(2017)R0\R-23505A.dwg,5.1 ii€ice::' 0 3 3 0 0.0 n 00 5 — .1�z f q� �(Ol m o Z 0S rn n 0 0 mono z Nam ® � flm� 0 � D o'3 Z i`Eiaii o a:g o m o n NaQOZ n C o o O 2 O n 0.m Z iEiir :€:i p a p. 0 0 Ca O O ID 00 L.. O n O 0 3; Z 0 y 0 r 5C of ::t:3 ZaO fl to a it< n Q a 4 t;3i;t1' o rn m N C:am C1gy a a m m m::C¢z a c n m €iiaD N �3 m o CIL (6 7 m I� G m m N o DIO 1 0 I S _ = z::3YA: CD 3 o Ama: 000 m .sty ei:n a 47 InP) a rn 2 2 O ZO Z z > C= F c zt m 0 cc 1 1 1 1 1 .• II � II a II Sz c II =a II m II IT 1 T T a II � 6"(fl'P.J I 4"[fYP•)J L —�1 F`- 4"(TYP.) m A M 2 D Z A "%JSCNM"O . ' PRODUCT: ments Prepared ey: - c of to SOFT—LITE WINDOWS Lyndon F. Schmidt Doeu �� '�OR10� ��' li. Iv z '• P.E. No. 43409tS�s;••-....• Z I.- O r^ r_ y O1 PART OR ASSEMBLY: GD�/��BUILDING CONSULTANTS, INC. I� Ui` v7 i 6 11 18 ADDED FRAME SIZES UK BUCK AND FRAME ANCHORING tJ�lrlr P•0. Box 230. Valrico, FL 33595 • V NO DATE BY Phona No.: 813.659.9197 REVISIONS FBPE CA No. 9813 ' ®2017 R.W.SU-1—CaWSYLTANt.INC. R:\aents\SoR-Um Pennanmt\A-Florida Product AppruvalAR--23505 Single Hung\C-Drawings\FL 23505(2017)RO\FL-23505.4.dw9,6.1 � J O � N a C 09 I A 1.96" w A CJ mo 0 Tim: y o0 m 0 95° m 09 aoo r+! a z o y o Z y y m y m 01 y O r0.66" a - 0.27° 0.09° P: " T y 0.41 .� 0 o — o �'] y y C 0.05"0.391. coo 7 S • m ry n a� o 0.09" sc a y $ I \pw 1 urrr .. No.43409 Cr2•rp'� * i7t^ fo i A g mS' PRODUCT: Dxumente PmPomd g of m SOFT—LITE WINDOWS Lyndon F. SchmidtEl" /i Rr=-. /e IUf N z P.E. No. 43409 ••••••••• G\\ W D a N IIIr OIYAitt�p 7 o r 'i O1 PART OR ASSEMBLY: ..h+ BUILDING CONSULTANTS, INC. cn 7 X in 1 6 11 18 ADDED FRAME SIZES JK eJ l� P.O. Box 230, ValNeo, FL 33595 NO DATE BY COMPONEMIS Phone No.: 813.859.9797 REVISIONS FBPE C.A. No. 9813 40 zO17 R.W.BUILDING CONstrLTAN15 INC. BILL OF MATERIALS A. ........ Ile to ITEM ' MATERIAL zsoP-** (p 4 . A IXBUCKSG-0.42 WOOD Alt 6 B 2X BUCK SG>=0.42 WOOD g E'3 re C IN MAX.SHIM SPACE z D IM X 2-3/4'PFH,ELCO OR ITW CONCRETE SCREW STEEL w MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI ........... It B E CONCRETE Z'c;;6 T 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F #8XTRUSS HEAD SMS(1-3/9'MIN.EMBEDMENT) STEEL --Z G 114'X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL o X4.4 H 1/4"X 2-1/4'HWH ELCO OR ITW CONCRETE SCREW STEEL .w I FRAME' PVC 3 6 f 2 PW COVER* PVC c 0 E oz 3 WEEP HOLE COVER* PVC V chi 4 SILL ADAPTER* PVC a 2?lL 6 KEEPER RAIL* PVC 7 LOCK RAIL* PVC 8 PLAIN STILE' PVC 9 GLAZING BEAD* PVC 5/87 GLASS BITE 7/8'THICK 10 BOTTOM LIFT RAIL* PVC 118"ANNEALED 11 REINFORCEMENT(6065-T5 ALUM) ALUM. C3 12 REINFORCEMENT(6065-T5 ALUM) ALUM. 13 REINFORCEMENT(6065-T5 ALUM) ALUM. i2 20 LOCK < 21 LOCK KEEPER AIR SPACE 0 25 TILT LATCH 26 #8 X I"PFH TEK STEEL 27 #6 X V PFH TEK STEEL Ilff'ANNEALED 28 WEATHERSTRIP(187-270TRI-FIN) 1/7 WIDE DOUBLE SIDED 30 BULBSEAL GLAZING TAPE 31-1-PIVOT BAR STEEL IGLAZING DETAIL 32 #7 X 3/4'PFH TEK STEEL Gl STEEL INTERCEPT SPACER 33 BALANCER BRACKET THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY 2 EXTRUDERS UCENSEPS IN'AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS. M fa Z m cicl BAtE 9/26/17 scilm N.T.S. MG.BY. JK m cw.—,-. LFS OPAMG NOa FL-23505.4 -SHM 8 or 7/8/2020 Florida Building Code Online S :.;e.�,:�yr - - _ z.�,,;•. _ - -- �,,.---;-;;;-.�.---�— ��., _ __ �-:-arc.•;::- r�ily - ' P_S µY.i i''gla�•k.4- - � - -:��rC S v S'� --�"'^•'•� .';i'', "y� *11•.R'.'.r.--,`.-..1�tl..l...:: BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us ( BCIS Site Map Unks ! Search Florida .k R0° Product Approval ` USER:Public User S 'lay i! ,,, Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL15768-R6 Application Type Revision Code Version 2017 Application Status Approved 15768.12 Comments Archived Product Manufacturer Soft-Cite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330),528-1136 PLangan@soft-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan].King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15768 R6 COI (c)Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSAl01/LS.2/A440 2008 AAMA/W DMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E 1996 2006 ASTM E1300 2004 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code httpsl/www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgt3elSAInEOW5P/P2b4JiAhpQMdZw7SgDu7ChgTOFC°/*2bA671SA°/P3d%3d I/4 718/2020 Florida Building Code Online Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15768.6 for Design Pressure Ratings,any FL15768 R6 AE (A)Eval 15768.6.pd additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15768.7 g."5300 PW53(G5301)"Picture Extruded PVC"Impact"Fixed Picture Window-(0 I Window Configuration) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15768 P6 II (a)Inst 15768.7.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 15768.7 for Design Pressure Ratings,any FLIS768 R6 AE (b)Eval 15768.7.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15768.8 h.Series"Barcelona"Model PW30I Extruded PVC"Impact"Picture Window-Missile Level"D" I Includes Wind Zone 4(0 Configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No FL15768 R6 11 c)Inst 15768.8. df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15768.8 for Design Pressure Ratings,any FL15768 R6 AE (c)Eval 15768.8. df additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15768.9 =I-Series"Barcelona"Model PW30I Extruded PVC"Impact"Picture Window for use in the High Velocity Hurricane Zone(0 Configuration) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLIS768 R6 11 (g)Inst 15768.9.2dd 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 15768.9 for Design Pressure Ratings,any FL15768 R6 AE (c)Eval 15768.9.pcfff additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15768.10 j.Series"Barcelona"Model PW30I Extruded PVC"Impact"Picture Window(Geometric Shapes)- I Missile Level"D"Includes Wind Zone 4(0 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15768 R6 II (b)Inst 15768.10. df Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15768.10 for Design Pressure Ratings,any FL15768 R6 AE (b)Eval 15768.10.pdF additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. T_ 15768.11 k.Series"Barcelona"Model PW30I Extruded PVC"Impact"Picture Window(Geometric Shapes)for I use in the High Velocity Hurricane Zone(0 Configuration) Limits of Use Installation Instructions Approved for,use in HVHZ:Yes fL15768 R6 II (12)-Lnst 1S768_11.af 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 15768.11 for Design Pressure Ratings,any FL15768 R6 AE (b)_Eval_15768.1 f additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. i5-7-6Kff 1.Series"Barcelona"Model PW30 Extruded PVC"Non-Impact"Fixed Picture Window-(0 I Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15768 R6 11 (a)_Inst 15768.12.pff Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other,See INST 15768.12 for Design Pressure Ratings,any FL15768 R6 AE (A)_Eval_1U6L8.12.pc1f additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. Sacft `Text Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-I874 https://www.floridabuilding.org/pr/prl_appjtl.aspx?param=wGEVXQwtDqt3elSA]nEOWS%2b4J!AhpQMdZvaSqDu7ChqTOFC%2bA671SAO/03d%3d 314 `ti�4� ,..• �j/i�' m `9i 1 SEE CHART FOR FRAME SiZES Bringing quality to tight. '''�ttttt!! itltt ttt��` o 6;;10250 PhUiPp Parkway a .r Sheetsboro,Ofiio 44241 a x z S t e Em z wo o,a o! 1" fl, a N� za r�BARCELC�it A' r� m aa� 0 Model "PW30" PICTURE WINDOW it ON-IMPACT° 4 q z� J Q tri t2 Uj q GENERAL NOTES U o gu�i N OD this product has been evaluated and Is in compliance with the bth Edition(2017)Florida G Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" a a a (HVHZ). 2. Product anchorsshall be as listed and spaced as shown on details:Anchorembedment to base material shall be beyond wall dressing or stucco. 3. When used to areas requiring wind home debris protection,this product is required to be ' protected with an impact resistant covering that compiles with FBC Sections 1609.1:2& Z R301.2:1.2. S2 a 4. For 2x stud framing constriction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further ri engineering analysis.by a licensed engineer or registered architect. ;iypy GIASSrDE$1GN.P1tESSU (PShJ.,,y j+ �FRAN9 D„tMENSON rt 5I.IQiMEh1tON TABLE OF CONTENTS, "" a SNEEftf DESCRIPTION 48.0"7C 63.0" 47.56"'x56.501 l V'G1 +65.0Y„ '-65.0 z ,n i i p cal elevations design pressures and genera notes nnlE 10 OS 17 a 2 Horizontal cross sections 48.0"X 76.0" 41.56"x 69.56" Gi +50.0 -50.0 � N.T.S. 3 Buck ond.frame anchoring a 4 Burk an frameanc anchoring 72O.X720" 65.56"x65.5V G2 +45,0 -45,0 cwc JK 5 Buck an frame anchoring c•BY' LFS 6 Bill o materials,components and glazing detai ow�wwc Nos a 0 FL-15768.t2 n SNEEr 1 of 8 N a a R.xa s45D8-Ute Permaneni'A•Rarida Product+1ppmvdM1R-15768 F&td1C-Dmivtngs1FL 15768(20S7)fL457..Md,,22 N W N N b3 3— a �A NJ �3 �Z 0� T O Z a �r co rn N �Os ` J 0 Gt �O A N Z �° 7 S 2iI R� ap � L til roZ 0 a� my O?O ❑ 80 m w M A Z s S > N Im �4 !22 0 � O A Cn 0 y >n n W .p Q Z u N y � IX7 '<< 0'L�Lttttttt�tJJJJ/ F SCJil�j�T j/�I Pg PRODUCT: Dowmente Prepo d By.I ~ t SOFT—UTE S"1mows Lyndon F. Schmidt �y - �N V o z o P.£ Na. 43409 ��A'riit;,,��~ r PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. V NO DATE P.O. Box 230, Votriao, FL 33595 BY HORIZONTAL phone No.: 813.6S9.9197 REVISIONS CROSS SECTIONS P9PE CA No. 9613 m 2017 R.W.8UILDING CDN6ULl"to INC. ............. .0 % z 0)*. d z gym 14.6-MAX O.C.(TYP.) ITYP e( %%% >'i %% zd;d TYP.) 8n ..z 0 xz*� 6 OIL W TYP. 2X BUCK IF z 1XBUCK G 2X BUCK BUCK DIRECTTO H 0 IL FRAME--' MASONRY(TYP.) MASONRY MASONRY a OPENING 2 OPENING3 20 41 C; BUCK ANCHORING FRAME ANCHORING 49'X 63" MAX DESIGN PRESSURE 466 -66 PSF U) cs 2 to CONCRETE ANCHOR 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to morforloints. 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 39 maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 3.Concr e te an c h or t a b le i1--*1�,-RA9A.*NP.-. ................. OpWi:......W .,*D' - :*.**4'.'�'.'i�'..T.Q�.*.�'MA�ONRY..,.,*.."..,.,.,**.,�; I-E ........... 0 ....•........................................ ......................................................... ..... 1TW DAM 10/08/17 TAPCONO 1/4- 1-1/4' scAm N.T.S. ELCO :1 1/4- 1-1/r W- DWO.BY.- JK M ULTRACONQ CW_hr. LFS R WOOD SCREW INSTALLATION NOTES: DRAYANO No.: 0: 1.Maintain a minimum 518"edge distance,I"end distance,&I"o.c.spacing of FL-15768.12 wood screws to prevent fhe splitting of wood. SHEET R:\Cfients\Soft-Ute Pennanent\A-Florida Product AppmvaLs\FL-15768 Fized\C-Drewings\FL 15768(2017)\FL-15768.12.dw9,42 p to 0 o p 0 o o 0 ma o 0 oSO am : '8;i; < �nCD Z O-OODnn t7 CA o gim::..::: m m ° no Z Q m_ a C v o x D m(D Can ;;=€ tr m °•m o ° y C O O v (D Z � aN`o H y ZO vmZ •• 7 " p p n i:miij(ei 3 o m aCD 3 m o 0 B 7 Z `°G m tl ID M S z p m¢:OP = N n o o o o ryn m g o m'C T Afi m ° n 9, ° ROE moa <m a m 0 3 I I 4" ITYR) 14.5'MAX O.C.(TYP.) 3 a x m N z Mm N C ne u w 0 in 0 N T 0 ZZ p� L7 AC Im C A \1` i A a m $g n On c c Z D A <O 0 an 15.75"MAX O.C.(TYP.)--�� 6°(TYP.) �,tull"►rrpr 09 o x o Q PRODUCT: Documents Propared By.� I Sri SOFT—CITE WINDOWS Lyndon F. Schmidt �'e��•' I� V o Z o0 P.P.E. �NA�?�� No. 43409 ��/SS� /IIIII 0) r 't m PART OR ASSEMBLY: �D�/��BUILDING CONSULTANTS, INC. I°' w y 4NODEATE BY BUCK AND FRAME ANCHORING J�4� P.O. Box 230, VoIrloo• FL 33595 Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9B13 ®2D77 R.W.eun.nrHa r:(11t$u LTAN t91NC. , 13.5'MAX O.C.(IYP.) ITYP'I — 27'MAX O.C.(TYP.) z �0�¢ ro �.: '' a:, x. •y '"+ ::. F+ in Pf 6•(TYP.( o ro°1 z �•w 0 ILP, TYPCL 2X BUCKrn , � c iXBUCK C� BUCK DIRECTTOo 'kFRAME MASONRYca 0 ONRY 0 MASONRY OPENING OPENING m I y q _ o x a Fn w g BUCKANCHORING FRAME ANCHORING 72"X 72" v! MAX DESIGN PRESSURE=+45/-45 PSF o CONCRETE ANCHOR NOTES: 1.Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortarjolnts. 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortarjoints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. ss 3. Concrete anchor table: w .5 ::2€ MI13'•.G.tti4/tF1.tJGEii.'HCt1JC:tEARANC. ¢ :` :pQ'NCHO�';ii iA.NC�I.OR;:.i �;a :;•::::..........:............... .:::;:a;:>.......,..,..::.,..;.......;...:;t•:: p � ,� •::•::::..:....::..•;a<e;;: •:a:�:>`...:....:::.-::.•......, .,::•::.TQ::MASONRY:;:a:•:;::c�70;ADJAGENL`•.>:<a m 4 s?;t;;iVR�>:r,•;:.:c•:•>;::SLZ�%>.a;:t�Mi3�bM�NT:is:i;;:ax•s. ::..::'::;z:::a::;•;:;•::::::::..: .::.:.:.:::::::. .......FTW :::::: kCxE:::::::::•::•::::::::•::..dNCHOR•:::.::::: z u° a 114, 1-114" 2" 4" DAm 10 08 17 i TAPCPCON SCALES N.T.S. ° & ULTRACONe 114' 1-114 1" 4" OWG.M JK m' WOOD SCREW INSTALLATION NOTES: cHw er. LFS 3 1.Maintain a minimum 818"edge distance,1"end distance,&1"o.c,spacing of DRAMN°NO.: n wood screws to prevent the splitting of wood. FL-15768.12 0 SHEET 5 OF 6 W O 0 a BILL OF MATERIALS ............ x . Ile ITEM# MATERIAL m.A I X BUCK SG>=0.42 WOOD t, B 2X BUCK SG-OA2 WOOD i * I dA. 6 C 1/4'MAX.SHIM SPACE 5/8"GLASS BITE 2400 SAS(DOW) Z D I/,VX 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI T1 7/6'THICK GLASS E CONCRETE Ile, P 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 Z, ri I/8'ANNEALED a ) z F #8-15 X 2-1/7'TRUSS HEAD SMS j1-3XMIN.EMBEDMENT) STEEL ca cq G INX 3-1/*'HWH ELCO OR ITW CONCRETE SCREW STEEL :9 o XZN H 114'X 2-3/4'HWH ELCO,OR ITW CONCRETE SCREW ;`m.0 STEEL cw I FRAME* PVC AIR SPACE I m R It T 3 CHANNEL COVER* PVC tz 9 1 GLAZING BEAD* PVC 0 IXANNEALED az THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY INTERCEPT STEEL SPACER 2 R EXTRUDERS LICENSEES IN'AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". GT GLAZING DETAIL z 86 ce 5/8!'GLASS BITE 1/2GLAZING TAPE 0 4.289' 7161HICK GLASS (L 55 ❑Q 5/32'ANNEALED to AIR SPACE LL Dol 0 5/37'ANNEALED 0 Fn FOAM SUPER SPACER 1.216" m to 0.065" 0.924" 2 j cli CD 3.26' FRAME 9 GLAZING READ DATE 1 zo 9/08/17 SCALL. N.T.S. M.W.. JK m CKK BY.. LFS DPAWNG No-- IFL—15768.12 SHUT-6- F_6 — 7/8/2020 Florida Building Code Online ,,ram;-. <r.� — �;;.,�3� d,.,..•.. "2a_`r' mac,._ -- -_ _- a yyy �r..'G ...5 13CIS Home Log In �� User Registration Hot Topics Submit Surcharge Stats&Facts ; Publications Contact Us k aCIS Site Map ! Links Search , r @,zm Product Approval - y� USER:Public User &P��.s�9°Megiw•m�i ProductApproval Menu>Product or Application Search>Agplication List>Application Detail %,x., �•vtFn FL# FL16026-R2 t -z,a Application Type Revision Code Version 2017 16026.1 Application Status Approved Comments Archived O Product Manufacturer Soft-Cite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-1136 PLangan@soft-lite.com Authorized Signature Vivian Wright rickw@rwbldgcon-s'rjltants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12131/2020 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL16026 R2 COI (a)Certificate of Indgpendence.pdf 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 httpsJ/www.fforidabuilding.org/pr/pr app dtI.aspx?param=wGEVXQwtDgtFPmdYiNDWr65rLx4klYK7stid4ulcguPeuW7M5Wb6rg%3d%3d 112 7/812020 Florida Building Code Online Date Submitted 07/20/2017 Date Validated 07/31/2017 Date Pending FBC Approval 08/04/2017 Date Approved 10/10/2017 Summary of Products I -FL.# Model,Number or Name Description a.Series 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ*.No ELjLaZa_RZ_jUb)Inst 16026.1.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:N/A Evaluation Reports Other:See INST 16026.1 for Design Pressure Ratings,any FI-16026 R2 AE (b)-Eval 1W25.L.pAf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16026.2 b.Series 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and I Mullion non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16026 R2 11 (( Inst 16026.2.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party;Yes Design Pressure:N/A Evaluation Reports Other:See INST 16026.2 for Design Pressure Ratings,any FL16026 R2 AE (b)_Eval 16026.2.pdf additional use limitations,installation Instructions and product Created by Independent Third Party;Yes particulars. sack ivext Contact Us:.2601 Blair Stone Road,Tallahassee FL 32399 Phone:$50-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privy gj,Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(l), 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 him. Product Approval Accepts: F05P Cre'dft C&d httpsJ/www.floddabuilding.org/pr/pr .app_Atl.aspx?param=wGE\/XQwtDqtFPmdYiNDWr65rLx4klYK7stid4ul cguPeuW7M5Wb6rg%3d%3d 212 iL 125'MAX.OVERALL FRAME WIDTH(TWIN) ��\Gq �••� 'a"�'4� m p'MUi,C(ON 'tx a 67MAX,SiNGCE 67'MAx.SiNGLE a �'m Z UNIT FRAME WIDTH UNIT FRAME WIDTH rc'•fp: �t ... qj -can �' e....N.�\\ JBmm Bringingquedity to light. 10250 PhIDpp Parkwoy Z° Streetsboro,Ohio 44241 jll jll h a v I pa�oo g 9 o a -1 S N M }C F 19044 ALUMINUM MULLION °= 1 0 w 2 Sa a cza Qz GENERAL NOTES L f1, This product has been evaluated and is in compliance with the 6th Edition(2017)Florida 2 m MBuilding Code(FBC)structural requirements,excluding,the"High Velocity HbmconeZone". 3 d A. 2, When used In areas requiring wind bome debits-protection,this product(if mulled together with 2 IJ * � impact rated windows)does not require protection from an Impact resistant covering when SASH NOT o Cn a used in Wind Zones 1,2 and 3 as defined by ASTM E 1996 and FBC Sections 1609.1.2.2& SHOWN MULLED TWIN WINDOW UNITS SHOWN a a R3012.121. FOR CLARrrY (Multiples also approved) 3. In Wind Zone 4,as defined byASTM E 1996 and FBCSections 1609.12-2&R301.2.1.2.1,this ' .m>-=a-i`r`'=-'Product must be protected with an Impact resistant covering complying f FBC Sections - - '--_ -1649.1.2&R30 .1 1.2 .2. - o: - �:,„ - N N .,.t _�_ .e. ,_iv - o transfer toads to the structure and be °'�°. " �fi�'TO r-. - `�c i ood buc bathers must be anchored roe t iron fe s r' i lti�'.R.'a� �-i„ `ti"�," 4. Vt! Is. Y ,m P p Th/ -r��r.5'.;:s:::_�'fu, �3d";`, 1r3�., �'i10„_ >•=,i2t�.�R�.qb r .;d�., *t48'>: �50..�;M�:42�- u5gr;%.�3'S�-x�.,58.,:,:�6�_ '2A.� z reviewed by the Building Official - ti o „po" - 50 4$ Qb 4Q 42 40 39 38 37 36 35 35 34 34 %>>n 5. Separate product approvals for each glazing product used with these mullions must be : . <ea! ,r, 52 50 48 46 44 42 Al 40 39 38 37 1 36 36 35 submitted along with this mullion product approval.The design pressure rating of the assembly ,ia4Mk 'r 21 55 53 50 48 46 45 43 42 41 40 39 38 37 37 shalt 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. 58 55 53 51 49 47 45 44 43 42' 41 40 39 39 0 0 62 59 56 54 52 51 49 48 46 45 44 43 42 42 T m 5 6, Anchoring of each glazing product to the mullion shall be as shown in this drawing or as shown ,a,- F_ S aiw='~=} 65 b2 59 57 55 54' S2 51 49 48 47 46 4d 45 In each Individual glabng product approval,whichever is more stringent. o •L -^ o 69 66 63 61 59 57 55 54 52 51 50 50 49 48 h 4; 7. Mullion anchor embedment to base material shall be beyond wall dressing orstucco. o 0 a r.s76 a, 73 70 67 65 d3 61 59 58 5b 55 54 -53 52 52 N z a ": B. Any conditions not covered in this evaluation are subject to separate engineering evaluation. sr.,Z4a;:K 75 75 71 69 67 65 63 62 d0 59 5$ 57 56 56 o�Tc:t o 1 s t2 s , _"7 _,. ,., s N.T.S. 3 5 ?2?t:'4' 75 75 75 74 72 70 68 66 65 63 62 62 61 60 s TABLE OF cotHENrs Q r, �: �x m SHEtT# OESCRtPTtON -;'r?fie`: 75 75 75 75 75 75 73 71 70 d9 67 rib 65 65 '.,:h aft ar: LFS 3.. :;,, a 1 Typical elevations,design pressures&general notes a b9';ti<; 75 75 75 75 75 75 ?5 75 74 74 73 72 7t 70 � : 2 Mullion detalls&cross seciions `"'" n (=r 75 75 75 75 75 75 75 75 75 75 75 75 75 75 Fi—tsa2s.t 6 SHEET 1 OF? a a' Shownwith Soft-Lite ...... fixed casement frame under separate approval. #loxs/WFPHSMS [4 each bracket) :—z 0 z z 2 C. ........ t 0. — -1.43 12S' P 0. 0,72T to a O.S. Z' 10 0.126, 0.a*w -0 z IN HORIZONTAL CROSS @ anchor clip SECTION &6116 (ON 190!4 V5 ALUM (4 Mullion Bracket anchors -3- Z required Into substrate, 0 zj I 2.7S- (See ANCHOR SCHEDULE) Refer to separate Window approval for quantity,location &size of anchors required to fasten window frame to mullion. At a mlnlmurrL use#10 PPH Self-drilling SMS located 6"from z C"n �ANCHOR 0 CKU 18�112 each end and spaced 181 max o.c.(a min.of 3 threads co C azy 606TSAW�V must protrude through the mulffon face). R& MULLION(19044) WINDOW UNIT NOT SHOWN FOR CLARITY U) HORIZONTAL CROSS SECTION #IOX51 19 &'PPHSMS K2 0 :9 \'2j throughmullion ANCHOR BRACKET(18102) Ln 1-T 412PFHWOODSCREW 1-1/21MIN. I"MIN. 1-1121MIN. z SUBSTRATE (4)Anchors required Into substrate 0 a 't'l-4 I/eDWPFH -Z.z (See ANCHOR SCHEDULE) I-IMNIX 2-11TMIN. W/VMIN. DAW.10116112 ITWB ANCHOR BRACKET DETAIL $Mr. N.T.S. 9 12-14 HWH HILI KWIK-FaO & #IOXS/WPPHSMS SE"RILUNGSCRB WIWI BY. JK M (2 EACH FACE) LFS CHN.BY- ORAWNG NO.: WOOD FRAMING BRACKET-70-MULLION DUAIL CONFORMING , CONCREFECON RMINGTOA030)(1000 PSI M-N HOLLOW BLOCK,CONFORN TO MC90 16GA..0.06(rta! NG AST FL-16026.1 STEEL CONFORMING TO ASrM A653, THICKNESS IFy=33,00D PSI,Fu-45,WO PSQ — iy SHEET 2 OF 7/1712020 Florida Building Code Online BCIS Home Login Use,Registration Hot Topics Submit Surcharge t Stats&Facts E Publications Contact Us BCIS Site Map Links Search Holida g-g in Product Approval USER:Public User d5 r Product pproval Menu>Product or ARplicatfon Search>Application List>Application Detail FL# FL15781-R9 Application Type Revision Code Version 2017 Application Status Approved Comments 5781. Archived 116 Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-1136 PLangan@soft-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan 3.King,P.E. ED Validation Checklist-Hardcopy Received Certificate of Independence FL15781 R9 CO (c)Certificate of Independence.pAlf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code hftpsJ/www.floddabuilding.org/pr/pr__app_Ati.aspx?param=wGE\/)(QwtDqt3eISA]nEOW9Taf7MFDxJQM7zrIDnCZDWfYzmDT6ZexQ%3d%3d 1/4 7/17/2020 Florida Building Code Online • Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R9 II ( )Inst 15781.13. df Approved for use outside HVHZ:Yes Verified By.,Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure.,N/A Evaluation Reports Other:See INST 15781.13 for Design Pressure Ratings,any FLIS781 R9 AE (b)Eval 15781.13.pd additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15781.14 n.Series"Barcelona"Model'TSL301" Extruded PVC Triple Horizontal Sliding"Impact"Window,High Velocity Hurricane Zone Large Missile(XOX 1/4-1/2-1/4 and XOX 113-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R9 II )Inst 15781.14,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 15781.14 for Design Pressure Ratings,any FL15781 R9 AE (b)_EvaLj_5781j4 pdf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15781.15 o.Series"Barcelona"Model"DSL30" Extruded PVC Horizontal Sliding"Non-Impact"Window(XX I I Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R9 II (b)Inst 15781.15.2d Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No treated by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.15 for Design Pressure Ratings,any FLIS781 R9 AE ( )_Eval 15781.15.pdf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. p.Series"Barcelona"Model"TSL30" Extruded PVC Triple Horizontal Sliding "Non-Impact"Window (XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R9 II (b)Inst 15781.16.2d 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 15781.16 for Design Pressure Ratings,any FL15781 R9 AE (b)_Lva1_15781.I6.pdf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. Sack Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.QpyLl Privagy,Statement :Accessibility Statement.:Refund Statement Under Florida law,email addresses are public records.if you do not went 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 mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to,the public.To determine if you are a licensee under Chapter 455,KS,please click here. Product Approval Accepts: credit Cdrd https://www.floddabuilding.org/pr/pr_appjtl.aspx?param--wGEVXQwtDqt3elSA]nEOW9Taf7MFDxJQM7zrIDnCZDWFYzmDT6ZexQ%3d%3d 4/4 SEE CHART FORFRAMESiZES OP Lite O MI z<-_r„ J& U ft WindowsBri fig;' � 10250PhUippParkwayn trig quality to light. //� ,,tt'r tP?```O Q m o z Streetsboro,Otrio 44241 g X O p o x 0,4 q, z oza " 6 oa�W "BARCELONA" 120.E w Model "TSL3011 SLIDING WINDOW 1/3.113.1/3 �o z "NON-IMPACT" SEE CHART FOR FRAME SIZES aW r � � G GENERAL NOTES o o 1. This product has been evaluated and Is in compliance with the 6th Edition ° (2017)Florida Building Code(FBC(structural requirements excluding the X Q X m p "High Velocity Hurricane Zane"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor v embedment to base material shall be beyond wall dressing or stucco. ffi z 3. When used in areas requiring wind bome debris protection,this product is L required to be protected vAlh on impact resistant covering that complies j with FBC Sections 1609.1 A&R30L2.1.2. —— -- i a � _ 4_ For 2x stud framing construction,anchoring of these units shall be the some 1/4.1/2-1/4 as that shown for 2x buck masonry construction. c 5. :Site conditions that deviate from the details of this drawing require further g COIJ¢IGtftATlON Flt4M5 D t;0 A engineering analysis by a licensed engineer or registered architect. o TABLE OF CONTENTS 1/3-1/3-1/3 111.0"X 63.0" 32.75"x 54.25" Gi +40.0 -40.4 o a SHEET# DESCRIPTION z o 1/4.1/2-1/4 111A"X63.U' 24.25'x54,25" Gi + oA 10 08 17 z r 1 Horizontal cal elevations.cross one,des gn pressures and general notes 49.75"x 54.25' 40.Q -40.0 SCAMo 5 2 Horizontal cross sections " ` mvo BY, N.�K 'm 3 Vedical crosssections 1/3-1/3-1/3 96.0'X 44.0" 27.75 x 35.25 Gt +50.0 •50.0 w 4 Buck and frame anchoring Mr.er: LFS 3 5 Components1/4-1/2-1/41 20.25 x 35.25" DRAWING NO- � 6 Bill of mat ddois and glazing detail 96.0"X 44.0' 42,7V'x 35.25'. Gl +45.10 -45.0 FL-15787.16 0 t7 SHEET I OF 6 d FLAClientASaft-Lite Petmanent\A-Florida Product Approvals\FL-15781 Horizontal Sliders\C-Drawings\FL-1S7816TH ED(2017)\FL-1578L16.dwg,22 N W N N N—• • m� �A 17 iZ Q k • 1 m w� Q co wN � n ww o 0 N D fr n M (•p O Z m rJ, � 2 aA z 0n O FA x A C) O iv z o p o 0 V O > O W m a z a o �n :M m x a w � O � ^^ v = V• y N w VI Nw D 3 � m nFl 0 0 00 �� n N ? t7 CD H 3n Cl Z2° o 0 a _ 9 Z �o �o lO I0 ``111111111/// `��o`F•...SC.... �. v.• ceN�.•.7' •� zm PRODUCT: Documents Prepared%r— O I o SOFT LITE WINDOWS Lyndon F. Schmidt �'�ORIO�. r O P.E No..43409 0i/L9 o •••.•••••• N co ? O PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. IO Z iO 1 1125118 REVISED PRESSURE RATINGS� "s P.O. Box 230. Valr)oo, FL 33595 �I NO DATE Y HORIZONTAL RW CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2017 R.W.BUILDING CON.0 LTANt9 INa. ' A-1Ctient0oft-Lite PermanenAA-Florida ProdaaApprovetAFL-15781 Horizontal StiderAC-Drawings\FL-157816TM ED(2D17)1FL-15781.16dwg,32 m p� m m w O w OD CA n v `o co 0 IQ 14 f7 c O N !%a � • r Z r m co O - rn Y � 1-1/4"MIN. z 1-114'MIN. EMS,(TYP-) EMS,(fYP.) m m n ,O IA w m wN con cp j I O Co Do (0 47 m .� .... Co 1-114"MIN. EMS.(IYP.j EMB.(1YP.j iv m C} m CD w n m .o x co -o I0 m w w 0n o;v a o O z o Co 0 ! m 1po m m tV O 1-1/47MIN. 1-114'MIN. EMS.(TYP.j EMS.(iYP-j VSCFNk `>>>��FtSCHMjO�r�ri i $ x ~PRODUCT: Doeumente Pr Pared EV, � ' SOFT•—UTE WINDOWS Lyndon F. Schmidt DM•%�j�`�� CA o - p P.E. No. 43409 �j�sfa PART OR ASSEMBLY: GZ�p,,///BUILDING CONSULTANTS, INC. 1°' ,Vl 1 1125118 REWSED PRESSURE RATINGS LF5 c�Lt('/ P.O. Box 230,Valrioo, FL 33595 rn v NO OATS BY CROSS VER77 CL vt+ Phone No.: 813.659.9197 FSPE C.A. No. 9813 ®201"7 R.W.BUILDING CDNAULTAN7G INC. REVISIONS PUNClientASoft-Lite Permanent-Florida Product Approvah\FL-15781 Horizontal SGders\C-Rrawings\FL-157815TH M(2017)kFL-15781.1fi d vg,42 0o i= --- ------------ -- — ------------- cz A� W m a a z —rFs —z .�o wo cs � ------------------ - ———————————————— U_ � O m v 21Y"MAX. �� `' 2(r MAX. O.C.(1YP.) mp.) O.C.W-) FYN Xm i !f S•• .s m is m z a n>n Z—ni c c • 0 3 X I n n �O sc �c o. � x Fn 0 n m 11L 67 mP•)--i F-� 6°mP-1—I 17"MAX O' 17"MAX �l�lltll!17t IlrtJ 3 _ 'r ND.43449 O1 PRODUCT- 0---nte Pmp—d ! _ SOFT—L17E WINDOWS Lyndon F. Schmidt rim � .tZORIA��•yy P.E. No. 43409 11 INC. r77 PART OR ASSEMBLY: vti.�7 /BUILDING CON5UL7gNTS, INC. to ! REVISED PRESSURE RATINGS LFS BUCK AND FRAME ANCHORING tJ L f�/ p'G' Sax 230,Yalrico, F1 33595 on rn v NO DATE By vv Phone No.: 813-659.9197 REVISIONS FSPE CA No. 9813 ®2d17 R.W.BUILDING tiDN6ULTgN to INC. R:\Clients\Soft-Lite Permanent\A-Florida Product Apprcvals\FL-1S781 Horizontal Sliders\C-Drnvings\FL-157816TH ED(2017)\FL-1578116.dwg,52 p o � b � A 2 c am _ w w N m a - rA V 22Y F- 2.86" 121" 1.07—1 e n o P ll m TM. O N V O ya 0.067' Zj to y 0 j 1 028" T 0 0.84"�) 1.96" m 125' 0.62° y O G 0.386" m A A !7 Tt o aN T is 0.089" a w0 ►{ N f�-1 5"--{ A Icy 0.41"00.67' 00.86" A 0.05'two rt A o '-' A Dc V- 0 1 0.091" -h A 4 o .♦♦vF SCH�y��,/// �� " 0.130" 1 05, 0.96 - No.43409 A r x n PRODUCT: Doaumente Prepared By,i I SOFT—UTE WINDOWS Lyndon F. Schmidt /�•••!20RiDR�•��♦�` P.E. No. 43409 lit♦, o .. .. //S G♦♦ 14 PART OR ASSEMBLY: eJ t, BUILDING CONSULTANTS, INC. Ion X (n 1 1 25/18 REVISco ED PRESSURE RATINGS LFS yl1 P.O. Box 230, Valrieo, FL 33595 m NO DATE gY COMPONENTS ! Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 0 2017 R.W.BUILDING DDNB(1LTAN t9 INC. BILL OF MATERIALS ............ ITEM 6 MATERIAL A IX BUCK SG>--0.42 WOOD P B 2X BUCK SG>=0.42 WOOD Is C 114'MAX.SHIM SPACE k D IX X 2-3X PFRELCO OR ITW CONCRETE SCREW STEEL 0;M ,• ...........*;A MASONRY-E 3,000 PSI MIN.CONCRETE CONFORMING AS TO ACI CONCRETE 3 >ri 301 OR HOLLOW BLOCK CONFORMING TO TM C90 F 08-15 X 2-1/2'TRUSS HEAD SMS,(1-3/9'MIN.EMBEDMENT) STEEL-- I T 00 9 1/,f'X 3-1 le HWH ELCO OR ITW CONCRETE SCREW G STEEL 0 X4.4 -z MO H IlftX 2-3/4'HWH ELCO OR ITW CONCRETE SCREW STEEL 5,'s 8 w I FRAME* PVC 0 7 M a. 3 WEEP HOLE COVER* PVC 50GLASS BITE 7/8"THICK 4 DSL FRAME FILLER* PVC 0 z 5 DSL HANDLE SASH* PVC IffANNEALED 6 KEEPER RAIL* PVC I ------ 7 LOCK RAIL* PVC 8 DSL MAIN SASH* PVC 9 GLAZING BEAD* PVC 10 DSL COVER SPACE PVC AIR 11 ANTILIFT TRACK* PVC- 12 ROLLER SILL TRACK ALUM. C) I/TANNEALED 2 13 REINFORCEMENT(6065-TS ALUM) ALUM. 14 REINFORCEMENT'(6065-T5 ALUM) ALUM. I/2'GLAZINGTAPE GLAZING DETAIL 15 REINFORCEMENT(6065-T5 ALUM) ALUM. G7 STEEL INTERCEPT SPACER �) o 17 ROLLER ASSM. 0 20 L CK 21 LOCK KEEPER 12 22 #7 X 3/4"PFH TEK(LOCK) SS - 26 48 X 1"PPH TEK(KEEPER) I SS 28 WEATHERSTRIP(187-270 TRI-FIN) I - kA THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". Z2 tJ CONCRETEANCHOR 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortorJoInts. 2.Concrete anchor locations noted of MAX.ON CENTEIT'must be adjusted to -0 z maintain the min.edge distance to mortarloints,additional concrete anchors z may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. -9 3.Concrete anchor table: ............ ......- • ..........I ...... ...... .... ......... .... .......... ........ ........ DATE-19,/08/17 ITW SCAE.. N.T.S. TAPCON® 1/4" 1-1/4" 2" 4" ELCO MO.BY. JK a 'I/If 1-1/4 1. ULTRACON® 4- CHK.BY; LFS WOOD SCREW INSTALLATION NOTES: ORAYPNO NO.: 1.MaIntaln a minimum 518"edge distance.I"end distance,&I'o-c.spacing of FL-.—-1.1 wood screws to prevent the splitting of wood. SHEET i OF 6