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Home My WebLink About19-20851 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20851 BUILDING PERMIT PERMIT INFORMATION LOCATION-INFORMATION Permit Number: 20851 Address: 6403 SILVER OAKS DR Permit Type: ADDITION/ALTERATION : ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SILVER OAKS Est. Value: Parcel Number: 03-26-21-0120-00000-1080 Improv. Cost: 37,896.00 OWNER INFORMATION Date Issued: Name: GILBERTSON, ERIC &AMY Total Fees: 345.00 Address: 6403 SILVER OAKS DR Amount Paid: ggjPd ZEPHYRHILLS, FL. 33542 Date Paid: (8 2 z2--M Phone: 813-701-0481 Work Desc: REPLACE 14 WINDOW & 2 SLIDERS S/S CONTRACTORS APPLICATION FEES HOME PERFORMANCE ALLIANCE INC BUILDING FEE 345.00 Ins ections Required FOOTER 2ND ROUGH PLUMB Misc INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MI SC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MI SC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20851 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20851 Address: 6403 SILVER OAKS DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SILVER OAKS Est. Value: Parcel Number: 03-26-21-0120-00000-1080 Improv. Cost: 37,896.00 OWNER INFORMATION Date Issued: Name: GILBERTSON, ERIC &AMY Total Fees: 345.00 Address: 6403 SILVER OAKS DR Amount Paid: ZEPHYRHILLS, FL. 33542 Date Paid: Phone: 813-701-0481 Work Desc: REPLACE 14 WINDOW & 2 SLIDERS S/S CONTRACTORS APPLICATION FEES HOME PERFORMANCE ALLIANCE INC BUILDING FEE 345.00 Ins ections Re uired FO OTER 2 D R U H PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to,-owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFICgR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-913-780-0021 Building Department /1 Date Received �— I Phone Contact for Permitting a 1 1 1 1 1 1 1 1 �y IRIAN Owner's Name I I S c On t Owner Phone Number Owner's Address l//&P 1 Ct" _ Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address n JOB ADDRESS V 1 C.tl �//�� //' ��L//O��T# I l! SUBDIVISION s1 ©Q PARCEL ID# V3~al0-0 f DUI 3Q`WCM—Ian WORK PROPOSED e NEW CONSTR ADD/ALT = SIGN(OBTAINED FROM PROPERTYTAX=NOncm DEMOLISH INSTALL REPAIR PROPOSED USE SFR 0 COMM = OTHER TYPE OF CONSTRUCTION {Q7 BLOCK QQ FRAME = STEEL = DESCRIPTION OF WORK r'1CG T�OU CW)Ql r� 1 I Z S+ I y �nGOLc:S a a tG(t fi ��a � BUILDING SIZE SQ FOOTAGE HEIGHT =BUILDING $ ( / VALUATION OF TOTAL CONSTRUCTION 1p =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION r =GAS = ROOFING 0 SPECIALTY I OTHER FINISHED FLOOR ELEVATIONS FLOOD NE A =YES NO O t BUILDER COMPANY �O P r ' nO e I! l SIGNATURE' REGISTERED Y/ N FEE CURREN Y/N Address License# p O pc 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 F REGISTERED I Y/ N FEE CURREN I Y/N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 • RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(1,0)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements,must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. 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 Attomey(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(PIot/Survey%Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be.cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,constructiop 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 YO R NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) A� OWNER OR AGENT CONTRACT -_ Subscribed and sworn to(or affirmed)before me this Subscribed and swo d) me this by Who is/are personally known to me or has/have produced Who lstar p ovally own to me or ha ave prod d as Identification. as identification. c Notary Public f� Notary Public Commission No. Corn ' sion No. Name of Notary typed,printed or stamped Name of Notary typed,printed: - ee► I_JACQUEUNE BODES Co a *10A GG 276457 A..60iea December 12,2022 s %•w„ °'r 9"iiIW.ltudTfq Felnlnsurance 8W4ss-7019 S12926 Eric Gilbertson ��Vf`�'}►'fir:':�• C' CITY Oif ZEPIHi "_:.L ZVU3LDINC OFF IC 12 3A FOA 16. V 12 5 V-P to is ASl a w-- zo � 20 201 ICI. 20 X d 5 20 ill;�►,� �c ao® Last Revision Date:0918 Page 3 of 13 f A'( sent to Measure: Thursday,January V,2019 Notes: 0/0 N�a�t P Date Measured: �F In Progress Inspection Required 0 Class/Design Pressure in PSF 45(8.64) Wind Velocity in MPH 138 S12926 • PerformoncdAlliance Applicant Eric Gilbertson Frame Type (,eGl( (b� Applicant Phone/Email (813) 701-0481 Exterior Siding Co-Applicant Amy Gilbertson Year Built 1993 Co-Applicant Phone/Email (813) 701-4808 Bucking Req Contract Date 1/16/2019 Color Home 6403 Silver Oaks Dr Grids ---------------------------------- Address Zephyrhills,FI 33542 Frosted CLb County Pasco Impact Sales Rep Tim O'Connor Non-Impact P)1Vf)oz�s Z SG Phone Number (508)221-1036 Window Shields Email Address droconnor@msn.com Door Shields Supervisor Austin OakleyGusto'magreestocfiea6ove?:._.' .: screens 1 Grids )Notes 3 A 35 ,5 -7V 6 ''bFl�z 35•�' �y•�. l-� 8 1'/C- 9 LIv,�G S 10 Lev .�� ,� y i2dd ✓ 11 L l v w4- cci S, b bs 12 N3T'�fL (o -0 ( ( k qf,< Ox os, 13 35 `7`f,5r' O k� 14 0rill 3 .S 1�.?s Z, ,2o�N� 16 17 L 18 19 20 / Customer Signature: ,_✓ Date: Do you have an HOA:&Tr No (Please drde one) Measured By: `� �,.`�, I Do you live in a Flood zone: Yes or No Date Measured: / / ( (Plvasod,dem.) Last Revision Date:0918 Page 1 of 13 121'G8/2018 `. Florida Building Code Online VZ BCIS Home Login User Registration I Hot Topics Submit Surcharge Stats&Facts i Publications Contact Us I BCIS Site Map Links Search Florida Product Approval .�1 USER:Public User OQ Product Approval Menu>Product or Application Search>Agglication List>Application Detail e a FL# FL16026-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Soft-Lite LLC �� Z Address/Phone/Email 10250 Stteettsbolro,OH �lipp Par" �QP>f ��+ �WL� (330)528-1136 DI1�I;, PLangan@soft-lite.com Authorized Signature Vivian Wright rlckw@rwbldgconsultants.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 R Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan 1. King, P.E. t' Validation Checklist-Hardcopy Received Certificate of Independence FL16026 R2 COI (a)Certificate of Indeoendence.pddf 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 ....... Aft rU! 119 121:28/2018 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 Model,Number or Name Description �16026.1 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 FL16026 R2 II (b)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 FL16026 R2 AE (b) Eval 16026.1.pdf 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 Mullion non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16026 R2 II (b)Inst 16026.2,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 16026.2 for Design Pressure Ratings,any FL16026 R2 AE (b) Eva[ 16026.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer..9opyyght 2007-2013 State of Florida.::FLiyacy Statement::Accessibill!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(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts- ® R I cG,h,_ck IirM Credit Card Safe o . ♦ 125"MAX.OVERALLFRAMEWIDTH(TWIN)Lite ]"MULLION ^ � � �e¢�r� o u `�� Windows 62"MAX.SINGLE 62"MAX.SINGLE %Ns.7 z l�';0: UNIi FRAME W1DiH UNR FRAME WIDTH V%J C9,I To" ••�"•• .....• \\ J O,0 OD Tinging quality to Iight. 10250PhuTPp Pa&way / / 111111 o M m Z' Stmetsboio.Ohio44241 _ �%% /%% Ern 0 x z d \ Z G \\VI a o Np �O 0a. w� ¢ N c mdo.� 19044 ALUMINUM MULLION Z 11 (]2 1 Z II , 9Z 2 o J D(L . O WZ GENERAL NOTES 2 0 ow 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida oBuilding Code(FBC)structural requirements,excluding the"High Velocity Hurricane Zone'. 3 ¢ w 2. When used in areas requiring wind borne debris protection,this product(if mulled together with 2 o o a impact rated windows)does not require protection from an impact resistant covering when SASH NOT of _rn S used in Wind Zones 1,2 and 3 as defined byASTM E 1996 and FBC Sections 1609.1.2.2& SHOWN MULLED TWIN WINDOW UNITS SHOWN a a D. R301.2.1.2.1. FOR CLARITY (Multiples also approved) Jr m 3. in Wind Zone 4,as defined by ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1,2.1,this product must be protected with an impact resistant covering complying with FBC Sections Desrt;N PRFssuRe(Psq 0 1609.1.2&R301.2.1.2. „v MAX SINGLE UNITFRAME_WIDTH 4. Wood bucks by others,must be anchored property to transfer loads to the structure and be 36° ;38^ 40" 42 44" 46° AB" 50" 62i` 54 56" 58^ 60^ d2^ 2 N reviewed by the Building Official. W W o 90^ 50 1 48 46 44 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 88" 52 50 48 46 44 42 41 40 39 38 37 36 36 35 $ submitted along with this mullion product approval.The design pressure rating of the assembly o 0 shall be the lesser of the food capacity of the mullion as specified using this approval or the e6^ 55 53 50 48 46 45 43 42 41 40 39 38 37 37 design pressure rating of the individual glazing products used. 84° 58 55 53 51 49 47 45 44 43 42 41 40 39 39 a a a 82^ 62 59 56 54 1 52 1 51 49 48 46 45 44 43 42 42 =' Z a 6, Anchoring of each glazing product to the mullion shall be as Shown in this drawing or as shown i ea 65 62 59 57 55 54 S2 51 49 4B 47 46 46 45 k = in each individual glazing product approval,whichever is more stringent. ? $ a g 78" 69 1 66 63 61 59 57 55 1 54 52 51 1 50 50 49 48 0 ' 7. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. IT x '74". 73 70 67 65 63 61 59 58 1 56 55 54 53 1 52 52 N z a 5 8. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 74° 73 75 71 69 67 65 63 62 60 59 58 57 56 56 a—,10 16/12 0 TABLE OFCONfEMS 77 75 75 75 74 72 70 68 66 65 63 62 62 61 60 ` N.T.S. DWG.BY: JK m E SHEEif1 DESCRIPTION 70" 75 75 75 75 75 75 73 71 70 69 67 66 65 65. GNC By. LFS 3 1 I Typical elevations,design pressures&general notes 68^ 75 75 75 75 75 75 75 75 74 74 73 72 71 70 oMW NG ND.: rc Z, 2 1 Mullion details&cross sections a 66° 75 75 75 75 75 75 75 75 75 75 75 75 75 75 FL-16026.1 N SHEET 1 OF 2 G d 017 Shown with Soft-Lite foxed casement frame under Qr °•�jj m r sep arate approval. #10 X 5/8"PPH SMS 7 N 1 (4 each bracket) _tl( a of �,n c ,s Y �N:7 z 2 rise p` m �lY o m �•., C m n � z18 1.436„ I 0.125" o ® //r►T I FT o n m z OS I--� a o m a N•• 0.72T vv� av_ a xzo 0.472' m \\ N P a 9 o O 0.125' o o V r amp maa� 9 a a. o° 1 HORIZONTAL CROSS SECTION A 9.a 0' c4 2Q9 anchor clip MULLION 19044 1 6068-TS ALUM. (4)Mullion Bracket anchors zo required into substrate 0 �T a r�2.75' (See ANCHOR SCHEDULE) aG Refer to separate window approval for quantity,location SS' &size of anchors required to fasten window frame to mullion. } ow $ At a minimum,use#10 PPH Self-drilling SMS located 6"from 2 ANCHOR BRACKET 18102 each end and spaced 18"max.o.c. (a min,of 3 threads w o vyi 6063 TS ALUM. must protrude through the mullion face). ¢ 32 c � c o o m Note: WI o I� a NDOW UNRNOT Jfall a MULLION(19044) I I SHOWN FOR CLARITY ^ o N N 2 HORIZONTAL CROSS SECTION o o z 'v #10X5/8"PPHSMS w w o 2 through mullion m ANCHOR BRACKET(18102) no in q zo 00 . n �S MOWONANCHOR BRACKETAFICHOR SCHEtiUIE > v SUBSTRATE ANCHOR EMBEDMENT EDGE DISTANCE CENTER-TO-CENTERSPACING w WOOD #12PFHWOODSCREW N^,O 1-I/TMIN. I"MIN, 1-1/TMIN. LL SUBSTRATE (4)Anchors required into substrate 1/4 DUt PFH N z ® See ANCHOR SCHEDULE o 1-1/4'MIN. 2-1/TMIN. 1-3/4•MIN. Dntt 10 16/12 Z 5 ( J CONCRETE IIWBUROIXTAPCON (�31 ANCHOR BRACKET DETAIL 12.14Hw�r1 n�icWIKF1Ex® S�uE N.T.S. IQ a" #IOX5/8"PPHSMS 2 STEEL SEIFDRIWNGSCREW slwsPRoIRUDEHraoucx 1'MN. =14/1" °WG JK ra (2 EACH FACE) 9� TKESTEe.SUBMTE aac In, LFS 3 7 DMWWG NO.: BRACKET-TO-MULLION DETAIL WOOD FRAMING(S.G.>=0.55) n CONCRETE CONFORMING TO ACI 301(3,000 PSI MIN.)OR HOLLOW BLOCK CONFORMING TO ASTM 690 FL—16026.1 a STEEL CONFORMING TO ASTM A653,16 GA.,0.060•MIN.THICKNESS(Fy=33,000 PSI,Fu=45,000 PSI) sHEEr 2 OF 2 W V K 1/1!/2p19 ` Florida Building Code Online it Lit BCIS Home Log In .l User Registration t Hot Topics i Submit Surcharge Stats&Facts i Publications Contact Us l BCIS Site Map ' Links Search Florida 333 i,-..`MI Product Approval LfF USER:Public User e Cl Product Approval Menu>Product or Application Search>Application List>Application Detail ^E FL# FL15780-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived c1Tv OilF ZEPR Y R..;-" Product Manufacturer Soft-Lite LLC ,DUR-I IN"i OFF. � 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 Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing, Inc Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan J. King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15780 R8 COI (b) Certificate of Independence.Rd_f Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSAI01/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I,S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Li1.....lhu..n..A...:.i..i...:Li:ni•...rnln.ln� enn .1fi.�anv9noromcu(�G\/YnurtnntRn1 COInFrIIA/R�rPirnnrf=l kRnN�rFU1l1.InC)ahRYr•.nuwRi!In%ado/3d 1Ig 1l17l2019 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/11/2018 Date Validated 06/13/2018 Date Pending FBC Approval 06/18/2018 Date Approved 08/15/2018 Date Revised 11/21/2018 Summary of Products FL# Model,Number or Name Description 15780.1 a. "Imperial LS DH12"Double Hung Extruded PVC Double Hung Window-(X/X Configuration) Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL15780 R8 II (a)Inst 15780.1,pdf i Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,RE,443409 1 Impact Resistant:No Created by Independent Third Party:Yes 1 Design Pressure:N/A Evaluation Reports Other:See INST 15780.1 for Design Pressure Ratings,any FL15780 R8 AE (a) Eval 15780.1.pd� additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars, 15780.2 b. "5400 DH54(G5405)" Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL15780 R8 I (a)Inst-UM2,pd Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.2 for Design Pressure Ratings,any FL15780 R8 AE (a) Eval 15780.2.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15780.3! c, 40"50 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS780 R8 II (a)Inst 15750.3.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 J Evaluation Reports Other:See INST 15780.3 for Design Pressure Ratings,any I FL15780 R8 AE (b) Eval 15780.3.pdf additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. �� 15780.4 !d. "5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL15780 R8 II (a)Inst 15780,4,Rdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,RE,43409 Impact Resistant; No Created by Independent Third Party:Yes Design Pressure: NIA Evaluation Reports j Other:See INST 15780.4 for Design Pressure Ratings,any FL15780 R8 AE (a) Eval 15780.4.p—ff additional use limitations, Installation instructions and product Created by Independent Third Party:Yes I particulars, _ 15780.5 - � e,"5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration') Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL15780 R8 II (a)Inst 15780.5.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 15760.5 for Design Pressure Ratings,any FL15780 R8 AE (b) Eval 15780.5.gdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15780.6 f.Series"Barcelona"Model"DH30I" Extruded PVC Double Hung"Impact"Window,Missile Level"C' (X/X Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No F-15780 R8 II {a)Inst 15780,6.pdf ti��. •/G. ,�.,A . +�h,.:��1:.,. .l r/. ,. A+I kRnHvFWI,In(.)ahAYrnijwDiUo%3d%n3d .213 1/1�/2D19 Florida Building Code Online 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 15780.6 for Design Pressure Ratings,any FL15780 R8 AE (b) Eval 15780.6.0f additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15780.7 I g.Series"Barcelona"Models"DH30I" Extruded PVC Double Hung"Impact"Window,Missile Level"D" &"DH30PI" -(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15780 R8 II (a)Inst 15780.7.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 15780.7 for Design Pressure Ratings,any FL15780 R8 AE (b) Eval 15780.7.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. i 15780.8 Th.tSeriies"Barcelona"Models"DH30I" ,Extruded PVC Double Hung"Impact"Window, High Velocity H30PI" Hurricane Zone-(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS780 R8 II (a)Inst 15780,8.pif 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 15780.8 for Design Pressure Ratings,any FL15780 'R8 AE (b) Eval 15780.8.pd additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15780.9 1.Series"Barcelona"Models"DH30" Extruded PVC Double Hung"Non-Impact"Window-(X/X 8,"DH30P" Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS780 R8 II (b)Inst 15780.9.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 15780.9 for Design Pressure Ratings,any FL15780 R8 AE (h)_Eval 15780.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes articulars. _ contact Us;:2601 Blair Stone Road Bilahassee FL 32399 Phone:850.487-1824 The State of Florida Is an AA/EEO employer.Copyrlght 2007-2013 state of Florida.:;Privacy Statement;:Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-recards request,do not send electronic mall 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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S„please click here. Product Approval Accepts: Gredt Cara Safe R/A `�ttttt " M 0 -Lite ,:1a 5�J, ft N e, a m i�'. �`p1M Bringing quality to light. 10250Ahi&pp Parkway ZO no r rl IIIU y u N-z Streetsboro,Ohio 44243 co m c w t� /� J �p jj,(��7 SEE CHART FOR SEE CHART FOR E 'm a a� B�>�CEL®31 CIP�1 � FRAMESIZES � � FRAME SIZES DOUBLE Hp41i��p'/�1fi/+lry1�d DOD Z� ��11001T1'�11/lrlPAC " / i WZ o �� N Z OZ 1 2 GENERAL NOTES Q / / o 0 w 1. This product has been evaluated and is in compliance with the 61h Edition(2017)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane y Zone"(HVHZ). /� /� 'm 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment o 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 --- —---- z o protected with an impact resistant covering that complies with FBC Sections 1609.1.2& N R301,2.1.2. e s' Model TH30" Model'DH301" F4, For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck mosorry construction. __ H -_ _ $IGN PRESSU w _ =MAX:' "?: 5. Site conditions that deviate from the details of Ws drawing require further :_,:MODEL::._.. MF.RAME`w:` :- :. D.L30; - engineering analysis by a licensed engineer or registered architect. :P ,.. TYPE. = TMENSION,:':; ; `DIMEN§fON PO$RIVE %NEGATIVE "DH30" 36.0"X 72.0" 28.125"x 32,0W G1 +50.0 -50.0 0 TABLEOFCONTENTS z SHEETU I DESCRIPTION "DH30" 40,0"X 63.0" 32.125"x 27.125" G1 +55.0 -55.0 z ° 1 I Typical elevations,design pressures and general notes z Garr:: 9/19/17 2 Horizontal cross sections "DH30" 54.0"X 76.0" 46.25"x 34,00" Gl +35.0 -35.0 scar£ N.T.S. 3 Vertical cross sections m q Buck and flame anchorin DWG.BY: JK g 5 Components "DH30P" 40.0"X63,0" 32.125'x26.625' Gl +55.0 -55.0 CnK BY. LFS 3 6 Brit of materiots and hang detail DMANG"G- e "DH30P" 54.0"X 76.0" 46.25"x 33.125" GI +30.0 -30.0 FL—i 5780.9 0 SHecr i of 6 R:\Olenbs\Soft-Ute Pem anent\A-Florida Product ApP:ovals\FL-15780 Double Hung\C-Drawtngs\FL-15780(2017)-R1\FL-15780.9.dwg,2 r o O u 0 3 N N Z O O a Q 7 �n O n- 'm� x 3Z NW NN .N Imo' _ 0 _ W 0 Inn O 7na 0 O W A N N nwen x. X w� Z 0Do \ pN N m ON A m a � 0 z GoZ w O r W Z R ❑ coo 00 DO N of - m v m y (n N w m y Q no �A a a c r w 0 H ❑ O Z rn D_ _ n D Co m `r1 Z °z Q y V tb to V A O r `1111111111//7j I0 I0 ' G � 1'• Na.43409• '' JUNE 11,2018 Q PRODUCT: Oowmantn Prepared By:i� 7� f' 171 L ndon F. Schmidt �i,�•' �OR.Ow••�•\�� SOFT—UM WINDOWS r ,S,' ........• IN I 5F IN t0 P.E. No. 43409 '4iS�ONA�1 �`� 0 PART OR ASSEMBLY- BUILDING CONSULTANTS. INC. Io x h — 1 8 11 18ADDED FRAME SIZE JK ✓� (P.O. Box 230. Valrico, FL 33595 O1 e v NO DATE BY HORIZONTAL Phone No.: 813.659.9197 REVISIONS CROSS SEC77ONS FSPE CA No. 9813 ®SD17 R.W.BUILDING CONSULTANtS INC.' MOlents\%ft-Ute Permanent%-Florida Product Approvals\FL-15760 Double MungkC-Drawings\FL-15780(2017)-lUkK-15780.9.dwg,3 1-1/4'MIN. 1.1/4"MIN. EMB.(TYP.) EMB.(TYP.j O rn ip tV n Iz .o W t7r M n W Fi W.r o n an o� o �n 3:O EL'to c� 0`" Q OR 22 h �A = T M t7a 1•]/4"MIN. P EMB.(TYP.) � rn (o w w 0 w a v av cn 0 1.46" gSg 7rn�q w M 00 n any FM as O y O N A w W W — o Z I� o w " 1.11�1"M(N. � .• EMB.(TYP.) N M m P � N W Sir < Yr Or am. v , �r 0. y o tNit e W N Z C4 A V p V `11;1t11ltilllf// 1-114"MlN. No.43419 EMB.(TYP.) :*� �0 g JUNE 11,2018 ;'gi y PRODUCT: D—mnts Prepared E'"S IW 2 tD SOFT-LITE WINDOWS Ly P Ed on No.F43�40h9 idt r,,i ��11G111.16�� On p Ov '� PART OR ASSEMBLY: 8U7LOSNG CONSULTANTS. INC. " (� -+ 7 6 17 }8 DE0 F7UUtE SIZE 111K P.O. Box 230. Vclrico. FL 33595 h to v NO DATE RTICAL CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2017 R.W.BwLowa comsULTAwts(tic. \\0•*•'•• '..% I' N 4 FOR WIDTHS GREATER THAN 40 a le! � 0 o;—I_dp cn.. c Z� m q, 11 Ilttl U N o c o v U o Z V a o o Em z m a D: N L o c W TYP. SASH a v °E Na in a a z LL BUCK 2X1. e= BUCK FRAME 3 o 1 ' c W _L o A a �. MEETING —————— ———— MEETING ------ ---- RAIL o 2X BUCK F 3 MASONRY o zd MASONRY OPENING IX BUCK G z W n a OPENING SASH DMASONRY H m G HEAD&JAMBS 1zo c PPP.) a �'• N m �• cc a d 3 BUCK ANCHORING FRAME ANCHORING z 0 a u! CONCRETE ANCHOR NOTES: GI.Concrete anchor locations at the comers may be adjusted to maintain the min. d edge distance to mortar joints. Z Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to o $ maintain the min.edge distance to mortarjoints,additional concrete anchors 3 may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. m m 3.Concrete anchor table: ZZ ZZ a Z s ;..:c:....... ;;`;:`:.;•:.::::;':.:'':;:i:`i>.:`:-:::::•.::;;c_;::::,MTN CLEARANCE MIN:.CLEARANCE m ANGHOR:,;ANCHOR;.,....... 70'MASQNR}! . ;AL)JACENT ; EMeEDMENL; ;`:r o :?:..'::TYPE:i". :;;::SIIE;>;:::.:i:....... ...:.... —.. :.......::.. . z G: :•: 4 :...:•...:•:.............................:..:..:...:...::.::::.:.::.::.:.:...EDGE?;;sir`?{::;;:.:;;::i::4NCHOR ;:;:- ITW DAM 9 e TAPCON0 1/4" 1-1/4" 2" 4" scun N.T.S7 ELCO ® 1/4" 1-1/4" 1" 4" MG.BY. JK m X ULTRACON GHK.Err LFS 3 WOOD SCREW INSTALLATION NOTES: FL—15780.9 a j 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of G� r wood screws to prevent the spritting of wood. N o sr�T 4 OF 6 a R:%Cients%$oft-Ute PermanentW-Rodda Product ApprovalAFL-15780 Double Hung\C-Drawings\R-15780(1017)-R1\R-IS780.9.dwg,S 0.059" A 1 o'C A O 5=1 1 I+-0.41- rf�, A 6' s 1_'eI08b" o Q i -- 121" SAT' i.OS' ' a T go a y N —�{ ", 0.39"--{ ��— I I o '_11 I ' a Ise A OA93" in ao FTT I Tal I.TT'— 1.96"i 2.8T'�i 0.065, u w 0 @ 1 O d N W g v N .f I rn O A I � 2.39" 00 0.27 a 4 P • No.43409 Q JUNE 11,2018 y4 PRODUCT: Documents Propored W.r"�• SOFT=LITE WINDOWS Lyndon P. Schmmt r�r��.`S'•� 0�••Cy++�+ I P.E. No. 43409, 1NA�.tt��y r -i PAT OR ASSEMBLY: t+D��/BUILDING CONSULTANTS, INC. I� m to y 1 6 11 18 ADDED FRAME SIZE JK OOMPONENTS �/�/ P.O. Box 230, ValAco, FL 33595 NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 0 2017 R.W.BUILDING CDNSULTANtS IND. r A BILL OF MATERIALS ...... MATERIAL A IXBUCKSG>=0.42 WOOD B 2X BUCK SG>=0.42 WOOD d ..0— Z C 1/4!'MAX.SHIM SPACE D 1/4!'X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL - co 5>,i a Z' E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO AGI CONCRETE %; "d;; 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 c z F #8 X 7-PPH SMS(I:Y18'MIN—EMBEDMENT) STEEL co t o -zo-4 G I/,f X 2-3/4V HWH ELCO OR ITW CONCRETE SCREW STEEL s e z AD.0 a CL H 1/4'X 2-1 IN'HWH ELCO OR ITW CONCRETE SCREW STEEL 6 c I FRAME* PVC Lu m m 2 HEAD* PVC. 3 WEEP HOLE COVER* PVC Sa 4 SILL ADAPTER* PVC 5 TOP LIFT HANDLE* PVC 6 KEEPER RA%* PVC 7 LOCK RAIL* PVC 8 PLAIN STILE* PVC C, 9 GLAZING BEAD* PVC 10 BOTTOM LIFT RAIL' PVC 11 REINFORCEMENT(6065-T5 ALUM) ALUM. 5/9'GLASS BITE 11T WIDE DBL SIDED GLAZING TAPE 5 TO 12 REINFORCEMENT(6065-T5 ALUM) ALUM. 7/frTHICK 1-3 �REINFORCEMENT(6065-T5 ALUM) ALUM. 1/8"ANNEALED OR TEMPERED GLASS 14 HEAD POCKET INSERT* PVC I; 15 SLOPED INSERT* PVC a off 16 SLOPED SILL! PVC 20 LOCK —————— 21 LOCK KEEPER 25 TILT LATCH AIR SPACE 26 #8 X V PFH TEK STEEL 27 #6X]"PFH TEK STEEL I/8'ANNEALED OR TEMPERED GLASS En 2 WE PACER 2 8 ATHERSTRIP(187-270 TRI-FIN) z 29 BULB SEAL y LA 30 BULB SEAL GI w 31 PIVOT BAR STEEL 32 #7 X 3W PFH TEK STEEL BALANCER BRACKET THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY z EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". z DAM 9/19/17 z N.T.S. Do.BY.. JK m E cm eft LFS DROM NO-' FL—15780.9 .9 SHEET s OF 11s19/26�18 Florida Building Code Online - '..q71 •'u �:.,�;#,r�t HIM s, lam"_ J' :�'_- -`z. '..�_ __ _. .�_.�..w __ -� 1_ '� l'�•�" ^s' �.;.°? ,Via: BCIS Home Log In pi User Registration Hot Topics. Submit Surcharge Stats&Facts j Publications ; "Contact Us ` BCIS Site Map ; Links i Search ' b a: 1; r`4 Product ApprovalUSER:Public User - - •- Product Aoproval Menu>Product or.Application Search>epplicatlon Ltst>Application Detail [ ' �Ir7ip :FL;# FL15768-R5. Application Type Revision Code Version 2017 Application'Status - Approved Comments Archived Product Manufacturer, Soft-Lite LLC . Address/Phone/Email 10250 Philipp Parkway Streetsboro, OH 44241 (330) 528-1136. -PLangan@soft-lite.com CITY 0W ZD'R V :AI�.i�S Authorized Signature Vivian Wright. 1i=.I)II�T:: 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.orArchitect Name who developed the Lyndon F.-Schmidt, RE: Evaluation Report.: Florida License PE-43409 Quality Assurance Entity Farabaugh.Engineering and Testing,Inc Quality Assurance Contract Expiration.Date 12/31/2019 Validated By Ryan 3. King, P.E.. Validation Checklist-Hardcopy Received Certificate of Independence -FL15768 R5 COI (b)Certificate of Independence. Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S:2/A440 2011 ASTM E 1886 2005 ASTM E 1996 2006 ASTM E1300 2004 ASTM E199.6 2009. TAS 201, 202,203 1994 Equivalence of Product Standards. . Certified.By Sections.from the Code https://www.floridabuilding.org/pr/pr 'app_dtl.aspx?param=WGEVXQwtDgt3e1SAlnEOW5%2b4JiAhpQMdhA96jPUdvtPkOM8wC4FU7g%3d%3d' 1/4 11119120.18" Florida Building Code.Online Product Approval Method Method 1 Optlon D Date Submitted" 06/11/2018 Date Validated 06/23/2018 Date Pending FBC Approval 06/26/2018 Date Approved 08/15/2018 . . summary of Products rF:L::# Model;Number or Name • Description 15768.1 a. "CPWL Casement Picture,Window Extruded PVC,Low Profile Fixed Casement Picture Window-(O Low Profile Configuration) Limits of Use Installation:Instructions Approved for use in HVHZ:No FLIS768 R5 II (a)Inst 15768AS pd Approved for-use-outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third,Party:Yes Design Pressure:,N/A. Evaluation Reports -Other:See INST 15768.1 for.Design Pressure Ratings,any FL15768.R5 AE (a) Eval 15768,1.pdf additional use liniitations,Jnstallation instructions and product Created by Independent Third Party:Yes particulars. 15768.2 b. "CPW""Casement Picture Window. Extruded PVC Fixed Casement Picture Window-(O Configuration) Limits-of.Use _ Installation Instructions Approved for use'in HVHZ: No FL15768_R5"II"(a)_Inst 15768.2.pd Approved for use outside HVHZ:"Yes Verified By: Lyndon F. Schmidt, P.E.43409 "Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:,N/A Evaluation Reports Other:.See INST.15768.2 for Design Pressure.Ratings,any FLIS768 R5 AE (a) Eval 1576& p_df additional use limitations, installation instructions and product Created by.Independent Third Party::Yes particulars. 15768.3 c. 'Imperial LS PW12"Picture I Extruded.PVC Fixed Picture Window-(O Configuration) Limits of Use. I Installation Instructions Approved for use in HVHZ: No i.FL15768 R5 II (a),Inst 15769 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 15768.3 for Design Pressure Ratings,any., FL15768 R5 "AE (a)_Eval:15768.3,pd: additional use limitations, Installation instructions and product Created by Independent Third Party:Yes particulars. 15768.4 _ {d. "5400`PW54(135401)" Picture Extruded PVC Fixed Picture-Window-(O Configuration) Window Limits of Use Installation Instructions Approved for use in HVHZ: No" I FL15768 R5 3I (a)-Inst 15768.4pd Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design P.ressure:.N/A. Evaluation Reports .. Other:See INST 15768.4 for.Design Pressure Ratings,any FL15768 R5 AE (a) Eval 15768.4.pd additional use limitations,installation instructions and product Created by Independent Third Party:'Yes particulars. 11 15768.5 l e. "5400 PW54(G5401)" Picture Extruded PVC"Impact",Fixed Picture Window-(O Window "Configuration) Limits of Use. Installation Instructions Approved for use in HVHZ:.Yes FL15768 R5• II (a)Inst 15768.5.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 15768.5 for Design Pressure Ratings,any FL15768 R5 AE" (a)_Eval 15768.5.Wf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars._ 15768.6 f. "5300 PW53(G5301)"Picture Extruded"PVC.Fixed Picture Window-(O Configuration) Window �Liml$S of Use. Installation Instructions Approved for use in HVHZ: No FL15768 R5 II (a)Inst 15768,6".pdf Approved'for"use.outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 https://www.floridabuifding.or9/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3elSAInEOW5%o2b4JiAhpQMdhAy6jPUdvtPkOM8wC4FU7g%3d%3d 2/4 11l19/2018 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 R5 AE (a) Eval 15768.6.pdf additional use limitations; installation instructions and product Created by Independent Third Party: Yes particulars. '15768.7 g."5300 PW53(G5301)" Picture Extruded P.VC"Impact"Fixed Picture.Window-(O Window i Configuration) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLIS768:R5 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 FL15768 R5.AE (b)Eval 15768.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. I _ — 15768.8 h. Series"Barcelona" t"Model PW30I Extruded PVC"ImpacPicture Window.- Missile Level "D"- Includes Wind Zone 4(O Configuration) Limits of Use' Installation Instructions Approved.for use in.HVHZ: No. FL15768 R5 II (b)-Inst"15768.8.pd Approved"for use,outside HVHZ:Yes Verified By: Lyndon F.Schmidt, RE.43409 . Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports.- Other:See INST 15768.8 for Design Pressure Ratings,any FLIS768 R5 AE (b)_Eval:15768.8.pd 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:R5 II (b)-Inst 15768.9.1?d�. 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 R5 AE (b) Eval 15768.9.E additional use,limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. 15768:10 j.Series'.'Barcelona"Model PW30I. I Extruded:PVC`Impact" Picture Window(Geometric Shapes) -Missile Level"D"Includes Wind Zone 4(O Configuration) Limits of:Use Installation Instructions Approved for use-In HVHZ: No FL15768 R5 II" (b)Inst 15768:10.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 15768.10 for Design Pressure Ratings,any FL15768 R5..AE (ti)EVal 15768.Mpdf " additional use limitations,installation instructions and product, Created by Independent Third Party: Yes particulars. 1 1,5768.11 1 k.Series"Barcelona"Model PW30I Extruded PVC"Impact"Picture Window(Geometric Shapes)for- use in.the High Velocity Hurricane Zone(O Configuration) Limits"of Use Installation Instructions Approved.for use in HVHZ:.Yes FL15768 R5" II"(b)"Inst 15768.1-1.pdf Approved for use outside"HVHZ:Yes Verified By: Lyndon F.Schmidt, RE, 43409 Impact Resistant:.Yes Created by Independent Third Party:Yes :Design Pressure::N/A Evaluation Reports Other:See INST 15768.11 for Design Pressure Ratings,any FL15768 R5 AE (b) Eval"15768.11.pdf additional use limitations;installation instructions and,product Created by Independent Third Party:Yes particulars. 15768.121. Series"Barcelona•":Model PW30 Extruded:PVC"Non-Impact"Fixed'Picture Window-(O —� Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:.No FL15768 R5 II (a)Inst 15768.12.pddf: 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 " Eva luation"Reports" Other:See INST 15768.12 for Design Pressure Ratings,any FL15768 R5""AE (a) Eval 15768.12.pdf additional use.limitations,installation instructions and product Created by Independent Third Party:Yes particulars. i I EE ,E: �- Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 hfps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=WGEVXQVvtDgt3elSAInEOW5%2b4JiAhpQMdhAy6jPUdvtPkOM8wC4FU7g%3d%3d 3/4 11/19/20.18 Florida Building Code Online, The State of Florida Is an AA/EEO,employer.Copyright 2007-2013 State of Florida.:: vary 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 mall to this entity.Instead;contact the bffice 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-Chaoter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe https://www.florid6building.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3el,SAlnEOW5°/a2b4JiAhpQMdhAy6jPUdvtPkOM8wC4FU7g%3d°/a3d 414 SEE CHART'FOB ?ttf:a z' er,o J I L�O YV S' FRAMESIZES Bringing c�uatiry.Io Izgkt. �fr��;„n r tt��'`� z am o 10250 Philipp Parkway. • : . - •• ' . . . .. cat N•:Z Streehboro,Ohio A4241 P > $ a o z a ro .9 �w an a:a, BARCELONA .. ,�� \i c° j E 0 Model "PtV30" a N: PICTURE- WINDOW "1V0WWPACT' z z� oz w w o: GENERAL NOTES w a c) .. y 0W:. 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). m. 2. Product anchors shall be as listed and spaced as shown on details..Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When'used in areas requiring wind bome'debris piotecfion,thts product is required to be f protected with an impact resistant coyering that complies with FBC Sections•1609.1,.2& o R301.2.1.2. ur 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck maionry construction. 5. Site conditions that deviate from the'details of this drawing require further i engineering analysis by a licensed engineer or registered architect. MAX.; :, MAX. DESIGN PRESSURE'(PSF) FRAME. D.L.0J GLASS' '..... r < RIMENStON..'. DIMENSION ��E POStRVE 'NEGATIVE o h TABLE OF'CONT00. SHEEN DESCRIPTION +65, , -65.0 Z. y 48 0"X 63 0" 41 56"x 56.56" GI .0 g 1 : Typical elevations,design pressures and general notes DAM 10/08/17 2 Horizontal cross sections 4B.O"X 76.0" 41.56"x b9.56" G1. +50.0 -50.0 sca>F: N,T.S. . 3 Buck and frame anchoring DING.BY. JK m' g 4 Buck and frame anchoring 72.0"X 7iW 65.56"x 65.56" G2 +45,0 45,0 aw.ey; � 3 - 5 Buck and frame anchoring a - -c - 6 Btu of materials, ND- ,components and glaring detail. - 4 FL-7$768.12 a sxsEr I or s � 0 RACients\Solt-Ute Permanent\+•Florida Product Approvals\FL-15768 Fixed\C-Drawings\FL IS768(2017)\FWS768.124w9,2.2 NW NN N—+ �A Z Do oA m n m T Z D �F1 D W Y• �A I� !Q �z N N S •4 op m ap 0 0j� S D oVol 13 m ..4 p W 2 O fl cy D 0� D 0 � D m W fl 2 G� N �� yyyyttpt/p -� �� ""+-�•—.__. * ilk 44 PRODUCT: boaumeotn Prnpa tl 8y;i •. I I SOFT—LITE WINDOWS Lyndon F. Schmidt tN c c P.E. No. 43409 V ? O 1/tttlttylyy S O PART OR ASSEMBLY: G BUILDING CONSULTANTS, INC. N V NO DATE t/l� P.O. Box 230, Valrico, FL 33595 BT HORIZONTAL phone No.: 813.859.9197 REVISIONS CROSS SECTIONS FBPE C.A. No. 9813 �2017 R.W.BUILDING CONSULTANt.INC. 47 14.5'MAX O.C.)TYP.) ITYP.) _ s z 4 `O` d m :\Y GJ oWM >'' •... ...• ' y m \. D .� y a:;•' ;: {-�6'(iYP.) irl/l•lilt \\\ z o d o Z \ E zm a d p +a 9 p`o a mm a:a TYP, 2X BUCK P a v o o 1XBUCK G to BUCK BUCK DIRECTTO H 8 �d MASONRY c� FRAME—'- (TYp,) MASONRY MASONRY y = OPENING OPENING o z � 3 w w n d N O o o �•~ U O �in a cYi vi. •� 0 m BUCK ANCHORING FRAME ANCHORING 48"X 63" MAX DESIGN PRESSURE +65/-6S PSF o En z u � to CONCRETE ANCHOR NOTES. al 1.Concrete anchorlocations at the comers may be adjusted to maintain the min. edge distance to mortar joints. g 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. m n3.Concrete anchor table: w i . 1�11N:Gt ARA.CE:.'MINr GLEAR'A'NCQ o ANCHOR................... ...:..:......::........:.::.::::. JAC . .:.:::..:.::..::..:...................::::...... TOMASgNRY`;:::: :y::TO:A'DJACENi;::: i .. EMBEDMEIYC i::::if i:::::::.::..::;..>`... ::...i:::::.:::..:.:::.:•:::;:: 0 0 c :..::..:..:.:..:.. ..........EDGE.... ITW a 10 08 17 ? TAPCON® Ihr 1-1/4" 2" 4" DAME N.T.S. " ELCO MG.BY. JK m' € ULTRACON® 1/4" 1-1/4" 1" 4" AIK 8r. LFS WOOD SCREW INSTALLATION NOTES: DPAWMG NO.: x c 1.Maintain a minimum 5/8"edge distance,1"end distance,&I"o.c.spacing of Si FL-15768.12 wood screws to prevent the splitting of wood. °n SHEET 3 or 6 z A. 4 41 tYPl z � om � '�•• 'yam �`a,ro �� •. .` •�.. _ 6 JTYP.I f''�i�•-�`••. ....... 124 o m m rrh I lltt\ az0 " t W J m C W D 2X BUCK F \ a ""� m a a TYP. ��111 TX BUCK G :e � �o BUCK DIRECT TO H E 9z MASONRY FRAME (TYP,) z O U MASONRY z MASONRY OPENING 3 '" OPENING W 1 W 0 O Y O a a m En � v BUCK ANCHORING FRAME ANCHORING 48"X 76' z MAX DESIGN PRESSURE +50/-50 PSF g asLn CONCRETE ANCHOR NOTES: GI.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2.Concrete anchor locations noted os MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortarjoints,additional concrete anchors 3 g may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 3 V 3.Concrete anchor table: NttN.;GiEARANG; J 5 ,A..`..,NC.H..O....R...:;:.;.A.:,.:.......C........H.......O.......`.R........ .......E...M..;..,..B.....E...D..M..: E::N::•:T::::. r:.:. ...................R..Y:.'. z.T ...::..:.....:........... ..............x.i......... ..........-.. ...... N IT 11W .g.g;.iM.r:..:T.i.;.NO-:"..:A:A:c:N:p.C:.CE:J:AaH:::ROC.::A:ER.NN,;.;..Ii.>Y.;.!E.;.:•.;s,. oniE ID 1aoz7 a 1/4 1-1/4 2 4 ai0 "o TAPCON sIM- N.T.S. 3 ELCO ® 4" MG.ew JK m g ULTRACON ouc Im LFS '+ WOOD SCREW INSTALLATION NOTES: GwawG No- g 1.Maintain a minimum 5/8"edge distance,P'end distance,&I"o.c.spacing of h FL-1576t3.12 0 wood screws to prevent the splitting of wood. sitar 4 OF 6 � a fy 13s'MAX O.C."P.) e i * I-.<=z I~'`" VIYP z m ') 20"MAX O.C.(TYP.)— ! w., I rrli��ttt o n z o N vvvy v Z o z a m p o a rg g c m oa a\` a W E D "`VVV maa TYP. 2X BUCK IF d 1XBUCK G cw BUCK DIRECT TO MASONRY H FRAME—"" (TYP.) z 0 a MASONRY MASONRY z 3 N OPENING OPENING � J m k f= q m i t U a SUCKANCHORING FRAMEANCHORING e 72"X 72" V) MAX DESIGN PRESSURE_+4S/-45 PSF z o Z8 CONCRETE ANCHOR NOTES: � 1. Concrete anchorlocations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 9 2.Concrete onchoriocations noted as MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors z° $ may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 3. Concrete anchor table: m m w Z r A 'ANGTIORi:;ANCKOR _.,.:EARAN....�;.:MtN:GiEARANe$ a 0 TOMASONRy TOADJACEN ,: m TS'PE SIZE EM D l:NT :'•' . i/ ...... ........T Tta"......� [TW e 4" z a 5 TAPCON tutti:l0 08 17 i ELCO score N.T.S. g ULTRACON® 1/4' 1-1/4" 1" 4" JK m WOOD SCREW INSTALLATION NOTES: croc LFS ORl.WMC NOS K� 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of � a wood screws to prevent the splitting of wood. FL-15768,12 0 it `SlIfET Jr OF 6 BILL OF MATERIALS MANRLAL Z. A IX BUCK SG>=0.42 WOOD WOOD =Z B 2)(BUCKSG>=0.42 e, )-i— C I/,V MAX.SHIM SPACE 5/8"GLASS BITE 2400 SAS(DOW) z :-o— D INX 2-3/4'PFH ELCO OR ITIN CONCRETE SCREW STEEL MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 7/87 THICK GLASS E CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 0 0 0 F #8-15 X 2-1/7'TIZUSS HEAD SMS(1-319'MIN.EMBEDMENT) STEEL 1/8'ANNEALED r) z a N G 114'X 3-1/4'HWH ELCO OR ITW CONCRETE SCREW STEEL :9 0 xzo-� .0.0 H 1N X 2-3/4HWH ELCO OR ITW CONCRETE SCREW STEEL AIR SPACE yo) 6 cw I FRAME* PVC u: m a:a, 3 CHANNEL COVER* PVC 'o 9 GLAZING BEAD* PVC 1/9 ANNEALED 0 z V C Li THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY INTERCEPT STEEL SPACER EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS-. 3: c4 Id 5 8!'GLASS BITE a I/7'GLAZING TAPE 7/8"THICK GLASS 5i 4.288" Fl= 5/32'ANNEALED m F1AIR SPACE V) 5/32'ANNEALED z 0 C3ry 0 tn !2 De 1.21 e FOAM SUPER SPACER ° " a 0.92N' 3 G2 GLAZING DETAIL 0.066, 93 0 u 0 ao U w 3.25' CHANNEL COVER z 0 a FRAME 1-0-\GLAZING BEAD z f we 10/08/17 z smL- N.T.S. On.BY.- JK m CNIL ur: LFS o DRAWING NO.: t, FL—15768.12 SHEET 1 ~?019 Florida Building Code Online 1p Al I BCIS Home j Log In ! User Registration j Hot Topics ? Submit Surcharge Stats&Facts Publications i Contact Us BCIS Site Map Links j search orProduct Approval (PUSER:Public User - Product ARnroval Menu>Product or AQplicatlon Search>6p_licatlon List>Application Detail FL# FL13241-R3 x Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. REMW DATE; Address/Phone/Email 1900 SW 44th Avenue CITY tYlf ZEF��34AILL Ocala,FL 34474 (352)368-6922 Ext 291 IM`-DINC OFFICIAL jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative ]ay Lathrop Address/Phone/Emall 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc i Quality Assurance Representative Arturo Morteverde Address/Phone/Email 1900 SW A4th Ave Ocala, FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies 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 Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc, Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL13241 R3 COI Eva,Renort496C•p� Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 PA TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code ._..__..•._._.-n__:_._{_.,u..,.__. ___i__.__ ___ �.{ ___...+_______...'.r..v�..+r._..r.{.n�_.nnnrn ni.v n�_nn_..{._{�.{_{_rr+�rnn_anr{��a nnnnoi o.+or�a ein 1(312019 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/02/2017 Date Approved 12/12/2017 Summary of Products Model,Number or Name Description 13241.1 SGD-8900 PVC Sliding Glass Door. SGD-8900,Sliding Glass Door, 16080,OXXO, Non-Impact. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13241 R3 II CWS-496C.pd Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:+N/A/-N/A i Evaluation Reports Other:See Installation Detail for DP and Max.Sizes,OXXO, I FL13241 R3 AE EvalReport496C.pdf OXO, OX,&XO,Glass complies to ASTM E1300-04. I Created by Independent Third Party: Yes O 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.::Priv Statement::Accessibility.Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity,Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: a- 9 9 Credit Card Safe a .,....1 -1 - .,.... Afi........o.. ..,..,—..,na=vvn..hn,..,ovat, .naaGnono%�hoZ�n.,{Jn17fNnFRA{iQRa{{P{{CFo/9fl9(1o/�rto/�rl 9!9 GENERAL NOTE& SLIDING GLASS DOOR- NON-IMPACT (LOMM 1,THE PRODUCT SHOWN kfEREIN IS DESIGNED AND MANUFACTURED msffl TO COMPLY Wff"THE FLORIDA BUILDING CODE(FBC),CURRENT %VINDOW SYSMS EDITION AND Is RATED FOR USE IN THE HIGH VELOCITY HURRICANE 190D SW 44TH AVE. ZONE OiVM, OCALA,FLORIDA 34474 WWW'CWS'CC 2.GLAZING OPTIONS.(SE5 SHEET 2) 19D-12 MAX OVERALL WIDTH 3,APPROVED CONFI[GURATIONS INCLUDE BUT ARE NOT LIMITED TO: 8900 PVC SLIDING 49 W- MAX- /Ol• or loxcr IOXXOI GLASS DOOR 41 4.DESIGN PRESSURE RATMG(SEE SHEET 2y PANELWIDTH A GLASS DLO' -NEGATIVE DESIGN LOADS BASED 014,TESTED PRESSURE AND NON-IMPACT GLASS TABLES ASTM F-11300-0401109, -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES -Z 3: 4 z U)LU ASTM E-130"4a(11109. P awo �t C3 95 z .d'Z3 'r-K�! LU Z MAX 5.ANCHORAGE THE 33 1/3%.STRESS INCREASE HAS NOT BEEN USED ;7C co 0 it 3:Ei OVERALL IA tL J�W ___ 4 HEIGHT B IN THE DESIGN OF THIS PRODUCT,SEE SHEET 7 FOR ANCHOR Z ZjEm WUJOO I B DETAILS, WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0 0(j<mJ.-0: 0 x x 0 85, ANCHOR CALCULATIONS, 0 0(n�-z Il-�-co'L a z Z;=9-3 1-5(0 z Oz 5(6z:2'z;VAX DLO6,NOT APPROVED FOR WRACT RESISTANCE.IMPACT PRCrrECTIVE LL Z 0 0 EL z PANEL, SYSTEM IS REQUIRED IN WIND BONNE DEBRIS REGION, 3r 0 0 HEfGfiT LZ 71 ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS C3 >..-.,�:9 0 20 w co w ARE FULLY WELDED, 2 z S2 w jot- CL TU 0 L a. CL S.SERIES/MODEL DESIGNATION SGD-8900. 0 W LU ix m 3:w ur A IL CL CC CL 9,THE DESIGNATIONXAND 0 STAND FOR THE FOLLOWING- X=OPERABLE SASH,0=FIXED SASH �1 ORE W —1451/8 MAX.OVERALL WIDTH 10,SECTION CALLOUTS APPLY To ALL CONFIGURATIONS IN A SIMILAR N. GI I r MAX OVERALL WIDTH 41 IM 48 MAX �: No 58201 PANEL WIDTH MAX.X 11.WEEP SLOTS 1/,r x 11-1/4"LOCATED 3"FROM BOTH ENDS. GLASS DLO PANEL WIDTH GLASS DLO Z-ut �13% STATE or 0 V,- p 4.0 R 1*0......... 95 itr MAX 951 Lucas . OVERALL C MAX Turner HEIGHT OVERALL 2017-08-30 MAX. 0 x 22f X. 0 C HE GHT D D 17:12+20:00 Z. PANEL I HEfC4ff 857/A /to- 8/28/2017 GLASS MAX GLASS DLO PANEL OLD LUCAS A.TURNER,P.E., HEIGHT FL PE#58201 1239 JABARA AVE. LL I t—1 NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.-1 MAX. PAWL SIZE DESIGN PRESSURE RATING ImpAcT RA-nNG DRAWN BY: DATE: GLAZING DETAILS&DIP CHART.....2 ADE 10/30/09 SECTIONVJEWS---.-.--,--34 SEE COMPARATME ANALYSIS DWG X REV.: BOM& 48-5/r x 93w NONE ANCHOR SCHEDULE&NOTES-__6 CHART,SHEET 2 1 CWS-496 C iNSTALLATICH MAX,OF FOUR(4)PANELS IS ALLOWED AS LONG AS INDIVIDUAL PANELS 00 NOT EXCEED PANEL SIZE AS SHCWM. rc-ICE—. SHEET 1,40 Width 59.5 71.5 84 95.5 91 109 126 145 118 142 168 190 Panel Size 30.625 36.625 42.875 48.625 30.625 36.625 42.25 48.625 30.625 36.625 42.625 48.625 Unit Configuration OXXO oxxo 0"o OKXO OXO OX0 OX0 OX0 0) (0 0)00 0) (0 0)00 O19C0A0L SkW44A3 FLORIDA F- 4474 Height Glass Type www.Cws'CC 80 A -90/+60 -90/+60 -82.2/+60 -721+60 -901+60 -90/+60 -82.2/+60 -721+60 -90/+60 -90/+60 -82.2/+60 -72/+60__, �84 A -90/+60 -87.3/+60 -78.4/+60 -68.51+60 -90/+60 -87.3/+60 -78.4/+60 -68.5/+60 -90/+60 -87.3/+60 -78.4/+60 -68.5/+60 8900 PVC SLIDING go A -90/+60 .-80/+60 -71.6/+60 -641+60 -90/+60 -80/+60 -71.6/+60 -64/+60 -90/+60 -80/+60 -71.6/+60 -64/+60 GLASS DOOR 9 96 A 85.31+60 -73.8/+60 65.81+60 +fmi-so -85,3/+rn -73.8/+60 -65.8/+60 +60/-60 -85.3/+r-n -73.81+60 -6-5.8/+60 +60I-60 NON-IMPACT 6 - . - Z 3: i- 0w0 �wac Z W-J(3 w Z0Z Z Z=m<ww-10 SF--O <x X U)1--cj Z D'F- V OVERALL Z ozowz=0z; <5:ow-=o-Z 3116'TEMPERED 9 w 2g Uj 0�0;sw-w 511Y AIRSPACE Rw X-jet; c ME R IL ZY, 0.2G —3116`TEMPERED � 3w IL IL SIKAFLEX 562 OR 13 PURFECTGLAZE"W ...... No 58201 13116'GLASS GrrE STAT FE OF ! rn -.4 0 p I I�N NA'- 8128/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 342$8 5 n PH.941-380-1574 SHEET DESCRIPTIOW. MAX. COMPARATIVE ANALYSIS SILL FUSER POSITIVE DP AND GLAZING DETAIL *NONE 60 EYPAWN BY. DATE QASSTYPEA 1737 60 AIDE 10130/09 INSTALLATION WITH NO SILL FUSER DWG#. w57— ALLOWED ONLY WHERE WATER CWS496 c f4OTr-- fF SIZE WENSED IS NOT SHOW04 USE NEXT LARGER INFILTRATION RESISTANCE IS NOT EET REQUIRED. 2OF 1900 SW 44TH AVE o a CZ3 www.cwszc 34474 It ❑ ! d a 8900 PVC SUDING ❑ 0= GLASS DOOR ENON4MPACT u n 4 z 3: gzi z ova 42�o'- 9 X ILI 0 ,.0 z0 LIB EL Pw 3:: ' Z z iE:OE tu 0 0 o SECTION VIEW B B z 0z g<0 CF,: Z ry 00 uj (0aw w 9 ul- Ft CL OX W> mw D. ac 4 No 58201 2' Jmz STAT E OF -13 OR 8/28/2017 LUCAS A.TURNER,P.E. 67 4 FL PE#58M 1239 AVF_ 0 NORTH JABARA PORT,FL 34268 PH.941-3W1574, MAX. SILL RISER POSITIVE DP SECTION VIEWS *NONE 60 OXX0 IUD 1737 60 Dmwfi BY. DATE. ADE 10130109 `INSTALLATION WITH NO SILL RISER DwGr REV-' SECTION VIEW A-A ALLOWED ONLY WHERE WATER CWS496 c INFILTRATION RESISTANCE 15 NOT REQUIRED. �E: SHEET 1267 30F7 WINF30U!SYSTEFIS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.Cws.Cc _ T 8900 PVC SLIDING GLASS DOOR i i p NON-IMPACT ❑F = ❑ 0 6 l owo aZa Z QWI-rOZO 0 QCn }00=�m Q Z ZW�QJW"d to z f-ma o z�� u oo an a OZIry0W as WoW-poIx-O-Z 18 30 2 9 99 of LLW;ow�w SECTION VIEW C-C a x LL a p-u� - Wf w BE Wwrn D_ a D TG' 1 23 7 v. !\N- 58201 dO CJJ'J 0% STATE OF El En O N A �N,�� 0o a t� a IL JI �_ o�❑ 8/28/2017 Qa an LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 6 19 NORTH PORT,FL 34288 SECTIOi'8 VfEW MD PH,941-380-1574 SHEET DESCRIPTION: SECTION VIEWS OXO&OX DRAWNBY. DATE; ADE 10/30/09 DWG#; REV.; CWS496 C NOTE:VERMAL SECMN SfU AR FOR ALL COfitFRAFR'ATUMS,SEE SHEIET 3 scuE: SHEET 1:2.63 4 OF 7 PARTS LIST ITEM PART NO.DESCRIPTION VENDOR MATERIAL 314- _r FRAME CONSTRUCTION 1 H-6042 FRAME,MAIN,SOL) MIKRON PVC 2 S-6040 THRESHOLD/FILLER, SGD MIKRON P0v_C 3 5-6038 SUPPORTBLOCK,FIXED,SGD MIKRON PVC 4 H-6032 PANEL TOP]BOTTOM RAIL, SGD 1900 SIN 44TH AVE. MIKRON PVC I Tiall OCALA,FLORIDA 34474 5 H-6032 PANEL SIDE RAIL,SGD —MIKRON - PVC NIT VVWW,CWS= 6 H-6033 PANEL,INTERLOCK,FIXED MIKRON PVC 7 H-604 PANEL,INTERLOCK,OPERABLE MIKRONSNAP-ON, PVC oss k 8 H-6035 INTERLOCK,SNAP-ON, MIKRON PVC PVC OUTIER FRAME PVCWRVSUPMRT 8900 PVC SLIDING 9 H-6043 ASTRAGAL,SGD, --MIKRON PVC H-6042 "m 10 P-3142 ROLLER,TANDEM(SGD,PLATED STEEL) FRAME CORNER GLASS DOOR 11 P-3342 'SEAM SEALER,SM-65D4 718-- S. 12 P-3352 SETTING BLOCK,86DUR.l/8"X718-X_F_ 1 7W— SCREWED TOGETHER NON-IMPACT RUBBER 110 13 P-IM SIKAFLEX 552 OR PURFECT GLAZE-H" ISIKAtHENKEL 07 __06 z 4 14 P-3492 < 0270 X.187.BACK FINSEAL,GRAY VENT CONSTRUCTION cl C) 15 P-3539 #8 X 314'QUAD PHILIPS,TEK ZINC z W-Jo <rzw _p 7--L�D #10 x 2,HE>HEAD,TEK I zoz w__ 16 -3557 K ZINC Lu 17 P-3762 CAP PLUG,1WHOLE 3 9ff6l 3 9116* 3 LL F-w zj3�=,y NYLON e* Z Z3:M<X 0 18 P3767 #10XI"HEX WASHER HEAD,TEK ZINC 0 o1--o(j<Tp-x 19 P3789 LOCK&HANDLE KIT,PVC,SGD STEEL Q 0 0)1z a-P a)a. — n _G9 :)c* 20 P-3792 TTF—KEEPER STEEL Ll ice, z 00=1-z f._a--S - m 21 1 P-3793 IMORTISE LOCK STEEL I-z[L o a z o o ILZ 0 22 1 P4136 1#10 x 2,PAN HEAD PHIL,SMS t z,6 23 S-1590 REINFORCEMENT,PVC SGD,PANEL KEYMARK ALUM PVC PANEL INTERLOCK PVC PANEL INTERLOCK PVC PANEL LOCKSTILE 00 )_=,3rg2 H-6ou VENTS FULLY WELDED LL (0 0 tu co w 24 S-1591 REINFORCEMENT,ALUMINUM,SGD,PAN E_ KEYMARK ALUM H_6m H-6= R R-JE2�- 25 S-1618 FIXED PANEL COVER KEYMARK ALUM1�0 D_ 0 a.0.5,0 0 w lm- x w COVER,FD(EOPANEL CLIP KEYMARK ALUM ix = DL IC 3:w 26 S-1597CL #-- cc w IL 27 5-1655 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 2 1/8' 28 S-1726 REINFORCEMENT,ASTRAGAL,SGO� KEYMARK ALUM 1,8, 0-0 7/16-—--i 29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM T_ .050 30 S-6037 GLAZING BEAD 1.00',SGD MIKRON I PVC /16!' 41 8 31 S-6041 TRACK,SCREEN,SGD MIKRON 1116" S-6046 SUPPORTWEI-D,SGD MIKRON PEVC Na 58231 '.'A 33 1 tl GLASS SEE SHEET 2 REINFORCEMENT ROLLER TRACK PVC GLAZING BEAD REINFORCEMENT 5-1655 5.6037 fxz �13% STA-re OF 4U Z 0 4V ........... 2 Iflir— I A2 % D (J 1/8" O d --�8 111t1 7" 3 31W 4 3/9' 31116, 2 sler 2 V 116r 8/28/2017 lf16" LUCAS A.TURNER,P.E. 1116, ff FL PE#66201 1239 JABARA AVE. NORTH PORT,FL 34288 ASTRAGAL FIXED PNL CLIP FrAED PUL COVER PVC INTERLOCK SNAP HIGHRISE PH,941-380-1574 "043 REWFORCEMENT S4610 S-1597 H-ms S-1737 SHEET DESCRIPTION: S-1726 sw 1/8- 23118" BO M AND EXTRUSIONS 9116, 111161 - 2 DRAWN BY: PATE. 1114* 16 3 t ADE 10/30/09 —1116* 1/ , DWGff.l wrv_7 PVCSCRE.ENTRACK I CWS496 c -- NOTE:ALL EXMUSIONS ARE ALUIltMM 6063-T6 UNLESS GTHEMfSE NOTED PVC FOXED PANEL LIFT PVC TRACK FILLER $CALF- SHEET S-041 S-6m S-6040 5OF7 lT MAX.O.C.(TYP.) T MAX(TYP:) ��➢ VVt f/ MAX, - - 5EE NOTE 2 OCA A,FLORIDAAVE YP•� �"�P•) OCALA, LORF 34474 WWW.CWs.CC 8900 PVC SLIDING GLASS DOOR INSTALLATION NON4MPACT 18' ANCHOR(TYP,) MAX:O.C. Q Z 3: a Z 3: MR) I- owO Qwouai Z V82 a'�ZF /�, I-1U Z I.-3:.g x �/ OZ O Or0¢Qwp0, O a �Za T-(na ' o ZO�� a:-owF F�- <zw-mo- } w o��u�ia1}'il�lu a ?Ta �O rn O w & a xx� Q 3: a �'7a ��10RE41�rr4 ANCHOR LAVOUT-(FLANGEI v:• No 58201grz , STATE OF :41, NOTES: ri�rirpiSfONA'-, A;E -%% 1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REG AT EACH INSTALLATION ANCHOR USMG—LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4",USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT,LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.,WOOD SHIMSARE NOT ALLOWED, 3,ANCHOR TYPE,SIZE;SPACING AND EMBEDMENT SHALL.BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7, 8/28/2017 4.ALL INSTALLATION ANCHORS MUST BE MADE OF ORPRE3TECTED WITH A,CORROSIONRESISTANT MATERfAL OR COATING.DISSIMILAR METALS OR MATERLAlS INCONTACT WITH PRESSURE TREATED WOOD MUST lUCAS A.TURNER,P.E. FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5,INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MAN'UFACTURERS INSTALLATION INSTRUCTIONS.AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 7. PH.941-3804574 6,ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE SHEET DESCRIPT ON: OPTIONAL. ANCHOR SCHEDULE AND 7.A MINIMUM CENTER-TO•CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL.FASTENERS.2-711G FOR MASONRY,;"FOR FIXED PANEL CLIPS( LL.SUBSTRATES),I-FOR WOOD AND METAL.. NOTESDRAWN BY: GATE 8.WOOD OR 144M tY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCf{bTECT OR ENGINEER OF RECORD ARID INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 10/30/09 SU13STPATES SHALL MEET THE MINIMUM STRENGTH REOU(REMENTS ASS SHOWRL fN TASL EI,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DW W., —REV- 9.SEALING AND FLASHING STRATEGIES FOR OVA WATER RESISvTAR M OF 114ISTALLATION SHALL BE DOME BY OTHERS FOLLOWING THE CURREUT VERSM OF THE REFERENCE DOCWAENTS: GWS496 C, FMWAAMA10EF$FtRDWINDOWS),FMAYAAM!A2LIfILFiA=Et fNDOWn FGIAJGMVA25dQ305tPF T=OWS),FWAAMOSDMA WOPffERM DOORS) SHEET 1.25 6 OF 7 TYPrCAL HEADANCHORAGE MIN.EMBEI)MENT SEE TABLE 1 2 7/16" Dr4[TD.EDGE DISC, 1!4' MAXSHFtie,9 " SEETABLEI ICJTERIOR SYSTEMS 1900 SW 44TH AVE. SUBSTRATE BY OTHERS OCALA,FLORIDA 34474 SEE TABLE 1 Dt L EAlSESMENT --Q MIN.EDGE DIST. W W W'CWs'cC SEE TABLE 1 °� SEE TABLE 1 8900 PVC SLIDING QQQ �0 aq E ❑ . . GLASS DOOR PERIMETER SEALANT 1r4'MAXSH[N0 INSTALLATION ANCHOR 2 7116' ®d BY INSTALLER SEE TABLE 1 NON-IMPACT INSIDE AND OUT y _ z ¢z� INSTALLATION ANCHOR INTERIOR �❑ F w J o Co D'LU z 0 w zOz -- SEE TABLE I o q L ' I__W Z F_3 g 2 an 0 0E-pQ¢6w00 a UdJr Va-HyC z° po5Zz7v`n PERIMETER SEALANT BY INSTALLER a z V(6z o'G} 1=—w2o z INSIDE AND OUT a?�o w f-F O— uf SUBSTRATE BY OTHERS V)O—z PERIMETER SEALANT fI 07/16"— SEE TABLE 1 ix o QoWviwV n L B HORIZONTAL SECTION to w OBYINSTALLERNSIDE AND OUT d V � C 7 TYPICAL JAMB ANCHORAGE w O O _DO NOT COVERa n aWEEP HOLES fAN.EMBEDMENTSUBSTRATE BY OTHERS SEE TABLE 1 `,,, ANDREWSEETABLEI 5 . ...INSTALLATION ANCHOR SEAlANF UNDER SCREWSEE TABLE 1 �: No58201 ;-HEAD BY INSTALLER MCI1-EJJGE DF3T. TWO ANCHORS PER 114" SEE TABLE 1 FIXED CLIP THROUGH r_ t VERT(CALSECT(ON PRE-DRILLED HOLES 1 9l16• �:, s7A1e of :�W 7 TYPICAL SILL ANCHORAGE 'Dv.N�.�� Q 21/16" TABLE 1s APPFWVEFD INSTALLATION F� l� WESTRATETO'S TYPE UW EMBOMENT MIN,EDGEDIS6 COWRETE(2.D Kv GI m') 3(16'RW4/TAPCON 1' 3" � ❑ Z CONCRETE 9,85 KSf Mft� 3/16'ELC'O ULTRACON 1-W' 1• MAX O.C. HOLLOW OR GROUPFIL�ILED CPu U(ASTIWF C-01 3r18'ELCO ULTRACOAI 1 1rN 1" �P-) �a 3" 8/zs/zo 17 U16'OW TAPCON OR FIXED PANEL CLIP LUCAS A.TURNER,P.E. 2XMIN,SPit£ICE PINE FtFZ(G=0 42) ELF�. t 3Y8* 7!P! NOTE-CLIP ANCHORS FL PE#58201 2XMIN,SPRUCE-PIRFsF162;(,G-6d2) 10 WOOD SCREW 1-318" 7w MUST BE LOCATED o� 1230 JABARA AVE. 16 GAUGE(Meld')&rtle9 D-16 HILTI KWIF<-FLSXOR P WX FULL 7HREAD A MINIMUM DISTANCE NORTH PORT,FL$4288 STEEI.STUD(33 W YIELD MM SELF-DRJUNG sCFF� THIw o dw 1rz OF 3"FROM ANY � PH.941-380-1574 MAIN FRAME ANCHOR. o.II SHEET DESCRIPTION: 1/S'ALUM-(6kJS3-T5 MItII'i.)6R D GIYAIIE 5 SELF TAP1s1C1>S9 r FSJLA..T6f6wEAD 1�, Ire'STEEL(33(131 M1 I DRTLLm SCREW TKW 0.125' INSTALLATION DETAILS FDED PANED.CLIP ANCHORS fs;9RO CONCRETE(Z.a FLSI(ate'')OR:HOLLOW OR M(r nW TAPCON g" � SUBSTRATE BY OTHERS DRAWNsY: DATE: GRO1F1'-FLLED OW 117 PCF MML FIXED PANEL CLIP DETAIL SEE TABLE 1 ADE 10/30/09 FIXED PANEL CLP ANCH09M UM C HORIZONTAL SECTION DwG u: REv": CONCRETE(Z W KS9 MU)(OR 9 I4LLOW OR 16'ELW ULTRACON &�4 2-A(Z" 7 HORIZONTAL PANEL ANCHORAGE CW S 496 C GROOR-F(LLED CIUU(ASTt09 SCALE; SHEET NOTE FIXED PANEL CLIP ANCHORS INTO WOW OR METAL SF9ALL FOLLOW THE MCIfOR TYPE,ON.EAMMWENTAND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.5 7 OF 7 HOME PERFORMANCE ALLIANCE,INC. titter + State Certified General Contractor License PetershurgH CGC1SosB26&COC12580 17 L 33716 178o 102nd Avenue,Suite 500,St. ,f . f �►. ,.; Office:(800)472.5449•Fax(127)538-0217 •. . `' www.hpawindows.com•Email:Help@HPAwindows.cam G V CUSTOM REMODELING A GREEMENT Dateof oninct Buyathil Harnett) ' EI�1G 3 L(kl� I 16 1k . Buye$slStreet rest,City,Stme,and Cede 3j5y Z 3 S1G't) , ZEP ILLS �L Buyctlil Main Phon 0 0.fAOfier Phone Burer(slworkPhane Buyct(s)Alternate Phone -Z0 •V ?o - Vml Buycrls)EmaO Q•vLf i��5afU a�f►z 3� rulv�., - C Sales Rep Phane satesite N 6LSS^2�1— 1.G3G �J Windows and General Description of Work: Home Perform nce Alliance, Inc. (HPA) will furnish and install: ^(�_. --sliding glass doors andntry doors,which arc further described In the Specification Sheet attached hereto as Exhibit A"and initialed by the parties.HPA will remove and dispose of all debris from jab site.Price below includes building permits and warranty. The above work will be completed in accordance with the terms,conditions,and specifications herein;with payment to be made in accordance with the following payment schedule:❑CASH CONTRACT OTHIRD PARTY FINANCE CONTRACT. PROJECT PRICE: INITIAL DOWN PAYMENT: eALANCEDUE• ADDiTIONALDOWN PAYMENT DUE UPON DELIVERY OFMATERIALS: SOPS BALANCE DUE UPON SUBSTANTIAL COMPLETION:' Z 3 t BALANCE TO BE FINANCED BY THIRD PARTY." *BALANCE DUE UPON INSTALLATION OF WINDOWS AND DOORS,NOT AFTER THE FINAL INSPECTION. Customer understands and agrees there may be items to be finished after the final inspection,such as Plugs &Trim Covers. **On finance Jobs,all finance terms are contained In separate paperwork between you and your finance company.HPA is neither a broker noralender. � I �SO e `,,� Additional comments: . 1l 565 .])&UA/ A/91. M � PM1) _ S s0 i 3AA err+ 2 s -Z"' D�'� 6D All work will be completed in a professional,workmanlike manner meeting or exceedin t-ndard industry practices.Any alteration or deviation. from the above scope of work involving extra costs will be set forth in a change order agreement between HPA and you.Unless otherwise specified,all labor carries a one year limited workmanship warranty. Buyer's Right to Cancel:This is a home solicitation sale,and if you do not want the goods or services,you may cancel this agreement by providing written notice to the seller in person,by telegram,or by mall.This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement.If you cancel this agreement, the seller may not keep all or part of any cash down payment.Notes:Telephonic communications do not constitute valid notice of cancellation underthis contract.Saturday is a business dayfor the purposes of this contract 1 HAVE READ AND UNDERSTAND ALL PAGES OF THIS CONTRACT AND ALL DOCUMENTS REFERENCED HEREIN.I ACCEPT THIS CONTRACT AS OF THE DATE WRITTEN ABOVE AND 1 HAVE BEEN ORALLY INFORMED OF MY RIGHTTO CANCELTHISTRANSACTION. Respectfully submitted, HOME PERFORMANCE ALLIANCE,INC. 1 IVA d iIf0d9dV = Print Name uu• oatc BUYER(S) �! I:ytYi �7• I6yJ SDI't `` 1I1611Ct Print Name S grrytum ' ate Ll Is d �9 I bark so �L Print Nam - Siguatute ne YOU,THE BUYER,MAY CANCEL THiS TRANSACTION AT ANY TIME PRIOR O MIDNIGHT OF THE THiRD BUSINESS DAY AFTER l DATE OF THIS TRANSACTION.SEETHE ACCOMPANYING NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIG onuerots Scanned with CamScanner rioiiiun City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: I Date Received: Site: Permit Type: Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. LA i wiz r—Pl Examiner b69 Contractor and/or Homeowner (Required when comments are present) ustomer Number PO Required Date Quoted By 707347 ERIC GILBERTSON 1/23/2019 davism Line Qty Description 90.1 1 BCN Multilite Window 36 x 67.25 Comment/Room: Unit 1:Viewed from Inside MBATH .1 Unit 1:Sill Type=SLOPED Unit 2:Viewed from Inside Base Color=Soft-Lite White 4S1 I Unit 1:Full Flex Screen Bettervue Unit 1:Sill Expander=Y Unit 2:Bent Sill Trim=Y Unit 2:Bent Sill Trim Quantity=2 Unit 2:Florida Flange=Y Lock Type=Standard 15'7C_)U19 Lock Color=Soft-Lite White Unit 1:Foam Fill=Spray Foam A— Unit 1:Install Note=Yes Unit 1: 14-15 LF.&CAVWUIU.es,'�O� Unit 1:Reinforced Sash=Y te�iu4lvcmo S_ix Unit 1:Double Locks=Y 0.26 99 Unit 2:Install Note=Yes CR Unit 2: 14-15 0.5 54 Unit I Lower,I Upper:Glass Package=Solar Lowe&Argon Unit I Lower,I Upper:Lowe=Solar Control SB70 Unit I Lower, I Upper:Tempered=Yes Unit I Lower,I Upper:Standard Obscure Unit I Lower,I Upper:Argon Gas Unit I Lower,I Upper:Stainless Intercept Unit I Lower, I Upper:Double Strength Unit 2:Glass Package=Solar Lowe&Argon Unit 2:Lowe=Solar Control SB70 Unit 2:Tempered=Yes Unit 2:Standard Obscure Unit 2:Argon Gas Unit 2:Super Spacer Unit 2:Double Strength Mull Type=JSM Horizontal Factory I"thick,3 6"length Wrap=G CITY()ir Z Epil LS RLIF, 11 A OIL' Page 7 of 8 Bid Dated: 1/23/2019 8:28 AM e Customer Number PO Required Date ' Quoted By 707347 ERIC GILBERTSON 1/23/2019 davism Line Qty Description 20-1 1 BCN Double Hung Double Hung 35.5 x 74.5 Comment/Room: Viewed from Inside BED I Sill Type=SLOPED Base Color=Soft-Lite White ✓} ' l ,� Full Flex Screen Betterwe Sill Expander=Y Lock Type=Standard Lock Color=Soft-Lite White Foam Fill=Spray Foam LF Install Note=Yes 3 Reinforced Sash=Y �s s Double Locks=Y Glass Package=Solar Lowe&Argon Clear=Yes N 674 lu St Lowe=Solar Control SB70 -xF U- ArCTOR- '. S.. — —r ---FTGC Argon Gas ," 0:3' 0.19 Stainless Intercept ' _VT 'CR Double Strength 0.45 57 Wrap=G Line Qty Description 30-1 1 BCN Double Hung Double Hung 25 x 48.75 Comment/Room: Viewed from Inside BATH Sill Type=SLOPED {--J ' Base Color=Soft-Cite White ��✓✓ ' lj r Full Flex Screen Bettervue t Sill Expander=Y m Lock Type=Standard Lock Color=Soft-Lite White Foam Fill=Spray Foam Install Note=Yes 4 to Reinforced Sash=Y 25" ___ Double Locks=Y — RO.26.26" —i Glass Package=Solar Lowe&Argon Lowe=Solar Control SB70 7VFRC�T�d1 S Tempered=Yes (� U=FACTR® _SHGC Standard Obscure 0.3� 0.19_ f Argon Gas VT_ CR Stainless Intercept 0.45 57 Double Strength Wrap=G CITY(Yf t Page 2 of 8 Bid Dated: 1/23/2019 8:28 AM ustomer Number PO Required Date Quoted By 707347 ERIC GILBERTSON 1/23/2019 davism Line Qty Description 80-1 I BCN Double Hung Double Hung 35.5 x 74.5 Comment/Room: Viewed from Inside MASTER Sill Type=SLOPED n Base Color r en Bette White FuII Flex Screen Betterwe x Sill Expander=Y t, Lock Type=Standard Lock Color=Soft-Lite White � r Foam Fill=Spray Foam LJ Install Note=Yes 10 Reinforced Sash=Y s. Double Locks=Y — qo• 5 s -- Glass Package=Solar Lowe&Argon Clear=Yes NFRC'Uaches ? Lowe=Solar Control SB70 9 _- Argon Gas •�U='FACjTt3R• SFtCC g f� 03 019 Stainless Intercept ,—VT— CR Double Strength 0.45 57 Wrap=G ,,1.5r,��1 Page 6 of 8 Bid Dated: 1/23/2019 8:28 AM customer Number PO Required Date Quoted By 707347 ERIC GILBERTSON 1/23/2019 davism Line Qty Description 100-1 1 BCN Direct Set Circle Top 50 x 25 Comment/Room: Viewed from Inside ENTRY Base Colori Soft-Lite White �5 � ��8 Frame Radius=25` Bent Sill Trim=Y Bent Sill Trim Quantity=2 Florida Flange=Y Install Note=Yes 16 Glass Package=Solar Lowe&Argon ti Clear=Yes Lowe=Solar Control SB70 ' ----" Tempered=Yes Argon Gas Super Spacer NFItC Values Double Strength U=FACTOR SHGC 0.27 0.21 VT CR 0.5 54 CITY ow�l3rr`.R1r'�,r1IL S Page 8 of 8 Bid Dated: 1/23/2019 8:28 AM a Y 1 Quotation custom Imo,P WINDOW SYSTEMS By:Matt Hauls Quote#: 1767824/1 1900 S.W.44th Avenue.Ocala,FL 34474 I Ph:352-368.6922 Fax:362-368-2928 ' HOME PERFORMANCE ALLIANCE, INC Cust PO#:ERIC GILBERTSON Bill To: • To: SHIP TO Route:StPet- 1780 IO2nd Ave.N. 9843 18th St.N. ST PETERSBURG,FL 33716 ST PETERSBURG,FL 33716 Job Name:ERIC GILBERTSON Ph:727 538-4140 Fax:727 538-4212 Ph:727 538-4140 Fax:727 538-4212 Version 1 Cust No.HOM450-P3368 Item No.1 City:1 Model:8900 XO Color: WHITE Desc:8900 AB XO(OSLI Sliding Right)PVC SGD DP:+60/-60,FPA#13241:1,STD, Dimensions 2 Track Frame,515/16"Depth,PVC 6040 Threshold,:PREMIUM ROLLER,WHITE 1/2 71112 x 95 1/2 FRAME,18 x16 Screen,6080 ' i LOW E 366,Insulated,Tempered DLO:71 x THUMBTURN ONLY,AL FXD PNL CLIPS,WELDED FRAME,PVC INTRLK SCREEN::18 X 1 6 1 SCREEN AAMA Std.Gold Labeling,(1737)SILL RISER, . ,,,, , . ,,,, , . Item No.2 City:1 I Model:8900 OX Color: WHITE Desc:8900 CD OX(OSLI Sliding Left)ALL PVC SOD DP:+60/-60,FPA#13241.1, Dimensions STD,2 Track Frame,515116"Depth,PVC 6040 Threshold,PREMIUM ROLLER, 71 1nx951/2 WHITE FRAME,18 x16 Screen,6080 LOW E 366,Insulated,Tempered DLO:71 112 x 951/2 SCREEN:18 X 16 THUMBTURN ONLY,AL FXD PNL CLIPS,WELDED;F.RAME,PVC INTRLK SCREEN AAMA Std.Gold Labeling,(1737)SILL RISER i, [2-UN SCREEN-B] Screen Conlin A „0 ,„ "rZ UjVZ I, �JA f. Jim C Disdaimers:PLEASE REVIEW FOR PRICING AND ITEM ACCURACY. This quotation is valid for 30 days:Pricing and availability are based on sizes and quantities listed on this quote.Changes In sizing and/or quantities may result in units having to be re-quoted and/or reviewed.Please verify all sizes,quantities and specifications prior to placing an order.Quote is subject to changes and corrections until it is signed and placed as an order.Mullions between units may indicate a need for additional structural support to be determined by the contractor or architect.Additional support should be taken into account when calculating rough openings.CWS,Inc.does not recommend direct mulling above patio doors without additional support'Thank you' 1123119 8:20:33AM Page 1 of 1 i2• II Illlli lllll illll lllll lilll lllll lllll lllll lllll llill llll ill! � _ Pdriidl No. pail*t iii No,03• 21-oi2o opoaa�aeo. Nonce of COMe1eNtAeEl11 f ' apt•2024519 Ree: 10.00 DS: 0.00 IT: 0.00 ......... .' �•,::...01/30/2019 K. C. , Dpty Clerk Casrty,of... 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