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HomeMy WebLinkAbout19-21098 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21098 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21098 Address:'37607 DALIHA TER UNIT#177 BLD 18 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: EILAND PARK TOWNHOMES Est. Value: Parcel Number: 03-26-21-0230-00000-1770 Improv. Cost: 11,846.00 OWNER INFORMATION Date Issued: 4/15/2019 Name: ANDINO, JOSE Total Fees: 150.00 Address: 37607 DALIHA TER Amount Paid: 150.00 ZEPHYRHILLS FL 33542 Date Paid: 4/15/2019 Phone: 813-407-1918 Work Desc: REPLACE 7 WINDOWS S/S 'CONTRACTOR S APPLICATION FEES HOME PERFORMANCE ALLIANCE INC BUILDING FEE 150.00 Ins ect ons Required FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC - LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with'- City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR S NATURE 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 BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �'�ro-f y1iC- {� Date Received: 3/),7 Site: J�(0 � OG��I VLF lt`` Permit Type: Approved w/no comments:❑ Approved w/the below comments: y Denied w/the below comments: ❑ L4 This comment sheet s all'be kept with the permit and/or plans. 114 APR 0 9 2019 14-1 Kalvin er—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) 813-780-0020 City of Zephyrhills Permit Application Fax-e13-7e0-0021 Building Department Date Received Phone Contact for PermlttlnB -71--7 s $'"- —L4 i L4 � ' 1 1 1 1 1 1 1 1 Owner's Name 'n J Owner Phone Number Owner's Address 7�07 ,L T-GY Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS N0-7 /.TT o—hy t T Y Z rt-Rii LOT# SUBDIVISION Iah � ' PARCELID# d3'Z.[o--2/ 623U'OLWOO "/7-70 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE 15i�Fl SFR Q COMM = OTHER TYPE OF CONSTRUCTION n® B LO(�CK 1.t�I ,FFRrA1ME Q/ STEEL Q DESCRIPTION OF WORK IF S BUILDING SIZE SQ FOOTAGE YD" HEIGHT BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL" $ 0 7l6' AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER �D I� COMPANY SIGNATURE I�7(� ( /l`REGISTERED FEE CURREN Y/N Address I /! U 0 J �f, J-DC) License# ELECTRICIAN COMPANY SIGNATURE REGISTERED - I Y/ N FEE CURREn Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N" FEE CURREn I Y/N ' Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREn Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREn Ly/N Address License# Illlltllll"111111111111111111111111111111111111111111111111111111111 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 dumpsteF;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. Duections:' Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (AIC upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PlottSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which maybe more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. - CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what.actions.I must take to be in compliance. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subssscrbed an m to(or efore me this by -5 Who is/are personally known to me or has/have produced Who is/ a personally known to me r has lave produced as identification. identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped ;otA Pga,; CASSIE LORRAINE JARRELL ' MY COMMISSION#GG 259144 EXPIRES:September 16,2022 Bonded Thru Notary Public UnderAters Plan Review Windows & Doors 1) Need manufacturing installation specifications. 2) Must meet sections R308 and R612 of the 2017 F.B.C. 3) If windows are to be installed inside the historical district,they.will need to be approved by the historical committee. 4) No other work shall be permitted (framing, plumbing, and mechanical) unless otherwise specified. 5:) This is for replacement (glass for glass) only. if you wish to change from screen or vinyl windows to glass, then additional information is required. 6:) AI.I windows to wall connections shall be left visible for inspection. 7) All labeling and stickers shall remain on windows until final inspection. 8) No work shall start without permit first-. 512629 Pose pndtn E L"tVJe. SQ,1 ALL WORK S!-fALL COMPLY Wt5"I�PREVAILING ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND ORDITNANCES HE CiTy®FEPHYRH11elS , o� R `J Page 3 of 15 iast Revision Date:0918 (� , Aqua Finance xcp Sent to Thursday.December 20,2018 Notes: 12046/17 Measure: In Progress Inspection Required 0 Class/Design Pressure in PSF 1 45(8.64) Wind Velocity in MPH 138 S12629 Home Performance Alliance Applicant Jose Andino Frame Type Applicant Phone/Email (813) 407-1918 Exterior Siding S CGo Co-Applicant Year Built 2009 Co-Applicant Phone/Email Bucking Req Contract Date 12/12/2018 Color ff?t Home 37607 Daliha Ter Grids y�5 Address Zephyrhills,Fl.33542 Frosted County Pasco Impact Sales Rep Joshua Jenson Non-Impact Phone Number (425)583-9635 Window Shields Email Address joshrjenson1980@gmail.com Door Shields Supervisor Bob Gracely Cust.Init Customer agrees to the above OBS Temp Screens Grids Note; 1 Iicrrs•J 2-q 35, s ,k V _ , 3 .s 0.2 f p 3 l (o'b 61 31. "3.ZS 1r , 6 A5_T> . 3N. (00. +0 1+ t,s-Q I 7-S' 60. tad 6 9 30 11 12 13 le 16 16 S 17' 16 19 26 / Customer signature. Date/2-/77 q p�/ ( ` Do you have an HOA: Yes or No (Please drde one) Measured By: o— Do you live in a Flood zone: Yes or No Date Measured: (Please drde one) Last Revision Date:0918 I , r f 1 , I /;�/f�age1 of 15 2/15/2U1'J rwuua ouuuu,y v uo vnm,c BCIS Home Log In I User Registration ( Hot Topic i submit Surcharge ( Stats&Facts Publications Contact Us i BCIS Site Map Links ( Search i]n'. Product Approval USER:Public User I?0 ' �,•�. � � 5 Product Approval Menu>Product or Application Search>Application List Application Detail F FL# FL15780-118 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 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 w 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.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3elSAInEOW6yPiCnocELk3nHvFWLJoQah8YcpuwDiUgp/o3d`/o3d 1/3 2/15/2019 monaa bunamg uoae unnne 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 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 15780.1 for Design Pressure Ratings,any FL15780 R8 AE (a) Eval 15780.1.pdf 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 FLIS780 RB II (a)Inst 15780.2.pdf Approved.for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 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. "5400 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 15780.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15780.3 for Design Pressure Ratings,any FL15780 R8 AE (ti)Eval 15780.3.pdf additional use limitations,installation instructions and product 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.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 15780.4 for Design Pressure Ratings,any FL15780 R8 AE_(a)Eval 55780.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes 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 55780.5.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 I df 5780.5 for Design Pressure Ratings,any FLIS780 R8 AE (b) Eval 15780.5.p 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 FL15780 R8 II (a)Inst 15780.6.pdf hfps://www.floddabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgt3elSAinEOW6yPiCnocELk3nHvFWLJoQah8YcpuwDiUg%3d%3d 2/3 2/15/2019 rionaa tsunamg L ooe vnune 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.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15780.7 g.Series"Barcelona"Models"DH30I" Extruded PVC Double Hung"Impact"Window, Missile Level"D" &"DH3013I" -(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 FLIS780 R8 AE (b)Eval 15780.7.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15780.8 h.Series"Barcelona"Models"DH30I" Extruded PVC Double Hung"Impact"Window, High Velocity &"DH30PI" Hurricane Zone-(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R8 II (a)Inst 15780.8.Ddf 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.pdf 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 &"DH3013" 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 (b) Eval 55780.9.pdf additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. Sack T•IexC 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.::Pri. vacv 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: Imp % ®+a ® �Cxedft fd https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt3elSAInEOW6yPiCnocELk3nHvFWLJoQah8YcpuwDiUg%3d%3d 3/3 i ............" _ �• •% M �V ' o :2!- LLOni indows •,0 ftL Bringing quality ID tigylr. �� f ••••••P' •��` J'e m 10250 Philipp Parkway '',�� 11 r111� ``, UZI N m z Sireeisboro,Ohio 44241 '$. o � v a a xz4 0 o Em 9moo 11 11 SEE CHART FOR' SEE CHART FOR +�' a N� m a OCL a IBARCELONA 11 FRAME SIZES FRAME SIZES ' ; o Model DH30 and DH30P `z DOUBLE HUNG WINDOW ' ' LCOU "NON-IMPACT' Uj N X 1z z j zLU _ WL� h OZ w M - ' ! N yr JW GENERAL NOTES S / / En O U y o U /, This product has been evaluated and is in compliance with the 6th Edition(2017)Florida, W a (Cl a Building Code(FBC)structural requirements excluding the"High Velocity Hurricane "' Zone"(HVHZ). x x m Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. i When used in areas requiring wind bome debris protection,this product is required to be L z protected with an impact resistant covering that complies with FBC Sections 1609.1.2& w c R301.2.1.2. E. Model"DH30" Model'DH30P" For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. Ti_ aL ci -M OLA$ -- EStGN'PRESSURIs S 's q "MODEb`i .:FRAME.:a;:::;: m:D.LO:.:;::::;,:::x,: e from the details of this drawing require further Site conditions that deviate 9 1 E S "':":a _tSRIVE.:, NEGATIVE=; m engineering analysis by a licensed engineer or registered architect. :_: _--;::.__::,:_,:::=.;;, <_ Q.M M/QN , D1hIEN5lON,a., w "DH30" 36.0"X 72.0" 28.125"x 32.00" GI +50.0 -50.0 "o TABLE OF CONTENTS SHEEW DESCRIPUON "DH30" 40.0"X 63.0" 32.125'x 27.125" Gt +55.0 -55.0 Z 1 Typical elevations,design pressures and general.notes DATE 9/19/17 2 Horizontal cross sections "DH30" 54.0"X 76.0" 46.25"x 34.00" G1 +35.0 .35.0 srl: N.T.S. 3 Vertical cross sections M.BY. JK 4. Buck and frame anchoring 5 �.�po.e��t� "DH30P" 40.0"X 63.0" 32.125"x 26.625" Gl +55.6 -55.0 CHK.Dr: LFS 6 - Bill of materials and glazing detail DRAWING NO.: "DH30P" 54.0"X 76.0" 46.25"x 33.125' Gl +30.0 -30.0 FL-15760.9 1 OF t) mare Notes: 1 2 3 C .......... cks(2)located on lock rail 3 3 3 1-1/4'MIN. from each jamb. EMB.(TYP.) +��,.•'.•„ '•�j1 / C SEE DETAIL 1 SEE ANCHORING SHEET `N d •N��.'�= �`Q1 Z ••O\ U�' 33 28 .�� �.,.• �yq`. F t n 8 Gl INTERIOR INTERIOR X (21) ��''' "�` a M 00 z0 7 U N 2 � o N o E m Z m o u 3 - EMt 9 0`a 2 v d a �v 5 6—C ao L-C:o E Z f9 �` / d oZ - u c IJ X 25 ° Cn H EXTERIOR EXTERIOR Jz ° ¢U E 1 3 J z(n i (A 3 3 2 HORIZONTAL CROSS SECTION DETAIL 1 2 Shown Direct to Masonry I O E o B a C A �m SEE DETAIL 1 C SEE DETAIL 1 F 1-1/4-MIN. 33 28 8 G1 EMB.(TYP.) 33 28 8 G1 INTERIOR INTERIOR z N O c 65 Ln Lj ❑�I ao .. .� ❑I aP W G ° 9 �o EXTERIOR 0 EXTERIOR z 1-114'MIN. D DATE: 9 ]9 ]7 EMB.(TYP.) 1 sr"c- N.T.S. E Dw0.BY. JK CHIC BY: LFS 1 HORIZONTAL CROSS SECTION 1 r31 HORIZONTAL CROSS SECTION DROWND NO.: 2 2X Buck Construction 2 Shown w/I Buck FL-15780.9 SHEET '1 Of 6 �yTn� EMB.(TYP.) Ln EMB.(TYP.) - - M A N m p N W m - A `o w n I om �A v yoo n do gn �n cow Or- o o o 0O •SO 7N y <n .P 0 A /n A , z IM z x -n M p0 1-1/4-MIN. a EMB.(TYP.) A O N a m •o w wA v A ti 1.96" 0 f n N O r- m n oft 0 v° o m rL O y tn0 y r z o 0 Z co N A o IA ' 1-I M MIN. EMB.(TYP.) N e m m W M m v N w A P •O W O N O A cn P Cw N W av v . _ .. o %0 o 0 o .O14N lytf Z O A V p V %%, "A ��� 1-1/4"MIN. I0 No.43409 EMB.(TYP.) JUNE 11,2018 s PRODUCT: Documents Prepared SOFT-CITE WINDOWS Lyndon E. No F. Schmidt 43409 Iw o Z PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. o R 1 6 11 18 ADDED FRAME SIZE JK P.O. Box 230, Valrico, FL 33595 NO DATE BY VERTICAL Phone No.: 813.659.9197 REVISIONS CROSS SECTIONS FBPE C.A. No. 9813 • 1��111 !//4 \\\ / V, ,.J .± to FOR WIDTHS GREATER THAN 40"ti��••Y'o +�� to 4 .�_., m TYPJ CL _ Z IR 11111 ` OMm2 an..J y• � v v Ch %Z'S cm z O a [� E Ol m m TYP mda� . — SASH - a C. a 5 o o`a "3? 2X BUCK Z o d . 'v FRAME—..,,''� O � � v°z BUCK C Li MEETING MEETING z RAIL � MASONRY BUCK f 3 MASONRY OPENING 1XBUCK G Z OPENING DIRECTI —' SASH MASONRY fl o w HEAD&JAMBS f• (TYP.} z 7 m BUCKANCHORING FRAMEANCHORING v W C N , � v )NCREfE ANCHOR NOTES: a )ncrete anchor locations at the comers may be adjusted to maintain the min. ige distance to mortarjoints. )ncrete anchor Iodations noted as MAX.ON CENTER"must be adjusted to aitain the min.edge distance to mortar joints,additional concrete anchors o ay be required to ensure the"MAX.ON CENTER"dimension are not exceeded. )ncrete anchor table: `° w .....A ......... :,:}:f b.I..::M.. .:4....R...4...N...C. CM:::•.:Ii;: .:.EI:.A:::I.,.G...E.:. ........`I.:...... ,.EMBE :NRY: :;;::;Z6EhFtX ;: ° z..................... .. . .......... a ITW QD 1/4" 1-1/4" 2" 4" DATE: 9 19 17 iAPCON $� N.T.S. ELCO LTRACON® 1/4" 1-114" 1" 4" on.BY. JK OOD SCREW INSTALLATION NOTES: ;i -+': LFS aintain a minimum 5J8"edge distance,t"end distance,&1"o.c.spacing of DMWM JIM. ood screws to prevent the splitting of wood. FL-15780.9 rSHEEr 4 DP 6 2.8r 0. IL 0 A p Ga Eld 0.41" oz 0.861[- 0.06, n La 1.21" 1.07" T—FAF—Cair 1 g 9 1.21 0.39" i � .07- CD C 0 L M n o Fes-0-u, 1.05, a IQ 1.71 Z8 0.465' 0.9s. 0 CD Ca T41 86 "Al 144 0.68' TIC' Ti � a Soaf .......... 0,27- N0.43409 JUNE 11,2018 PRODUCT. Documents Pmprd By.---.Wv, % aukluvp SOFT—UTE WINDOWS Lyndon F. Schmidt z P.E. No. 43409 C .4 to PART OR ASSEMBLY. BUILDING CONSULTANTS. INC. o (A I ADDED FRAME SIZE JK P.O. Box'230, Voldco, FL33595 -R COMPONENTS—O DATE BY Rw Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 10. 10 .......... BILL OF MATERIALS `%%N 4,0 J& MATERIAL 2R :m# WOOD 1,-.�Jsz A IXBUCKSG>=0.42 WOOD ZE- z 4-oz B 2X BUCK SG>=0.42 C l/g,MAX.SHIM SPACE Y-. -LO CONCRETE SCREW STEEL D 114�X PFH ELCO OR CONCRETE CONFORMING TO,AC;I 'z d;;6 MASONRY ICONCRETE 111%% 0 F)..z E 3010.R HOLLOW BLOCK CONFORMING TO ASTM C90 dj ---§TE—EL Z tj F7- #8 X Z'PPH SMS(I-3/8"MIN EMBEDMENT) Z If Em G 114-X 2-3/4"HWH FLL;U OR nW CONCRETE SCREW STEEL S. =0 9 cy lz E 0* -0 OIL IIW�X2-1/eHWHELCOORITWCONCREIFSCREW STEEL in m m .* m 0:-ECL PVC Lu S FRAME' PVCCa 2 HEAD* 3 WEEP HOLE COVER* PVC 3-'12 t3i 4 SILL ADAPTER` PVC 5 TOP LIFT HANDLE' PVC 6 KEEPER RAIL* PVC PVC 7 LOCK RAIL* 0 Q 8 PLAIN STILE* PVC 9 GLAZING BEAD* PVC PVC 12 m 10 BOTTOM LIFT RAIL* ALUM. 5/8"GLASS BITE 1/2'WIDE DBL SIDED GLAZING TAPE ,CEMENT(6065-T5 ALUM) I I REINFORCEMENT ALUM. 7/6'THICK 12 REINFORCEMENT(6065-T5 ALUM). 611A w ALUM. 119-ANNEALED OR TEMPERED GLASS 0 13 REINFORCEMENT(6065-T5 ALUM) PVC 14 HEAD POCKET lMtRT* PVC IL 15 SLOPED INSERT* PVC 16 SLOPED SILL* k10 20 LOCK 21 LOCK KEEPER AIR SPACE 25 TILT LATCH -Z6 #8 X V PFH TEK STEEL 1/8"ANNEALED OR TEMPERED GLASS J IX BUCK t B VC 1/4! J/ D4'S�S ALUM. ALUM. ALUM.PVC PVC PVC 27 #6 X V,PFH TEK STEEL rA STEEL INTERCEPT SPACER P-5 ,z 28 WEATHERST 29 BULB SEAL to 30 BULB SEAL STEEL 31 PIVOT BAR 32 #7 X 3/ "PFH TEK STEELo 33 1 BALANCER BRACKET IE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY TRUDERS LICENSEES IN-AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". DAm 9/19/17 — N.T.S. M.fff. JK CHK BY. LFS DRAWM NOZ FL-15780.9 sHEu 6 oF_.a_ Maww e e . ° • e a BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us �, BCIS Site Map1 Links Search Florida *_j) all lip 16 2 too 1 Product Approval USER:Public User Product Approval Menu>Product or Application Search>Appltcatlon List>Application Detail • FL# FL16026-R2 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 Authorized Signature Vivian Wright rickw@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 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. f' Validation Checklist-Hardcopy Received Certificate of Independence FL16026 R2 COI (a)Certificate of Independence.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 S 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 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.(-d 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) Eval 16026.2.pd additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. Back Nezt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.(moo y_ght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455Z75(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 hem. Product Approval Accepts: ® ECAELY M Credit Card Safe 4 12Y MAX.OVERALL FRAME WiDTH WKIN) �V •• • Oft.-Lite ]"MULLION H 67 MAX SINGLE 67 MAX.SINGLE UNR FRAME WIDTH UNR FRAME WIDTH i V ,.• GJ u indows .... yy ����`�••mot•••• •�``�`` _}m E Bringing quality to light. ''��ir P ��`� Z 0020 t n^ � 8N•: 1020 born.hMpp Parkway £P Sireetsboro.Ohio4424I � pFac m�� 19044 ALUMINUM MULLION B ' s° £ �Z y �� 2 v 0� a n , z F 4 F!tz GENERALNOTES l,I 2 lI o� i. fits product has been evaluated and b in compliance with the 6th Edition(2017)Florida W F Building Code(F8C)structural requirements,excluding the"High velocity Hurricane Zone'. 3 2. When used in areas requiring wind bome debris protection,this product(if mulled togetherwith SASH NOTY 2 0l n impact rated windows)does not require protection from an Impact resistant covering when SHOWN MULLED TWIN WINDOW UNITS SHOWN used In Wind Zones 1,2 and 3 as defined by ASTM E 1996 and FBC Sections 1609.122& FOR CLARITY a $ J. (Multiples also approved) R301.2.1.2 3. in Wind Zone 4,as defined by ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1,this 7 product must be protected with an impact resistont covering complying with FBC Sections Drsrcri PRESSUNE(PSry 1609.1.2&R301.2.1.2 �r MAl(.¢INGIE UNIIFRAME WIDTH - n N .z 4. Wood bucks by others,must be anchored property to transfer loads to the structure and be 36":' 33 4G'.' 42,_ 44• A.6": reviewed by the Buiding Official. sa 50 48 46 44 A2 40 39 36 37 36 35 35 34 34 N f iv 5. Separate product approvals for each glaring product used with these mullions must be 88• 52 50 48 db 44 42 41 40 39 38 37 36 36 35 submitted along with this mullion product approvoi.The design pressure rating of the assembly e6'. 55 53 50 48 46 45 43 42 41 40 39 38 37 37 shall be the lesser of the load capacity of the mullion as specified using this approval or the design pressure rating of the individual glazing products used. B4' 58 55 53 51 49 47 45 44 43 42 41 40 39 39 a a ,; 6. Anchoring of each glazing product to the mullion shall be as shown In this drawing or as shown a s2' b2 59 56 54 52 51 49 48 46 45 44 43 42 42 $ Z eo^. 65 62 59 57 55 54 52 51 49 48 47 46 46 45 0 < In each individual glazing product approval,whichever h more stringent. o N a 78" 69 1 66 63 1 61 59 57 1 55 54 52 51 50 50 49 48 - 'e 7. MuiGon anchor embedment to base material shall be beyond wall dressing or stucco. 76' 73 70 67 65 63 61 59 58 56 55 54 53 52 52 z o° Pr 75 75 71 69 67 65 63 62 60 59 58 57 56 56 5 8. Any conditions not covered in this evaluation are subject to separate engineering evoluation. wtr T O 16 t 2 7z... 75 75 75 74 72 70 68 66 65 It 62 61 60 sc�: N.T.S. m TABLE OF CONIIMS MO.er: JK € SHEETtt DESCRIPTION 70• 75 75 75 75 75 75 73 71 70 66 65 65 m«.ah LFS Typical eiovations,design pressures&general notes 6s• 75 75 75 75 75 75 75 75 74 72 71 70 c�nL 1 2 MuiGon detaas&crass sections Ft—t6028.T• 75 75 75 75 75 75 75 75 75 75 75 75 sxa:r 1 or 2 O a d Shown with Soft-Ute fixed casement frame under 'C •�L m separate approval. #10 X 5/8"PPH SMSn N (4 each bracket) _V; .� �( o;Oa3 2 n o Y o do 1.436" I _,F 0.125" ® '////III•Ipt �`` o 61Dzo oS I CS a o UNo 0.722" � � E m z �Z n 0.477' \ m o 0.125' v a ME g M N. LL a l p J� C 1-1 VZ J 1 HORIZONTAL CROSS SECTION S d 74 y ®anchor clip MULLION 19044 (4)Mullion Bracket anchors zo 6063-T5 ALUM. required into substrate (See ANCHOR SCHEDULE) M �o Fes—2.75 Refer to separate window approval for quantity,location a &size of anchors required to fasten window Frame to mulfwn. r o N $ At a minimum,use#10 PPH Self-drilling SMS located 6'from Z �1 ANCHOR BRACKET(18102) each end and spaced 18"max.o.c.(a min.of 3 threads N o FZ 6063-TS ALUM must protrude through the muPon face). o o o � •`g o a Note: —�� WINDOW UNIT NOT o MULLION 119044) I I SHOWN FOR CLARITY 2 HORIZONTAL CROSS SECTION w o #10 X 5/U'PPH SMS 2 through mullion rn ANCHOR BRACKET(18102) 0 In ® klilION ANCHOR IRAdEfANCHO1tSCNEUUtE EL > b -• - - - CENIER-TO-CEHIER ^.'' SUBSTRATE ANCHOR EMBEDAHM' EDGE DISFANCE; SPACING 19 F $ WOOD R12PFH WOOD SCREW N ¢o 1-I/Z'MIN. 1'MIN. 1-1/Z'MIN. s SUBSTRATE (4)Anchors required into substrate - 1I4.DUl P� N"z ® (See ANCHOR SCHEDULE) CONCRETE IIWBUILDEXTAPCON® 1-1/41MN. 2-1/TMN. I-3XMN. DAM 10 16112 i sr.,.. N.T.S. 3 3 ANCHOR BRACKETDETAIL .t2-l4HWHHrLTIKWIK-FLEK0 AMM.OF3THREADS DING.BY: �K m #lOXS/8 PPHSMS Z STEEL SELF-DRILLING SHALLPROTRUDEIHROUGH I'MIN. 1.117-MW 3 (2 O X 5/FACE) LLB � A� DCHIC RAWING NG LFS a WOODFRAMING S.G.>=0S5) DRANWG NO.: N BRACKET TO-MULLION DETAIL CONCRETECONF�RMMGToJa301(3,000PSIMINJ ORHOLLOWBLOCK CON FOR MIN GTOASTMCPO FL-16026.1 STEEL CONFORMING TOASTMA653,16GA.,0A60•MN.THICKNESS(Py=33,000PSLW=45.000PS) sHEEr 2 aF 2 O d i T u w. k rn `11 lit Profewonal = ' .. BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map,I Links Search dbor a Product Approval0?USER:Public User Uw5,rrF, • Product Annroval Menu>Product or Application Search>Application List>Application Detail FL# FL20834-R2 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Stephen Brooks Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext255 sbrooks@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard . Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0Yes G No U N/A FL20834 R2 COC 6thEdFBC-FL20834.pdf Product Approval Method Method 1 Option A Date Submitted 08/09/2017 Date Validated 08/09/2017 Date Pending FBC Approval Date Approved 08/15/2017 Summary of Products FL# Model,Number or Name Description 20834.1 SGD 880 Sliding Glass Door 880 Series-4'X 10'Panels Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL20834 R2 C CAC 138-1609CAR.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/03/2020 Design Pressure: +65/-65 Installation Instructions Other: Non-Impact Vinyl Sliding Glass Door with Heavy FL20834 R2 II CWS-1149-Rl.pd� Reinforcement and Standard Sill Riser to a+/-DP65 Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party:Yes Evaluation Reports FL20834 R2 AE EvalReport1149-111.pdf Created by Independent Third Party:Yes 20834.2 SGD 880 Sliding Glass Door 880 Series-4'X 8'Panels Limits o e Certification Agency Certificate. ed for use in HVHZ: No FL20834 R2 C CAC 138-1396CAR.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/18/2020 Design Pressure: +65/-65 Installation Instructions Other: Non-Impact Vinyl Sliding Glass Door with Standard FL20834 R2 II CWS-1147.pdf Reinforcement and Sill Riser to a-/+DP65. Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party:Yes Evaluation Reports FL20834 R2 AE EvalReportll47.Rdf Created by Independent Third Party:Yes 20834.3 SGD 880 Sliding Glass Door 880 Series-5'X 8' Panels Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL20834 R2 C CAC 138-1399CAR.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/22/2020 Design Pressure:.+80/-80 Installation Instructions Other:Non-Impact Vinyl Sliding Glass Door with Heavy FL20834 R2 II CWS-1148.pdf Reinforcement and High Sill Riser to a+/-DP80 Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party:Yes Evaluation Reports FL20834 R2 AE EvalReport1148.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida,::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® ® FINN M M Credit Card Safe GENERAL NOTES: SLIDING GLASS DOOR - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOW SYSTEMS • MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING 19DO SW 44TH AVE. CODE(FBC),CURRENT EDITION. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 4) WWW.CWS.CC 185 J"4 PANEL WIDTH' 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT 880 PVC LIMITED TO: SLIDING GLASS •x0•,-OX",°xx°,°Ox0°,^XXX•,°OXXO•,^Xxxv. 48 6• 'PX",•P)W."PXXX",^PXXXX",^PXXP",•PXXXXP",^PxXXXXXP", DOOR- MAX.PANEL WIDTH � PXXXXXXXxP" NON-IMPACT A` POCKET 2 TRACK,3 TRACK,4 TRACK 4.DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE 40&"GLASS DLO ii AND GLASS TABLES ASTM E-1300-04. Qo -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, II WATER INFILTRATION TEST PRESSURE AND GLASS TABLES m I II ASTM E-1300.04. co Z 96" MAX. 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN O UNIT B I II C B USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-11 U) HEIGHT I II 11 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 Z > I II B WAS USED FOR WOOD ANCHOR CALCULATIONS. O 93g' I II I 11 d MAX. I �/V �/v II �/v X F 6.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PANEL 12 PROTECTIVE SYSTEM REQUIRED IN WIND BORNE DEBRIS HEIGHT I II REGION. W 15• GLASS II 12 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS ARE PROCESSED AND THERMAL WELDED O I DLO II Z II TOGETHER. `,��%%" OR 41��T y�i II I 8.SERIES/MODEL DESIGNATION SGD-880. �J ps;:'�GENS GQ i� •• .G• � F .y4 Jr L II 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: No 58201 ';P C X=OPERABLE SASH,O=FIXED SASH,P=POCKET/HOOKSTRIP *: e =•0_ ;ac E D A A 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A ^'P i STATE OF .4U 12 12 11 SIMILAR LOCATION. 'O•cFSA' O R%91?. 11.WEEP SLOTS=1/2•x 1"LOCATED @ BOTH ENDS. �� ,,NA;E ���, Lucas A.Tumer X.:;-;, 2016-07-06 7/6/2016 23:05-04:00 LUCAS A.TURNER,P.E. FL PE 11158201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 TABLE OF CONTENTS SHEET DESCRIPTION: GENERAL NOTES AND GENERAL NOTES&ELEVATIONS DESIGN PRESSURE ELEVATIONS DP CHART...........................................2 MAX.PANEL SIZE RATING IMPACT RATING DRAWN BY: DATE: SECTION VIEWS.................................3 BOM&GLAZING DETAIL....................4 BLZ 04/20/16 EXTRUSIONS...................................5-6 48-15/16"x 93-3/8" +/-65 PSF NONE DWG a: REV.: TRACK WIDTHS..................................7 ANCHOR SCHEDULE&NOTES CWS-1147 - ANCHOR PATTERNS.....................9-10 SCALE: SHEET INSTALLATION DETAILS.............11-12 •(4)PANELS SHOWN:UNLIMITED NUMBER OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. 1:30 1 OF 12 WINDOW SYSTEINS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 Chart 1. Design Pressures s With 2060 2.875"Sill Riser Www.CWS.cc Panel Door Hei ht in. 880'PVC Width in. 78.000 84.000 90.000 96.000 SLIDING GLASS 30.000 +65/-97.5 +65/-97.5 +65/-97.5 +65/-93.6 DOOR- 36.000 +65/-97.5 +65/-95.8 +65/-87.8 +65/-81 NON-IMPACT 42.000 +65/-88.2 +65/-86 +65/-78.5 +65/-72.2 48.938 +65/-65 . +65/-65 +65/-65 +65/-65 a 0 } m CD Chart 2. Design Pressures(pso with 2062 4.062"Sill Riser o Panel Door Hei ht in. z W Width in. 78.000 84.000 90.000 96.000 a 30.000 +80/-97.5 +80/-97.5 +80/-97.5 +80/-93.6 co 36.000 +80/-97.5 +80/-95.8 +80/-87.8 +80/-81 w 42.000 +80/-88.2 +80/-86 +78.5/-78.5 +72.2/-72.2 0 z 48.938 +65/-65 +65/-65 +65/-65 +65/-65 WID;r=y No 58201 G9 t STATE OF .+U� �0RI�PG��� .��"ps .0iNA;E. �`�, 7/6/2016 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: DP CHART DRAWN BY: DATE: BLZ 04/20/16 NOTES: DWG#: RE .: 1)INSTALLATION WINO SILL RISER ALLOWED TO THE FULL DP'S INDICATED ABOVE,IN LOCATIONS WHERE WATER INFILTRATION RESISTANCE CWS-1147 - IS NOT REQUIRED,SUCH AS BUT NOT LIMITED TO LOCATIONS WHERE AN OVER HANG IS PRESENT THAT IS AS WIDE AS THE WALL IS TALL. SCALE: SHEET 1:1 2 OF 12 41 28 11 40 s V(SflAW SYSTEMS WINDOW SYSTEMS 35 14 1900 SW 44TH AVE. 34 34 0 OCALA,FLORIDA 34474 12 60 36 pq O � P � WWW.CWS.CC 14 10 0 880 PVC 3s 29 28 56 23 l d 14 SLIDING GLASS p a P o P p 34 0 DOOR- © I OQ 39 NON-IMPACT 30 d O d d o� 19,20,21,58 34 W � 36 14 � O 15 Eld d ❑ 33 19,20,21,58 12 0� m 16 34 14 z 36 SECTION VIEW B-B 6 O 13 co Z W 3968 p RE 6LLI 110 o 12 �� z 54,55 ❑0 P��pi�DREW�T 36 ❑ 59 13 � ,�JGp�?.��CEIJS�GR,L�': q o Z,: No 58201 '�1S 16 ❑ %9% STATE OF .W O 10. � 22 �4i�FS�.C O R 10✓ 2�hC e FIXED PANEL � NA�E0 33 o D o O o D ATTACHMENT ZZ 38 7/6/2016 32 17 18 LUCAS A.TURNER,P.E. 8 FL PE#58201 1239 JABARA AVE. 23 NORTH PORT,FL 34288 63 I PH.941-380-1574 SHEET DESCRIPTION: Gm O O O I111 3 ��❑ ° ° ❑❑°O �00❑ o❑❑ °a❑❑❑°o� ° ® ® o ® a SECTION VIEWS 39 27 _ ALTERNATE SILL RISER VIEW DRAWN BY: DATE: LIMITED TO+65 ALTERNATE SILL RISER VIEW BLZ 04/20/16 LIMITED TO+80 DWG p: REV.: NOTES: CWS-1147 - ITEMS NOT SHOWN FOR CLARITY: 1)INSTALLATION W/NO SILL RISER ALLOWED TO THE FULL DP'S INDICATED ABOVE,IN LOCATIONS WHERE WATER INFILTRATION RESISTANCE 20,24-26,31,55-58,61-62,64-66 IS NOT REQUIRED,SUCH AS BUT NOT LIMITED TO LOCATIONS WHERE AN OVER HANG IS PRESENT THAT IS AS WIDE AS THE WALL IS TALL. SCALE: SHEET 1:3 3 OF 12 PARTS LIST PARTS LIST ITEM PART# DESCRIPTION VENDOR MATERIAL ITEM PART# DESCRIPTION VENDOR MATERIAL j/J) •�/�/� 1 GLASS SEE THIS SHEET 51 S-2058 Screen,3-Track Sill Ke m Dn/7( ark Aluminum WINDOW SYSTEMS L171_/`l(LI 2 H 6161 2-Track Sill Vision PVC 52 S-2059 Screen,Sna Cover Ke mark Aluminum 1900 SW 44TH AVE. 3 H•6163 3-Track Sill Vision PVC 53 S-2070 Screen,Interlock Profile Alum num OCALA,FLORIDA 34474 4 H-6165 4-Track Sill Vision PVC 54 P-5477 Block,Anti-Lift Lawrence Nylon WWW.CWS.CC - 5 H-6160 2-Track Head/Jamb Vision PVC 55 P-5559 Screw,014 x4"PH PN SMS Fastenal Steel 6 1 I-6162 3-Track Head/Jamb Vision PVC 56 1 P-4269 Screw,#8 x 1"PH PN Tek Fastenal I Steel 880 PVC 7 K6164 4-Track Head/Jamb Vision PVC 57 1 P-3556 Screw,#8 x 2.5"PH FL Tek Fastenal Steel SLIDING GLASS 8 S-2064 Roller Track Insert Keymark Aluminum 58 P-4962 Screw,#8 x 3"PH FL Tek Fastenal Steel z5 DOOR- 9 S-6171 Cover,Sill Track Vision PVC 59 P-5565 Screw,#12 x 1 1/2"PH PN SMS Fastenal Steel FRAME CORNERS 10 S-6169 Co%er,Interlock Vision PVC 60 P-5566 Screw,#12 x 2 1/2"PH PN SMS Fastenal Steel MECHANICALLY FASTENED NON-IMPACT 11 S-6172 Cover,E)dernal ReinforcemenUP-Hook Vision PVC 61 P-3609 Bumper,Panel Stop Parker Seals Rubber 1:8 12 S-6175 Track Filler,Frame Vision PVC 62 P-4291 Panel Stop Housing M&M Nylon Iii 13 K6166 Panel Stile/Rail Vision PVC 63 P-5479 Foam Block,Open Cell,0.844"x 0.531"x 1" Lamatek o 14 K6168 Interlock,Snap-On Vision PVC 64 P-5492 Gasket,FrameAssembl ,2-Track, Lamatek Butyl. 15 K6167 Astragal Vision PVC 65 P-5493 Gasket,Frame Assembly,3-Track Lamatek Butyl } 16 K6170 Glazing Bead,I.G.,1" Vision PVC 66 P-5494 Gasket,Frame Assembly,4-Track Lamatek Butyl m 17 H-2060 Sill Riser,2.875" Keymark Aluminum 67 P-4659 Dust Plug,1-1/4"x 3"x 0.5" Utrafab Z 18 H-2062 Sill Poser,4.062" Keymark Aluminum 68 P-4366 Dust Plug.1"x 3"x 1" Ultrafab 19 P-5517 Panel Guide,Interlock Bear's Metal Aluminum 69 Screen,Spline Team Plastic sl Rubber > 20 P-5558 Support Channel,Bot Rail,Interlock Bear's Metal Aluminum 70 Screen,Cloth p 21 P-5511 Cover,Panel Guide,Interlock Lawrence Nylon a 22 P-5516 Bracket,Fixed Panel Bear's Metal Aluminum PANEL CORNERSTHERMAL WELD cc 23 P-3300 WISP.,0.280"x 0.187"Back,Fin,Black Ultrafab 1:8 uJ 24 P-3438 Backbeddin ,Purfect Glaze"H'Hot Melt Henkel/Sika Silicone 1"OVERALL O 25 P-3514 Screw,#10 x 2"Ph Comb Hd Fastenal Steel O 26 P-3587 Screw,#8 x 1"PH FL TEK-Roger Asm/Mortise Lock Fastenal Steel 7--TEMPERED Z 28 P-3789 Handel Set with Thumb Turn Amesbury Progress or Rot Ion �-5"AIRSPACE ���� PN�R ...TG�i�� 29 P-3792 Keeper Amesbury "�GPS•�vCENs�.•¢y 30 P-3793 Multi-Point Mortise Lock AmesburyT9 TEMPERED ��' No S8201 :-P 31 P-4250 Screw,#10 x 2.5"PH PN SMS-Keeper Fastenal Steel 32 P-5287 Tandem Roller Ass ,2.125"Dia Wheel Amesbury %9 t STATE OF .k/� 33 P-5438 Setting Blocks,0.090"x 0.875"x 1.5" Franke Lowe Rubber O . 34' K1769 Reinforcement,Interlock - Keymark 'Aluminum 16 ��4nv�• �O R 1�P•��.�, Z. 35 H-2068 Reinforcement,Astragal Keymark Aluminum 33 GLASS BITE 36 S-1775 Reinforcement,Lock Stile/Rails Keymark Aluminum 37 R2111 Reinforcement,HD,Interlock Keymark Aluminum puRpecr �Z 38 S 2071 Reinforcement EQernal,Interlock Ke mark Aluminum 24 GLAZE 7/6/2016 39 S-2069 Frame Insert,Installation Anchors Keymark Aluminum LUCAS A.TURNER,P.E. 40 K2063 P-Hook Keymark Aluminum 01 41 S-2065 P-Hook Ada for Keymark Aluminum 13 FL PE# 1239 JABARA RA AVE.A 42 S-2048 Screen,Astragal Keymark Aluminum NORTH PORT,FL 34288 43 S-2050 Screen,1-Track Head Keymark Aluminum PH.941-3B0-1574 44 K2051 Screen,1-Track Jamb Keymark Aluminum SHEET DESCRIPTION: 45 S-2052 Screen,1-Track Sill Keymark Aluminum BOM AND GLAZING 46 S-2053 Screen,2-Track Head Keymark Aluminum DETAIL 47 S-2054 Screen,2-Track Jamb Keymark Aluminum DRAWN BY: DATE: 48 S-2055 Screen,2-Track Sill Keymark Aluminum 49 S-2056 Screen,3-Track Head Keymark Aluminum -. EV.: 2016 50 S-2057 Screen,3 Track Jamb Ke mark Aluminum DwGa REV.: CWS-1147 - scnLE: SHEET 1:2 4 OF 12 ,7.j=_U O 2 17. 13 2Z.� 15 40 17 SYSTEMS8" 16V- • 1900 SW 44TH AVE. 116 ll0❑❑❑0❑❑❑O� 2' D 4 OCALA,FLORIDA 34474' W W W.CWS.CC 2-Track Sill-6161 F 1 s" 28" a� 43• 3, 5° 880 PVC 64° 1s 32 ae a1�56• s° 1" SLIDING GLASS O J 0LJ10 3 ,s 16 DOOR- �I L Sill Riser-2060 NON-IMPACT 116° Uu❑❑❑'❑❑❑,0❑❑❑0� Z" �❑0 L6063-T6 W Sill Riser-2062 F 3 Track Sill-6163 Panel Head/Sill/Stile-6166 6063-T6 p Astragal-6167 P-Hook-2063 105. 6063-T6 m Q aJ3. 38 Z 13p 116 oDDo O ^ w O❑❑❑0❑❑❑0❑❑❑00❑❑❑00E 32 " 2" 0.1oo•r4-Track Sill-6165 Reinf.,Ext-Interlock Reinf.,Frame-2069-2071 6063-T6T14 41 6005-T6 Cl) P-Hook Adaptor-2065 5 Lock Stile-2086 6063-T6 tg" 116 34 36 Ppuuegq 16„1 �CEN'�Gy 2-Track Head/Jamb-6160 Cover,Ext Reinf.8 11 L 18 4• }• 1�" e" t' No 582D1 •:�1t Hookstrip-6172 I 8 10 L 11; STATE OF .u/- Cover,Interlock-6169 Reinf.,Interlock-1769A Reinf.,Lock Stile-1775 '0. °�: 6 6005-T6 6005-T6 i�i�Fs• O R t 0.•��?.� 16" 0 �4f`1,6^��ig^ r1, " 37 ❑❑❑0❑❑❑�❑❑❑OB -� �— 8 2 e" 35 1 z2 3-Track Head/Jamb-6162 9 7/6/2016 Cover,Sill Track-6171 ollf Track Insert-2064 LUCAS A.TURNER,P.E. 10 6063-T5 FL PE#58201 i�8' 2 iu" NORTH ORT�FL 34288 1 7 k��] " 16 38 SHEET ESCRPTION:a1574 666 ^ 1 1 Reinf.,HD Interlock-2111 32EXTRUSIONS 4-Track Head/Jamb-6164 6005-T6 DRAWN BY: DATE: BLZ 04/20/16 IG Glazing Bead-6170 Reinf.,Astragal-2068 DWG#: REV.: Track Filler-6175 6005-T6 CWS-1147 - SCALE: SHEET NOTE:ALL EXTRUSIONS ARE RIGID PVC UNLESS OTHERWISE NOTED. 1:2 5 OF 12 8� `I 45 T_I 6- I 43 12' 28' V- (JRlALC4l4U ��/(�r'7j . WINDOW SYSTMS 1900 SW 44TH AVE. I�✓/I 16� 116 OCALA,FLORIDA 34474 "'• 16 WWW.CWS.CC Screen,1-Track Sill-2052 Screen,1-Track Head-2050 880 PVC O O O SLIDING GLASS " -1 4s �41g—� 4s DOOR- 22 6. 1 16• NON-IMPACT T 1s t --- 1 Screen,2-Track Sill-2055 Bracket,Fixed Panel ,76• .� im' Screen,2-Track Head-2053 P-5516 0 �• 51 16 I 49 m Z u. ±. O 16 1, 11 S ± to t t� Screen,3-Track Sill-2058 16 54 16" p Screen,3-Track Head-2056 zz � "�±^ F�I III III MI I+ III III I 1 IMI 9 1 " ..� •:�� rSF'•GP�2��'o• a, �1s � z B 16 42 2 " 53 Uz5' 6 52 g " � NOR�4V T± Screen,Snap Cover Block,Anti-Lift P GEJ"1g P-5477,NylonL r :�: : No 58201 L Screen,1-Track Jamb-2051 3een,Interlock-2097 �y •�'�?1 Screen,Astragal-2048 ± 16 P STATE OF .W 0. 416 47 L;fill 1" a -- ,:FL ��'�is�ONA�'EaG. 11T i6 �I 19 T— 'll 1e 2 a" 21 z� L F� 1 20 '— 7/6/2016 Screen,2-Track Jamb-2054 1, LUCAS A.TURNER,P.E. I �n1 FL PE#58201 I I I III 1239 JABARA AVE. I I IF I I II I ICI NORTH PORT,FL 342B8 rr..�. I I II 11 II 4� III PH.941-380-1574 1.6-1 50 I O I 4" III III 2 III 76" ( III SHEET DESCRIPTION: e II ±• ±• I o I III III III III EXTRUSIONS 1; 16 I I III III 1 III [IF-= IDRAWN BY: DATE: Screen,3-Track Jamb-2057 BLZ 04/20/2016 DWG#: REV.: CWS-1147 - NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. Panel Guide,Interlock-P-5517 Support Channel,Sot Cover,Interlock-Reinf, SCALE: SHEET Rail-Interlock-P-5558 P-5511,Nylon 1:2 6 OF 12 ' Cr L • 8 6• WINDOW SYSTEMS ICJ 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 880 PVC q z' 4a" SLIDING GLASS H-2060- O O q O O O q H-2062 DOOR- �o❑���❑���� O O NON-IMPACT ❑❑❑o❑❑❑"ElE ❑❑❑o❑❑❑o❑❑❑o❑❑❑0 w 2T Sill w/Riser 3T Sill w/Riser 4T Sill w/Riser o q" g m Z O Ln ow � q q MED Omoo❑❑❑0❑❑❑00 o o 0 ❑❑❑o❑❑❑E E 2T Sill w/1T Screen 3T Sill w/1T Screen Z ♦♦♦w+�PNpRE4►��Th�i 12 4- t3• ♦ 9 �/ ♦♦♦Gp..��CENS�.tiQy No 58201 '9t STATE OF LJLH—L �� F �O R 10 �\♦♦♦ ��rnnuia++� ❑❑❑o❑❑❑o❑❑❑oo ❑❑❑o❑❑❑o❑❑❑0❑❑❑00 72 016 3T Sill w/2T Screen 4T Sill 41T Screen LUCAS A.TURNER,P.E. FL PE#58201 18 - 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: TRACK WIDTHS O Q O Q DRAWN DATE: BLZ 04/20/16 O O f1 I1 DWG#: REV.: �0❑❑❑a0❑❑❑0❑❑❑0❑ODD[I CWS-1147 - 4T Sill w/3T Screen Ste' SHEET 1.2 7 OF 12 6" 4' 4r� r'_' • ANCHORS @ q P-HOOK TYP4" PANEL-TYP ANCHORS' WEDGE MAX TYP. i ' OFPNEL TYR 6 . . VW/J-I qN�TDJQ Op<vW�V( SYSTEMS EhS I I i \ � 1 . 1il I 1i TYP. 1900 SW 44TH AVE. • •. OCALA,FLORIDA 34474 - I II I WwW.cw&cC I II 12"MAX.O.C. 2,° I II I 880 PVC MAX TYP I II - I SLIDING GLASS TMI P I II I L I II I DOOR- I NON-IMPACT I II I I II I iu I �/ �/ II �/ �/ I X X II X X m z I II I D I II > z W MID-SPAN MIDPAN I O D_ F II OF CL PANEL I U W II I o I II I I I z I "I i I i •I i i . N p'. FIXED PANEL CLIPS No 58201 9 L NOTES: 'CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE SHEETS 9&10 FOR DETAIL) *t 1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION(SEE LAYOUT DETAILS ON SHEETS 9&10),EXCEPT FOR 2T SILL&WOOD INSTALLATION LOCATIONS.SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL 9; STATE OF .417 r (SHEET 9).INSTALL ONE ANCHOR AT EACH WOOD INSTALLATION LOCATION(CIRCLED). SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP. 1:1 ..fl4 ©P,:�c%, F •.,ORI 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING 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 'SStilNAli �`�, CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11. 7/6/2016 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 11. NORTH PORT,FL 34288 PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR SOLID CONCRETE,6"FOR CMU MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BLZ 04/20/16 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: CWS-1147 - 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:20 8 OF 12 f ' INTERLOCKS // r/7/rtp�rim •I /„f/�{ f ASTRAGAL 6.TMP--I- 21'O.C.MAX lam. C�lp�(j((// I�1f'�j�✓/�I PANEL P-HOOK I TYR WINDOW SYSTEMS 6"TYP. WIDTH 31 TYp, 3•TYP. 1900 SWOCALA,44TH AVE. 34474 fi-TYP. W W W CWS.CC I I 880 PVC ° SLIDING GLASS ° ° DOOR- WOOD SUBSTRATES NON-IM PACT 2TSILL ONLY 2TJAMB TYP. TYp. f W INTERLOCKS � 6'TYP. f ASTRAGAL 21"O.C.MAX PANEL P-HOOK 6'TYP.-- WIDTH 4"TYP.—1 4"TYP TYP. m Z O 0 0 � 0 0 0 3"TYP. ° 6"TYP. 4a" 0 K F TYP. D_ lr 0 0 0 0 o U to W 15.TYP. 1 O 1Zi -+1 15"TYp, WOOD SUBSTRATES TYp, Z 16 3T SILL ONLY 3T JAMB 1�' P, DRElgj�. Tvp. T p .......... E N SF f f No 58201 '�11 INTERLOCKS "F * '•*� 6'TYP. PANEL ASTRAGAL 6•TYP.-7 21" C MAX -{ -'O :¢ WIDTH P-HOOK I I p:• STATE OF •:��/` 4"TYP. 4"TYP. I I V P GNl% ONA ° o ° ° fi'TMp' q4• 7/6/2016 44"TYP TYP- LUCAS A.TURNER,P.E. FL PE#58201 0 0 1239 JABARA AVE. o o o I o NORTH PORT,FL 34288, I I PH.941-380-1574 SHEET DESCRIPTION: ANCHOR PATTERNS WOOD SUBSTRATES (JAMB&SILL) ONLY -P• DRAWN BY: DATE: 4T SILL 4T JAMB n,P BLZ 04/20/16 DWG#: REV.: CWS-1147 NOTE:4=CENTERLINE OF INTERLOCK OR ASTRAGAL SCALE SHEET CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. 1:5 9 OF 12 f INTERLOCKS .I ///,/ ASTRAGAL EMI��/�,il/•�j, f HOLE PATTERN P-HOOK WINDOW SYSTS M PANEL FOR ANTI-LIFT 1900 SW 44TH AVE. 6" WIDTH BLOCK ANCHORS ...46 TYP OCALA,FLORIDA 34474 W W W.CWS.CC o ° ° 880 PVC I 31TYP. I 1"TYPI SLIDING GLASS DOOR- NON-IMPACT 16•TYP. .15. ONLY 4"TYP WOOD SUBSTRATES W TYP. 1s 2T HEAD 0 i INTERLOCKS f m MOLE PATTERN ASTRAGAL PANEL FOR ANTI-LIFT P-HOOK Tq 6'T1P.-- WIDTH SLOCKANCHORS 1�4'TYP. 4'TYP. O D Z 0 0 0 1 01 0 Ioi w CL I � a i O O i 4 d" V TYP. w --- o 0jol 0 0 o p 1'TYP Z ��puunrgr WOOD SUBSTRATES .......... 3T HEAD ONLY :0P•��cENF•.Qy Wit• N. 58201 ••'�1� f i INTERLOCKS i9 t STATE OF :4U PANEL ASTRAGAL O: A, WIDTH HOLE PATTERN P-HOOK �b�t�•• OR1 .A'gZ. !4 I-�s•TYP. BLOCKANCHIORS 4"TYP. 4'TYP. /01A.ev*," - - x2 11 o I o 0 0 0 (o i 7/6/2016 LUCAS A.TURNER,P.E. 0 0 44� FL-PE#58201 n P• 1239 JABARA AVE. NORTH PORT,FL 34288 0 0 0 0 0 ° PH.941-380-1574 I \ I SHEET DESCRIPTION: o 2 ANCHOR PATTERNS 1"TYP (HEAD) DRAWN BY: DATE: WOOD SUBSTRATES ONLY BLZ 04/20/16 DWG#. REV.: 4T HEAD CWS-1147 - NOTE:¢=CENTERLINE OF INTERLOCK OR ASTRAGAL SCALE: SHEET CIRCLED ANCHOR LOCATIONS REO'D ONLY IN WOOD INSTALLATIONS. 1:5 10 OF 12 2 TRACK HEAD ANCHORAGE �(1�.1 • ' MIN.EDGE DIST. 1/4'MAX WINDOW SYSTEMS SEE TABLE 1 SEE LAYOUT ON SHT 10 INTERIOR 1900 SW 44TH AVE. 39,FRAME INSERT REO'D AT - OCALA,FLORIDA 34474 ALL FRAME ANCHOR LOCATIONS 39,FRAME INSERT REO'D W W W-CWS-CC AT ALL FRAME ANCHOR . SUBSTRATE LOCATIONS❑ 880 PVC BY OTHERS MIN.EMBEDMENT SLIDING GLASS SEE TABLE 1 SEE TABLE 1 BY IMETE SEALANT ��❑ OG� ❑ SEELAYOUT DOOR- STAL INS IDEAND OUT MAX• - ❑ ONSHT9 NON-IMPACT SHIM F f❑ MIN EDGE DIST p oLl SEE TABLE 1 PERIMETER SEALANT m INTERIOR COMPLIANT WITH AAMA 800 BY INSTALLER INSIDE AND OUT z Z INSTALLATION ANCHOR 9 SEE TABLE 1 SUBSTRATE BY OTHERS MIN EMBEDMENT S2 SEE TABLE 1 SEE TABLE 1 2 O_ w SEALANT BETWEEN SILL ~ a RISER AND FRAME BY af B HORIZONTAL SECTION INSTALLER 9 2 TRACK JAMB ANCHORAGE O to O O w PERIMETER SEALANT �❑❑� o❑❑^oa O BYINSTALLER ❑ o 0 INSIDE AND OUT DO NOT COVERWEEP HOLES - Z SUBSTRATE MIN.EMBEDM ENT SEE TAB EI %S0 tiO .BY ITG���i SEE TABLE OTHERS1 '.Gp5.�.,0 E N gF.��Py MIN.EDGE DIST. 39,FRAME INSERT REO'D AT �; No 58201 �t�1.1 SEE TABLE 1 ALL FRAME ANCHOR LOCATIONS * 'k %0 STATE OF A VERTICAL SECTION ol�FS.'�.(a R, e 2 TRACK SILL ANCHORAGE �'�4 PERIMETER SEALANT COMPLIANT WITH AAMA 800 x� BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR 7/6/2016 SEE TABLE 1 MIN.EDGE DIST. LUCAS A.TURNER,P.E. EE TABLE 1 FL PE#58201 1239 JABARA AVE. TABLE 1:APPROVED INSTALLATION FASTENERS - I SUBSTRATE BY OTHERS MIN.EMBEDMENT NORTH PORT, 34288 SEE TABLE I SEE TABLEI PH.941-380-1-1574 SUBSTRATETYPE ANCHORTYPE MIN.EMBEDMENT MIN.EDGE DIST. SHEET DESCRIPTION: CONCRETE 2.0 KSI MIN. 1/4"I1W TAPCON 1-1/2, 4" INSTALLATION DETAILS CONCRETE 2.85 KSI MIN. 1/4"ELCO ULTRACON 1-314' 2-11T HOOKSTRIP 2 TRACK 2X MIN.SOUTHERN PINE(G=0.55) 1/4"ITW TAPCON OR 1 318„ 7/6„ ELCO ULTRACON 1. 2X MIN.SOUTHERN PINE G=0.55 #12 WOOD SCREW 1-3/8" 7/6' - a MAX.SHIM DRAWN BY: DATE: 16 GAUGE(0.0601 MN. #12.14 HILTI KWIK-FLEX OR ITV FULL THREAD BLZ 04/20/16 712 STEEL STUD 33 KSI YIELD MI TEKS SELF-DRILLING SCREW THRU 0.060' owcm REV 1/6'ALUM.(6063-T5 MR)OR #12 GRADE 5 SELF-TAPPING/ FULL THREAD CCl HORIZONTAL SECTION CWS-1147 - 1/8'STEEL 33 KSI MIN DRILLING SCREW THRU 0.12S' 1/Zk 9 HOOK STRIP SCALE: SHEET HOOKSTRIP OR JAMB FRAME ONLY: 1/4•ELCO ULTRACON 1-3/4' 2-11Z' 1:3 11 OF 12 HOLLOW OR GROUT-FILLED CMU(A TM C-90 3 TRACK HEAD ANCHORAGE 1/4^MAX SEE LAYOUT 39.FRAME INSERT REO'D AT INTERIOR � � • MIN.EDGE DIST. ON SHT 10 ALL FRAME ANCHOR LOCATIONS WINDOW SYSTEMS • SEE TABLE 1,SHT 11 39,FRAME INSERT REO'D �O 1900 SW 447H AVE. AT ALL FRAME ANCHOR OCALA,FLORIDA 34474 SUBSTRATE O LOCATIONS BY OTHERS O www.cws.cc SEE TABLE 1,SHT 11 MIN.EMBEDMENT SEE TABLE 1,SHT 11 a 880 PVC PBY NSTALLERIMETER LANT SLIDING GLASS IN INSTALLER �a❑ 0°a���80 Ej INSIDE AND OUT -MAX SHIM SEE LAYOUT DOOR- LLJJ ON SHT 9 NON-IMPACT INSTALLATION ANCHOR INTERIOR 0 SEE TABLE 1,SHT 11 uJ SEALANT BETWEEN SILL ~ RISER AND FRAME BY O INSTALLER El PERIMETER SEALANT O O MIN EDGE DIST BY INSTALLER O O O ��� o� SEE TABLE 1 SHT 11 m INSIDE AND OUT �o❑❑ o❑❑ D°O❑❑❑6LJ Z DO NOT COVER PERIMETER SEALANT O WEEP HOLES COMPLIANT WITH AAMA 800 SUBSTRATE MIN.EMBEDMENT BY INSTALLER INSIDE AND OUT D ENSEE TABLE 1,SHT 11 � BY OTHERS SUBSTRATE Z W SEE TABLE 1,SHT 11 BY OTHERS MIN EMBEDMENT 0 Of MIN.EDGE DIST. 39.FRAME INSERT SEE TABLE 1,SHT 11 SEE TABLE 1 SHT 11 0. SEE TABLE 1,SHT 11 SEE LAYOUT ON BHT 9 REO'D AT ALL FRAME �� W / r �HORIZONTAL SECTION ANCHOR LOCATIONS 10 3 TRACK JAMB ANCHORAGE D VERTICAL SECTION �{I � 10 3 TRACK SILL ANCHORAGE 1/4'MAXINTERIOR I O Z MIN.EDGE DIST. 4 TRACK HEAD ANCHORAGE 39,FRAME INSERT REO'D �� ,DRE'r 39,FRAME INSERT ' SEE TABLE 1,SHT 11 SEE LAYOUT REO'0 AT ALL FRAME AT ALL FRAME ANCHOR ``�� p,IJ,.•..W ON SHT 10 ANCHOR LOCATIONS QQ LOCATIONS �OGp�; 6 E IJ g�,•.,�Qyy� MIN.EMBEDMENT SUBSTRATE SEE TABLE 1,SHT 11 No 58201 •:�11 S BY OTHERS SEE TABLE 1,SHT 11 PERIMETER SEALANT SEE LAYOUT BY INSTALLER o a o o o 010 ON SHT 9 �C�s• O R 1�.•'���.` INSIDE AND OUT MAX• ❑ '�iy�ONA��Ep�` SHIM INSTALLATION ANCHOR INTERIOR 7/6/6 SEE TABLE 1,SHT 11 SEALANT BETWEEN SILL LUCAS A.TURNER,P.E. RISER AND FRAME BY FL PE#58201 INSTALLER MIN EDGE DIST 1239 JABARA AVE. PERIMETER SEALANT 0 0 OQ SEE TABLE 1 SHT 11 NORTH PORT,FL 34288 BYNSTALLER 0 0 PH.941-380-1574 INSIDE AND OUT �o❑� °a❑❑❑°o❑❑ oLJ❑�o� �r� SHEET DESCRIPTION: DO NOT COVER oLI WEEP HOLES MIN.EMBEDMENT INSTALLATION DETAILS SUBSTRATE SEE TABLE 1,SHT 11 PERIMETER SEALANT 3&4 TRACK BY OTHERS COMPLIANT WITH AAMA 800 BY INSTALLER INSIDE AND OUT DRAWN,BY: DATE: SEE TABLE 1,SHT 11 SUBSTRATE MIN EMBEDMENT BLZ 04/20/16 MIN.EDGE DIST. SEE LAYOUT 39.FRAME INSERT BY OTHERS SEE TABLE 1 SHT 11 DWG p: SEE TABLE 1,SHT 11 ON SHT 9 REO'D AT ALL FRAME SEE TABLE 1,SHT 11 ANCHOR LOCATIONS / G ,HORIZONTAL SECTION CWS-1147 - E VERTICAL SECTION 10 4 TRACK JAMB ANCHORAGE SCALE: SHEET 10 4 TRACK SILL ANCHORAGE 1:3 12 OF 12 w+w HOME PERFORMANCE ALLIANCE INC. za State Certified General Contractor License#CGC1S08L�CBC1258017 1780102nd Avenue,Suite 500,St.Petersburg,FL 33716 \� • • °' Office:(800)472-5449•Fax(727)538-4217 WWW.hpawindows.com•Email:Help@HPAwindows.com lwran Yl�.," CUSTOM REMODELING AGREEMENT Buyer(s)Name(s) Date of Contract Wr,e Buyer(s)Street Address,City,State,and Zip Code ; 16oT iJ"ltlnw j�rt- 'Zn. 1+ r V• Its FC. 335`/Z Buyer(s)Main Phone Buyer(s)Other Phone Buyer(s)Work Phone Buyer(s)Alternate Phone Buyer(s)Email 0A Q Sales Rep Sales Rep Phone J.,\- Jz.,o Y2s-5' -IFC3-5 General Description of Work: Home Performance Alliance, Inc. (HPA) will furnish and install: (Q_ Windows and I—A sliding glass doors and entry doors,which are further described in the Specification Sheet attached hereto as Exhibit "and initialed by the parties.WPA will remove and dispose of all debris from job 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:0 CASH CONTRACT 0 THIRD PARTY FINANCE CONTRACT. PROJECT PRICE: INITIAL DOWN PAYMENT: 5.0 BALANCE DUE: r'r �' E§,A M.,79b _}. ADDITIONAL DOWN PAYMENT DUE UPON DELIVERY OF MATERIALS: BALANCE DUE UPON SUBSTANTIAL COMPLETION:* BALANCE TO BE FINANCED BY THIRD PARTY." 1 4-ase U *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 nor .a lender. Additional comments: All work will be completed in a professional,workmanlike manner meeting or exceeding standard 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 mail.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 under this contract.Saturday is a business day for the purposes of this contract. I HAVE READ AND UNDERSTAND ALL PAGES OF THIS CONTRACT AND ALL DOCUMENTS REFERENCED HEREIN.I ACCEPTTHIS CONTRACT AS OF THE DATE WRITTEN ABOVE AND I HAVE BEEN ORALLY INFORMED OF MY RIGHT TO CANCEL THIS TRANSACTION. Respectfully submitted, HOME PERFORMANCE ALLIANCE,INC. /-2 as le Print Name SignaDate BUYER(S) 1\0 2 12 Print Name S' Date/ Print Name Signature Date YOU,THE BUYER,MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION.SEE THE ACCOMPANYING NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. 08UP201a.HPArL 8800-C.NFRO Rating;CWS ,,, . „r, , Item No.3 Qty:1 Model:8800 OX Color: r6LL.ER h { Q Desc,8800 OX PVC SGD D -65,60 FPA#20834.2,Fr me Depth=5 718"' Dimensions WHITE FRAME,PREMJUM :' r LOW E 366,Insulated DLO:71 1/2 X 79 314 THUMBTURN ONLY 1 r W/O SCREEN SCREEN,NIA I6 T if-7 AAMA Sid.Gold Labeling X. y . 3 Inch Sill Riser, L1L4 t�:�73.SGi�tr _i :rr . ,,, ,,,, , , V-Transmit=0.39 .:,r - ,,, r, , r r , .39 2/15/19 1:50:58PM Page 1 of 3 Dealer Quotation - Quote 214705 6ft-Lite QUOTE EXPIRES 10250 Philipp Pkwy Phone: (330) 528 3400 30 DAYS FROM Al. Streetsboro, OH 44241 Fax: (330) 528 3501 REQUESTED www.soft-lite.com Bid For Shipping Address HOME PERFORMANCE ALLIANCEINC 9843 18TH STREET NORTH 9843 18TH STREET NORTH ST PETERSBURG,FL 33716 ST PETERSBURG,FL 33716 Business: 727 538 4140 Fax: 727 538 4217 Quote Name: JOSEANDINO Customer Number PO ,Required Date Quoted By 707347 JOSE ANDINO 3/20/2019 davism Line Qty Description 10-1 1 BCN Double Hung Double Hung 24 x 35.25 Comment/Room: Viewed from Inside / ' / S V KITCHEN Sill Type=SLOPED Base Color=Soft-Lite White Full Flex Screen Bettervue Sill Expander=Y Lock Type=Standard om Lock Color=Soft-Lite White Foam Fill=Spray Foam Install Note=Yes 1 Reinforced Sash=Y �- 247 -i Double Locks=Y RO-24.25" Contour Colonial NFRC Values Grid Color=Soft-Lite White U-FACTOR SHGC 1 W I H 0.3 0.1 Glass Package=Solar Lowe&Argon VT R Clear=Yes 57 Lowe=Solar Control SB70 Tempered=Yes Argon Gas Stainless Intercept Double Strength Wrap=G Page 1 of 5 Bid Dated: 3/20/2019 10:05 AM Customer NumbeE= PO Required Date Quoted By 707347 JOSE ANDINO 3/20/2019 davism Line Qty Description 20-1 1 BCN Double Hung Double Hung 34.5 x 60.25 Comment/Room: Viewed from Inside �/� ENTRY Sill Type=SLOPED O V- 1 Base Color=Soft-Lite White Full Flex Screen Bettervue s.. F171 Sill Expander=Y o Lock Type=Standard Lock Color=Soft-Lite White Foam Fill=Spray Foam Install Note=Yes 2 * Reinforced Sash=Y Double Locks=Y Ro-3-75' Contour Colonial NFRC Values Grid Color=Soft-Lite White U-FACTOR SHGC 1WIH 0.3 0.17 Glass Package=Solar Lowe&Argon VT R Clear=Yes 57 Lowe=Solar Control SB70 Tempered=Yes Argon Gas Stainless Intercept Double Strength Wrap=G Page 2 of 5 Bid Dated: 3/20/2019 10:05 AM Customer Number PO Required Date Quoted By 707347 JOSE ANDINO 3/20/2019 davism Line .Qty Description 30-1 1 BCN Double Hung Double Hung 34.5 x 53.25 Comment/Room: Viewed from Inside -^�(�� GJ MASTER _ LSill Type=SLOPED Base Color=Soft-Lite Whitew Full Flex Screen Bettere Sill Expander=Y o N Lock Type=Standard Lock Color=Soft-Lite White Foam Fill=Spray Foam Install Note=Yes 4 Reinforced Sash=Y 34.5' Double Locks=Y Ro-34.151 Contour Colonial NFRC Values Grid Color=Soft-Lite White U-FACTOR SHGC 1W1H 0.3 Glass Package=Solar Lowe&Argon CR Clear=Yes 0.3, 57 Lowe=Solar Control SB70 Argon Gas Stainless Intercept Double Strength Wrap=G Page 3 of 5 Bid Dated: 3/20/2019 10:05 AM Customer Number PO Required Date Quoted By 707347 JOSE ANDINO j 3/20/2019 davism Line Qty Description 404 1 BCN Double Hung Double Hung 34.5 x 60.25 Comment/Room: Viewed from Inside / � -0 , 4-7 MASTER Sill Type=SLOPED Base Color=Soft-Lite White F7 Full Flex Screen Betterwe o a Sill Expander=Y N a Lock Type=Standard 02 Lock Color=Soft-Lite White Foam Fill=Spray Foam — Ll Install Note=Yes 4 Reinforced Sash=Y 34.5' Double Locks=Y RO-3<.75' Contour Colonial NFRC Values--,, Grid Color=Soft-Lite White U-FACTOR SHGC 1 W IH 0.3 0.1 Glass Package=Solar Lowe&Argon VT CR Clear=Yes . 9 57 Lowe=Solar Control SB70 Argon Gas Stainless Intercept Double Strength Wrap=G Page 4 of 5 Bid Dated: 3/20/2019 10:05 AM Customer Number PO Required Date Quoted By 707347 JOSE ANDINO 3/20/2019 davism Line Qty Description 50-1 1 BCN Multilite Window 71.5 x 60.125 Comment/Room: Viewed from Inside / G/'lr BED I Sill Type=SLOPED Q (� 7 Base Color=Soft-Lite White -- Iy—-- E -- Full Flex Screen Betterwe f- Sill Expander=Y Lock Type=Standard Fill FT11 Lock Color=Soft-Lite White Foam Fill=Spray Foam Install Note=Yes EEI 6,7 Reinforced Sash=Y 35.25' 35.25* Double.Locks=Y 715 Contour Colonial M----CR Grid Color=Soft-Lite White UC 1W1H Glass Package=Solar Lowe&Argon Clear=Yes 57 Lowe=Solar Control SB70 0.39 Argon Gas Stainless Intercept Double Strength Mull Type=JSM Vertical Factory 1"thick,60.125"length Wrap=G Page 5 of 5 Bid Dated: 3/20/2019 10:05 AM