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HomeMy WebLinkAbout19-20975 ,. CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20975 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20975 Address: 5847 12TH ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est.Value: Parcel Number: 11-26-21-0010-03900-0010 Improv. Cost: 20,945.00 OWNER INFORMATION Date Issued: 3/28/2019 Name: CARLE EDWARD & DEBRA Total Fees: 217.50 Address: 5847 12TH ST Amount Paid: 217.50 ZEPHYRHILLS, FL. 33542 Date Paid: 3/28/2019 Phone: (813)469-9236 Work Desc: REPLACE 10 WINDOWS AND SLIDER S/S CONTRACTORS APPLICATION FEES NEW SOUTH WINDOW SOLUTIONS, LLC BUILDING FEE 217.50 Ins ections Required FOOTER 2ND ROUGH PLUMB misc - INSULATIONCEILING 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. TRAdTOR SIGNATURE PERMIT OFFI R 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-813-760-0021 Building Department Q�r Date Received —� Phone Contact for Permitting I I I e I I Owner's Name CARLE EDWARD D&DEBRA S Owner Phone Number 813469-8068 5847 12TH ST,ZEPHYRHILLS FL 33542-3737 Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5847 12TH ST,ZEPHYRHILLS FL 33542-3737 LOT# SUBDIVISION i PARCEL ID# 11-26-21-0010-03700-0010 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR B REPAIRT = SIGN = = DEMOLISH e PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK REMOVE AND REPLACE SAME SIZE WINDOW 10,SLIDING GLASS DOOR 1 BUILDING SIZE SQ FOOTAGE= HEIGHT Tr"rTIT ITf-ITITrI"r'T� ITITT BUILDING $' 20.945 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W E.C. - =PLUMBING =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION /T �OCI - D =GAS = ROOFING 0 SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 3 (V/V)` J"ul' "`-✓�✓v✓v . . .... .... . . . .... ...r .... . ...r .... .... . .... . ..... .... . .... ...r...r......�...r....r� BUILDER •1CO PANY• •NEWSOUTH WINDOW SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N Address 1 10741 Ilk""""COMMERCE BLVD,TAMPA 33610 License# CRC1330822 ELECTRICIAN COMPANY SIGNATURE F REGISTERED I Y/ N FEE CURREN Y/N Address F License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LILN J / Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIA 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,Storrmwater 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 Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Constriction 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. DirectiD i rE.U.ion s:.�Fd " � -�L-i�F�-4-4-�4-I�4i.L-i�L-1-6-Ft�4.1-FI--�4i-i•bi-t-��I-hl-��1�1-�1-b-4-[•-a¢-1--�1-��1�6-d�-4. Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A(C upgrades over$7600) 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(Ptot/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,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.Jlf 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 QbMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGEN CONTRACTO S spri ed a d o (or affi d efore met) Subscribed a swo (or rm )�b`ore me this Who i ar pe onally kn�me or as/have produced Who is/are personally known to me or has/have produced as identification. as identification. �� ��LNotary Public Notary Public Commission No. Commission No. Name f Nota ed,printed Name of Notary typed,printed or stamped Aw • I�t L. PIKER': MY COMMISSION 9 FF950697 -�7EXPIRES January 14.2020 00713980'53 FloodallotaiyServwe.com City ofit: 'Us BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: 3- L7 Site: �8 Permit Type: for, q&e&) &D lace,ljk4u Approved w/no,comments:0 Approved w/the below comments: Denied w/the below comments: ❑ we'd (ffi halgl�Ll'tl This comment sheet sh be kept with the permit and/or plans. MAR i !z gain ica—lvin-S 'tzer Plans Examiner to QvA actor or Homeowner A( P'VReaquir2whein comments are present) INSTR#2019034457 OR BK 9866 PG 583 Page 1 of 1 03/01/2019 12:46 PM Rcpt:2032828 Rec: 10.00 DS:0.00 IT:0.00 PauCa S. O'NeiC PfLD., Pasco County Cterk&ComptroCCer Po"Ift pared MNo i,ak .024Mm.mfo MMM AF MAHE NCOIEN! Sbbd FLORID► Caabd PASCO TM WIDEROMED hobbyduierdfa641bPmwnVdVMbemdebarWo fad pepftendtoeamdrfavAhCheprar713,FboddeSM AU afe 0bdbmu5mMPfortledbMAhG odcannrramrft 1. L"CrIpa f d prapeny:pow-1 0 H No, 11,Z611 OOt00a100 0010 8ftdA 11847UTHQr 2 GwwdDn2a%4Mndbffpo vwd RELOM AND REPLACESMEMMWIYDOWSANUMDOOM 3. Dow'MffefafbnarL,equpffemowffMLmw>.00ntaeidforfh bowwfwft CAM EDIAWARD D i OEM 6dlT t21H 7 t ZEPHYRNILLB FL Addeo My (ible GMera#bpmpm* . OVAMM Q1dLTaerd them DrsOaad etb0�r) 4. Caebrw IEThfbOOf VS DWY-aALAUELOCHBMN f DAMOSSICADS C6LO>ERCE BL1D TAWA FL Adam &ate CnnbvcW*TdevhmHw 113452& 10 fi StffffpF NNW AM= Coy am Anwfmdilafnt 14 Td*wm ML; e. Lady. 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OW anbr6eldwlwn wdwmetoo P.wfryKrwrfpQH � Nttefy8lprbreL Type d IdwMcdfon Pmduo.d 0/?' 40 r Nn IP" maw �l Pamays Goodman.11 VNOTARY PUBLIC STATE OF FLORIDA Comm#GG276910 , . Expires 11/14/2022 L STATE OF FLORIDA, COUNTY OF PASCO �o THIS IS TO CERTIFY THAT THE FOREGOING IS A ° U.,v, ri,r; TRUE AND CORRECT COPY OF THE DOCUMENT toyoot^Nc 7YttSf ON FILE OR.O�'A tk�?ldF3I.IC._. -. ...RD,IN THI&OFFICE WITNESS MYND VD 0 FIC�I^AtLnSEALTHISf� $ r' DAY OF S 2 �I`'1 y .. '?a*°'..q_ PAULA S.Q' •iL,CL RK&COMPTROLLER �' 0 if(�` ��� BY DEPUTY CLERK m a • 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: S) 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) All windows to wall connections shall be left visible for inspection. 7) All labeling and stickers shall remain on windows until final.inspection. 8) No work shall start without permit first: J ' 28 14 FSP 12 12 28 8 m 32 270- G E�9 12 4 4 24 22 zo Notes: 11,818111111im Not= NewSouth A-DA 74 ,,5ts Ile' J (ENN&OVoturioNs Window Specification and Detail Pursuant to Contract with Now$oulh Window Solutions Customer 3 First Floor Address: city: Zip: Phone:(Hr_ (C) (W)— FrW Contract Date: A9,11'ReTly F toryRep.: 76;P � Frames Screens I Ins Gr(d 0 ns CustomerApproval- �opp (Vox 19 VVIN Location S44e color (WxH) (Wx EXTANT Sofas Measure Opening Size Make Size I I .4 Additional Information— -11—V -2q x x 2 L -5"C7 x 0 X-3-) x bx 0 3 15e-z> x X3-) x n 4 x x 3) x IK a ep e,70 icc D- -57 x 6 ,nNIX 3? x -x 346 x I I 6. x x qAf Z17"h :X- x 0 7 x 1.3A� x V Y,.1 366 3,'rZy x I ;?C- xn -36 x-3 5 x Z2 X x-2 %r 242 x A 06(v x 0�- 0 x x x x 13 x x x 14 x x x is x x x 16 x x x 17 x x x Is x x x Is x x x 90 x x x Florida Building Code Online Page I of 5 >. a a t s SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Stall BCIS Site Map'' Links Search db 'or Product Approval USER:Public User Product_Approval Menu>PrO(Juct or Application Search>Application Us >Application Detail FL FL16842-R4 Application Type geviIftsion—., ALL WORK SHALL r,01/!r`�3„V�I/1-rH P Code Version 201 COdF s FLORIDA aI�ILts�I�� ®®E ��/AIUNG Application Status Approved•�-�..�=�- NATIONAL ELECT RIC CODE, o AND'F ie CITY 0W ZEPHYRHILLS Comments ORDINANCES' Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair blvd tampa,FL E 33610 �� �� p-) MAR i ..3 2019 (513)284-0129 r� danochstein@newsouthwindow.com CITY or-ZePHyr, Authorized Signature Vivian Wright PLANS EXA,�A,�f Y� rickw@rwbldgconsultants.com iVH"� P'S Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontaiider`� 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 Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL16842 R4 C01 (r1 Certlfcatg of Independence.odf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2005 AAMA/WDMA/CSA101/I.S.2/A440 .2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2005 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By bttps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV... 1/24/2018 Florida Building Code Online Page 2 of 5 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/11/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/23/2017 Date Approved 12/12/2017 Summary of Products Go to Page ® 0 Page 1/2 1' d FL# Model,Number or Name Description 16842.1 a,Series 9000 Model 9500 Slider Extruded Vinyl"Non-Impact"Horizontal Sliding Window XO utilizing a Nail Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FLifj842 R4 [I inss_26842.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16842.1 for Design Pressure Ratings,any FL16842 R4 AE (b)Eva[ 16842.1.udf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 16842.2 b,Series 9000 Model 9500 Slider Extruded Vinyl"Non-Impact"Horizontal Sliding Window with XO Flange Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R4 II fb)Ins t 16842.2.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F,Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16842.2 for Design Pressure Ratings,any FL16842_R4 AE (b)Ev_al-1_6842.2.u�1f additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars: 16842.3 ICX.O Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a -Impact Rated Nail Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R4 II (b)_jg5 jfi 42.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16842.3 for Design Pressure Ratings,any FL16842 R4 AE (b)Eva[ 16842.3.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.4 d.Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window with XO-Impact Rated Flange Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FLIGS42 R4 II (b)Inst 16842.4-0f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 16842.4 for Design Pressure Ratings,any FL16842 R4 AE fbl Eva]16842.4-odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars, 16842.5 e,Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a XO-Impact Rated-HVHZ Nail Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16842 R4 II fb)Inst 16842.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16842.5 for Design Pressure Ratings,any FL16842 R4 AE (b)Eval 16842.5.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars.- --�- -�_-- ---- - n_ 6842. —77 E.-Series'4000 Mode1.9550-Slider__ ExtrudedY.iriyl-"[mpact'-Horizorttal;SlidingtWindow with r` XO�==lmpact'Rated= _HVHZ,-�: _�-Flange Installation-(XO or,O)Cconfigurations},� https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV... l/24/2018 , Florida Building Code Online Page 3 of 5 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16842 R4 II (b)Inst 16842.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16842.6 for Design Pressure Ratings,any FL16842 R4 AE (b)Eval 16842.6.1)df additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 16842.7 g.Series 9000 Model 9500-3 Slider Extruded Vinyl"Non-Impact"Horizontal Sliding Window XOX utilizing a Nail Fin Installation(XOX,configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R4 II (b)Inst 16842.7.12df 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 16642.7 for Design Pressure Ratings,any FL16842 R4 AE fb)Eval 16842.7.pdf additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 16842.8 h.Series 9000 Model 9500-3 Slider Extruded Vinyl"Non-Impact"Horizontal Sliding Window with XOX Flange Installation(XOX,configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842_R4 II b Inst 1 842.S.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant.No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16842.8 for Design Pressure Ratings,any E1S@42 R4 AE (b]Eyal 16 42.8-P additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.9 i.Series 9000 Model 9550-3 Slider Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a XOX-Impact Rated Nail Fin Installation(XOX,configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R4 II (b)Inst 16842.9.i)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16842.9 for Design Pressure Ratings,any FL16Q42._R4 AE_¢LEv�iI �,42-& additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.10 j.Series 9000 Model 9550-3 Slider Extruded Vinyl"Impact"Horizontal Sliding Window with XOX-Impact Rated Flange Installation(XOX,configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R4 II (b)Inst 16842 10 pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16842.10 for Design Pressure Ratings, FL16842 R4 AE (b)Eval 16842.10.0f any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.11 k.Series 9000 Model 9550-3 Slider Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a XOX-Impact Rated-HVHZ Nail Fin Installation(XOX,configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16842 R4 11 (b)Inst 16842.11.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16842.11 for.Design Pressure Ratings, FL16942 R4 AE (b)Eval 16842.11.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.12 I.Series 9000 Model 9500-3 Slider Extruded Vinyl"Impact"Horizontal Sliding Window with XOX-Impact Rated-HVHZ Flange Installation(XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16842 R4 II (b)Inst 16842.12.12df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16842.12 for Design Pressure Ratings, FL16842 R4 AE (b Eval 16842.12.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.13 m.DuraGard Slider XX Extruded Vinyl"Non-Impact"Horizontal Sliding Window utilizing a Nail Fin Installation(XX,configuration) https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdv... 1/24/2018 NewSouth -z LCINDOWSOLUTIONS15 $* rmM 4901 Oaklatr Ivd.,T(Impa,FL 33610 �'r'rr r n% 75"MAX.OVERALL FLANGE WIDTH----------- ^ a ' li z 0-4 74'MAX OVERALL FRAME WIDTH ------ cQi E g 9 Series 9000 Model 9550 5, g ay SLIDER XO —^ - -_--- n a. �y r � 3 IMPACT RATED - HVHZ w/Flange i W N GENERAL NOTES m rS i F w 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida a i $ i Ad Building Code(FBC)structural requirements Including the'High Velocity Hurricane Zone" 8 2. Product.anchors sholl be as listed and spaced as shown on details.Anchor embedment to ^ $ 4 Ebase material shall be beyond wall dressing or stucco. a Vi 3. When used in the"HVHr this product complies with Section 1626 of the Florida Building Code > m 3 and does not require an Impact resistant covering- _ 4. When used h areas outside of the 9iVHT'requiring wind borne debris protection this product a �I � �Gu g complies with FBC Sections 16DP.1.2&R3D1.2.1.2 and does not require on impact resistant ;;--I! N covering.This product meets missile level Vend includes Wind Zone 4 as dellned In ASTM -- $ 5 El996 and FBC Sections 16M.1.2.2&R3012.1.2.1. W= z N 5. For 2x stud Earning construction,anchoring of these units shag be the some as that shown for e�ci� W 2u buck masonry construction. o Q�c o W � ti 6. Site conditions that deviate from the details of this drawing require further engineering analysis 819 by a licensed engineer or registered architect. u 7. This product meets water infiltration requirements for"HVHZ". ry b�NlW- f i TABLE OF CONTENT a a ry u a. hlAX0VE"U MU...OVF.RAU MAX MAX.. 17ESIGNIREME Z c TNEETI DESCRfPf10N DAY LF DAYLITE GLASS. •n ry FLANGE FRAME DIAMU N DIMENSIOk 1 Typical elevations,design pressures&general motes TYPE' F 2 Vertical&hodudoll cross sections >a!MENsIO!V' DrMEiAroN'. RA4lk7,.:. ..:{FIXED). ►OS. NEG. k"`- E N.T.S. 9 3 Vertical&horbvdal cross sections 7sAr'x 64.W 740 x 63.0' 33,57 x 57.31" 332r x 5&W 01,02 +55 4 -60 0 DW BEgo ' JK m 4 Buck&frame anchoring 6 Bill o materials and glazing details Note:Thus product.when used with Gl glaring,Is not approved for use above 30 feet In the"HVHZ'. NOTE:Sheet Metal Screws must penetrate a 4,0 K min.of 3 threads through of least 2 sheels of imetal(maintain a min.3/6'edge distance). zDzu e • • m Gl G2 . 8 94oa 4 D � � N m 0: g � 2 v € D= . F B 3a C $ 2 n 2y Note: L5 17 SEE NOTE 3 N2 1.Lock and keeper located T'from 2 pq $ IV c each end of lock/meefing stile. 0In zy 2.Metal roller assembly located T from each and of the bottom rail. 4 HORIZONTAL CROSS SECTION Gl 5 z 2 MetatStudCors>rucfion y 3.MtM secured to head with & G2 (6)46 x 1/2'PPH SMS. E 0 3 0 EXTERIOR INTERIOR & 1-1/4'MU1. EMB.(TYP.) A G2 G1 B oa 3 JD-Am- 2/ z m C C 2 15 T x • INTERIOR 8 TOT F 13 d p 18 SR 10 G1 G2 y SEE NOTE 1 11 7 p Illf 14 �NOTE2 N_ J g 12 0 1 16 $w GI G2 s o F $ a iS 9 • • D 3 D1 • Zn E a6 Dt9/14 1-1/4"MIN. i N.T.S. 9 D 1 2 EXTERIOR ` EMB.(TYP.) me.BY.. JK m E L 1 nowoMAL CROSS SECTION 2 ORUONTAL CROSS SECTION 3 R" N VERTICAL CROSS SECTION B LFs a 2 2X Buck Mosonry Construction $ 1 X Beck Masonry Construction 2 2X Buck Masonry Construction F ' + o —T6842.6 c !] - sKu OF 6 0 d rr NOTE Sheet Metal Screws must penetrate o '�� in K rdn.of 3 threads through at least 2 sheets of metal(maintain o ruin.3Ar edge distance). —40 T ai P3 3 X 3 E n.. zz_$�0 • • v Ls d ed G1G2 � 7 'mdu`� 4 D 4 . L C 3 2 zy c Note:.Lock end keeper located Thom 3 17 SEE NOtE 3 r a each end of lock/meeting s9e. 2 'o i x N 2.Metalroterassembly located 2 ham 4 HORIZONTAL CROSS SECTION M" each and of the bottom mi. 3 Metal Stud Construction Cs1 S g 3.Antiitt secured to head with G2 1 (6)#6 x 1/2•PPH SMS. E o ALTERNATE ANCHORING LOCATION EXTERIOR INTERIOR INTERIOR gl g 1-1/4 MIN. SHOWN ON THIS SHEET a EMB.(TYP.) A 4 > In m 9 6 G2 G1 3 3 6 _ C INTERIOR C 2 16z^� g e n . B L 13 o IB n $N 10 G1 G2 r SEE NOTE 1 11 7 n - w ao° w O • U D 14 SEE NOTE 2 c�+ F v_r 12 b��1 n Q is 1 16 o�Oo 8 G1 G2 C . • W N Q ° •v L LL 3 • D n o,2 ,n Gl D • • ° • B NN••N a h • �O , . •• •• • mp^ 6 1 • ° 0 a E uuE: 2 19/14 . 2 9 EXTERIOR z sour: N.T.S. T FMB.(IYP.) w¢BY: JK S E m auc rn: LFS 3 �1 HORIZONTAL CROSS SECTION 2l HORIZONTAL CROSS SECTION VERTICAL CROSS SECTfO� _ rc 3 2X Buck Mas M Comhuctlon 3 1X Buck Masonry Construction 3 2X Buck Masonry Coruhucfion r FL-16842.6 c N .i• sxErr ] Of 6 p 9 A y 133-S / pWm � 9'Z4991-1d Jam'�'a.19'a�uW�paa.l'Ja7aDJaCpa•g/S wnu�uMun�•1 . a .•an x+rvuo . 's3LON asuM3nos E S.D '1a .f J .►/t•l XL NOOVVIM 313 nS 1'N �7ngs O i S/L•L \ W1 ENO VL n i! 6t/Z ym 7ON?NV ,39Q3. .. 1N3Nrd3iY1f3.. 31JS ;.3dA/.. a Z :W3�YfQYOl A►NO"QL N}W NON7Nr: ilOH7NY. a 'A 3JNViIV3i7'NIW 33AlVYV37J•NJw. z :aJ9 Of P0411C aq AOLU•f 'PLotm caJaw pucwluD.il31tao NOLw-vo 04 eVtantuealAa,LnDaUPI— tr«t�aa wauua�l�+aS1PPa'9WafAt�ai++w a�ua}gp A�'�a41 a�uoal m al PwwgPa a9 Wti+JMN33 NO WM-Pwa-NO3 l laq�090JOWO.Z a N N o v Iv1Na11oy—of a aGpa _ a Ww aw uwlu®w w Pwf a aG Aow awns MID a1a Ja�al3oVaaa e7aa+aO ! a TOR :gloN xal�r1r313ttxto� i;o �C3 y0 2 N � o p>a o No 9NIYOH7NY 3Yf17N - 'JNI7LOLIaNY lUna Xi +dad O03 p� n Y C')z "� Rr m i `ONM3d0 _ ,ll1NOSVW VNIAbNOS/ri m CULLS MIS � x�ne xsna ons xz xOnax! a ansxt N y x)naxz i awvad Z� 3 `� 'dAl Q L 1 I )c x a n I'dA1),Zl FJ L , o m z ,` tll fill,,��' NAl) Idl►Ul ---1 I'dAil.► '1LiClianhkNew South Windows PERMANENTIA-F4ortda Product A s1FL•16s42 Hnrimntti StW t•Dt P416842 17 F1-1619U.64ng,5.6 JL4 3.29" 3 a Q I _ N 0 x �e �1.247 _ } I V 0.2C r46* 467 y �O. GO.21' Os" 6 � 0.0e o Y ry0 1.2r 4" ^3 �0.9 � 0.94" tor T O.OrO L � f 1.4r �.%` OMber 08.2017 PRODUCT. panumento Pnp*Md 11)" " K P7. NawSoUth Lyndon F. Schmidt 00 p.!.;.u..�...''�•• 4 4 22 !T UPDATE TQ 67N ED. 2Di7 f'BC JK P.E. No-13109 !J'0 3 9 26 IS ADDED T.ANCHOR LOCA710N tF5 'rrtltltttttl Of 2 ��f!HU6.DIN0 CONSULTANTS. INC. o y 2 12 17 15 REV15E MODEL NAM ADD CLAZ JK PART OR ASSEMBLY. YY p•o.,box 230,Volrleo. FL JSSo3 N 7C t/I 1 6 25 13 UPDATE TO 5TH ED. 2014 FBC LFS YY Phones No.: Ot3.6Sti.9197 °f c N a N DATE— Y COMPONENTS SIGNS .FBPE CJL No.9813 O 7,4,A R.W.Nu".—Co...—.T.Iwc. BILL OF MATERIALS REAL/ OMWPON MA1FM1 '••, � n B 2X BUCK(SG>=0,55J WOOD =i C 1/4"MAX.SHIM SPACE D IX X 2-3/4•PFH ELCO OR TIW CONCRETE SCREW STEEL N+ o P E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE Ivi �'•.., 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ����� •N`� i o 0 0 F #10X7PPH SMS(I-1/4"MIN.EMBEDMENT] STEEL �11111« on z ON•. J STEEL STUD Min.Thk.GU' JASTM A653 GRADE 33 Fy-33 W min.,Fum45 ksi min.} STEEL K #10 PPH SELF DRILLING SMS STEEL Ri E Z m w L #10 X 2'PPH SMS(1-1/2 MIN.EMBEDMENT) STEEL N A -n a 1 EXTRUDED VINYL FRAME(439J• RIGID PVC GLASS BITE7/8'OA.GLASS INK. a •♦; 2 EXTRUDED VINYL GLAZING BEAD(736A)• RIGID PVC o z 3 EXTRUDED VINYL GLAZING BEAD(425A)• RIGID PVC GLAZING SEALANT 4 BOTTOM RAIL(424B)• RIGID PVC (SIKAFTDf-552J 3a 1 fir ANNEALED GLASS 5 TOP RAIL(478)• RIGID PVC 6 MEETING STILE(477)• RIGID PVC 7 LOCK STILE(476)1 RIGID PVC I IMF-- 0.090'SAFLIX6 PVB INTERLAYER �3 8 HANDLE STILE(4758)• RIGID PVC s to 9 MEETING STILE REINFORCEMENT 6063-TSALUM I/B•ANNEALED GLASS o � 10 LOCK STILE REINFORCEMENT 6063-TS ALUM AIRSPACE N z 11 SASH LOCK I ff ANNEALED GLASS 2 _ 12 KEEPER O Q : 13 HANDLE STILE REINFORCEMENT 6063-T5 ALUM METAL RENFORCED BUTYL c m d' 14 ROLLER(TRUTH#2433-10001 of Not approved for use above 30 feet in the"HVHT'. 15 SILL RISER 6063-T5 ALUM a a 16 ROLLER TRACK 6063-T5 ALUM Gl GLALNG DETAQ a 17 AWTI-UFT ALUMINUM 6063-T5 ALUM 18 1 BOTTOM RAIL REINFORCEMENT 6063-T5 ALUM 20 1 WEATHERSTRIP(.18r X.29LTJ c z s n pU •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY 5/8•' Hag n EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. GLASS BITE 7/9'OA.GLASS THK q W L1 z 0 GLA21NGSEALANT =Z w Ln (SIKAFLEX-552) I/8"ANNEALED GLASS p ✓?i via 0.090'SAFLIX®PVB INTERLAYETt n own o a I ff ANNEALED GLASS r i 3 AIR SPACE n H o = g q N b a gg 1/8'TEMPERED GLASS z -na—z o METAL REINFORCED BUM DATE- 2119114 i s' N.T.S. GlALNG DETAIL M.er: JK ro G2 CHL err.. LFS ; ' oiuxiw no. a a FL-16842.6 u •' n sH[a 6 as 6 p R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate ofAulhori:aiion No.9813 Product Sub Category Manufacturer Product Name Category NewSouth Window Solutions Sertes 9000 Model 9550 Slider XO Windows Horizontal Slider 4901 Oak Fair Blvd Impact Rated-HVHZ Tampa,FL 33610 w/Flange 813 626-6000 Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for NewSouth Window Solutions,based on Rule Chapter No.61G20-3,Method 1D of the State of Florida Product Approval, Dept.of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)including the"High . Velocity Hurricane Zone"(HVHZ). 2. Product arichars 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 the"HVHZ",this product complies with Section 1826 of the FBC and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection,this product complies with Section 1609.1.2.2& R301.2.1.2.1.of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM.E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-16842.E require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for"HVHT'. 8. See drawing FL-16842.E for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 02031488 TAS 201,202,203-94 Testing Evaluation Lab. William B.Shelton,P.E. TEL 02031489 TAS 201,202,203-94 Testing Evaluation Lab. William S.Shelton,P.E. TEL 02031566 TAS 201.202,203-94 Testing Evaluation Lab. William B.Shelton,P.E. 2. Miami Dade NOA Materials Testing 17-0712.04 Saflexo PVB Interlayer(Eastman Chemical Co.) 3. Drawing No, Prepared by Signed&Seated by No:FL-16842.6 RW Building Consultants,Inc.(CA#9813) ,'t►��<<eH 4i, Lyndon F.Schmidt,P.E. F,S MIS �,� 4. Calculations Prepared by �a� �;:•�G E S •.�. �� Sinned&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) �,Z Lyn n F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. t No 43409 ;• 5. Quality Assurance Certificate of Participation issued by.National Accreditation and STATE OF :�` Lyndon F.Schmidt,P.E. Management Institute,certifying that NewSouth Window Solutions is. p�...Al = FL PE No.43409 manufacturing products within a quality assurance program that complies 0,. �. •,t p R 1 d,:����� 10/12/2017 with ISO/IEC 17020 and Guide 63. Sheet 1 of 1 -i���'�'�ON eCa$����� Page 1 of 3 f. � W�"av���b1 Y''�`.�u.,q:{.(a'�, yp-�.'t.):'.�q _, ',^,,�,7.� �,;!/"♦� h .`4 I BCIS Home i Log In User Registration i Hot Topics Submit Surcharge i Stats&Facts Publications i Contact Us i BCIS Site Map Links Search i db a r ��� Product Approval {rat"'" USER: Public User Product Approval Menu>Product or Application Search>Application List>Application Detail E'Ra =�-"a'=�=';�-J FL# , :. F120838=11211 Application TypeAffir`mation Code Version 20f7�' Application Status Approe Comments Archived O 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 Say Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 �jlla'tthhrop@cws.cc Category -Exteerri=Eioo.rs L—___fi Subcategory Sliding-Exterior Door Assemmbiies�— Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE 0 Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E 1886 2005 ASTM E 1996 2009 TAS 201/202/203 1994 Equivalence of Product Standards Certified By WJI 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. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtbxPgODTr%2b... 2/25/19 Page 2 of 3 Documentation from approved Evaluation or Validation Entity C7Yes ONo t_,N/A FL20838 R2 COC 6thEdFBC-FL20838.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 20838.1 SGD 8800 Sliding Glass Door 8800 Series -4'X & Panels Limits of Use Certification Agency Certificate Approved.for use in HVHZ: Yes FL20838 R2 C CAC 138-1394CAR.Ddf Approved for use outside HVHZ: Yes FL20838 R2 C CAC 138-139 SCAR.odf Impact Resistant: Yes FL20838 R2 C CAC 138-1397CAR.pdf Design Pressure: N/A FL20838 R2 C CAC 138-1398CAR.pdf Other: Impact vinyl sliding glass door with light reinforcement, FL20838 R2 C CAC 138-569CAR.pdf standard sill riser, and annealed laminated glass to+/-DP50. FL20838 R2 C CAC 138-570CAR.pdf Design pressure +/-65 with light reinforcement, standard sill Quality Assurance Contract Expiration Date r riser, &heat strengthened laminated glass. 04/18/2020 Installation Instructions FL20838 R2 II CWS-1150-Rl.pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 R2 AE EvalReport1150-R1.pdf Created by Independent Third Party: Yes 2Q838.w2s° _ S13D.88.00 _ Sliding Glass-.Door,880QSers ;SX8 ,Panels��;', Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL20838 R2 C CAC 138-1601CAR.Ddf Approved forr use outside HVHZ:Yes FL20838 R2 C CAC 138-1602CAR.pdf Impact Resistant: Yes FL20838 R2 C CAC 138-571CAR.pdf Design Pressure: +80/-80 Quality Assurance Contract Expiration Date Other: Impact vinyl sliding glass door with heavy reinforcement 04/22/2020 and high sill riser to+/-DP80. Installation Instructions FL20838 R2 II CWS-1151-Rl.pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 R2 AE EvalReport1151-R1pdf Created by Independent Third Party: Yes 20838.3 SGD 8800 Sliding Glass Door 8800 Series-4'X 10' Panels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL20838 R2 C CAC 138-1610CAR.Ddf Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1611CAR.pdf Impact Resistant: Yes FL20838 R2 C CAC 138-573CAR.od1f Design Pressure: +65/-65 Quality Assurance Contract Expiration Date Other: Impact vinyl sliding glass door with heavy reinforcement 05/11/2020 and standard sill riser to +/-DP65, Installation Instructions FL20838 R2 II CWS-1152-RI.pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 R2 AE EvalReport1152-R1.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 emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to https://www.floridabuil ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtbxPgODTr%2b... 2/25/19 GENERAL NOTES: SLIDING GLASS DOOR-LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING 1900 SW 44TH AVE CODE(FBCL CURRENT EDITION AND IS RATED FOR USE IN THE OCALA,FLORIDA 34474 HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WWW.CwS.CC WIND ZONE 4 MISSILE.LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 8800 PVC 233J"4 PANEL WIDTH' 2.GLAZING OPTIONS:(SEE SHEET 3) SLIDING GLASS 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT DOOR-IMPACT LIMITED TO: A POCKET :xo-.-ox.,-xv,-OXO-'-xxx-.-OXXO-.-XXw' MAX.PAN EL WIDTH —] PX".PXXXXXXXXFI 2TRACK,3TRACK.4TRACK 4.DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSUR E M In AND GLASS TABLES ASTM F-131MI*52� .1111 GLASS DLO i _POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, 0 z 95' WATER INFILTRATION TEST PRESSURE AND GLASS TABLES z 0 MAX. B B ASTM E_1300_04. cc !Q UNIT Z> HEIGHT 0 w B"I 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN o' 938 I USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS ID-11 aM x FOR ANCHOR DETAILS,WINDLOAD DURATION FACTOR Cd=1.6 If PANEL 8d�i ( WAS USED FOR WOOD ANCHOR CALCULATIONS. HEIGHT w PRODUCT APPROVED FOR IMPACT USE.SHUTTERS ARE NOT a GLASS REQUIRED. 1 177 M-oz DLO I T.ALL FRAMES ARE PROCESSED AND SCREWED oo...4�...... TOGETHER.VENTS ARE PROCESSED AND THERMAL WELDED Is,TG GETHER. Lit N. 18201 B.SERIES I MODEL DESIGNATION SGD-8800. 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:X-OPERABLE SASH,0 m FIXED SASH,P=POCKETIHOOKSTF WD A tjp STATE OF 'Z "'�, 11 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A ' ..........'**C? SIMILAR LOCATION. 11.WEEP SLOTS=:112'x VLOCATED @ BOTH ENDS. 11121/2016 Lucas A. LUCAS A.TURNER,P.E. FL E#58201 Turner 1239 JPABARA AVE. 2016-11-21 NORTH PORT,FL 34289 10:37+19:00 PW 941.380-1574 SHEET DE HIPLION' TABLE OF CONTENTS GENERAL NOTES'AND GENERAL NOTES&ELEVATIONS I ELEVATIONS SECTION VIEWS;i&i�som&GLAZING DESIGN PRESSURE Al EXTRUSIONS ...................._-5 I MAX.PANEL SIZE RATING IMPACT RATING 05/1611 TRACK WIDTHS ........................ I I U.Ga HEv: ANCHOR SCHEDULE&NOTES__J 60-15/16"x 93-3/8" +1-80 PSF I LARGE MISSILE] cWS-1151 I ANCHOR PATTERNS_ __B-9 INSTALLATION DETAILS... 10-11 '(4)PANELS SHOWN;HVHZ LIMITED TO MAX.(9)PANELS.OUTSIDE HVHZ,UNLIMITED NUMBER s SHEET OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. 1:30 1 OF 11 6 41 28 Wlf[iAY(YU// 11 40 WINDOW SY57Q75 37 35 14 37 n 1900 SW 44TH AVE'. 12 6d OCALA,FLORIDA 34474 60 36 WWW.CWS.CC 14 10 0 39 29 28 56 23 8800 PVC © 0 0 37 74 SLIDING GLASS �a 39 DOOR-IMPACT 30 d 19,20,21,58 37 6 14 m 33 16 19,20,21,58 12 37 14 O N 36 SECTION VIEW B-B 6 Z Z 13 O 0 N 68 39 U Z w a ® ® o SE 6 0 O to O W Q O 12 0 Z 54,55 j T 11ryr 36 59 13 `Ad5 p1'10REtt• . `.J. N. 582Dt 5s 16 - © -♦• ♦ •k� STATE OF .•41S 22 36 �OTFf O R I2P.:O`\=�: FIXED PANEL , NA��N•```` 33 ATTACHMENT o x 36 11l21I2016 32 17 18 LUCAS A.TURNER,P.E. 8 FL PE#58201 ' 23 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 63 Q ® ® 9 ® ® ® 9 O O O SHEET DESCRIPTION U u 3 ® ❑❑ ❑® ��� ❑� ❑�® SECTION VIEWS 39 27 67 ALTERNATE SILL RISER VIEW ALTERNATE SILL RISER VIEW U— DAIL: SECTION VIEW A-A LIMITED TO+65 NO SILL RISER LIMITED TO+80 05/16/16 NOTES: IT—. 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 CWS-1151 1 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 2OF 11 i ITEM PART# DESCRIPTION PARTS LIST VENDOR MATERIAL PARTS LIST 1 GLASS SEE TMS SHEET ITEM PART# DESCRIPTION VENDOR M4TERIAL 2 H-6161 2-Track Sip 51 S-2058 Screen,3-Track Bill Ke rmrk Wurtenum 3 1+6163 3Track Sip Vision PVC 52 6-2059 Screen,Sna Cover N7NDCIW SYST@iS Yson PVC 53 52070 Screen Interock Ke mark Aluminum 4 F+6165 4Track Bitl Profile Alunnum 190D SW 44TH AVE. 5 K6760 2•Track FieadlJamb Vision PVC 54 P-5477 Block,Anti-Litt OCALA,FLORIDA 34474 Vision PVC 55 P-5559 Screw,914 x4°PH PN SMS tFatNW bn WWW.CWS.CC 6 F46t62 3Track tieadtJamb Vision PVC Fasknal $� ' 7 HF6164 4-Track Head/Jamb S6 P-4269 Screw,#8 x l"PH PN Tek Fasfenal Steel 8 52064 Roller Track Insen vision PVC S7 0.3556 Scrow,#8 x 2.S PN FL Tek FasNnal Steel 11 8800 PVC 9 S6i71 Cover,Si(1 Track K mark Aluminum 58 p-0962 Screw,#8 x 3"PH FL Tek Vision PVC 59 P-5565 Screw,#12 X 1 Fastenat Sleet 25 SLIDING GLASS 1/2'PH PN SMS 10 5-6169 Cofer,(nterfock Faanal Sled FRAME CORNERS DOOR IMPACT 71 56172 Cover,Eaernal ReinforcemenUP•Fbok VyOn PVC 60 P-5566 Screw,#72 x 2 S/2"PH PN SMS Vision PVC Faslenal Steel MECHANICALLY FASTENED t2 56175 Track Filler,Frame 61 P-3609 Panel S Parker Seals Rubber 1:8 Vision 73 FFSs66 Panel S5leJRait Vision PVC 62 P-4291 Panel S(o Housi M 8 M bn 14 PVC H-B16B Interlock,Sna On 63 P-5479 Foam Bock, n CeO,0,844"x0,531"x 1" Lamntek °rW- 15 F+6167 AsU al vision PVC 84 P-S492 Gasket Frame Assemb ,2-Track Vision PVC Lalrgfek B i 4 16 F�6770 paa Bead,I,G;7" 65 P-5493 Gasket Frame Asse ,a-Track tarretek B i 17 FF2060 S O J4ser,Z875" Vision PVC 66 P-5494 Gasket Frame Assercb ,4Track N K mark Aturrrnum Lamalek I m m 18 FF2062 Sip Wser,4,062" 67 P-0659 pust Plu,1'xJ'x3"x0.5" Ultrafab K mark Aluminum 68 A-0366 Dust PI .1"x 3'x 1" O ur 19 P-5517 Panel Gidde,Interlock Uth'afab Z O ZO P-5556 Su Channel.Sot Rai),Interlock Bear's Metal Aluminum 69 Screen.S ne Beats Metal Aluminum 7p Team Plastics Rubber to21 P-5511 Cover,Panel Guide.'Interlock Screen,Cloth m to 22 P-5516 Bracket Fixed Panel ' bn 71 Dumseat IG S er Beats Metal Aluminum Quanex Alum6 I d o 23 P-3300 Wts.,0280^x0.187"Back Fin,Black PANEL CORNERS W o. 24 P-3438 Backbeddin,Punect 3aie"if Hot Melt LAlratab THERMAL WELD w 4 HenkeUSika Silicone 25 f:a p P-3514 Screw,#10 x 2"Pn Comb Hd rn 26 0-3 Fastenaf Steel ¢o 55 Scr ew,#8 x 1"PH FL TEK-Roller AsrrVMorfise Lack Fastenal Steel 27 p-3752 liYa Ptu.0.500"Oia. 'OVERALL o 28 P-3789 Flandle Set with Thant Turn Progress Plastics ton 16-TEMPERED 2 29 P-3792 Kee Anrsbu ar Rrx♦o Prurrnrrrr Anresbu E°AIRSPACE `�y......F;p + 30 P-3793 M row,im Morose Lock AmnsOu 1+`GP,."G e S�,- '•� 31 P-4250 SCfeN,#l0 X2.5°PH PN SMS_Kee r HEAT STRENGTHENED 32 P-5287'Tandem Roller ,2 125 p1a Wheel Fastenal Steel rto 58201 :mP+? Amesbu J"LAMINATED f i 4Z 33 P-M38 Satan Blocks,0.090"x 0,875"x 1.0, ♦ _ 35 1+2068 Reinforce .Astr al Franke Lane rrem Rubber .090 SEP INTERLAYER K mark AJurninum STATE OF ,•ZU 36 57775 Reinforcerrem,Lock Stile/Rails :�%. 37 K2111 Reinforcement HD,Inlerklck Keyntark AktninLLm t6'HEAT STRENGTHENED �i+,�s•{OR•v O, �\ S2011 Reinfwcerrx;nt External.imertock Ke—k Aluminum +riryONAI-@Nw``�` 'Ke mark Alurninum }++rrnra+++39 S-2069 Frarre Jason.I.As3aticn Anchors 40 FI-2063 P•Fbok KeYrrurk Atuninum 16 41 S2C65 P-Hook Ada for Ke mark Ahminum 33 'GLASS 11f21f2016 K rnark Alurninum BITE 42 5-2048 Scram,Asir 4 r Aluminum LUCAS A.TURNER,P.E. 3 52050 Screen,t-irack Head K mak FL pE#58201 44 FF2051 Screen,7-Track Jamb Keynark Aturrinum 1239 JA8#68201 . K mark Alumnum 71 24 GLAZE.AS 52052 Screen.1-Track Stp NORTH PORT,FL 34288 46 S2053 Screen,2-Track Head K mark Atuminum PH.941-380.1574 47 S2054 Screen.2-Track Jamb Keynneir Ahminum 13 SH Er IT, 48 SZi155 Screen,2-Track SIR K mark Alurr'num BOM AND GLAZING44 52056 Screen,31rack Head K mark Alunnum r� I-, DETAIL 50 S2057 Screen,3-Track Jemb Ke rnark Aluminum _ K mark Aturrinum uA BLZ 05/76/16 CWS7151 1 s�rE SHEET . 1:2 30F 11, -4470 O 32 / TLig is "T16 7900 SW 44TH AVE. OCA LA FLORIDA A 34474JDO . .n 4 Wvv.CWS.CC 2-Track Sill 6161 - 4t1* ' 88OOPVC 1. , - 4R 16L6- SLIDING GLAS S L 60 3 DOOR-IMPACT Sill Rise,'2060 F-1E]QL-j— 6063-T6 12'0 a D GL— Cl SillRiser-2062 °s 3-T..k Sill-6163 Panel HeadISMStile-6166 Astragal-6167 P-Hook 2063 63-T6 6063 T6 k: Lo 0 1 0 2 > 000 [10 Ln a El -0 El W C I❑MOOD 4-Track,Sill-6165 T—Rainf-Ext-Interlock Saint.,Fnime-2069 -2071 6063-TS 6 41 005-TB < [--42*tl4 P-Hook Adaptor-2065 0 T- Lack Stil.-2086 6063-T6 '�% "S' 2-Track H.adfJab-6160 sk 2. Na 58201 T-- Ell - Hooksurp 6172 11 -_ 10 T L 'a STAT*E OF Cover,Interlock-6169 Reinf.,Lock Stile-1775 , 6005.T6 1;'.. —T 2 35 —F39 1 1121/2 01 6 - 3-Track Had/Jamb-6162 lJoll,Trail lose,�20. LUCAS A.TURNER.P.E. Cover,Sill Track-6171 6063-T5 Fl.PE It 58201 101" 239 1ABARA AVE, 2i� NORTH FORT,Fl.W89 13. PH,941_380-1574 11 11 6 14EB=alE 3 1 e _[ I EXTRUSIONS ;m 0 Feint-HD Interlock- 21 11 El=d 6005-T6 k cRA—y: D',iE,. 4-Track H.ad/Jamb-6164 T— BLZ 05/16/16 IG Glazing.Boad-6170 Reint.,Astragal-2068 u,*. REV, Track Filler-6175 6005-TO Cws-115.I I T- SHEET NOTE:ALL EXTRUSIONS ARE RIGID PVC UNLESS OTHERWISE NOTED. 1:2 40FI1 VVINDOWSYMEM 1— 1900 SW 44TH AVE. i Screen.1-Track Sill-2052 6 O W LA,FLORIDA L RI A 34474 Screen,1-Track Head-2050 CC O O O s 6- 8800 PVC a6 ��—a —n hl 48 SLIDING GLASS • 22 DOOR-IMPACT Screen,2-Track S?l.2055 L— Bracket,Fixed panel Screen,2-Track Head-2053 P-5516 m r 51 0 to 1-�_U O _Z 6- 6 Z Q Screen,3-Track Sill-2058 +s ¢ u) Screen,3-Track Head.2056 53 a" ¢O • 44 F4 2�- I III III �I II III III I I I e Q w i8• I 52 53 5'� 1H•.. i z L Screen,Snap Cover 2' Lifr Nyl d h a ��pNDRBIti•���� - � �' r'6' §" Block,Anto- r �- P-5477, on �v` v'?kS. Screen,1-Track Jamb-2051 $een,Interlock-2097— ' No 58201 ;p- Screea,Astragal-2048 <7 L. .11-'-" I. 19 p_ Screen,2-Track Jamb-2054 p J-- 11/21/2016 I I �1»� 20 n LUCAS A.TURNER,P.E. l O I III FL PE N 58201 I I I II I III 1239 JASARA AVE. t I I I I II III NORTH PORT.FL 34288 '18 PH.941.380-1574 so ® i 4' 2 p a s III .HEEI MSMPIION: �� .II I III 1B I!!I iI I Ill EXTRUSIONS Screen,3-Track Jamb-2057 II Q IIII BLZ 05/1612016 ¢ E NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. Panel Guide,Interlock-P-5517 SupportChannel,Bol CWS-1152 1 Rail-Interlock-P-5558 Cover,Interlock-Rainf, 8—' SHEET P-5511,Nylon 1:2 5 OF 11 �' e;5c' wl�srsre+s l�� 1900 SW 44TH AVE. www. FLORIDA 34474 W W W.CWS.CC 8800 PVC dm7o H:ez SLIDING GLASS H-20600DOOR-IMPACT llR-01 O❑❑❑0❑❑❑0� IIOC�❑❑O❑❑❑O❑❑❑O❑❑❑0� w 2T SIII w/Riser 3T Sill w/Riser 4T Sill w/Riser m o ed loe m m o m z o w z 8 a 0 W a w� �ooa❑o❑o❑oo � � � B � � �o 0 ow �o�❑❑°o❑❑❑°0❑❑0°00 �o 2T Sill wl 1T Screen 3T Sill w/lT Screen Z •`�PctOREI>,"�•p 12P 13' Vp5�iCEN3F Gqy -v No 53'241 - mt �9} STATE OF 9 �I U O O O O q�f S��NA4 110% 110❑❑❑0❑❑❑0❑❑❑O� UOC�❑❑O❑❑❑O❑❑❑0❑❑❑OCI ffff,-�ff•n•`•• 11i�i o 6 3T Sill wl 2T Screen 4T Sill 1T Screen LUCAS A.TURNER,P.E. FL PE p 58201 161e• 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION' TRACK WIDTHS -Nor. ATE: 0 o 0 O fl BLZ 05116/16 ���❑❑�❑❑❑O❑❑❑�❑❑0� DCWS-1151 REV.: 4T Sill w/3T Screen Ste' SHEET 12 6 OF 11 6 ANCHORS @ E P-HOOK MAX .PANEL-TYP ANCHORS WINDOW yryST@#S TYP. ryp, q• 3'EDGE OCALA,1900 44THDA 3 1--6'MAX TYP, i I I I TYP % I iri I j`. j I OF PANEL OCALA,FLORIDA 34474 1 1 I 1 /`I I I /1 TYP. WWW.CWS.CC II 8800 PVC IT MAX MAX II O. SLIDING GLASS TYP I DOOR-IMPACT L II II 1 II mF I �o X X ii X X �r II mm MID- O Z SPAN Z O_ OF > II PANEL Q=O W II II o a a o z FIXED PANEL 'CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS.(SEE NEXT SHEET FOR DETAIL) CLIP _--J+' Ne 59201 :�A 2 NOTES: 7vt • 1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATI Y ON(SEE LA OUT DETAILS ON SHEETS 8 8 9),EXCEPT FOR 2T SILL 8 WOOD INSTALLATION LOCATIONS.BEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL 0:, STATE OF (SHEET 8).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. 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 1/4'.USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 7� 3.ANCHOR TYPE,SIZE.SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10. r - 11/21/2016 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 10. NORTH PORT,FL 34288 PH.941-380-1574 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. SHEET DESCRIPNON: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1%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,W FOR CMU MASONRY,1'FOR WOOD AND METAL. DRAWN.: uAIE BLZ 05/16/16 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. DWG a ftEv.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 10.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1151 1 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS. Ste' SHEET FMAIAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS),FMANYDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 125 7 OF 11 INTERLOCKS /jY__mot_ t ASTRAGAL 6•TYR 21'OC MAX (L(ti/fl!/t/Y/6(Y�`(7H!/17/1) 6•TYP. PANEL WIDTH P-HOOK 1YP. WINDOW S'lS7EM5 3'TVPr 3'TYP. 1960 SW 44TH AVE. OCALA.FLORIDA 34474 ' W W W.CWS.CC IT 11'P I 8800 PVC SLIDING GLASS DOOR-IMPACT 2T SILL 2T JAMB T"P �2(}• TVP. t m W INTERLOCKS Q ASTRAGAL TYP.—»{ PANEL P-HOOK �6'7YP.}-21'O.C.MAX� I WIDTH 1--4'TYP.—{ 4'TYP I ryP.. m m V N Z Z_ O_ 3'TVP. I I a p W 1P. m D. i wIs V 0. ¢❑ O 1 Z TYP. 3T SILL .,� 3T JAMB 1YP. T1YP. �......R .. :. .I PNC Eiik 7v'•. INTERLOCKS �v' No 582D4 ':FP� ASTRAGAL 6'TYP. P-HOOK PANEL 6.�. T,P. 21'OY MAX ='O= �Q WIDTH F-4'TYP. 4'TYP, .—�` TVP. �o',STATE OF \=�W= zZ 4}' 11/21/2016 TYP. 71 4 3•TYP LUCAS A.TURNER,P E. FL PE#58201 1239 JABARA AVE. ( I NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: ANCHOR PATTERNS (JAMB&SILL) TYR DATE: 4T SILL +I DNNwNd: 4T JAMB TYP. BLZ 05/16/16 Dw 4 REV.: CWS-1151 1 NOTE:q=CENTERLINE OF INTERLOCK OR ASTRAGAL Yc SHEET CIRCLED ANCHOR LOCATIONS REO'D ONLY IN WOOD INSTALLATIONS. 1:5 8 OF 11 L. `VOlY6YfYl1// INTERLOCKS HOLE vnnlnN ASTRAGAL l wRlwnurr P4100K WINDOW SYSTB75 6•TVP. PANEL BLOCK A>aOHa6s WIDTH F-4•TYP-1 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 3 iVP 8800 PVC SLIDING GLASS 1•TYP DOOR-IMPACT ;•TYp. $TYp. 2THEAD 4.1rp -r:.xc SJE.<rRe-Es r m Q INTERLLOCKS N0LEPATrE6N ASTRAGAL N .. 6'TYP P NEEL' FORM- P.HOOK m m BIOLN NICMORS I--4•TYP. 4•TYP. O M Z Z_ O_ w z> VQ O w j a w TYP. . o w a o ,'TYp p z REtV.�,�. 3T HEAD ��p5 4 C E NBE p2 INTERLOCKS HOLEPATTERN #� * •'�- PANEL eta MCHOAs ASTRAGAL '9'; STATE OF �6•TYP. WIDTH I-4•TVP. 4•TYP. �OLP �ORL�i'•=�• • '���gi.�IONA��N.``�. 11/21/2016 43 LUCAS A.TURNER,P.E. TrP. FL PE#58201 1239 JABARA AVE. 1 NORTHPORT,FL 34288 ( PH.941-380.1574 SHEET DESCRIPTION, 1 TYP ANCHOR PATTERNS (HEAD) • C1II i DRAWN DAM: 4T HEAD BLZ 05/16/16 D v: CWS-1151 1 NOTE:¢=CENTERLINE OF INTERLOCK OR ASTRAGAL T�J SHEET 'CIRCLED ANCHOR LOCATIONS REO'D ONLY IN WOOD INSTALLATIONS. 1:5 9 OF 11 2TRACK HEAD ANCHORAGE INTERIOR 1I4,MAX COMM MIN.EDGE GIST. SEE LAYOUT ON SHT 9 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 39.FRAME NSERT REOTU AT ALL FRAME ANCHOR LOCATIONS ATALLMENSERTREOD WWW.CWS.CG �� AT CATIONS EANCHOR LOCATIONS SUBSTRATE 8800 PVC BY OTHERS MIN.EMBEDMENT SLIDING GLASS SEE TABLE t SEE TABLE I SEELAYOUT DOOR-IMPACT PERIMETER SEALANT ® ON BHT a BY INSTALLER 1 INSIDE AND OUTMAX' SHIM MINE DIST TABLE AB m O {{{{1711 SEE TABLET m ' PERIMETCRSEALANT A INTERIOR BY INSTALLER INSIDE AD O Z BY INSTALLER INSIDE AND OUT Z O INSTALLATION ANCHOR SUBSTRATE BY OTHERS MIN EMBEDMENT w SEE TABLE I SEE TABLE 1 SEE TABLE 1 U 2 W a K SEALANTS ETWBEN SILL to a RISER AND FRAME BY 9 H IZ KJAMBANCON U INSTALLER 2TRACK JAMB ANCHORAGE p N o a o PERIMETER SEALANT ('''�j BY INSTALLER ��� OEL.I f Z INSIDE AND OUT TyHla lull DO NOT COVER MIN.EMBEDMENT t"pTOREtti'11 WEEP ROLES SEE TABLET SUBSTRATE 4j.y�C E M p GfiyL+ BY OTHERS r SEE TABLE Nd 58201 'A' MIN.EDGE DIST. 3%FRAME INSERT REDD AT �=J 11 'R• - SEE TABLE I ALL FRAME ANCHOR LOCATIONS �94 Thy �11; STATE OF A VERTICAL SECTION 2 TRACK SILL ANCHORAGE llTflllrlttttt PERIMETER SEALANT �y COMPLIANT WITH AAATA BOO ��•� BY INSTALLER INSIDE AND OU7 INSTALLATION ANCHOR jj/2112016 LET ' LUCAS A.TURNER,P.E. FL PE#58201 1 1239 JABARA AVE. _ SUBSTRATE 719. MIN.EMBEDMENT NORTH PORT,FL 34288 TABLE I:APPROVED INSTALLATION FASTENERS SEETABLEI SEE TABLET PH.941-380.1574 SUBSTRATETYPE ANCHOR TYPE MN.EMBEDMENT MR.EDGE DIST. SHEETDESCw TINSTALLATION DETAILS CONCRETE{: iKSI MRi UC FL CO ULULTBJA T?'4 At7 HOOKSTRIP 2TRACK II PIN TAPCON OR - 718,ZX RN SOUTHER!PINE(GW`h) ELCOULTRACON . RAW ' 2X MR,ST.RItER4 PiTE iG-065t REW H-3'S" 718' BLZ 05116/16 IS 10.C60")A11N L A -14 HI LT J<WIK-rLEX OR 11W FULL THREAD 1P.. d: STEEL STUD K54 YIELDMNH TEKS SEUFDRILUNO SCREW THRUOOOfT - C HORIZONTAL SECTION C\tiTs-jj$j 1 45'ALUE1.(07EST5 MAN.)CR PIZ GRADC 5SELF-TAPPINGi FULL TIREAO 1,2 HOOK STRIP 12'STEEL(33 KSI MIN DRILLING SCREW THRU 012T SALE' SHEET HCO(STRtP Q?JAMB FRAAG 014LY. 11a•ELO'o ULiRACp: 1 3'4' :-ir7 1:3 1 O OF 11 N^_LClN GR GRCUT.FILLEDCMU�ASD.1 G60 3 TRACK HEAD ANCHORAGE INTERIOR 114'MAX SEELAYOUREDO AT T 39,F M INSERT M" T. ON BHT 9 FRAME ANCHOR LOCATIONS 39.FRAME INSERT REDD %MNOM SYSTEMS SEE TZGG',lT.,T,. ATALLFRAMEANCHOR 1900 SW"TH AVE. SUBSTRATE LOCATIONS OCALA.FLORIDA 34474 lCWSlCC BY OTHERS L WWw - 8800 PVC SLIDING GLASS, T Aq-1 INSIDE AND OUT BY INSTALLER 009-- El SEE TABLE 1.BHT 10 iSMIN.EMBEDMENT EE TABLE 1,BHT 10 PERIMETER SEALAN ED ---j J- A. SEE LAYOUT - SHIM ON SHT a DOOR-IMPACT INSTALLATION ANCHOR INTERIOR ui SEE TABLE 1,SHT 10 SEALANT BETWEEN SIM <I RISERANDFRAMEBY INSTALLER PERIMETER SEALANT C7 O S MIN EDO DISHT10 T BY INSTALLER EE ABLE1 0 INSIDEANDOUT Z z 0 Do NOT COVER OVERPERIMETER SEALANT HOLES x WEEP I'D SUBSTRATE MIN.EMBEDMENT > BY OTHERS SEE TABLE 1,BHT 10 SUBSTRATE 0 SEE TABLE I,SHT 10 Y OTHERSMIN EMBEDMENT I SEE TABLE 1.BHT o SEE TABLE I BHT 10 ZZZ Z—Z�11.FIA&EINSERT FX MIN EDGE DIST SEE LAYOUT ON SHTB GAT ALL FRAME SEE TABLE I SHT HORIZONTALSECTION to VERTCAk SECTION ANCHOR LOCATIONS TBANCHORAGE 114'MAXp OW 10 RAC ILLAIICHO.AGE INTERIOR z MIN.EDGE DIST. 4 TRACK HEAD ANCHORAGE39.FRAME INSERT 11,FRAME INSERT RECT) plo'Vk...... I AT ALL FRAME ANCHOR SEE TABLE 1,SHT 10 ------------- SEE LAYOUT REOD AT ALL FRAME LOCATIONS 9 ON BHT ANCHOR LOCATIONS MIN.EMBEDMENT SUBSTRATE SEE TABLE 1,SHY 10 BY OTHERS SEE TABLE 1,SHT 10 PERIMETER SEALANT ON SHTSEELAYOUT 8 BY INSTALLER I N Imml in MAX INSIDE AND OUT .... SHIM ....... 7'-Z_ INTERIOR 1112112016 INSTAL—ON ANCHOR LUCAS A.TURNER,P.E. SEE TABLE 1,BHT 10 S BETWEEN SILL. FIL PE#58201 RISERANDFRAMEBY 239 JABARA AVE. INSTALLER MIN EDGE DIS SEE TABLE I ENT 10 NORTH PORT,FL 342 8 PERIMETER SEALANT PH.941-38G-1674 DYINSTALLER INSIDE AND OUT MIN EMBEDMENT "EED..:T'I'. DO NOT COVER INSTALLATION DETAILS WEEP HOLES SUBSTRATE S SHT JPERIMETIR SEALANT 3&4 TRACK FIE TABLE I COMPLIANT WITH AAMA81M BY OTHERS f BY INSTALLER INSIDE AND OUT omm DATE — SEE TAB SUBSTRATE B LZ 05/16116 LEI,SHTIO Y//// MIN EMBEDMENT MIN.E SEE 39,FRAME INSERT TAB BY OTHERS SEE TABLE I BHT 10 WG EDGE DIST. SEE LEI,SHTIO 'SEE TABLE 1,ENT 10 ONSHT8 REQU AT ALL FRAME ANCHOR LOCATIONS GWS-1151 1 IO .TRACK JAMB ANCHORAGE SCALE: VERTICAL SILICAT'ON.MH@R615— 1:3 . I JS.El 10 Y4 LTRACK IS 1 OF 11 URNURNER1239 Jabara Ave. ER Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 1151-R1 November 21,2016 Product Description: Series 8800 Vinyl Sliding Glass Door, Large Missile Impact Resistant.,5'nominal panel widths, 96"door heights,with design pressures of+/-80 psf,with heavy panel reinforcement required as shown in CWS-1151-RI Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h,Ave, Ocala, FL 34474 'Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 56' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing ,standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A.Turner, P.E., at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-1151-R1, signed and sealed by Lucas A. Turner, P.E. 3) Keystone Certifications CAR documents 138-571, 1601.0, and 1602.0 4) Test Reports F1575.04/14-401-18/44,from Intertek/ATI,Tampa, FL(TAS testing signed/sealed by Justin P.McDonald),and CWS-010-02-03/04, by PRI Construction Materials Technologies, Tampa, FL(TAS testing signed/sealed by Zachary R. Priest),with testing performed: TAS 201/202/203-94,AAMA/WDMA/CSA 101/I.S.2/A440-11,ASTM E 1886-05,ASTM E 1996-09 5) Supplemental Calcs.to support CWS-1151-R], signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-1151-R1. Limitations of Use: This product: 0 May be used in sizes,design pressures, and with max. glass DLO sizes as shown in CWS-1151-RI • Is large missile(91b 2x4, 50 ft/s) impact'resistant and does not require the use of shutters 0 May be used in the High Velocity Hurricane Zone and ASTM Wind Zone 4 areas 0 Requires laminated glazing as shown in CWS=]151-RI,with Kuraray(prev. Dupont) .090" SentryGlas interlayer per Miami-Dade NOA 14-0916.11 • Requires Vision Extrusions PVC frames in accordance with NOA 15-0528.14 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems.or in any company manufacturing or distributing.products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. , `�y5ltfiifp�j lb 'r Lucas A. No �s2a� Z y P n • • ,� Turner . 2016-+1-21 a• 8TATra OF '' 11/21/2016 10:37 19:00 . ,�, .�,c p . Lucas A. Turner P.E. t r �•° '' �Ne`. FL PE#58201