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HomeMy WebLinkAboutSUBMITTED PAPERSDig DATE FILED: PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED \E,Cp G: St. Lucie County Building and Zoning 2300 Virginia Avenue jOlOR10p. SCANNED Ft. Pierce, FL34982-5652 772-462-1553�/77 �Y . h at j�ca)o/1geo St. Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITYIZONING COMPLIANCE PROJECT INFORIVIATION 1. LOCATION/SITE ADDRESS: ,-,2. pi1f� R V R 2. 3. 4. 5. 9. 10. 11. PROJECT NAME: SITE PLAN NAME: 11-1 m L/u fL= CDMfE> PROPERTY TAX ID #: Z- 4 5 d2 04 (Z- LEGAL DES CRIPTION (attach extra sheets if necessary): ?w4a' Z/CL�. `C' 'Q �es PLAT BOOK �— 6. PAGE NO. S� 7. BLOCK NO. 8. LOT NO. PARCEL SIZE (ACRES/SQ FT.): �; 17 a c- LOT DIMENSIONS: l 5^6 � �' 141 T-e-av too our 4-vv-wvvj Zvi{ a Q Ma(zb[e-:4ovve3v� jWd n j NQ O S4Iowwl COMPLETE DESCRIPTION OF CONSTRUCTION PP�OJECT OR WORK ACTIVITY: - SETBACKS (ACTUAL) FRONT: BACK: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) 13. 14. 16. RIGHT [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] OTHER (SPECIFY) DESCRIPTION OF PROPOSED USE: s4�u�e-►- 'F-I��i� SQ. FT OF CONSTRUCTION: VALUE OF CONSTRUCTION: $ 2W" E)0b LEFT SIDE: ]- INTERIOR RENOVATION [ ] INDUSTRIAL 15. SF. FT 1st FLOOR: IJ -7 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION' NAME: ;V)&g 14S CWj L I Tian G Wti\ ADDRESS: ' ` z fq..1` VeP— D C CITY: F+J Tf tf(, C (F STATE:�J JAL, ZIP: PHONE (DAYTIME): 4 -FP- -,'977 _ 10V T Email: IF THE FEE SIMPLE TITLEHOLDER'(PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE - FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ST. of FL REG.CERT #: `Z5- -75 3-7ST. LUCIE COUNTY CERT #; BUSINESS NAME:. QUALIFIERSS NAME: ADDRESS.- CITY: `l ik(-\ &6 LA, STD rj: PHONE (DAYTIME): C1 7� ` Q 8'1 �' FAX' NO. ��'7 � d l Email: ARCHIT/ENGINEER: ADDRESS: CITY: PHONE (DAYTIME): (_) BONDING COMPANY: ADDRESS: CITY: - MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: STATE: ZIP: ZIP: ZIP: ZIP: IWORTANT NOTICJE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate pennits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES,, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: 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. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo g. o ' OWNS R CONT R SIGNATURE CON CTOR S NATURE STATE OF FLORID COUNTY OF ���C The foregoing instrument was acknowledged before me this &day of —khqft P4 20_W who is personally known Notary Commission or has produced �� ..tw C- s identification. air up / RENE M.COX r MY C( 8!$ ION N DD 494682 EXPIRE, ebruary23,2tlitl '�'y;;a,'��` B6ndedTNNrdO!htyFBfillraUndatwritrirs STATE OF FLORIDA COUNTY OF _yrACe.yti The foregoing instrument was acknowledged before me this day of \ , 20 Lam, by yLs, C�N" who is personally known or has produced AA C OC 1✓f�`�`�� USas identifiication. Signature RENE'M.COX MY COMMISSION Commissi �. # D( 1p ''�R 5N-" Bonded Th, Nora rLub�tc 23 2010 ndenvdters NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. tA1: OFFICE USE ONLY BP #: SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1' FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC Before 1/I990 LOT OF REC After 111990 LOT SPLIT REQUIRED LOT SPLIT APPROVED REPORT CODE HABITABLE AREA (RADON) RADON FEE PERMIT FEE LIBRARY IMPACT FEE PUBLIC BLD IMPACT FEE CORRECTION PUBIC BLD IMPACT FEE GENERAL PARKS IMPACT FEE SCHOOL IMPACT FEE ROAD IMPACT FEE CREDIT Y N LAW ENF IMPACT FEE FIRE/EMS IMPACT FEE DRIVEWAY REQUIRED Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY SUBS REQUIRED MECHANIC ROOF ELECTRIC GAS PLUMBING NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES DATE SENT TO ADDRESSING: J_J REVIEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE RECEIVED /• Z¢' DATE COMPLETED / • g% l Q INITIALS — JOSEPH E. SMITH, CLSRK,0F THE CIRCUIT COURT - SAINT LUCIE COUNTY 'FILE * 3436.705 ORE 3167 PAGE 1537, Recorded 02/01/201"- 12:55 PM R!R nAHHP L(OTTCE OF CONIl=CEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statues the following information is provided in the Notice of Commencement. h.Add,. 33yk •Rlwr- 2a)% &ci Nm FL 345ri aInterest Inprw.M Q%,M clNameandaddmtoffeeeimpladticholder(fatherthwOv mj 4. cONTRAcrows NAME, ADDREss AND PHONE NUMBER: jW 4 _ L _ _ i_ . _ / r ,- F f f—M S. s rrrs NAME ADDRESS AND PHONE NuKm AND BOND AMOUNT: 6, LvmzR's NAME. ADDRESS AND PHONE NVm mt: 7. Persons within the State of Flarida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13 (1) (a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUN/M�KR: (� E14, 3akL, ►<,ya.- S. In addition to himself or herself; Owner designates the following to receive a copy of the Lienar's Notice its provided in Section 713.13 (1) (b), Florida Statutes KAAM ADDRESS AND PHONE NUMHER: 9. Expiratio date of notice of commencement (the expiration date is I year from the data of mcording uniess a different date is specified): 11 2S, 20f1 Signature of Owner or Print Name and Provide Signatory's Title/Office Owner's Authorized Offlcer/DIrector/Partner/Maaager State ofFlorida County of S,t. Lucie n The foregoing instrument was acknowledged before me thil!2�pday o`f All 201t% B ICE %✓)� as v I y (name ofpers (type of authority.... e.g. officer, trustee, attorney in fact) For (name of party on behalftrument was executed) ofw }},j or•� _ Personally known or produced the following typhof identification: (�A /Qa( J' &g E '� I I ' My comet. t«p1roi!:;=r � J Under Penalties of perjury, / declare Mat I raver a aregorng and that the facts in it are true to the best of my knowledge and belief (Section 92,525, Florida Statutes). Signature(t) of Orrnct(s r 0 rr(s)' Authorized Officer/ Dlreetor / Partner/Manager who signed above: By By Rev.a9-09-07 (S.Rmodng wit OF FL06�ID� . LUCIE C DTI V T iS A R�EC f CO ,Y OF NE OD1 SAL! 4TN L K s +e Slide �001-s Boaz rtq& 0 /off —o Plumbing lil and Nick.docx Page 1 of 1 Plumbing: The only plumbing that will be done is moving one shower head and adding another shower head on the adjacent wall. As well as moving the drain for the shower. The plumber will add 2 new valves for the shower heads and a few fittings and pipe necessary to add the shower heads. This is the only plumbing that will be done. Electric: The only electric to be done will be moving one outlet which is in the existing wall that is to be reframed. The outlet will simply be moved and installed into the new wall. We will add one outlet and a fan in the bathroom. This is the only electric to be done. https://mail.google.com/mail/?ui=2&ik=a60d6eOeb3&view=att&th=126658897a4O7l a8&... 1/25/2010 St. Lucie County Building &Zoning 2300 Virginia Ave v'� Fort Pierce, FL 34982 %. �'r- ,�.�„�, BUILDING PERMIT SUB -CONTRACTOR SUMMARY will be using the following sub -contractors for the (Company/Individual Name) (�(� %% project located at �� 6 l 12161W, ne �� ► � �`' ��/ (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical 5chO El PI Plumbing HVAC/ Mechanical Roofing Gas %T Ve' . TTC4T /lWTT V. 'fir ri%lr. UOr. PERMIT ISSUE DATE: NUMBER: ST. LUCIE COUNTY PUBLIC WORKS -- BUILDING &ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: d-7 7 e q State of Florida Certification Number (If applicable): ( " � r) have agreed to be the S� (Company Name/Iridividual Name) sub -contractor for Y1� C �L ( �/+� OAVtlCA&I tt C (Type of Trade) (Primary Contractor) for the project located at 3'zW 41- OR f4 ' w6-e �� J C` ` d (Project Street Address or Property Tax ID #) Zy3o It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED let A SIGNATU aPTf N E DATE Business Name: � � � � E (Q c'hu co "' n kl cln 4 Address: City/State/Zip: Phone: d-%r.+rrrz+ TTQU nlV'F V. email: vrri%.r. 1,kl)P,_..,�.�.�. PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SMCONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: �4�6 �7U State of Florida Cerdfication Number (If applicable): Ce �i✓ _ have agreed to be the C (ompanyNamellndividu Name) C, -�! sub-contractor for�� (`Ill GGL' (Type of Trade) r (primary Contractor) V for the project located at z c 7 (Project Street Address or Property Tax ID #) Z�fajO J 5t�y ` 0Q/Z It is understood that, if there is any change ofstatus regarding our participation with the above mentioned project, I will immediately advise the wilding and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: sLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's Lioensc) ORfC, NAL SIGNATURES ARE REQUIRED 1 % _ ANATU PEtINT DATE Business Name: Address.�-- city/state/zip: Phone: • Jr email: r%r.nTirr.+ YTrr. f'%WTY V. /V ��,,!xqniap,93_ AC� F 9L Edit View Bookmarks Tools Window Help F--733_ Basernap Marker, Fo—.70 Ln] E] Highlighter a? L-D Layers RU RV3 3236 0, Ri 8 �ap Markers aj R COoleoty Boundary RU 1 E3 day Zones w ❑Sections 2 HistoricStructures RS-3 RU 3 ZkU L-7 Address Master r2 ❑ Misc Addresses C� 0 Hydrology Names E5-3 RU L:,j E] Road ROW D[menq Lot Lines RS13. RU Block Numbers Anno 1 LD Ov LotKumberAnno i �B El Parcel Dimension Anr: M El Managed Care Faci]Jt. ❑ ROVII Major Roads W Streets ROVI Ro'N • � RI Historic Sites El RU 12 Hydrology Annexations tiJ Ro-Ii Parcels i •i \\\ \� j if /� F, 1:1 Flood Zones itl�fD Ped-bon IhFj 0 AirportRun-,vay J 0 Parks & Preserves 32U RU !�ZD 0 Site Plans i Z Future Land Use i 13 1C-.: J) 2 Zoning RU 0 Mobile Home Parks RT. El Subdivisions Solid Waste Service)! ft, 0 Major Hydrology Utility Service Area ,-3 El Zip Codes 4 +1 El MLuiaopalities J*�f E] Aerials 2009 - X106 - .- - .1- RSz, o6 4 T f � i 57,I o) D ccj 859788.84 1116714.43Feet r:iiirr "'day, Jan 25, 2010 11:54 AM 01/20/2010 14:35 7725G9c-'--',1 UPSTAIRS PAGE 01/12 H 4 F 13 Dy, t+OT twrrV CLnM • t3 ODT CONIPLtANCE OFFICE (BCCO) PRODUCT CONTROL DW)SION r1OME OF ACCEPTANCE I dETJD-WICK, Inc. 3737 Lakeport Blvd Klamath falL.S Oregon 97601 M'1 O-DADE F'LAGLLR RMDING 140 WEST FI ACLER STREET, SUITI:1603 FLORIDA 33130.1563 THESE PLANS AND ALL PROPOUB 1 FAX (305) 375•2908 ARE SUBJECT TO ANY CORRECTION•euildi�co_ae allne com REQUIRED BY FI MAY BE NECESSARY IN ORDER TO OQMm WITri APP410APIA 09MA SCOPIE. This NOA is being issued under the applicable rides and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and. other areas where allowed by the Authority Having Jurisdiction. (AID). This 'NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division an Miami Dade County) and/or the AHS (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the ATM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA, reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida. Building Code, including the High Velocity Hurricane Zone. ftSCRM ION: Series "38 ' -valt 1-S)f zliolg Glags� s =i ri: APPROVAL DOCUM NT: Drawing No. JELD0022, titled "Series 3800 PVC, SGD", sheets 1 through, 6 of 6, prepared by PTC, LLC, dated 04/04/06 and last revised on 05/16/08, signed and sealed by L. Roberto Lomas, P.E., bearing the Miami -Dade County product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Pr�S� onte_olnsipn. MISSILE LMPACT PLATING. �pvaridVxissile Impact. LABELING: Each unit shall bear a permanent label with tho manufacturer's name or logo, city, state and following statement: "Miami -Dade County product Control Approved", unless otherwise noted heroin. P*MWA,L of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TEitll?JNAT.FON of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVEitT S : The NOA number preceded by the words Miami -Dade County, Florida, and ;followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be dome in its entirety. INSP + CTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA ff 06-0510.01consists of this page l and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P E. Il�PP@64'�p ST. LUCIE jCrO BUILDING REVi REVI I DATE PLANS D PERMIT MUST BE APT ON JOB OR NO.. O INSPE N WILL BE MADE NOA No 08 0246,02 Expiration Date:.A;ugaa 1�Q, Z0,11 IApproval I1atc`,iuly 03, 2(tQB1 page I AOWD FA81508 OR ATTACHMMS A N 9 PONSIBlUTY OF THE COW AMR dF RECORD 01/20/2010 14:35 772569�°`-°f UPSTAIRS PAGE 02/12 i P-Li/-MJlsil\a Inc. NOTICE M ACCEEIANCE_ EVWENM $1 'ED A. DRAGS 1. Manufacturer's die drawings and sections (transferred from file # 0b-0510.01) 2. Drawing No. JELD0022, titled "Series 3800 PVC, SCUD", sbeets 1 through 6 of 6, prepared by PTC, LLC, dated 04/04/06 and last revised on 05/16108, signed and sealed by L. Roberto Lomas, P.E. B. TEST'S I. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Vest per FBC, TAS 201-94, 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of PVC sliding glass door, prepared by National Certified Testing Laboratories, Test Report No. NCT)L,-210-3261.1, dated 12112/05, signed and sealed by Gerard J. Ferrara, P.E. 2. Test reports on (transferred from file # 06-051&m) 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifom Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Resistant per :FBC, TAS 202-94 4) Large Nfissile Impact Test per FBC, TAS 201-94, 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of PVC sliding glass door, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210-3216-1, 2 & 3, dated 12/12/05, signed and scaled by Gerard J. Ferrara, P.E. C. CALCULATIONS (transferred from file # 06-0510.16) 1. Anchor verification calculations dated 05101106, prepared by PTC, LLC, signed and scaled by Luis R. Lomas, P.E. 2. Complies ASTM-E1300-02 D. QUALIT'Y ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFI''CATIONS 1. Notice of Acceptance No. 07.-1.116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas (0 Plus", expiring on 01/1412012. 2. Notice of Acceptance No. 06-1220.01, issued to Spectus Systems -A Midwon Company "White PVC Rigid", expiring on 12126/11. F. STATEMENTS (transferred from file # 06.0Sx0.01) 1. Statement letters of Compliance and "no financial interest", both dated 05101106, signed and sealed by Luis R. Lomas, P.E. 2. Statement letter of lab compliance, part of the above referenced test reports. G. OTHER I. This NOA revises NOA # 06-0510.01, exlrirWg es/10/201L 2. Tost proposal (e-mail) dated 08-14-07, approved by BCCO. 154 6 Iskiq L C4ands, P.E. Product Control Examiner NOA No 11M06.02 Expiration Date: Augast 10, 2011 Approval Date. July 03, 2009 F, -X SHIM SPACE AS REQUIRED (SEE NOTES ON SHEET 2) 1-1/2" MIN. EMI 3EDMENT Y VIO BY FRAMING SECTION C BY OTHERS WOOi) INSTALLATION (SEE NOTE 2 ON SHEET 1) i EXTERIOR SECTr0N1 F SHIP.] SPACE AS REQUIRED (SEE NOTES ON SHEET 2) 1—i/V MIN. MSEDMENT .- 3:1� -A-i t _I � swit f mil ONE BY WOOD SUCK ---r SECTIOAI E BY OTHERS MASQNRY INSTALLATION vimoacrazym Aak�oa~xo� b?ado �rae.vm��pt,Zotf JELD—WEN. INC. ISPEEr ME on 7/a' Uff. AGE CMANCE 2 1/s° ELY. SCPARAWO - d ` ° 1-1%/4- MNL 1 IJ4' WK EVe£OMENT ENED]SIM Ile uu. SWU SPACE 1 7IMI,E s� TANCE 4' W ARATJON u n SE_ NI E 2. SHEET 2 it i/4' E6JIX J SHIN SPACE SEE CLMZm MAIL SHEET 8 D, i 1J4' MIN. EMBEDWO 1 1 7)w NRL 2 1/4' ON. W llf9MIC AT HEADIA A .�at. s,. C29 t Fbesty T2�is r�maaaetir� a xn AT HOWER 9 EYC057S11 = WN. JENT Lava D wnft Wodd► aw"aft 4 B2 SfIiDH�pCIRUCf4i1 .IELD-WEN. INC. W/ CARDINAL SPACER, 3/16" ANNEALED CLEAR GLASS, D.©90" SEN MICAS PLUS &Y 11UPOW, 3/16" CLEAR ANNEALED GLASSE LAMIUATED BY MONAL 30 T6 UII 1© X_ _ FLAT_HEAD WfEET MLTAL SCREW Ei RiGD 1WME PVC BY MaMn IS CINDER SEPAR?E N.O.A. F" INSUL GLASS: 3/16' TEMPERED, 0.346" AIR SPACE W/ CARDINAL SPACER, 3/16" ANNEALED CLEAR GLASS, 0,090" SENTRYGLAS PLUS BY DUPONT3/16" CLEAR ANNEALED GLASS LAMINATED BY CARDINAL 1" INSUL GLASS: 3/16" TEMPERED, 0.346' AIR SPACE Yl/ CARDINAL SPACER, 3/16' ANNEALED -CLEAR GLASS, 0.090" SE14TRYGLAS PLUS fY DUPONT, 3/16' CLEAR ANNEALED GLASS LAMINATED BY CARDINAL !� f 42 / f f 7 1 DOW CORNING 895 SILICONE 28 t 0.832" f GLASS BITE .1 Ull 1 ,� �J GIkZIN� 11EPf41L A SWIGGLE SPACER 42�D0Y1 CORNING 995 SELICOCOyf 28 0.832' GL�4SSS BITE r 18 umpo�as,.as,s«xM. GLAZING -DERL A s±�� EDGE TECH SPLICER fb�,s9 J.11q�� JEI_D—WEN, INC. a isnva qs PIC as xasuam r is lw cl—po 4= gals C2+AworArAi�f3 S. ri Moon � �r �e a� ReeSb s395s r�u¢ rer[_9,lrEbeh . xs: s� Rs Mumma ra "Z="n A FRAME TYP. WALL THICKNESS 0.100 ACTIVE & FIXED INTERLOCK REINFORCEMENT PANEL STILE TYP. WALL THICKNESS 0.080 FIXED INTERLOCK TYP. 4 'NALL THICKNESS 0.100 PANEL INTERLOCK TYP. (D WALL THICKNESS 01100 5.938--j TYP. 'NALL THICKNESS 0.125 1 S � J --- 3.563 3,563 --- 1.875 1 -- 3.563 �"_. ® ® - 1.965 2.325 .500 1.615 ` 2.000 1.875 SCREEN FRAME 3g TIP. WALL f" GLAZING BEAD TYP WALL RISER BLOCK TYP. WALL THK. 0.100 A" -LIFT TYP WALL THICKNESS 0.080 THRESHOLD TYP. WALL THICKNESS 0.080 PANEL TRACK TYP. WALL THICKNESS 0.080.TYP. SCREEN TRACK WALL 34 THICKNESS 0,060 THICKNESS 0.050 THICKNESS 0.080 10 11 3.033 0.920 }•-- 0.423 I_ r 0.275 fl. -1 2.123 II��-- 80 0.&54 7 - �- - 1.235 0.757 0.575 1.188 - 2.078 --I 2.078- ACTIVE do FIXED INTERLOCK REINFORCEMENT LOCK STILE REINFORCEMENT FIXED STILE: REINFORCEMENT FIXED Ik TERLOCK ADDER TYP. WALL THICKNESS 0.075 OXXO+, OXO ASTEIAGAL REINFORCEMENT TYP. WALL THICKNESS 0.080 TYP. WALL. THICKNESS 0,125 19 --1 2.000 1.500 TYP. WALL THICKNESS 0.105 2O 1.615 E TYP, WALL. THICKNESS 0.080 2 I 2.000 29 8�--- 4.285 0.615 1.695 0. 4 1.972 k- - J---- ASTRAGAL 40 TYP. WALL THICKNESS 0.100 2.50" SILL RISER pweucsaeY rs TYP. WALL THICKNESS 0.i370 8I dh =flomx - 5.060 -----� 0.831 +. 3.315 1 L FAhn Uwo JELD--WEN, INC. n iao az f, mug P�cr z�S E MIS, '�o�E a �1LE 2.500 f CONRO b8 a uocsFa v �#%4fiE36 A „ ML Xw sa L63S Co¢f -fix mat co N.iS. Sl,l q Wki Lf 1 wmd$gN FF7rFia nm Rs, J7L97,0.9 7 `7L�1Ws 7®i AI m A S OFO m w N TABLE OF CO�IFENTS SHEET S EET DESCRJP'FION 1 2 3 ELEVATIONS & GENERAL NOTES ANCHORING DETAILS VERTICAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS 5 81L{. OF Iv1,4TEi?tAL &GLAZING 6 UPAT COMPONENTS 190 5/8' MAX, OVERALL FR41E WIDTH f � Q k kx a5.750 OLO •' p HEIGHT 0 Xn f G NERL NOTES: 1) THE PRODUCT SHOWN HEREJN IS DESIGNED AND MANUFACTURED TO COMPLY WrM THE 2004 FLORIDA BUILDING CODE INCLUDING 2005, 2006 AND 2007 SUPPLEMENTS. 2) fX AND 2X WOOD BUCK OR STUD FRAMJN0 TO BE DESIGNED AND ANCHORED TO PROPERLY 7RANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD FOR -THE PROJECT OF INSTALLATION. 3) PRODUCTS ARE APPROVED FOR USE WHERE LARGE MISSILE IMPACT RESISTANCE IS REQUIRED. IMPACT PROTECTIVE SYSTEM IS NET REOU18 Q 4) SEE ELEVATIONS FOR DESIGN PRESSURE BONGS. 41 r/2 � 1 2 DLO � 1%2 DLf] �—j 41 1/2 DLO DLO 6°REIdIUM AT18UTIC VI,�, !—fla00'. SLIDIN PAT00 DOOR OJ{XX ACTIVE PANEL = 485/0" X 92-7/8" ACTIVE PANEL W/ ASTRAGAL = 50-5/8" X 92-7/8" FIXED PANEL = 48-5/8'° X 92-7/8" DESJGN PRESSURE RATING �50 PSF mesmmmum wof.r-ft saftcoft p0s 3Q�Era. JELD-WEN, INC. mm—+J - A I -- t 20° D.C. MAX. IYP. 5" FROM CORNERS TYP. 5" FROM CORNERS TYP. FI/ 21" O.C.`MAX, . TYP. %/ I Mi>v?i+�� �61�ti8 PREMIUM ATLANTIC VINYL (3809) S, LIQING PATIO POOR - EXTERIOR ELEVATION 1) SHIM AS REGURED AT EACH ANCHOR 1:OCA7,064 USING LOAD BMW W SHIMS. MIWIUM NtDWA.BLE SHIM STACK TO 8E Ile, SHIM WHERE SPACE GREATER THAN 1/18' IS PRESENT. 2) FOR VMD FRAMM MISTAIU10H USE (2) #10 WOOD SCREWS WW SUMCIENT tZIGTH TO ACHIEVE t 1/2" NIMMUMJ ENSEDMENT 1200 FRAMING. 3) FOR FWSO,YR1' IN9T91i7M USE (2) 3/16' OtAhOM €LOD TAIRCONS MM SUFFICIENr LENGTH TO ACJ1?EVE 1 1/4- ?AINMUM ENBOMENT INTO MASONRY WRH A 1 7/8' MMLMVA1 EDGE O WA.NcE 4.) LOCAT. ANCNOR3 AT HEAD A1i1? SILL S' MAR. FROM M4 END AND 20' 1tWX. O.G. THEREAFTL AT OMOS MAX. MOM EACH END ARO 21' MAX. O.G. THEREAFFEiR. Sj THERE ARE M 1-43TAF LATKRI ANCHORS AT EACH LOCATION SHOWN ASO& WERIOR ROW OF ANCHORS IS L004TO 2 1/4' IN FROM EXTOUGR FRAME EDGE INFERIOR ROW OF ANCHORS 15 LOCATED 1 114- IR FROM 111TERIOR FTiAATZ MG-:, I +gR iG�i 9E is T& Me INSTALLATION ANCHORS RIMS BELOW. TYP, uum" Rgom a wft16f Daft vim«„-b,bld 9711911v JELD—WEN, INC. mates 7n nssa�mtl A r— S OF s t r A w to :P Florida Building Code Page 1 of 3 P Sffa t fic BCIS Home Log In I User Registration Hot Topics Submit Surcharge ! stats & Facts Publications FBC Staff BCIS Site Map Links Search ':1 Product Approval D 'USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail /O + O FL # FL5823-R4 ST. LUCIE C Application Type Revision BUILDIN IVI N Code Version 2007 Application Status Approved FOR iM HOE Comments ED BY Archived DATE O Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael La Fevre mlafevre@cws.cc Michael La Fevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext207 MLaFevre@cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352)368-6922 Ext208 Ralph@cws.cc Windows Single Hung PLAV AND PERMIT MUST VE KEPT ON JOB OR NO INSPPECTION WILL BE MADE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECE9EARY IN ORDER TO CQmY WITH A6 AFMARIA Q9940A Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report - Hardcopy Received Roberto Lomas CONCEALED FASTENERS OR ATTACHMENTS PE-62514 Ae �Q u ARE THE RESPONSIBUTY OF THE Keystone Certifications, Inc. 12/31/2010 CONTRACTOR OF RECORD Steven M. Urich, PE R Validation Checklist - Hardcopy Received FL5823 R4 COI 510484A (Eval Rep SH-8100 ImDactl.odf Standard Year AAMA/101/I.S.2-97 1997 AAMA/101/I.S.2/A440-05 2005 ASTM E1886-02 2002 http://www.floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHL... 1 /28/2010 Florida Building Code Online Page 2 of 3 ASTM E1996-02 PA/TAS 201/202/203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated 01/05/2009 Date Pending FBC Approval 01/09/2009 Date Approved 02/03/2009 2002 1994 Summary of Products FL # Model, Number or Name IDescription 162-3. 118100 Vinyl Single Hung (Impact) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS-155A (SH-8100 Impact).pdf FL5823 R4 II DuPont PVB NOA 05-1208 02.pdf Approved for use outside HVHZ: Yes FL5823 R4 II Mikron NOA 06-1220 01.pdf Impact Resistant: Yes Design Pressure: +75/-75 Verified By: Roberto Lomas 62514 Other: Large Missile, 36x62 DP= +/- 75 psf. Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (EvalRep SH-8100 Impact).pdf Created by Independent Third Party: Yes 5823.2 SH-8100 Vinyl Single Hung SH-8100 Vinyl Single Hung (Impact) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS-155A (SH-8100 Impact).pdf FL5823 R4 II DuPont PVB NOA 05-1208 02.pdf Approved for use outside HVHZ: Yes FL5823 R4 II Mikron NOA 06-1220 01.pdf Impact Resistant: Yes Design Pressure: +67.5/-67.5 Verified By: Roberto Lomas 62514 Other: Large Missile, 5306, DP +/- 67.5 psf. Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (EvalRep SH-8100 Impact).pdf Created by Independent Third Party: Yes 5823.3 SH-8100 Vinyl Single Hung Heavy SH-8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Duty . Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS-369 (SH-8100 Impact 52x72 100 DP). df Approved for use outside HVHZ: Yes Impact Resistant: Yes FL5823 R4 II DuPont SGP NOA 07-1116-04.pdf FL5823 R4 II Mikron NOA 06-1220 01.pdf Design Pressure: +100/-500 Other: Large Missile, 52" x 72", +/- 100 psf. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510965 (Eva[ Rep SH-8100 Impact 100 DP . df Created by Independent Third Party: Yes 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS-295 (SH-8100 Impact 52x96).Pdf FL5823 R4 II DuPont PVB NOA 05-1208 02.pdf Approved for use outside HVHZ: Yes FL5823 R4 II DuPont SGP NOA 07-1116-04.pdf Impact Resistant: Yes FL5823 R4 II Mikron NOA 06-1220 01.pdf Design Pressure: +67.5/-67.5 Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 Verified By: Roberto Lomas 62514 psf. Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510868 (Eval Rep SH-8100 Impact 52x96)xdf Created by Independent Third Party: Yes h4://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHL... 1/28/2010 Florida l3pilding Code Online Page 3 of 3 back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: M Yad6ipn" Bob S.cund VLi./Y� l A�AOVE _ http ://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvMdF 6zR4iHL... 1 /28/2010 SINGLE HUNG ELEVATION (IMPACT) PVC IMPACTREOUIRFMENT: (SHOWN W/ DIFFERENT OPTIONS) 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 53 I/r S3116' MAX OVERALL MAX OVERALL 2. GLAZING OPTIONS: (SEE SHEET 3) FLANGE WIDTH MAXFLAOic WIDTH St 7/I MAX UNIT WIDTH 51 72' MAX. UNIT WIDTH 3. CONFIGURATIONS: "0/X". 4711r16• GLASS DLO 47 11/16• Goss DLO 4. DESIGN PRESSURE RATING: (SEE TABLES -SHEET 3) - -NEGATIVE. DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.. tv SOSMVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND 76' 6 GLASS TABLES ASTM E 1300. MAX VEO RALL O GLASS O � 5. ANCHORAGE: THE 33 lr3% STRESS INCREASE HAS NOT BEEN USED iN THE DESIGN OF THIS PRODUCT. SEE FLANGE DLO GLASS SHEETS 6-8 FOR ANCHOR DETAIL HEIGHT 88 i/4' 74MAgis L4" MAX 6. SHUTTERS ARE NOT REQUIRED. UNITUNHEIGHT 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND 30 3311116' MAX.•JAMB. GDLLO� HHEIGHT XDLo 8. REFERENCE TEST REPORTS: NCTL-2103168-2, NCTL21D3168.2A, NCTL-21031653, NCTL-2103168-3B 4 9. SERIES I MODEL DESIGNATION SH-8100. 461118' GLASS DLO 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO O STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 5 HI SASH ORIEL ' 11. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH EQUAL SPLIT 12 SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 3r MAX OVERALL 53 lir 53 118' FLANGE WIDTH MAX. OVERALL MAX OVERALL- 35 314" MAX UNIT WIDTH FLANGE WIDTH FLANGE WIDTH 319116' GLASS DLO �%7llr MAX 11NIT WIDTH 51 71r MAX. UNIT WIDTH11116' GLASS DLO 47 11116• GLASS DLO Sr 63 &r 83 S/18' MAX 2r OVERALL MAK MAX. FLANGE O DGLASS LO OVERALL fAGLA /1' OVERALL 33 f12' HEII HT FLANGE O GLASS 613/4' HEIGHTS . O� HEIGHT 621118' a0MAXUNIT MAX MAX HEIGHT 3U' UNIT UNIT MAX X 22Z�16' SASHHFJGHi XGHT21'HT n DLOss X GLAD-(J- LO 1l to 1Sns• IAS GLASS DLO GLASS DLO GLASS OLO E UAL SPLIT A 11PDATED PER NEW FBC REQUIREMENTS 107107108 60/40 SPLIT ORIEL 4 HI SASH ORIEL •.: s i ' j TABLE OF CONTENTS GENERAL NOTES S ELEVATIONS t �� �pA s r v,4 SW 44TH AVE. ry e°, a FLORIDA 34474 ANCHOR SCHEDULE 8 NOTES .......... 2 DP CHARTS 3 GLAZING DETAIL........3 � �: �"•":: ":�,�.•:. SECTION VIEWS..................................4 �. .. _;: - � -*� •• ^: �GI-'�RAL NOTES 8 ELEVATIONS -IMPACT EXTRUSIONS 6 B.O.M. ........................ 5 INSTALLATION DETA�...................6-8 717 '" —. O •;, - PVC SINGLE HL1N ADS 12008 PROPFSETARYANO CONROENTKL • 'gib: �. a R.:q prT.� •:. THE INFORMATION CONTAP ED INTHS DRAWING Is THE SOLE Ty�{R ,' ' L �;a ,~•� . E N18 wG. No.: CWS-155 WNDOWSrSTEMS. INC. ANY REPRODUCTION IN PART OR ASA y- FL P 'N0.62514- _ A , WRITTEN PERMSSION OF CUSTOM WNDOW SYSTEMS, MC. $ P 1 DIPS ` 2 A;�"",,i aft• + ��ilpllh9itii0 SEE NOTE 2 SEE NOTE 2 12* . MAX 4• MAX � -MAX. O.C. (TYP.) 6" — MAX _ _ ]r MAX O.C. 4' MAX IT [4! (TYP-) SEE NOTE 8 (TYP) � �MAX.O.0 MAX MAX Ir MAX MAX (TYP) PYP) (TyP) O _ O MAX O.C. • O MAXeO.C. MA%O.C. (TYP) Is" _. . MAX O.C. INSTALLATION X ANCHORS TYP. UINSTALLATION X 4 INSTALUTION IN CHOR „O ANCHORS TYAN011ORSTYP. ^ ANCHORS TYP. ANCHOR LAYOUT- fFLANGE) ANCHOR LAYOUT -(FINI THRU FRAME I CUP (MA60NRY OPENING) • THRU NAILING FIN (WOOD OPENING) (SPECIFIC FOR 75D.P.) (SPECIFIC FOR 75O.P.) ANCHOR LA�'QUT - (FLANGE) THRU FRAME 6 CLIP (MASONRY OPENING) (SPECIFIC FOR 67.5 O.P.) ANCHOR LAYOUT - (FIN) THRU NAIUNO FIN (WOOD OPENING) (SPECRiC FOR 67.513 P•) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1W. USE SHMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3H6' OIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 212" SHALL BE ACHIEVED. 5. N10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK 6. A8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1r2' INTO 2 BY WOOD BUCK FOR FIN INSTALLA71ON 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. A 'UPDATED PER REV 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. �, ) 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL '�, �: % S! .: J r •` NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. y•. o+�-+ �.;;rr� SW44THAVE. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ,, CALA, FLORIDA 34474 A. WOOD -MINIMUM SPECIFIC GRAVITY OF G=0.42 "' y ` J� . B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. u u ANCHOR SCHEDULI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). a e VC SINGLE HUN PROPRETARVANOCOWIDENTMI _. p -�C:o L}4»l�)�t '. • _ THE INFORMATION CONTAINED IN THIS DRAWING Is THE SO.- L.RO�ERTO LOMAS 0, . — '8100 WNDOW SYSTEMS. INC- ANY REPRODUCTION IN PART OR AS AWHOLE NRTHOUf TIC FL F�.E: N0. 62514 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. S PROHIBIT oce .Aft c:..'•rr �'�l�lla!°11561ti1t� A TE 6 717r2008 D.: CWS- 20FS MODULARSMIES I0141T - WLNDDW5IZE) HOOK I� WIDTH IN GLASS TYPE 27112 26112 31112 35112 35112 41112 43112 1 47111 51112 63112 55112 56112 63112 66112 67112 71112 74314 23111 A. B +75/-75 +751-75 +751-75 +75l-75 +751-76 +751-75 +751-75 +751-75 +751-75 +751.75 +751-75 +751-75 ♦67.51-67.5 +67,51-67.5 +67.5/-67.5 +67.51-675 +67.5/.67 27112 A, B +751-76 +761-75 +751-75 +75/-75 +751-75 +751-75 +751-75 +751-75 +75/-75 +761-75 +751-75 +751-75 +67.51-67.5 +67.5/-67.6 +67.5/-67.6 +67.51-67.5 +67.5/-67 261/2 A.8 1 +751-75 +751-75 +751-75 +751-75 +751-75 +751-75 +75/-75 +751-75 +761.76 +751.75 +751-75 +751-75 +67.5/-67.5 +67.51-67.5 +67.51-67.5 +67.5/-67.5 +67.51-67 31112 A, B +751-75 +751-75 1 +751-75 +751-75 1 +751-75 +751-75 +751-75 +751.75 +751-75 +751-75 +751-75 +751-75 +67.5/-67.5 +67.5/-67.5 +67.5/-67.6 +67.5/.67.5 +67.5/•67 7111112 A,B +751-76 +751-76 +75/-75 +75/-15 +751-75 +761-75 +751-75 +761-76 +751-75 +751-75 ♦75/-75 +751-75 +67.5/-67.5+57.51-67.5+67.51-67.5+67.5/-67.5+67.51-67 36112 A, B +675/-67.5 +67,61.87.5 +675/-67.5 +67.61-675 +67.51-67.5 +67.5/-67.5 +675/-67.5 +87.51.67.6 +67.51.67.5 +67.51-67.5 +67.61-67.5 +67.51.67.5 +67.51.67.5 +87.5/-57.5 +67.51-67.5 +67.51-67.5 -67.51-67 411/2 A, B +67.51-67.5 +67.51-67.5 +67S/-67.5 +67.51-67.5 +67.51-67.5 +67.5/-67.5 +67.51-675 +87.51.67.5 +67.51.67.5 +67.51-67.5 +87.51-67.6 +67.5/-67.5 +67.51-67.5 +67.5/-67.5 +67.5/-67.5 +67.5/-67.5 +67.51-67 43112 A,B, +67.51-67.5 +67.51-67.5 +67.51-67.5 +67.51-67.6 +67.51-67.5 +67.5/-67.5 +67.5/-67.5 +57.51-57.5 +675/-67.5 +67,51-67.5 +67.51.67.5 +67.51-67.5 +67.5/-67.5 +67.51-67.5 +67.51-67.5 +67.51-67.5 +67.5/-67 47112 A,B +67.51-07.5 +67.51-67.5 +675f-67.5 +67.5!-67.5 +675/-67.5 +67.51-67.5 +67.51-67.5 +67.51.67.5 +67.51-67.5 +67.51-67.5 +67.51-67.5 +67:6/-67.5 +87.5/-57.5 +87.51-67.5 +67.5/-67.5 +67.5/-67.5 +67.51-67 61112 A.B +67.51-07.5 +67.51-67.5 +6751.61.5 +67.51-67.5 +67.51-67.5 +67.51-67.5 +67.5/-67.5 +67,51-67.5 +67.51-675 +67.51-67.5 +67.51-67.5 +67.51-67.5 +67.5/-67.5 +67.51-675 +67.51-67.5 +67.51-67.5 +67.5/-87. CGM61oo1TYSUM urtoTIPI NeoHr (IN) mum UNI GLASS TYPE 20 - 38 316 60 618 66 63 72 16116 A.B +751-75 +751-75 +75/-75 +75/-75 +751-75 +675/-87.5 N+67.51-67.5 26112 A.B +751-75 +751-75 +751-75 +751-75 +75/-75 +67.61-67.5 37' A.B +751.75 +751-75 +751-75 +75/-A +75/-75 +67.51-67.5 63113 A. B +67.5/-67.5 +67.5/-67.5 +67.51.67.5 +67.5/-67.5 +67.5/-67.5 +67.5/-67.5 GLASS TYPE A 314" OVERALL 118" ANNEALED GLASS 5116' AIRSPACE 5116' LAMINATED 1/6' ANNEALED GLASS 313Y LHIPONT PVB INTERLAYER 118' ANNEALED GLASS THE 314" OVERALL 118" TEMPERED GLASS 5/1W AIRSPACE 5/16' LAMINATED 118" ANNEALED GLASS 3132' DUPONT PVB INTERLAYER 118" ANNEALED GLASS NOTE: 1.IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZ . A UPDATED PER NEW FBC REQUIREMENTS 07/07108 r GLASS TYPE B ' l�_: -''' �,•• - ' r-Er SW 44TH AVE. FLORIDA 34474 CHART 8 GLAZING DETAIL- IMPACT AND CONaDEN1ML • •+ 6` :•udc .. ;•"' _E n r-' •,. 5,.. 15y: ATE PVC SINGLE HUN AIDE 7l7nO118 �w.., o uw1NGISTHE soLePRO Pekrref ,a t_RpQ�{;jltg °.� cA wG. No.: , Bi110 NTS CWS-155 ION 14 PART OR AS A msYST[3A5.MC.IS - �. IF F4!! NO. S2514 ' O• > �- rtV A 3OF6 • �,� o � �� ...c .�,s,G.' a 'r TYPICAL VERTICAL SECTION __OVERALL FLANGE WIDTH__ FUGHT SIDE SHOWS BASH OLT AWAY NOTE: LEFT SIDE SHOWS FUUM CLFr AWAY. IMPACT HOOKS APPLIES WHENUNITWINDOW ALTERNATE -- FRAME goo SW 44TH AVE. SHOWN ITY ICA —_ITEMS USED _ NOT —_—FOR --'----_ ---'--'_—_ _—__FLORIDA —7 1. p~` ` ^� SECTION VIEWS aALT. FRAME 'IMPACT PVC SINGLE HUNrg= :ADE IMPACT HOOK SPACING: 11 SILL HOOKS: A) G'FROM LJNIT EDGE TO EDGE OF HOOK 8) A THIRD HOOK IS CENTERED IF IJNJTWDTH IS GREATER THAN 37-. 2) SASH CATCH: A) 2-1W FROM BASH CORNER TO EDGE OF CATCH. 6) A THIRD CATCH IS CENTERED IN BASH IF UNtTVADTH 18 GREATER THAN 37. BASH AND FRAME HOOKS ARE TO. ALIGN WITHIN 11W. mm008 s.,zst.ot0---{ 2.160 I � 9 i.a47 1 1.647 7 1.fi17 L71 PVC SASH BTM. RAIL-6028 PVC SASH MTG. RAIL-6027 PVC SASH SIDE RAIL-6004 PVC FRAME FIN•6026 ,ae .932 REINF. FIXED MTG, RAIL-1499 1 ALUM 6063 T-6 PVC FIXED MTG. RAIL-6001 PVC SASH STOP-6029 epef• Immi.'"° PVC FRAME FLANGE-6031 sae mp Cewf w1 FYp .296 IM. Ppte, FIAR 9 ap., D27o x 5aT back Fb564 Gray 1 5116• tf4• 1 1 .980 •069 14 x 2.Fh SMB 17 1 x O.62Sfi2S A�PHFtiS16 t REINF1 x,2soFnFHTec,wnL � �— . SASH MTG. RAIL-1497 ,6 x0.625OuwdFHTEK "' REINF. S.B.R./S.S.R. -1498 ALUM 6063 T-6 PVC GLAZING BEAD-6016 xSWPnF►,TEX2 FR. HOOK IMPACT (SH SILL) ALUM 6063 T-6 x &r Fn PHTc s ALUMINUM 6053-T6 CONSTRUCTION ♦ CORNER WELD (ALL SIDES) - FIRED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME vts•---} 11 , va•--{& I isre• ~jV4• 1116"51�6• ANCHOR CLIP, 1504 PVC SCREEN CATCH - 6013 SASH CATCH IMPACT ALUMINUM 6063-T6 PVC SCREEN SUPPORT - 6014 ALUMINUM 6063-T6 --z 91,6• A UPDATED PER NEW FBC REQUIREMENTS 1071071f NOTES: ITEMS 33-36.41, 50, 5"1 ARE NOT USED � -T 314' +A M,f 941, ON THIS PRODUCT. 1 irr_ L •r .Iz.� 900 S to 1r4• ���� �'�. �•• • �� FLORIDAVE 34474 u, PLAN VIEW OF�, � ANCHOR CLIP =® �•,�:..•,, ,, • • ..z ® +� • EXTRUSIONS / B.O.M: IMPACT __ �`• SINGLE HUN ADEPROPRETT/72008 __ THE INFORMATION CONTAN O N T145 DRAWN6ISS THE�SOLE PROPERTK pfCpp(by ��ryf �' nALE: ' . LAOB . �B19U NTS • NO-* CWS-1 WINOOIN SYSTEMI.INC. ANY REPIIODUCIIONIN PART OR ASA WRITTE„ PERMISSION OF CUSTOM WINDOW SYSTEM. NC. IS PRON�.-___— FL P.EkN0. 62514. Tiftm:HEET �R"+, v.� p 'SOPS rw i �` �F►E!'�.3�tr•=%� a 3. �.. • [�._ 4Nillt�lt�.� 1114• CAULK BETWEEN SUCK (MIN. EMBEDMENT) 2.12^ AND OPENING BY oTHi3Ns (MIN, EDGE OIGTa �.e�. CONCRETEIMASONRY D (MIN, EWE DIST.) • ' • BY OTHERS Ij A D Q Q Q •� o , ►p • • •► • • •• • °° D•D D`� D D• Q q (ON 0 ° • . • • . • • ► • • • Q • (MIN EMBEDMENT) • • EXTERIOR FINISH , BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME - HEAD WINDOW FRAM. SILL PERIMETER CAUL( BYINSTALLER EXTERIOR FINISH BYOTHERS 0� p, L 1/4' MAX SHAM (SEE NOTE 2A3 ON SHT. 2) • A' b 1 BY WOOD BUCK . a BY OTHERSLe e ANCHOR • CUP INSTALLATION ANCHOR, 3/16' DI/1. MASONRY ANCHOR, CAULK BETWEEN BUCK AND OPENING BY OTHERS — 1/4" MAX. SHIM (SEE NOTE 2I 3 ON BHT. 2) r-ANCHOR CLIP INSTALLATION ANCHOR, 3/16' DIA. MASONRY ANCHOR. 1 BY WOOD SUCK BY OTHERS pp WINDOW FRAME . JAMB OP• Oo PERIMETERCAULK BY INSTALLER SECTION THORIZONTAL CLIP (MASONRY) WINDOW SILL EXTERIOR FISH BY OTHERS 1/4' MAX SHIM im (SEE NOTE 2 6 3 j (MIN. EMBEDMENT) ON SHT. 2) 1 �o• �4 ALLATION_ HOR, �4,5 ANCHOR 010TWOODSCREW CLIP • °� CAULK BETWEEN BUCK • a AND OPENING BY OTHERS e• e 2 BY BUCK • • BY OTHERS • • CONCRETEMMASONRY . .;� BY OTHERS PERIMETER CAULK 04 . . BY INSTALLER EXTERIOR FINISH %Cl HORIZONTAL SECTION BY OTHERS CUP (WOOD) ANCHOR CLIP - INSTALLATION ANCHOR, 3116• DIA. MASONRY ANCHOR. 1/4' MAX. SHIM (SEE NOTE 2 6 3 ON SHT. 2) D. - � D. i D' � D r DQ• — INSTALLATION ANCHOR, 3116' DIA MASONRY ANCHOR r D . ► P ► P ► D • D Pr p D �� Q . 16 • P • Dr • 1 1/4• -ANCHOR CUP P► : D o ► . ► Q ' rp ► p . • ►p • r r ► p a ►Q • r (MMINLEMBEDMME►T) 1/4• MAX SHIM a r. •Q► ►� ► D D �rQ �►D D. D • r� (OOFN.ES2) CONCRETE/MABONRY y� 1 BY OTHERS (D\ALTERNATE PRECAST SILL DETAIL (MIN. EDGE DtST.) • • •t .: i . 1 BY WOOD Bl1CK BY OTHERS -- CUP (MASONRY) UPDATbu PLK NEW FBG REQUII �- : ,• �� ► �• : •. ►. ; • • • • : �' •:. • . i : . •. �. •'✓ .'...�• (MIN. EMBEDMENp y,�,` THAVE. 3A, 4474 FINSTAOLLATION rrr �S��Y BOTHE (AN. EDGE DIST.) c DETAIL W/CLIPS - [AZVERTMLSECTK)N \II/ CUP (MASONRY) PROPAETMYMD COWMENTIM �. •.. rM� IEoe,TDRAWINOISTIESOLEPROPERTYCiafife. -. r*(7 Ir ;�l•N a 4io8060 A& • Q 7/7/2008 ).: CWS iOFS (MIN. EMBEDMENT) 1/4' MAX SHIM DRYWALL (SEE NOTE 2 6 3 ON SHT. 2) (MIN. EMBEDMENT) BY OTHERS 1 BY WOOD BUCK .-�55... BY OTHERS • • • • {Al DRYWALL BY OTHERS BDRYWALLY OTHERS BY orHERs BY OTHERS rXxr .?'r• •4 •4 114" MAX SHIM (SEE NOTE 2 6 3 ON SHi.2) •' ��• •tip. ► . • (MIN EDGE DIST.) •,� INSTALLATION ANCHOR, 3116• DIA. MASONRY SCREW • . • —CAULK UNDER SCREW HEAD BY INSTALLER I XINCRETEIMASONRY IY OTHERS 't WNEOPRENE BACKED WASHER THRU SCREW 6 . ' ► • . • • �. . •. • • • �. . •. ►. ~ • 1�• SUPPORT • . O ��► B Y WOOD OTHERS SUCK V OTHERS CAULK BETWEEN • i .• i �. . y I ; BUCKOP£MNO • y • . • ► I BY OTHERS v : 1 BY WOOD BIX:K gMBEDMENn • • • • WMDOW FRAME • I INSTALLATION ANCHOR. 610 DUI BY OTHERS JAMB .►, WOOD ANCHORWINEOPRENE (MIN. EDGE DIST.) • • I I'BACKED WASHER THRUSCREW EXTERIOR FINISH BY OTHERS �� tY.•M1r I ► A • SUPPORT _ SHIM PER�7ETAERRECRAULK R ULK �,•'i,{ (SEE NOTE 263 ON BHT. 2) BY INSTALLER PERIMETER CAULK BY INSTALLER CAULK UNDER EXTERIOR FINISH EXTERIOR FINISH CAULK BETWEEN BY OTHERS OPENINO SCREW HEAD BY INSTALLERS CAULK BETWEEN BY OTHERS BYOTHERS WIND OW FRAME WIND BUCK AND OPENING BY OTHERS HORIZONTAL SECTION HORIZONTAL SECTION HEAD FRAME MASONRY) FRAME (WOOD) INSTALLATION ANCHOR. 3116' DIA. MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW CAULK UNDERSCR SCREW R SCR SUPPORTBY HEAD WINDOW FRAME INSTALLATION ANCHOR, 3116• DIA. SILL MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW SUPPORT INSTALLATION ANCHOR, 3116• DUL PERIMETER CAULK 114• MAX SHIM MASONRY SCREW WNEOPRENE BY INSTALLER (SEE NOTE 2 6 3 ON BHT. 2) WINDOW FRAME BACKED WASHER THRU SCREW SILL SUPPORT D . • . • ♦ D CAULK UNDER 9Y OFTHERS D. i SCREW HEAD HIGH STRENGTH STRUCTURAL ► D • ► (: BY INSTALLER GROUT BY OTHERS (MIN D p p ' • ��� .• ►p (�N D • i �• DID e EMBEDMENT) p• p� Pp. p� P P • PERIMETER CAULK • p �. : P • p D BY INSTALLER 114' MAX SHIM • ► p D p . D D • • p - (SEE NOTE 2 6 3 ON BHT. 2) 212' EXTERIOR FINISH BY OTHERS ., • T ! : SILL STOOL (MIN EDGE DIST.) ETEIMASONgYALTERNATE PRECAST SILL DETAIL BY OTHERS T BY OTHERS (MASONRY) A UPDATED PER NEV . •. • • BY OTHERS ...� ,.� �•t.•�• ...••tit • = ►� . • . • .: :� • . ► USE SOLID WOOD + •• •• ., •.• ••.• , •� •.. .• • : SUPPORT TO MAKE SILL LEVEL BY OTHERS t.� :^►o•e.o: "•.i• .f SW44THAVE. •• • • , • • • • •• • : _ .` ' ,; .:' h a GALA FLORIDA 34474 (PAN EMBEDMENT) ! CONCRETE/MASONRY µ o ` r "•y o * _ >� INSTALLATION DET BYOTHERS (MINT. EDGE DIST.) �TICALSEC11ON - `.. ° PRO►RETARYMiDGO(:FPIENIILL '�. s . svw _ �' %?'i �; .'. fi ° ".''•• ..: 0.., PVC SINGLE HUN THE INFASYSTEANCONTANY RNTH6oMVNIN IS111ESOLE PROPEY T F� RAIY� (MMSONRY) KtNDO�Y SYSTEMS. INC, ANY REPRODUCTION IN PART OR AS ANk10lE 'F 0;- FL Ir 4' C 8100 MgUrrE / PERA45SION OF CUSTOM VANDCA 11 SYSTEMS, INC. IS c a . 1' 6 ti want- mrn � 9A�7�01`8S /2008 :Cw- SHEATHING I (MIN IEMBEDMENT) BYO EXTERIOR FINISH -- BY OTHERS • tip, 2 9Y WOOD BUCK I • BY OTHERS CAULK BEHIND FIN : •': BYINSTALLER~ WINDOW WRAP INSTALLATION ANCHOR, BY INSTALLER t I t8 WOOD SCREW M;i } PERIMETER CAULK BY INSTALLER 1/4' MAX VIM (SEE NOTE 2 & 3 ON SHT. 2) WINDOW FRAME HEAD 2 BY WOOD BUCK 1/4' MAX SHIM BY OTHERS (SEE NOTE 2 & 3 ON SHT.2) INSTALLATION ANCHOR. 98 WOOD SCREW WINDOW FRAME JAMB SHEATHING BY OTHERS EXTERIOR FINISH WINDOWFRAME BY OTHERS WINDOW WRAP SILL BY INSTALLER CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BYINSTALLER CAULK BEHIND FIN 114' MAX SHIM rn HORIZONTAL SECTION (SEE NOTE 2 3 3 ON SHT. 2) BY INSTALLER FIB N (WOOD) PERIMETER CAULK w BY INSTALLER •1:310= 2 BY WOOD BUCK o' BY OTHERS A UPDATED PER NEV wNDOW WRAP ,t;. BY INSTALLER • +. INSTALLATION ANCHOR, Al ( /: r aWOOD SCREW ..... . EXTERIOR FTNSH BY OTHERS s• ,; '� Y e 1 ., ' 18DO SW 44TH AVE. ': n , Q.,r"�� •` aCMp, CA(A,FLORIDA 34474 SHEATHSYOTHERS (MIN EMBEDMENT) :. //�//l o. �': }rr - •. INSTALL IION DET VERTICAL SECTION .. ' .• .. o . - "" o -• PVC SINGLE HUN .,t•^ � a FIN (WOOD) PROPRIETARY AND CONSWENTYLL ,:' .: �yi(� '1 L'��''ROBSIi[OW THE INFORMATIONCONTNNEOINTHIS DRAWNO IS THE SOLE PROPERTY WINDOW SYSTEMS.INC. ANY REPROOMMON IN PART OR AS ANRIOIl �MITQH"M. 8100 FL P.EyNQ.,�251f _ ' -: WRITTEN PSMOSION OF CUSTOM WMOOW SYSTEMS. INC. IS PROHISTMED. 7172OO8 O.: CWS- A 'BOFS M I A M I,DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 E.I. DuPont de Nemours & Co., Inc. 8480 Dupont Road Washington, WV 26181 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: DuPont Butacite PVB. Interlayer. APPROVAL DOCUMENT: Drawing No.96-0904.06, Sheets 1 of 1, titled "Dupont Butacite PVB Interlayer," dated 10/01/02, prepared by William M. Meyers. signed and sealed by W. M. Meyers, PE. bearing the Miami - Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Glass laminated with DuPont Butacite PVB Inc. shall be permanently marked in a corner of the glass with: a) Authorized Laminator name. b) Glass standard specifications. c) M.D.C.A.LSG that stands for Miami -Dade County Approved Laminated Safety Glass This mark shall appear in the same area of the lite as the appropriate safety label. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this.entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0828.15 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Candid I —Font PE. NOA No: 05-1208.02 . = Expiration Date: December 11, 2010 Approval Date: January 5, 2006 Page 1 E.I. DuPont de Nemours & Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.96-0904.06, Sheets 1 of 1, titled "Dupont Butacite PVB Interlayer," dated 10/01/02, prepared by William M. Meyers, signed and sealed by W. M. Meyers, P.E. B. TESTS Laboratory Test Date Signature 1. Omega 16224-110875 ASTM D1929 03/18/02 J.W. Dougherty PE. 2. Omega 16224-110878 ASTM D 635 03/15/02 J.W. Dougherty PE. 3. Omega 12210-110880 ASTM E 84 03/13/02 J.W. Dougherty PE. 4. Omega 16224-110877 ASTM D 635 03/15/02 J.W. Dougherty, PE. 5. Omega 16244-110876 ASTM D 1929 03/18/02 J.W. Dougherty, PE. 6. Omega 12210-110879 ASTM D 84 03/13/02 J.W. Dougherty, PE. 7. PRI 01059 ASTM D 790 03/21/02 J.C. Thomas, PE. 8. ATL 0625.02-02 PA 201 & 203 08/01/02 W.R. Mehner, PE. C. MATERIAL CERTIFICATION N/A D. QUALITY ASSURANCE 1. Building Code Compliance Office. E. STATEMENTS 1. Code compliance letter issued by R. E. Fisher & Associates, Inc. on 10/04/02 and signed by R: E. Fisher & W. M Meyers. 2. No financial interest letter issued by E.I. DuPont de Nemours & Co., Inc. and notarized on 10/04/02 by G.R. Whitten. 3. No financial interest letter issued by R. E. Fisher & Associates, Inc. on 10/04/02 and signed by R. E. Fisher & W. M. Meyers 4. No change letter issued by DuPont on 12/06/05 and signed by C. A. Smith Ph.D. Cap 'do F. Font PE. Sr. Product Control Examiner NOA No 05-1208.02 Expiration Date: December 11, 2010 E-1 Approval Date: January 5, 2006 A B C SECTION DUPONT BUTACITE* PVB MATERIAL PRODUCT DESCRIPTION Manufactured by. E.I. DuPont de Nemours & Co., Inc. A plastic interlayer material for Lamination with Glass On Both Sides. A typical glazing is made of the Following components, A 1/w Annealed Glass B 0.090" DuPont Butacite* PVB C 1/81, Annealed Glass MATERIAL CHARACTERISTICS D uPont Butacite PVB Material ANW1504 Designation Test Properties Butacite* (Revised) Self Ignition Temperature ASTM D1929 770 F Flame Spread Index ASTM E84 60 Smoke Developed Index ASTM E84 350 Burning Rate ASTM D635 6.6 mm/min. Xenon Weathering ASTM G26 (4500 hrs.) WEATHERING PER SECTION 2605.2 OF THE FLORIDA BUILDING CODE. * Weathering Flexural Strength M BASTD790 Before After 3361 psi 3533 psi THIS IDA Ca%pawf mT AppftyAI. ANO b6,L5,NoT IN4Lotor Asa 1.tlAL41AT10W Oi S'iRuC.TuRAk. of "rwb Co*t I�oNGai'S�STI±KS laCotZPo4AT�wG Tmts C.CAPO"Is" T .5gh 1. 4PPI.-A f0vt A pnpoucv APPnpv'%C Tc� T H%% OF F1G%S AKA SHAD. SugK1r TF_%vfZEP&1vr5&UD oTF11FtL R�Qu�rtRp.pOc.u.HltaTS 3KQw%MG 'THAT TND. S#J ST$'H uSUIG T%%15 CO MP c o IC14T W14L QVLU1141 'MIL L041D 5 &=Or& aucs To Q_1%A1P4:.TL %4�b OPTA% FLOMIDA PbL%%LVwCa Cove 2.00q. FRODUCTREVISED as cempbrog with do modft BU-10ing; Code 02- o .1 S �XCb�Cu�s,� ao r� I � D£a Miami ndc pmdala CastM4 F L A. 1 87 STRUCTURAL Date:10a /e :I— PVB Interlayer E.I. DuPont de Nemours & Co., Inc. Box #1217 Butacite* PVB Parkersburg, WV 26102 Dwg. #96-0904.06 Sheet 1 of 1 Rev.4 Drawing Date: 10/1102 William M. Meyers, PE Registration # 18755 , M IAM 1•DADE 'l BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MLAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Spectus Systems — A Mikron Company 501 Elida Street Winnebago, IL 61088 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade -County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: The approved White Rigid PVC Exterior Extrusions for Windows and Doors are to be produced by Extruders Licensees in "AAMA Certification Programs for rigid PVC Extrusions". The extrusions shall meet ASTM D 4726, classification (ASTM D 4216) 1-10154-33-0000, 1-20131-13-0000 or 1-40131-13 and the following properties. Description Test Properties Rate of Burning ASTM D-635 Class C1 Self Ignition temperature ASTM D-1929 9250F > 650 Average Smoke Density Rating ASTM D-2843 43% < 75 Flame Spread Index ASTM E-84 26.2 < 75 Tensile Strength (Difference: *Exposed & Unexposed) ASTM D-638 4.98% < 10 *Exposed per Section 2605.2 of The Florida Building Code. The scope of this approval does not include an evaluation of the structural performance of the extrusions. Testing as part of a system shall be required to determine the suitability of the system for that particular use. This component is intended to be used as a structural profile of windows and doors as permitted by the FBC and where a Notice of Acceptance has been issued by Miami Dade County Product Control Section for that specific application. LABELING: Each carton containing certified extrusions shall be labeled with the AAMA PVC Extrusion Certification Label with the extruder name city, state and "MDCA". In addition, (a) each Certified Extrusion shall be labeled every 4 ft or less on the underside with the Extruder Code and "MDCA" or (b) each window assembly shall be labeled with a permanent label and/or stamp with the Extruder Code and "MDCA". NOA No: 06-1220.01 Expiration Date: December 26, 2011 °` J I 11 b1 Approval Date: January 11, 2007 Page 1 MIAMI-DIADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MUM-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Spectus Systems — A Mikron Company 501 Elida Street Winnebago, IL 61088 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA is issued to an associate of AMMA 98-0036 and consists of pages 1, 2. and evidence page E-1 The submitted documentation was reviewed by Jaime D. Gascon, PE. _t� NOA No: 06-1220.01 Expiration Date: December 26, 2011 �1011_ 67Approval Date: January 11, 2007 Page 2 SAectus Systems — A Mikron Company NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS N/A B. TESTS 1. Test report on Rate of Burning, Ignition Temperature, Density of Smoke, Surface Burning Characteristics, Accelerated Weathering and Tensile Properties Test of "PVC Extrusions from 5 different manufacturer" selected by AAMA", prepared by ETC Laboratories, report # ETC 97-264-40910, dated 04/21/98, signed and sealed by J. L. Doldan, PE. C. QUALITY ASSURANCE 1. Building Code Compliance Office. D. STATEMENTS. 1. No -financial Interest Statement Letter by R.E. Fisher and Associates issued on 05/31/98 and signed by R.E. Fisher. 2. Code Compliance Letter by RE Fisher and Associates issued on 05/31/98 and signed by R.E. Fisher. 3. No -financial Interest Statement by ETC Laboratories issued on 06/12/98 and signed by David. Kehrli. 4. Component Release Letter issued by American Architectural Manufacturers Association on 09/07/01 and signed by Dean Lewis. 5, Member acknowledge letter issued by Mikron Industries, Inc./Spectus Systems on 08/03/01 and signed by Douglas W. Allen. 6. Letter of "no change to product since last approved" from Mikron Industries, Inc. dated December 8, 2006, by Douglas W. Allen. E. MATERIAL CERTIFICATION 1. AAMA Publication No. 109-04. 2. AAMA Publication No. 303-05. 3. AAMA Certified PVC Extrusion Listing (Dated 11/29/06). Candido F. Fo t PE. Sr. Product Control Examiner NOA No 06-0705.03 Expiration Date: September 7, 2011 Approval Date: September 7, 2006 E-1 01/20/2010 14:35 7725699114 UPSTAIRS PAGE 12f12 L. Roberto Lomas P.K 1432 woodPord Rd. Clemmcsns, tic 27012 33&915.96" Engineering Evaluation Report Report No.; 010" units"- LO. MaxDEC. oea Prassura Rat In et Ran 3rx33 31 9113 x27 75.0 sf Laa and Snil Missile Impact to 53 Iff x 7W 4711116'x3311118" 67.5 Ref La aend Std Missfehn • Units must bs glaaed with 14 IGU oorwisting of outboard Hte 1/11' Ann — Air— 511W 18n71MWCI inboard Fite consisting of iff Ann — .097 Qupont Butac ite PVB intedayer-110" Ann per ASTM E. 1300. • Dupont Butedta PV8 interlayer per N.O.A. 05-1209.02 • Tabs product is rated to be u"d in the HVHZ_ Thia product is impact resWnt and om not require impact protection in vfind bonze debris regions. * Frame material to be white rigid PVC per N.O.A. 03-1220.01. Instavad". Units must be instafled in acrxirdsnae with approval document, GUYS-15S Revision A. c#Wftaftn of/ndepet ftW: P1sase nobs that 1 don't hate nor will acquire a financial interest in any company manufacturing ordistributing the praduot(s) forwhich Phis report is being issued, Alan.1 don1 have nor will ecgwm a ftrlaneial interest in any vihsr enfdy Involved in the approval prwms of Qm listed prbduct(s), �Nt�lt�lll tad/j�,1 L , .' r•• of rM "t .'�P� A Ilk ; tares AT OF2012 lb • l/111 1 ��. �' w• Luis R. Lamas. P.E. FL No.: 02514 0710200B 01/20/2010 14:35 7725699114 UPSTAIRS PAGE 11/12 L. Roberto Eomay F.E. 1432 Woodford Rd. Clemons, NC 27012 33&945-9693 Manufacturar; Custm WWdgw System 1900 S.W. W ,Avenue Oada, FL. 34474 PMduct Line. 8100 PVC Single Hung— Impact resisfan EngineeAng Evaluation Report FtWit No.: 6104M C0MPNanca: Tho above mentioned product has boar evaluated fbr compliance with the requirements of the Florida Department of Community Affairs for aStatouiide Acceptant* per Rule 98.72.070 method 1(d). The product listed haMn complies with the 2007 Florida Building Coda. PmOxt dewriptfon: Single Hung window, Impact resistant made bf whits* rigid PVC. Frame and active sash were of % Wtded mitered comer construction. 86pporav Tech"kal1 wVMRrrtltHort: 1. Approval document drawing numberCWS-155 Reviston A, sheet 1 of$, titled PVC Single Hung. prepared. signed and sealed by L, Koberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 21t1. IM2, signed by Gerard J. Ferrara P.F. National CerKed Testing Laboratories, Orlando, FL, 6100 PVC SH, Frame installation. TAS 201.94 Large Missile Impact Test TAS 20244 Unitorm Static Air Pleasure, *75.0psf design pre8sure.10.13 psf water irrflitr on TAS.2rx3.94 Cyclic Pressure Los ding r75.0psf design pressure b) Report No-: NCTL 21041t30-,2A, Signed by. Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, Fk. 8100 PVC CH, Frame Installation ASTM E 188ti-02 and ASTIVI E11996-02 ASTM E 18861E 1908 Larga M liissile impact Pest, Levef P. Wind Zone 4 ASTM E 18ME 1996 Cyclic Load Test, *75.0 psf design pressure c) Report No.: NCTL 210418M, signed by Gerard J, FwMm P.E. National Certified Testing Laboratories, Orlando. FL. 8100 PVC SH, Fin Installation TAS 201-94 Large Minsk Impact Test TAS 202-94 Unlfcrm Static Air Pressure, t87.5psf design ormure,10,13pof water inflltratlon TAS 20344 Cyclic pressure Loading *67.6 psf design pressure dj Report No.: NOTL 210.31W-38, signed by Gerard J. Ferrara p.E- Natiana► Cabled Teating Laboratories, Orlando, Ft. 8100 PVC SH, Fin installation ANSitAAMA1N aA 10VI.S.2-47 Design pressure, f67.5psf Water penetration resistance 10-13psf ASiM E 18613-M and ASTM E1995-M ASTM E 18WE 19W Large Mis$ge impart Test Level b, Wind Zone 4 ASTM E 18861E 1998 Cyclic, Load Test, *87.5 psf design pressure 3. Anchor calculations, report number 510151A, prepared, signed and sealed -by L Roberto Lomas P.S. pf • ,C �f EX AA 4.., r•� 0 ��^ "~ y.,1 may. ,��� �• .v'�.�;�".• r.� » ♦ .�.. *r'.' TAT OF404 • 14 'r� •`, won ..�.` 1�4 MW� F/2�s�r'���yAYxY Luis R. Lwow, P-r. FL i4o.: 02514 (018I20os 01/20/2010 14:35 7725699114 UPSTAIRS PAGE 10/12 L. 'Robedo Lomas RE. 1432 Woodford Rd. CI mmom, MC 27012 336-M-9695 Limitsfims and Condigons of us: Eingineering Evalluaftn Report Report No.: 510gti9A Unit sire Max. D.1-0. 000110n PM9sure FlAtln Int Ot RWn U to37"k83" 29'/. x55 Ys"64.a gg tAmeandsmaila".11e Im Ue to 9rxW ft Y@ XB4 ,1 kBf arnt Small tuasslte ImAact • Units up to 37NOT must be glamd with: f ° IGU consisting of outboard lite 1M' Ann - Air- laminated inboard lite coftaWng of 1W Ann - 0,090" Solutia or DuPaM PVB inEedayer - Iff Arlo, per ASTV B 1300-02. • Units up to Srx72" must be 91md with Ile IGU consisting of: outboard Ate f/8' HS - Air - laminated inboard IN consisting of 118" HS -- p.OW Solute or DuPont PVB intedayer -101" HS, per ASTM E I-21W,02. ■ Saluda intetlayer per NOA 03-M7.00 • DuPord intertager per NOA 05-1208.02 • "Mr. produtt is rated to be used in the HVH7- • This product is impact resistant and dow not require Impad protection In wind borne debris regions. • Frame material to be white rigid PVC per NOA 06-1220.01 InstaAG�fi'an; • Units must be irtstalied in accordance with approval document, OWS-1f31 Revision A_ Cwtiffeadon of In*pendence: Please note that 1 don't have nor will acquire a financial interest in any comparry manufacturing or distributing the pradtlet(s) for which thle report is being issued. Also, i don't have nor will acquire a financial interest in any other entity involved in the appmvat proom of the listen product(s). 2uF2 tYi'M71ZQ09 ° "' 01/20/2010 14:35 7725699114 UPSTAIRS PAGE 09/12 L. ,Roberto Lom= P.E. 1432 Woodford Rd Cftmns, NC 27012 336.945-9695 liM*ntdacturpr: CustAm Window Systems 1900 S.W. 410 Avenue acala. FL 34474 Product #bras 84W PVC Casement — Impact resistant Engineering Evaluation Report Report NO,: 510MA compliance: The above mentioned product has been evaluated for compliance Wth the requirements of tha Florida DepmtrnaM of Comrnurhty Aifah for Statewide Acceptance per Rule 98-72.070 method 1(d). The product listed herein compiles With the 2007 Florida Ruilding. Product dos 0&W,* Casement Window, impact resistant made of white rigid PVC. Frame grid salve sash wore of W Mad mitered comer construction, SuPParft# Tec*ntcai Documantadon. 1. Approval document: drawing number C VS-101 Revision A, dated 00119/200$ sheet 1 of S, titled MG PVC Casnment, prepared, signed and seated by L. Roberta► Lwas P.E. 2. Teat reports: a) Report No,: NM 210-3V4-1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratodees TAS 201-94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure. t57.5paf design ptmure,10,5psf water tnfiltratkm TAS 203-94 Cyclic Pressure Loading iSO.Cpsf design pressure b) Report No.: NCTL 210-3274-1A, signed by Gerard J. Ferrara P.E National Certified Teatime Laboratories ASTM E 188M and ASTM El996-02 ASTM E i8881E IM Large Missile impact Test, Level D. Wind Zone 4 ASTM E 18881E 1996 Cyclic Load Test,160,Opsf design pressure c) Report No.: NCTL 210-3278-1, signed by Gerard J. Ferrara is.E National Certified Testing Laboratories TAS 201-94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure,107.5psf design pressure.• 10.8psf water infiimon TAS 203,94 Cyclic Pressure Loading t611-5psf design pressure d) Report No.: NCTL 2104176.1A, signed by Gerard J. Ferrara KE National Certified Tes#% Laboratories ASTM E 18W02 and ASTM l`7996.02 ASTM E 18MIE 1WO Large Missile Impact Test, Level 0. Wind Zone 4 ASTM E 1t3ME 19% Cyclic Load Test, 3.87.5psf design pressure e) Report No.: CTLA 1344W 4, signed and sealed by Ramesh Patel P.E. National Certfied Testing Laboratories AAMAMMOA 10111,8 2-97 Design pressure: :40,Cpaf Water pene"fian resistance: 10.5psf 3. Anchor calcination report number 51011$. prepared, signed and Sealed by I.. Roberto Lamas P.E. 1 or2 V Stt�e .L�ti iF`?U r ter'`•'r ,* ' r.vS�Vh •,lj��••'Y �A �t