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WS-15-279Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-231717 Permit Number: WS -2-15-279 Scheduled Inspection Date: April 22, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: TRAAD, MONIQUE Work Classification: Window/Door Replacement Job Address: 50 NE 104 Street Miami Shores, FL 33138-2027 Project: <NONE> Contractor: HURRICANE WINDOW AND SCREEN Building Department Comments REPLACE 9 WINDOWS AND 2 DOORS Phone Number Parcel Number 1121360130890 INSPECTOR COMMENTS False Phone: 305-235-8110 Inspector Comments CREATED AS REINSPECTION FOR INSP-231610. CREATED AS Passed OL REINSPECTION FOR INSP-229252. CREATED AS REINSPECTION FOR INSP-227891. Not ready Failed ❑ No access Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. April 21, 2015 For Inspections please call: (305)762-4949 Page 8 of 27 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-230339 Permit Number: WS -2-15-279 Scheduled Inspection Date: April 03, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Window Door Attachment Owner: TRAAD, MONIQUE Work Classification: Window/Door Replacement Job Address: 50 NE 104 Street Miami Shores, FL 33138-2027 Phone Number Parcel Number 1121360130890 Project: <NONE> Contractor: HURRICANE WINDOW AND SCREEN Phone: 305-235-8110 comments REPLACE 9 WINDOWS AND 2 DOORS INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-229251. CREATED AS REINSPECTION FOR INSP-229225. CREATED AS REINSPECTION FOR INSP-228741. CREATED AS REINSPECTION FOR INSP-227890. Not ready Failed ❑ NACCESS No access, second time Supply letter from Arch/ Eng for structural attachment with 2 X Correction ❑ � �� ®� Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. April 03, 2015 For Inspections please call: (305)762-4949 Page 11 of 32 RAMMS ENGINEERING, INC. 2100 W. 76TH STREET, SUIT 311 HIALEAH, FLORIDA 33016 ROBERTS. MONSOUR P.E. 305- 822-3141 April 2, 2015 Re: Traad Residence at 50 NE 104 Street Miami Shores, Florida To whom it may concern, This is reference to the installation of Horizontal Sliding Glass Windows and French Doors at the above referenced site. The Structure is a One Story, Single Family, CBS Residence. Based on my calculations, enclosed, along with Photos taken during construction, I have determined that the installation of the doors and windows are in accordance with the requirements of the NOA's and the Florida Building Code, 2010. Refer to my calculations for the correct size of anchors and spacing along the 2"x 4" wood bucks. Let me know if there are any questions on the above. Sincerely, �Z avti�� Robert Monsour 11955 Calculations enclosed. Miami* hones Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 RPUILDING F"ERMIT APPLICATION u'� • � �� :�: � : ��ij � til .I�t FBc 2010 Permit No.Ws-1 s —2--49 Master Permit No. ,SOB ADDRESS: d_';®IF City: Miami Shores County: Miami Dade Zip: --?N� Folio/Parcel#: ®\ 7 on QN <2� j Is the Building Historically Designated: Yes NO / Flood Zone: OWNER: Name (Fee Simple Titleholder):' �: ��c� �.� Phone#: 15 �\ % -) k4 , City: _M 1, a e"\ ® e State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: \ y N r , C' 9L -a4 14 A� �j VrAQO Phone#: Address: z City: a 0, pi, o State: Zip: .Al I� Qualifier Name: Mavr, rte, an gu /T-4QL 6"� Phone#: State Certification or Registration #: Certificate of Competency #: 9 C) c9 Contact Phone#:30 � ) -:\ C1 --N\ % ® - Email Address: Q_ \ 'rl- \ �$ QL ('A, 10, 1 lk A , - t �� DESIGNER: Architect/Engineer: Value of Work for this Permit: $ _ U4 Square/Linear Footage of Work: Type of Work: ®Addition UAlteration ®New / Repair/Replace Description of Work: 19-A2\ k e- %.--- \ s \& U cj C l0/0 ill SCO a C Color thru tile: Submittal Fee $ ��' 00 Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ TrainingtEducation Fee S Double Fee $ Structural Review $ 's b2 CCF $ CO/CC $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) 4-1A Bonding Company's Address City State Mortgage Lender's Name (if applicable) lnlr� Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 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 a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... 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 zoning. }�gs�v "WARNING NG 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 FINANCING9 CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE CORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 ,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Contractor The foregoing instrument was acknowledged before me this"-- day hisday of EA1 , 20 L ry who is personally known to me or who has produced --z e� elentification and who did take an oath. NOTARY PUBLIC - APPROVED BY \ Plans Examiner Zoning Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Clerk Sign: (tea : A MOUSSA Sig 04! MA :• �- ►� �iIOUSSA am +� C M1SSIpq�EE833726 Pri t , MY 044 SIGN # EJ.8y 6 Print: It)...... •� er My Commi FloridallotarySena:e.com M y allotarysery ce.com APPROVED BY \ Plans Examiner Zoning Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Clerk r STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD RX11066811 The SPECIALTY STRUCTURE CONTRACTOR Named below HAS REGISTERED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2015 (INDIVIDUAL MUST MEETALL LOCAL LICENSING REQUIREMENTS PRIOR TO CONTRACTING IN ANY AREA) AL-JAMAL, MOHAMMAD HURRICANE WINDOWA SCREEN 8515 SW 129TH TERRACE MIAMI FL 33156 RICK SCOTT ISSUED: 09/01/2013 SECI # L1309010002350 GOVERNOR DISPLAY AS REQUIRED BY LAW 002184 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 3123155 BUSINESS NAME/LOCATION RECEIPT NO. HURRICANE WINDOW & SCREEN RENEWAL 8515 SW 129 TERR 3262086 MIAMI FL 33156 KEN LAWSON SECRETARY 1EPTEMIB:EIt 3Q, 2015 Must, be displayed at place of business Pursuant to County Code Chapter BA - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED BROTHERS TWO WINDOWS& SCREENS 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR INC 95BS00368 $75.00 07/28/2014 Worker(s) 10 CHECK21-14-036627 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holders qualifications, to do business. Holder musttcomply with any governmental or nongovernmental regulatory lawn and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec Ba -276. For more information, visit www.miamidade.goy/taxcollectar 001071 Local Business Miami -Dade County, THIS IS NOTA BILL 1232545 BUSINESS NAMFULOCATION HURRICANE WINDOW & SCREEN 8515 SW 129 TERR MIAMI FL 33156 Tax Receipt State of Florida DO NOT PAY RECEIPT NO. RENEWAL 1232545 iEPTEaER 30, 2015 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED BROTHERS TWO WINDOWS & SCREEN 213 SERVICE BUSINESS BY TAX COLLECTOR INC $75.00 07/28/2014 Employee(s) 5 CHECK21-14-036627 Not a Contractor Receipt This Local BusinewTax Receipt only coon of the holder's nfirms payment of the Local Business Tax. The Receipt is not a license, aenongovernmentalor a lrregu regulatory laws and requirementso do business. Holder must which apply to the business.camplywrth any governmental The RECEIPT N0. above must be displayed on an commercial vehicles - Miami -Dade Code Sac Ba -276. For more information, visit www miamidade ggmft9collentor 001430 Local Business Tax Receipt Miami -Dade County, State-- of Florida -THIS IS NOTA BILL - DO NOT PAY 1232545 BT BUSINESS NAME/LOCATION RECEIPT NO. F-XFIIRES, HURRICANE WINDOW & SCREEN RENEWAL SEPTEMBER 30, 2015 8515 SW 129 TERR , 1993311 Must be displayed at piece of Business MIAMI FL 33156 Pursuant to County Code Chapter BA - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED BROTHERS TWO WINDOWS &SCREEN 214 RETAIL SALES BY TAX COLLECTOR INC $75.00 07/28/2014 Employee(s) t CHECK21-14-036627 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder s qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory lawsaad requirements which apply to the bnslness. The RECEIPT N0. above must be displayed on all commercial vehicles - Miami -Dade Code Sec Ba -276. For more information, visit vstww miamidedo goirAwrollector CTQB. . Construction Trades Qualifging Board BUSINESS CERTIFICATE OF COMPETENCY f 95BS00368 TWO WINDOWS & SCREEN INC B.A.: HURRICAN SCREEN & WINDOW AL-JAMAL MOHAMMAD Is certified under the provisions of Chapter 10 of Miami -Dade County VAL.OG RAdtt" U11iTM��Qi � codik 2:) n ctor's lax Receipt Imunj Ip�al Cont ra��,� State of Florida Miami -Dade DO NOT PAY -rills is NOT A BILL NO: 958500368 RECEIPT NO• N suslNEss AM NEW BUSINESS HURRICANES IN� &SEN 7457 �g .8515 SW 129 TERR MIAMI, H„ 33156 Chapter 8A - E Sot 2015 .lace of business PAYMENT RECEIVED Type OF BUSINESS fA CTOR BY TAX COLLECTOR OWNeR �O WINDOW SCREENS SPECIAM BUILDING CONTRA 25000 11/04/20 BROTHERS p228-15-000866 INC i For more inN�ation. visit lN]� 170 AC40REP CERTIFICATE OF LIABILITY INSURANCE 2%6/2 15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CPC FINANCIAL SERVICES INC 3835 SW 8 St Coral Gables, FL 33134 CONTACT NAME: PHONE305774-9618 FAX No.-9620 o Ext: ( )A/C,No:(305) 774111 E -C ADDRESS: 7modia@cpc-insurance . com GENERAL LIABILITY INSURER(B) AFFORDING COVERAGE NAICO INSURER A: Scottsdale Insurance Company INSURED Brothers TWO Windows & Screens, Inc. INSURER B: dba Hurricane Window & Screen INSURER C: 8515 SW 129 Terr INSURER D: INSURER E Miami., FL 33156 305-235-8110 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY MM/DD POLICY P MWDD LIMITS GENERAL LIABILITY EACH OCCURRENCE s$1,000,000 PREMISES EB occurrence $ $50,000 X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FXI OCCUR MED EXP (Any one person) $ $5,000 A CPS2068329 9/24/14 9/24/15 PERSONAL&ADV INJURY $$1,000,000 x GENERAL AGGREGATE s$2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OPAGG $$1,000,000 Jo X POLICY[71 PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLETTMT7-- (Ea accident $ BODILY INJURY (Per person) $ ANYAUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED$ AUTOS PROPERTY DAMAGE Per acc dent UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ F� SS LIAB CLAIMS -MADE DECD'RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? CI N/A I WCSTATU OTH- TORY LIMJTS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1 $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space is required) Window Installing Company CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2 Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33238 AUTHORIZED REPRESENTATIVE 1'"A' fax 305-756-8972 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD25(2010/05) The ACORD name and logo are registered marks of ACORD . Feb. 9. 2015 10:52AM No, 8129 P, 1 a �® CERTIFICATE OF LIABILITY INSURANCE°Aon '"'J ANY REGUIRE:MENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO NMICH THIS CERTIFICATE MAY BE ISSUED OR PRODUCC R THIS CERTIFICATION IS ISSUED AS A MATTER OF INFORMATION Schwabe Benefits Group 6525 S.W. 92nd Street Suite 13-6 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # Miami, FL 33158 INSURpD INWAERA: Technology Insurance Company INSURER B: Brothers Two Windows & Screen, Inc. DBA Hurricane Windows & Screen, Inc. INSURER C; Miami, FL 33166 INSURER I INSURER E PREMISES Eaocarerroe a COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED A13OVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REGUIRE:MENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO NMICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSP LTR ADM' IN9R TYPE Oz INSURANCE POLICYNUMBER POLICY RATic MMA)INUDI NE POLICY MIDDIT10N DATE MMIND LIMITS OENERALLIABA.ITY EACHOCCURRENCE a PREMISES Eaocarerroe a TCOMMERCULGENEPALLtAMUYY CLAIMS MADE ❑ OCCUR MED EXP (wIy one P0(WA) a PERSONAL&ADV INJURY $ OENERALAGGREGATE $ GEN L AGGREGATE UMI T APPLIES PEI: POLICY JFCT PRO- Loc PRODUCTS - COMPIOP AGG a a AUYOMos" LIABILITY ANY AUTO COMBINED SINGLE UMFT a IF-awldwo ALLOWNEDAUTos SCHEDULEDAUTOS BODILYINJURY S (P -o tson) HIRED AUTOS NON.OWNEDAUTOS BODILY INJURY (Pef-dd-) $ PROPERTY DAMAGE S (Pef aetidele) GARAGELtURM AUTO ONLY -EA ACCIDENT a OTHER THAN EAACO S ANYAUiO AUTO ONLY., AOO S EXCESSAIMBRELLA LIABILITY OCCUR CLAMS MADE EACH OCCURRENCE s AGGREGATE S S a DEDUCTIBLE RETENTION S S A WORKERS COMPENSATION AND EMPLOYERS' LIARWTY TWC-3422668 OM/2014 08/04J2015 X ORYUi;IPIS ER E.L. EACH ACCIDENT s ANY PROPRIETORfPARTNERrt7CE_ uYIVE EL DISEASE • EA EMPLOYE S OFnCERIMEMSEA EXCLUDS07 R yes, dsaaMe Welder EL immE - Pw, y LIMIT S PES PROVISIONS blow OTHER MSCIUFVION OF OPERATIONS I LOCATIONS! VEHICLES I EXtxUS10N3 ADDED BY ENDORSEMENTI SPECIAL pROMIUMS License 1395SS00368 PCDTICIP�YC Llnl hC,-. ww�a GANGELLA-tiON SHOULD ANY OF THE ABOVE DESCRIBED POUCII?S BE CANCELLED BEFORE THE EXPIRATION 10050 N.E. 2ndd AAvenue Miami Shores PA79 7mEREOF, THE ISSUING INSURER WILL ENDEAVOR I'0 MAIL 30 DAYS wARTEN ve Miami, FL 33138 NOTICE TO THE CBRYWMATE HOLosa NAMED TO THE LEFT, BUT FAILURE TO DO SO $HALL IMPOSE NO OBLIGATION OR Uhtlq TY OF ANY KIND UPON THE INSURER, ITS AGENTS OR JONNAME/ADDRESS.• TRAAD RES/DENCE - 50 NE 104THST - MIAM/SHORES, FL 33138 DESIGN CRITERIA FLORIDA BUILDING CODE 2010 WIND CODE: ASCE 7-10 MEAN ROOF HEIGHT: 15.00 EXPOSURE: C BUILDING RISK CATEGORY II CONSTANT: 0.00256 _(GCPI): 0.18 WIND VELOCITY (V): 175 _( d): 0.85 EXPOSURE ADJUSTMENT (Kz): 0.849 _(Kzt): 1 FLAT ROOF: NIA Q= 0.00256 (Kz) (Kzt) (Kd) (V) A2 156.58 p.s.f. W= Q (GCP +or- GCPI ) P= 0.6 W .......... (ASD) 13 P= W ............... (LRFD) 0 RAMMS(�DDCNGINCCRING, INC.d lhwGlillsa ol/P/"�w 2100 W. 76th STREET, SUITE 311 ROBERT S. MONSOUR EB 0006024 HIALEAH, FLORIDA 33016 P.E. FL# 11955 CALCULATIONS PROCEDURE EXAMPLE, USING MARK 1 W(+)= ..............56.58 p.s.f. ( 0.9516307 + 0.18 +64.03 p.s.f. ..........P(+)= 0.6 (+64.03 p.s.f. ) — +38.42 p.s.f. W(-)= ..............56.58 p.s.f. (-1.3032614- 0.18 )_ -83.92 p.s.f. ...........P(-)= 0.6 (-83.92 p.s.f. ) - - 50.35 p.s.f. WINDLOAD PRESSURE TABLE FOR• • - 39.86 � ��►1\�11[�1rtilll L JOB NAME/ADDRESS.• TRAAD RES/DENCE - 50 NE 104TH ST - M/AM/ SHORES, FL 33138 , DESIGN CRITERIA FLORIDA BUILDING CODE 2010 WIND CODE: ASCE 7-10 MEAN ROOF HEIGHT: 15.00 EXPOSURE: C BUILDING RISK CATEGORY II CONSTANT: 0.00256 (GCPI): 0.18 WIND VELOCITY (V): 175 (Kd): 0.85 EXPOSURE ADJUSTMENT (Kz): 0.849 (Kzt): 1 FLAT ROOF: N/A Q= 0.00256 (Kz) (Kzt) (Kd) (V) A2 156.,58 p.S.f. W= Q (GCP +or- GCPI ) P= 0.6 W .......... (ASD) GO P= W ............... (LRFD) 0 PAM ENGINEERING, INC. d lhw &c ,lli q&m# v 2100 W. 76th STREET, SUITE 311 ROBERTS. MONSOUR EB 0006024 HIALEAH, FLORIDA 33016 P.E. FL# 11955 CALCULATIONS PROCEDURE EXAMPLE, USING MARK (A) W(+)= ..............56.58 p.S.f. ( 0.9807702 + 0.18 )_ +65.68 p.s.f. ..........P(+)= 0.6 (+65.68 p.s.f. ) = +39.41 p.s.f. W(-)= ..............56.58 p.s.f. (-1.3615403- 0.18 )_ -87.22 p.s.f ...........P(-)= 0.6 (-87.22 p.s.f. ) = - 52.33 p.s.f. WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.Ft.= 313.71 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE ZONE P.S.F. N.O.A. Gcp + Gcp A HORIZ-ROLLER IMP. 74.000 50.000 12.85 39.41 -52.33 END (5) FL -16736.1 0.98077015 -1.36154030 B HORIZ-ROLLER IMP. 111.000 63.000 12.14 39.55 -42.95 INT (4) FL -16736.2 0.98512887 -1.08512887 C HORIZ-ROLLER IMP. 74.000 38.000 9.76 40.06 -43.45 INT (4) FL -16736.1 1 -1.1 C' HORIZ-ROLLER IMP. 74.000 38.000 9.76 40.06 -53.64 END (5)1 FL -16736.1 1 -1.4 D HORIZ-ROLLER IMP. 47.000 34.000 5.55 40.06 -43.45 INT (4) FL -16736.1 1 • • • -1.1 E HORIZ-ROLLER IMP. 74.000 63.000 16.19 38.80 -51.13 END (5) FL -16136.1.s 0.963051'699 -1.3261D3399 F HORIZ-ROLLER IMP. 53.000 63.000 11.59 39.67 -43.07 INT (4) FL -16736'.1 *0.9886 92 ,,1.088684302 G HORIZ-ROLLER IMP, 106.000 63.000 11.59 39.67 -52.87 END (5) FL -16736'.:.4 00.9886$4302 -1.3773t8k H HORIZ-ROLLER IMP. 37.000 38.000 4.88 40.06 -43.45 INT (4) FL -I d2fele 1 • -1 • • • • i A DepW,�,pntff BCS Home ; Login � User Registration Hot Topics SubmitSurcharge _ Stats & Facts Publications FBC Staff i BCS Site Map Links Search 3t es ) , ! iProduct Approval �� USER: Public User Regulation - I Product ADDroval Menu > Product or ADDillication Search > Appflcatlan List Search Criteria Refine Search ffi�4�h Lu h��kuSu�h �lA`E32+i� E'ki T61' •l ii d... Application Type ALL Product Manufacturer Custom Window Systems Inc. Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL - _ ':- FL14850-R1Revision 'Storni Window nc teven M. Urich, PE mover# History FL140 1 _ 17) 932-8500 �. Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. 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To determine IF you are a licensee under Chapter 455, F.S., ploeatbk hgnL. • Product Approval Amapts: • • f 00#0 •••••• • • • • 1 of 1 10/10/2014 11:58 AM • •••••• • •• ••••• • • • • • •••••• 1 of 1 10/10/2014 11:58 AM 9/3/2014 Michael LaFevre Florida Building Code Online rdafevre@cws.cc L Brian Tenace m a Address/Phone/Errail 1900 SW 44th Ave. �� } SCIS Home -Log In F User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map Links Search B nes Pus Product Approval roessi EW Public User Jeff Thompson • Regulation Address/Phone/Email 1900 SW 44th Ave. • . Product Aoomval Menu > Produc¢ or AnnGCation Search > Aoolication List > Application Detail Archived Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Michael LaFevre rdafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Errail 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson • • • • Address/Phone/Email 1900 SW 44th Ave. • . sees sees•• Ocala, FL 34474 e • • • • • • (352) 368-6922 Ext 221 •••:0• • • •• s•ssi• ithompson@cws.cc 000000 e • sees • sees sees•• • • Category Exterior Doors 6660 • • • s ees sees• Subcategory Swinging Exterior Door Assemblies 000000 • • • • • � • • � • sees• •• •• sees sees** Compliance Method Evaluation Report from a Florida Registerait &WIj%ect or a Ucensed Florida • Professional Engineer • • •� 11' Evaluation Report - Hardcopy Received e : • • • i • • e • • • • • • • •• • • • se• • • sees•• Florida Engineer or Architect Name who developed the Lucas Turner e • • • Evaluation Report Florida License PE -58201 Qualit Assurance Entity Ke stone Certifications, Inc. Validated By Steven M. Urich, PE fA Validation Checklist - Hardcopy Received yam'. Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA/101/I. S.2/A-440 2005 ASTM E 1300 2004 ASTM E 1886 2005 ASTM E 1996 2002 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code httpsJtwvm.floridaWicUng.org/pr/pr_app_o.aspVwarrr-wGE\IXQ\fADq uH 1 FzfePouW7oGhYGF3pWx0FURXjJ%2b1BDMAgtF4%2bKoA0/o3d0/63d 1/2 9/3/2014 1 , Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/20/2011 Date Approved 01/31/2012 Summary of Products FAL# Model Number or Name Descri ion I 1¢tI $D t Irrt3a Y �3i 87531 the D� wr;sl37iil,siFtts, ItIac. d n i 4ua 13 8. 9PA 9! '� t �PPPr ed foutiiii,"I HVti$ Yes > YifPcd B rS Oc 'erre Sff' 16 IS Created by Independent Third Party: Yes Evaluation Reports Other. Large Missile French Door w/ Sidelights, Max. French Door FL14850 R1 AE DuPont PVB NOA 11-0624 01.12df 6' x 8', Max. Single Door 3' x 8', Max. Sidelight 3' x 8', DP +/- 70 FL14850 R1 AE DuPont SGP NOA 11-0624 02.odf psf. FL14850 Ri AE EvalRep CWS -641A ($D-8750, IMPACT).Dd FL14850 R1 AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street, 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 d° 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 emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To detennine.1yy♦ u are a licensee under Chapter 455, F.S., please click here . • • Product Approval Accepts: • • • • • • • • • • • • • tsg fees** • • • 4,0080 •000 ••e•0: fee• • •feet• • •• e • e00.0♦ e 0 • 00 httpsJ/wmN.floridabLilcirig,org/pr/prapp dtl.aspsC?pararr�wGEVXQvADquH1FzfePou 7oGhYGF3pWxOFURxJ%2b1BOMAgtF4%2bKoA%3d%o3d ?J2 Lucas A. Turner, P.E., MBA 2080 Mauve Ter. North Port, FL 34286 Ph. 941-380-1574 Manufacturer: Custom Window Systems, Inc Evaluation Report 641A December 7, 2011 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -641 A, signed and sealed by Lucas A. Turner, P.E. on 12/7/2011. 2) Test Reports NCTL-210-3761-1, -]A, -113, -IC, -2, and -2A from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-2005, and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS -641A, signed and sealed by Lucas A. Turner, P.E. on 12/7/2011 •••• Installation: Units must be installed according to approval document CWS -6.41, r% "....' ...... 0.00 Limitations of Use: This product: . • Maybe used in up to 79" x 97" XX sizes, 40" x 97" X sizes, and 36 3/1D'' x t)7" Sidellte ••• •••• sizes, with glass types and max. glass daylight sizes as shown in CWS -%41V •..•.• • •• • 0 • 0000 • Requires Dupont SentryGlas (formerly SentryGlas Plus or SGP) lnterl yep per Melt' • Dade N.O.A. #11-0624.02 ' • • • • • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 ' • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A.# 11-0830.09 • Anchors indicated in CWS -641 A shall be pan or hex head type and shall have a head or washer (integrated or separate) diameter of 0.420" min. 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. _ 511111®1,..._ Lucas A. Tumor, P.E. 2011-12-07 17:53-05:00 d�r�°- ._%L;" -moi �,�•..t..-�., , �+ . W 7 No 582DI tV r. 1.2/7/11 d Lucas A. Turner, P.E. I D_ 1r 1f OF �� FL PE #58201. 4`84JYM` a 37 518" 26518" PANEL WIDTH GLASS DLO 7 t 95 3116" PANEL B ^ B D HEIGHT 84 3/16" SEE GLASS NOTE A NOTE: HINGE SPACINGS ARE 6 112" FROM ENDS AND A MAX OF 20" ON CENTER FOR 81" TO 97" UNIT HEIGHT. 79" MAX FKENCH UVUR W IU I H -�- 1 F SIDELITE - 37 5/8" PANEL WIDTH I C X v • • • • FLUSH •• • • • • • BOLT • • •• 0:0 • ON • ••• • INACTIVE jNOTE PANEL 8431 GLAF DLg C `- FRENCH DOOR 335/8" SIDELITE WIDTH MAX U I u UNIT III II 94 5/8" 1 F • � ®! 1 F SIDELITE • HEIGHT • 265/8, GLASS DLO 97" MAX UNIT HEIGHT 95 3/16" PANEL HEIGHT 6" S - 36 3116" MAX UNIT WIDTH — 22 5/8" GLASS DLO 83 5/8"• •• • • • • • • s GLASS s • • • • • • • • • • DLO • •i of, • ••• • •• • • • • • •• TABLE OF CONTENTS E GENERAL NOTES & ELEVATIONS ..... 1-3 SIDELITE ANCHOR DETAIL & NOTES.................4 • • • • • • • • • • a Z� • • GLAZING DETAIL..................................5 Li A.TP.E. umer.•2011-12-0iWB:380000• s • • SECTION VIEWS ............................ ...... 6-8 •• q • • • • • } 12(07111 BOM......................................................9 • • • • roP�pET nY �{vD r� EN IAL EXTRUSIONS......................................10 .0:,r IAFORNiATION o•NTAINEIIN THIS O IS gg LE PROPERTY OF CUSTOM INSTALLATION DETAILS ....................11-14 WINDOW SYSTEMS, INC. ANYREPRODUCno INPART>'RASAWHOLEWITHOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• • • • • ••• • • • • • • • •• •• • • • • • • •• • • •• 0:0 • • • ••• • • 2. GLAZING DETAIL: (SEE SHEET 5) 4. LOCK OPTIONS: 'UPTO 6'8": A.DOUBLE BORE W! (2) INTERIOR FLUSH BOLTS(HANDLE SET @36") B. MORTISE LOCK W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET @ 34") C.MULTIPOINT(4PT)(HANDLE SET @34"). 'ABOVE 6'8": A.MULTIPOINT(SPTAHANDLE SET @ 34"). 5. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300 -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300. 6. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-14 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS ARE PROCESSED AND TIERODDED TOGETHER. 9. REFERENCE TEST REPORTS: NCTL-210-3761-1,1A, 1B, 1C, 2, 2A 10. 1x or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD 11. SERIES / MODEL DESIGNATION: SD -8700 . FD -8750, SLT-8710 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 13. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE THROWN DURING SEVERE WEATHER 14.OUALIFIED ALTERNATIVE LOCKSET I DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 15, MAX PANEL WIDTHS APPLY TO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. 16. THE DESIGNATION'K AND'O' STAND FOR THE FOLLOWING: X=OPERABLE DOOR, O= FIXED PANEL. UPDATED PER 2010 FBC 111/14/29111 SW 44TH AVE. A, FLORIDA 34474 GENERAL NOTES & ELEVATIONS - IMPACT 8700-8750 RAWN BY ADE tHIE TE: 1215/2011 GALE: Ci. NG.. PVC SWING DOOR CWS 641 EV. LETTERS A ti1 OF 14 -- -151 318" MAX UNIT WIDTH 36 3/16" MAX 79" MAX - SIDELITE WIDTH FRENCH DOOR WIDTH 33 5/8" -- 37 5/8" MAX PANEL W IDTH PANEL W IDTHI 97" MAX MAX UNIT HEIGHT � I 36 3/16" MAX SIDELITE WIDTH 33 5/8" PANEL WIDTH H --115 3116" MAX UNIT WIDTH I - - - 79" MAX FRENCH DOOR WIDTH -----1- 37 5/8" DOOR WIDTH 94 518"® • EE x • i i • i ® 95 3116" 94 5/8" ' SIDELITE s0Of a•�aW'p,jt��ri T(r� GLASS DLO • OTE • DOOR PANEL • • GLASS DLO PANEL SIDELITE HEIGHT D FtusH Na 58241 HEIGHT HEIGHT I ® x X • •••• • PA3 83 5/8" ,' • •� DOOR . : : :•. : : 1z/o7/11 2� 6 • • PROPED R ETARY AND AWING COtF16ENTWL GLAS DLO W NDOW SYSTEMS,l. INC. ANY REPRODUCTION IN PART OR A WHOLE WITHOUT TE PROPERTY OF HE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. �°i �'�% `Q.�r ♦�♦ iV4, P/ ��•• F `"r 9MA� �+�neemrt� FLUSH BOLT ONLT HEI '- 84 3/16" 835 SIDELITE ON NAcnve DOOR PANEL SIDELITE SEE GLASS INACTIVE PANEL SEE PANEL NOTE 4 SHT1 GLASS DLO GLASS DLO GLASS DLO NOTE I DLO ILL== SHT 1Lil f 11 -— 37 5/8" DOOR WIDTH 22 5/8" 26 5/8" 22 5/8" ' Com. GLASS DLO GLASS DLO 4.'e GLASS DLO 12 ' FRENCH DOOR W/ SIDELITES SIDELITE W/ FRENCH DOOR 76 3/16" MAX UNIT WIDTH SILL 36 3/16" MAX - 40" MAX -- - SIDELITE WIDTH SINGLE DOOR WIDTH 33 5/8" 37 5/8" HEAD PANEL WIDTH -- DOOR WIDTH UNIT97" MAX � _.._. �•. HEIGHT \ 3/ \ ' ' 94 5/8" O X 95 3116" SIDELITE PANEL HEIGHT • • • i i i • • I jE1t�H i • • • 835/8" f • •i ••• : : • • • LUCAS A. TURNER. FL. P.E. 58201 Hnee! SIDELITE • EE • i i • i LL FRAMES ARE s0Of a•�aW'p,jt��ri T(r� GLASS DLO • OTE • DOOR PANEL • • GLASS DLO ECHANICALLY FASTENED �1 •••+•••, "ii D T 1 Na 58241 I ® x X • •••• • PA3 22 $/6" GLASS DLO SIDELITE W/ SINGLE ,' • •� DOOR . : : :•. : : 1z/o7/11 2� 6 • • PROPED R ETARY AND AWING COtF16ENTWL GLAS DLO W NDOW SYSTEMS,l. INC. ANY REPRODUCTION IN PART OR A WHOLE WITHOUT TE PROPERTY OF HE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. �°i �'�% `Q.�r ♦�♦ iV4, P/ ��•• F `"r 9MA� �+�neemrt� FLUSH BOLT ' i HEI '- ON SEE INACTIVE PANEL 84 3/16" DOOR PANEd NOTE 4 SHT1 GLASS DLO I 22 5/8" 26 5/8" 22 5/8" ' Com. GLASS DLO GLASS DLO 4.'e GLASS DLO 12 ' FRENCH DOOR W/ SIDELITES SIDELITE W/ FRENCH DOOR 76 3/16" MAX UNIT WIDTH SILL 36 3/16" MAX - 40" MAX -- - SIDELITE WIDTH SINGLE DOOR WIDTH 33 5/8" 37 5/8" HEAD PANEL WIDTH -- DOOR WIDTH UNIT97" MAX � _.._. �•. HEIGHT \ 3/ \ ' ' 94 5/8" O X 95 3116" SIDELITE PANEL HEIGHT • • • i i i • • I jE1t�H i • • • 835/8" f • •i ••• : : • • • LUCAS A. TURNER. FL. P.E. 58201 Hnee! ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I 97" MAX UNIT HEIGHT /16" NEL jl GHT DESIGN PRESSURE RATING t70 SIDELITE • EE • i i • i LL FRAMES ARE s0Of a•�aW'p,jt��ri T(r� GLASS DLO • OTE • DOOR PANEL • • GLASS DLO ECHANICALLY FASTENED �1 •••+•••, "ii T 1 Na 58241 • •••• • ��yp��• STATE OF{eut 22 $/6" GLASS DLO SIDELITE W/ SINGLE ,' • •� DOOR . : : :•. : : 1z/o7/11 2� 6 • • PROPED R ETARY AND AWING COtF16ENTWL GLAS DLO W NDOW SYSTEMS,l. INC. ANY REPRODUCTION IN PART OR A WHOLE WITHOUT TE PROPERTY OF HE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. �°i �'�% `Q.�r ♦�♦ iV4, P/ ��•• F `"r 9MA� �+�neemrt� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I 97" MAX UNIT HEIGHT /16" NEL jl GHT DESIGN PRESSURE RATING t70 40" MAX - ---- 79" MAX FRENCH DOOR WIDTH SINGLE DOOR WIDTH 37 5/8" _ 37 5/8" PANEL W IDTH 67 5!8" 68 3/16" MAX PANEL WIDTH •• SIDELITE SEE DOOR PANEL UNT - - FLUSH GLASS NOTE 4. GLASS DLO 26 5/8" 'i 26 5/8"26 GLASS DLO 518" GLASS DLO FRENCti D99V W/SIQ�LITFS LASS DLO 1 'GLASS DLO • • • LASS DLO PANEL SIDELITE O • • S1 r X O HEIGHT 22 518" 26 5/8" HEIGHT i i• i i i • • • • • i• i• i i 12/07/11 AND DRAWING ! PROPRIETARY THIS • THE MFOFZAMTION �ONTAINED IN THIS DRAWING 19 THE SOLE PROPERTY OF CUSTOM T 81" f70 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 68 3/16" 67 5/8" DOR PANE SIDELITE-DOOR-SIDELITE MAX/2 F1 • • SFxE • • • GLASS DLO GLASS • • NOTE•4. • • • LUCAS A. TURNER. FL. P.E. 58201 JA I UPDATED PER 2010 FBC 11/14/2011 UNIT FLUSH 215/16" FLUSH HEGHT BOLT 79 3/16" BOLT DOOR 81" 793/16 X PANEL X X MAX DOOR HEIGHT UNIT PANEL 68 3/16" -� HEGHT HEIGHT DOOR PANEL 683/161, SEE GLASS DLO SEE DOOR PANE NOTE 4, NOTE 4, GLASS DLO SHT 1 t SHT 1 8 1/2" SINGLE DOOR FRENCH DOOR NOTE: HINGE SPACINGS ARE 8 1/2" FROM ENDS AND A MAX OF 21 5/16" ON CENTER FOR UPTO 81" UNIT HEIGHT. -- 151 3/8" MAX UNIT WIDTH ---- 79" MAX FRENCH DOR WIDTH 36 3/16" MAX SINGLE DOR WIDTH 33 518" IDELITE WIDT" 1 22 5/B" T_. 89" MAX 78 5/8" UNIT SIDELITE ' HEIGHT HEIGHT O 67 5/8" SIDELITE GLASS DLO SIDELITE 112 318" MAX UNIT WIDTH 36 3116" MAX 40' MAX SINGLE DOORWIDTH DTH SIDELITE WIDTH 33 5/8"TrAN�E`jPANEL WIDT, WIDTH MAX UNIT FLUSH H G I 36 3/16" MAX SIDELITE WIDTH 33 5/8" PANEL WIDTH 37 5/8" PANEL WIDTH EI HT I BOLT 785/8- DOOR SIDELITEI PANEL O X O HEIGHT HEIGHT � •• �SFjI•�•,,� 81" 67 5!8" 68 3/16" MAX •• SIDELITE SEE DOOR PANEL UNT - - FLUSH GLASS NOTE 4. GLASS DLO I HEGHT 26 5/8" GLASS DLO SHT t; BOLT 79 3/16" DLQ - f GLASS DLO FRENCti D99V W/SIQ�LITFS • • • • PANEL SIDELITE O • • X X O HEIGHT 22 518" 26 5/8" HEIGHT i i• i i i • • • • • i• i• i i 12/07/11 AND DRAWING ! PROPRIETARY THIS • THE MFOFZAMTION �ONTAINED IN THIS DRAWING 19 THE SOLE PROPERTY OF CUSTOM GLASS DLO GLASS DLO f70 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 68 3/16" 67 5/8" DOR PANE SIDELITE-DOOR-SIDELITE SIDELIT • • SFxE • • • GLASS DLO GLASS • • NOTE•4. • • • LUCAS A. TURNER. FL. P.E. 58201 JA I UPDATED PER 2010 FBC 11/14/2011 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DLO •• �SFjI•�•,,� • •• 1 22 5/B" 26 5/8" GLASS DLO GLASS DLO FRENCti D99V W/SIQ�LITFS • • • • • • DESIGN PRESSURE RATING i i• i i i • • • • • i• i• i i 12/07/11 AND DRAWING ! PROPRIETARY THIS • THE MFOFZAMTION �ONTAINED IN THIS DRAWING 19 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE f70 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6" 6" 17' O.( min-RPAN---. --I 1---4" v MAX � ,�� 4" � MAX 2" q" FF 4" 2" 4" MAX (TYP) SIDELITE DOOR SIDELITE EX1 SEE NOTE #2 REI INS 6" MAX --- -- 6" MAX 7—� T i 17" MAX O.CI(TYP) SEE NOTE #2 - - SIDELITE DOOR DOOR SIDELITE 12. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 5. #12 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 1" SHALL BE ACHIEVED IN ANY DIRECTION 6. #10 WOOD SCREWS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8' INTO 2 BY WOOD BUCK, A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. 3/16" DIA, ITW TAPCON MASONRY ANCHORS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY. A MINIMUM EDGE DISTANCE OF 11/8" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER DISTANCE OF 2 13/16" SHALL BE ACHIEVED. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. •• ••• • • • • • •• 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE W ITHIANCHOR PoMWMFAIETLOREEWS INSTALkATION INSTRUCTIONS. AND ANCHORS SHALL LUCAS A. TURNER. FL. P.E. 58201 A UPDATED PER 2010 FBG 11/14!2011 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS TAN THE %I f.MU R ANG: H S PEC IFWD BELOW. 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER R6SISTANQE • • • • • • A • • • OF INSTALLATION SHALL BE DONE BY OTHERS IN ACOORDANCO • • • •• • • �� WITH THE CURRENT VERSION OF THE FOLLOWING THE FE CEDO WNfi :• • • • • FMAIAAMA 100 (FIN WINDOWS), FMA/AAMA 200 (FLANC N 0 ) • • • • • • • • PROPRIETARYANDCOPFIDENTIAL 12/07/11 DMA FMA/WDMA 250 (BOX WINDOWS), FMA/AAMA/W30b( TE 11 R DOORS THE INFORT+IA.TION CSNTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 1W00 SW 44TH AVE. OCALA, FLORIDA 34474 ITLE: ANCHOR SCHEDULE & NOTES - NON IMPACT 4ERIEs:8700-8750 PRILVIN By ADE ATE: 12/5/2011 A r"" 4OF14 1" OVERALL 3/16" TEMPERED 5/16" AIRSPACE _._._ 112" LAM] 3116" ANNEALED GLASS .105 DUPONT PVB INTERLAYER 3116" ANNEALED GLASS FULL SIZE GLASS TYPE A I" OVERALL 3116" TEMPERED 3/8" AIRSPACE r/16" LAM[ 3/16" ANNEALED GLASS 090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED GLASS aFLEX 552 or -:19'SIKA - SIKAFLEX 552 or ;'URFECT GLAZE "H" HENKEL - PURFECT GLAZE "H" BITE Y3WLASS BITE • • � av}�I � E . • •• + PROPRIETARYANDCOMDENM 12/07/11 THE INFO TION&NTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. . ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• UPDATED PER 2010 FBC 1900 SW 44TH AVE. OCALA, FLORIDA 34474 FILE: GLAZING - IMPACT 11/14/20111 ADE f-lEET It: 12/5/2011 1:1 .' CWS -641A 5 OF 14 SECTION VIEW A -A (7) ALTERNATE MORTISE LOCK W( FLUSH BOLT • •• •• • • • •i •• INTERIOR SECTION VIEW B -B �30Y31� ALTERNATE MULTIPOINT LOCK UPDATED PER 2010 FBC SW 44TH AVE. A, FLORIDA 34474 SECTION VIEW - SINGLE DOOR_ 8700-8750 RAWN BY' ADE PVC SWING DOOR CALL NTS EV. LETTER: A fiFFIIE'lKl ill 121512011 CWS -641 6 OF 14 • •• • • • • ••• • • • • • • a • • ITKM%N(&T•SHOWN FOR CLARITY 10-12,13,15-17,22,43,48,54,57,58 ITEMS NOT USED IN VERSION SHOWN: • 0:0 • • • 2,3,8,%W#l6,2*28.30-34,3640,43,52,53.60.62,65,66,72,76 • • • • • • • • • • • 12/07/11 • • • • • PROPitlETARYANOCONFlDENTIAL THE INFo&A- 10N &wAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. • •• •• • • • •i •• INTERIOR SECTION VIEW B -B �30Y31� ALTERNATE MULTIPOINT LOCK UPDATED PER 2010 FBC SW 44TH AVE. A, FLORIDA 34474 SECTION VIEW - SINGLE DOOR_ 8700-8750 RAWN BY' ADE PVC SWING DOOR CALL NTS EV. LETTER: A fiFFIIE'lKl ill 121512011 CWS -641 6 OF 14 INTERIOR f3 I 7 (3! 1-30) I 'T L 351 471 '44) 3, J 4 1'3 , 1101(2" 1 6— �6 6) 35i INTERIOR SECTION VIEW D -D (73 71) 00 1 ITEMS NOT SHOWN FOR CLARITY: 10-12.13,15-17,22,26-28,36-39,43,54.57 169 ITEMS NOT USED IN VERSION SHOWN: 8.9,15,16,25,40,42,45,46,48,52,53,58,60,74,76 LUCAS A. TURNER, FL. P.E. 58201 A UPDATED Up PER 2010 FI3C 11/14/2011 jil 111, 56 O?RE x 00, OOCALA, (�4) (35 1PANDow SYSTEMS W N. am 19DO SW 44TH AVE. Z. 19t)o S F 34474 , FLORIDAF SECTION VIEW C -C 00 TITLE. SECTION VIEW - FRENCH DOOR oo STA SERIES DRAWN BY 12/07/11 8700-8750 ADE 2t512011 ARY C0,1VIDENTAL 0 1. MODEL: CALE' OZ.Z.—•IN, OM 3 NTS THE INFAIIATION S THE SOLE PROPERTY OF CUST PVC SWING DOOR G. NO rw CWS -C,41 WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. RFV. ETTER A r HEET* 7 OF WE SECTION VIEW F -F '81 —SEALANT APPLIED TO '15 ADJOINING FACES i I� BYINSTALLER ;62: --- 910 HEX WASHER HEAD TEK ,18.20,21,23.24,26,27,30-39,41,44-46,48-52,5y4-56, 1-3.6.7,81.5 7,18.20,21,23.24,26,27,30 -39,41,44 -46,48 -52,5y4 -56,8:0 JOINING DOOR FRAME TO • 14, 96 • ZZ • SIDELITE. INTERIOR 0 • 0 PROPRIETARY AND CONFIDENTIAL ?HE INFORw•TION CO�AINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • 6" FROM TOP AND BOTTOM WINDOW SYSTEMS, IN ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 17" MAX ON CENTER. SEALANT APPLIED TO ADJOINING FACES BYINSTALLER --#10-24 x 1-3)4" TYPE F THRU HINGEINTO SIDELITE AT EACH HINGE. (SEE PAGE 1,3 FOR HINGE SPACING) SECTION VIEW E -E •• ••• • • • • • •• • •• • • • • • • % • • • • ••• • • ItET. ICOT•StibWN FOR CLARITY: •10,1 • • • • • 16,22,28,43,57 ITEMS NOT USED IN VERSION SHOWN: ,18.20,21,23.24,26,27,30-39,41,44-46,48-52,5y4-56, 1-3.6.7,81.5 7,18.20,21,23.24,26,27,30 -39,41,44 -46,48 -52,5y4 -56,8:0 • • • • • • • 14, 96 • ZZ • iuO-Ji>I 1 • • ••�� 0 • • • • • • •• 0 • 0 PROPRIETARY AND CONFIDENTIAL ?HE INFORw•TION CO�AINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • • WINDOW SYSTEMS, IN ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• • • • • ••• • • ITB4 PIN DESCRIPTION MAT'L VElmOR 1 H-1833 MAIN FRAME, HEAD ALUM KEYMARK 2 H-1857 ASTRAGAL, INIAC E, FD, PVC ALUM KEY NT - W -3 K1858 ASTRAGAL, ACTIN FD, PJC ALM K 44 H 1860 REINFORMENT, VERT. ALUM KEYMARK 5 H-1861 REINFORCEMENT, HORIZ. ALUM KEYMARK 6 H-1878 MAIN FRAME, SILL ALUM KEYMARK 7 H- 1880 MAINFRAME, JAMB ALUM KEYMARK $ 1881 MAINFRA SIDELITE@ DOOR ALUM KEYMARK 9 K1900 SIDELITE @JAMB, H , S L ALM KEY RK 10 P-3039 sErrnNG BLOCK 1/8 71 —x2. FOAM NK OWE 11 P-5131 TRUSEAL SKAFLEX 552 or HENKEL PURFECT GLAZE "H" FOAM HO PRODUCTS 12 X3503 SCREW #8 X 1/ PH TRUSS SS@ ASTRAGAL P FASTENAL 13 X3511 SCREW #8 x 5/8" SQ. PAN TEK @ TEROD BRKT FOAM FASTENAL 14 P-3587 SCREW #8 X 1", PH FIAT TEK @ ASTRAGAL, INS97,L FAS L 15 P-3767 SCREW, #10 X 1" HEX HEAD, TER @ smrrE RUBB FASTENAL 16 146 SCREW #8 X 3/4 PHIL, FLAT SS @ SIDELITE SHIM FASTERAL 17 P-4278 FUZZY PAD, .200" x 1.250" W/ADHESIVE ULTRAFAB 18 P-4522 #10 x 1 1/4", PH FLAT, SMS - HINGE@ PANEL SS I FAS L 19 P-4774 WSTR B /L S, PA ALUM A MRMW 20 P-4790 FLUSH BOLT, TOP/BTM ALUM SULLIVAN 21 P-4794 SCREW #8 x 5/8" SQ.FLAT TBC @ INSERT ATTACH KEYMARK FASTENAL 22 -4802 ALL TIE ROD) 63 M cM A TER 3 84807 HINGE, U@E I HOPPE 24 P -4808/49o9 HINGE, SET, LEFT or RIGHT 65 HOPPE 25 X4814 WSTR.50X.750 FOI ULB SEAL, @ SIDELITE 66 ABURY 27- —P --4W3— LOCK STRIKE PLATE 67 PADDOCK 7 - KEYMARK -97W INSERT, BACK, 13TM ATTACH SILLKEYMARK 9- S-1915 M- P-4871 TIE BRACKET ZINC SULLIVAN 30 P-4885 SHOOT BOLT, TOP 71 PADDOCK 31 P-4886 SHOOT BOLT, BOTTOM S-6083 PADDOCK 35 8 60 D 2 —P -V8-4 LOCKBAR MULTI -POINT, 5Pr, 8 FT H-1888 REINFORCEMENT, VERT., SINGLE DOOR PADDOCK 32 P-4901 LOCKBAR, MULTI -POINT, 4PT, 6'8 FT PADDOCK 32 P-4902 LOCKBAR, INACTIVE, 6'8 FT KEYMARK PADDOCK 33 1 P-4903 HANDLE SET, ACTIVE PADDOCK PADDOCK 34 P-4905 HANDLESET, INACTIVE PADDOCK 35 -4 13 WSTR.50X.50 FOLDED BULB SEAL, @ DOOR SCHEL -TV-77-917 GAL, OUTSIDE • • *00 • • • • M 37 P-4918 GUIDE, FLUSH BOLT, NACTIVEM• • • • • • • • •• • L 39 174925 jGAPASTRAGAL,MIDE •• ••• •• • 0 -4j5HIM,5IDI=LITF-DUQK9fflFR%'ff= NYLON ITEM PIN DESCRIPTION MAT°L VENDOR 41 P-4927 GUIDE, FLUSH BOLT NYLON M&M 42 84930 SCREW, #10 X 1-1/4" HEX HEA TIBC @ RTE ATTACH FASTENAL 3 X4933 NUT, 3/8"-16 FLANG W/ SSRRATED LIP, SS, @ PANEL WMASTER 44 P-4934 SCREW, #12-24 X 1/2", PH FLAT, MS, @ HINGE FASTENAL 45 P-4936 DOORKNOB, ACTIVE PANEL DELANY 46 P-4937 MDBOLT, ACTIVE PANEL DELANY 47 P-4969 SCREW, #10 X 2" RBNF. ATTACH, FASTENAL 48 P-4997 STRKE, DEADBOLT PADDOCK 49 P-5127 SCREW, #12 X 2", PH PAN, SMS, ANCHOR FASTENAL 50 P-5130 GASKET, DOORSILL, FRONT FOAM HO PRODUCTS 51 P-5131 GASKET, DOOR SILL, BACK FOAM HO PRODUCTS 52 X5134 SCREW, #10 X 1-3/4" FLAT SQUARETYPEF@HINGE FASTENAL 53 P75151 GASKET, SIDELITE FOAM HO DUC S 54 P-5157 SCREW #10-24 x 1/2", FI Undercut PH, 18-8SS @ KEEPER FASTENAL 55 P-5158 BOTTOM SEAL RUBB TEAM 75172 WSTR.370 X.187, TRI FIN, BLACK UL FAB 57 P-5174 SCREW #8 X 3/4" HEX WASHER HEAD, @ FRAME FASTENAL 58 P-5186 SCREW #8-32 x 1-1/4" PH,FL MS, SS @ PLUNGER SS I FASTENAL 59 . S-1783 THRESHOLD, HIGH RISE ALUM KEYMARK 60 S 178T INS REINFORCBVENT ALUM KEYMARK 61 S-1806 COVER, JAMB, ANCHOR ALUM KEYMARK 62 S-1816 COVER A S, D,S L, SI ITE ALUM —A—LM-KEYMARK KEYNARK 63 5-1817 DRIPCAP 64 S-1840 COVER, HEAD, ANCHOR ALUM KEYMARK 65 S-1849 INSERT, INACTIVE FINL, LOCK HARDWARE KEY MA RK 66 9-70T AS GAL, F0 ALUM KEYIVARK 67 T-T6W INSERT, FRONT, BTM ATTACH SILL --A= KEYMARK -97W INSERT, BACK, 13TM ATTACH SILLKEYMARK 9- S-1915 BASESWEEP KEYMARK 70 S-1916 COVER KEYMARK 71 S-6083 PANEL, T PBTM IL, SIDES- PJ MICR GN 7 S-6083 - S 7 60 D (1) PV 74 H-1888 REINFORCEMENT, VERT., SINGLE DOOR ALUM KEYMARK 75 GLASS SEEPAGE 5 76 H-1862 REfNFORCEmENT, VERT. I ALUM KEYMARK 77 P-4887 MORTISE LOCK PADDOCK 00 ••• •• . ••• • y� • • • • • • • • • 12/07/11 ALTERNATE APPROVEDLOCKSETS: • •• • • flBroPodc'OwNEDPR�N�T o NG�HES�OLEPROPERTYOFCUSTOM AMEX GRADE 2 LOCKSET AND DEADBOLT. • •' • • • WRITTEN PERMISSION OF CUSTOM WINDOWSYSTEMS. YSTEMS.WINDOW SY S, IN ANY REPRODUCTION IN PART NC. IS PROHIBITED. AS A WHOLE OUT THE ••• • • • • ••• • • • • • • • • • • • • • • • • • ••••• ••• • • • ••• • • UPDATED PER 2010 FBC 1900 SW 44TH AVE. OCALA, FLORIDA 34474 FIT" BOM - IMPACT 11/14/2011 t-- 8700-8750 — 1 ADE "IE: 1215/2011 aoDEL. PVC SWING DOOR caLE NTS wo. No CWS 641 EV. LETTER A HEET- 9 OF 14 - .078 17116" DOOR HEAD -1833 - 4 9/16" .062 t:j1116" ❑ i DOOR SILL -1878 t6� - - .078 1 9/16" DOOR JAMB -1880 4 9116" I- L 078 4 9116" .078 21/16" L LL=n I SIDELITE-1900 (-) NOTE: ALL EXTRUSIONS ARE 6061-T6 ALUMINUM PVC DOOR PANEL - 6083 r 1.470 Fj 5; 1116" 2.938 I REINFORCEMENT - 1861 118" 4 5/16" REINFORCEMENT - 1857 2 5/8' -- REINFORCEMENT - 1858 6" r 1.470 2.437--� II i. ygl .070 '180. 1/16" 2.938 THRESHOLD -1783 REINFORCEMENT -1860 •• ••• • • • • • •• • •• • • •16� i•i •• • •080 2" ••• ••i ••i *� • • •• �- 2.261.- 66� � • • • .FRAMF•CC' W! W06 • • • • ASTRAGAL COVER -1859 • z' • • • • • • • • • •• • • • • • • • • •• � � PROPRIETARY AND CQNFIDENTIAL 12/07/11 • • • • • THE C90 THE SOLE OF CUSTOM • INFO TION • • • • • • WINDOW SY M8, IN JD IN THIS DRAWING IS PROPERTY ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 3/8" 3t4" (6_21 -... _►.. SIDELITE COVER - 1816 1 15!16" --- T i69' 1116" 314" BASE SWEEP - 1915 61 - 9116" 11 16" 1/16" INSERT, FRONT - 1864 1 112" --17QI 1/16" REINFORCEMENT -1862 1116" DRIP CAP - 1817 __ 608 j 601-_.7 S8 0 1314" FILLER -1781 11/8. 65 INSERT, IN ACTIVE PNL -1849 1 9116"- 1 -1 1/16" 13/16" _ I. _ 68,1 INSERT, BACK - 1865 .616 .-. 1.077 PVC GLAZING BEAD - 6084 �- � 91716" HEAD COVER - 1840 T 70` -4, 3/4- 131 16" /4"13116" 1 DRIP COVER - 1916 1 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INTERIOR INSTALLATION ANCHOR. lt4" DIA. MASONRY ANCHOR.[C] CONTINUOUS DOUBLE 3116" BEADS OF SEALANT / AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. 21METER SEA J CC 0:HwSe flA:Qt�RI� • INSTALLER f • O H S• • • • .. t ,.. .. � • -.air i.>- • • • • • • • 11-4". MAX SHIM [B] CONTINUOUS DOUBLE 3/16' BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. ME 2 1/2" MIN • • EM DMI°'1C] • i • Z7;n EDGE DIST [C]• • • • • • • • • • • • • • • 12!07111 • • • • • • PROPRIETARY AND CONFIDENTIAL (� VERTICAL SECTION • • • • • • tHE INFORMTION CO✓OTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM if FRAMEF {MASON - • • • WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• INSTALLATION ANCHOR, SEALANT BETWEEN BUCK 114" MASONRY ANCHOR [C] AND OPENING BY OTHERS • - CONCRETE/MASONRY 21_12" MIN EDGE DIST. [Cj ' f BY OTHERS �- EXTERIOR FINISH • ([([ BY OTHERS • • • L1/4" MIN. ••••• EMBEOMENT [C] PERIMETER SEA ql`� 11C MAX. SHIM [B] BY INSTALLER E-- I 1 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INTERIOR INSTALLATION ANCHOR. lt4" DIA. MASONRY ANCHOR.[C] CONTINUOUS DOUBLE 3116" BEADS OF SEALANT / AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. 21METER SEA J CC 0:HwSe flA:Qt�RI� • INSTALLER f • O H S• • • • .. t ,.. .. � • -.air i.>- • • • • • • • 11-4". MAX SHIM [B] CONTINUOUS DOUBLE 3/16' BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. ME 2 1/2" MIN • • EM DMI°'1C] • i • Z7;n EDGE DIST [C]• • • • • • • • • • • • • • • 12!07111 • • • • • • PROPRIETARY AND CONFIDENTIAL (� VERTICAL SECTION • • • • • • tHE INFORMTION CO✓OTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM if FRAMEF {MASON - • • • WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• • • • • • • • • • • • • • • ••••• PERIMETER SEALANT -- - BYINSTALLER EXTERIOR FINISH BY OTHERS 1 BY WOOD BUCK BY OTHERS. [A] 11L4" MIN. EMBEDMENT [C] - -INSTALLATION ANCHOR, 1/4" MASONRY ANCHOR. [C] -- INSTALLATION ANCHOR, 3/16" FLAT MASONRY ANCHOR tf } THROUGHHINGE. [E] I Z -V2" MIN EDGE DIST. [C] - SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1 114" MIN. EMBEDMENT [C] "9HORIZONTAL SECTION '•..11lFRAME(MASONRY) REFERENCE NOTES [A) SEE NOTE 10, SHT 1 (B) SEE NOTE 253, SHT 4 [C) SEE NOTE 4, SHT 4 [D] SEE NOTE 5. SMT 4 [EI SEE NOTE 6, SHT 4 INSTALLATION ANCHOR, #12 WOOD ANCHOR. [D] EXTERIOR FINISH-, BY OTHERS PERIMETER SEALANT BYINSTALLER (PERIMETER SEALANT BYINSTALLER r MIN. EDGE DIST. [D] 1318" MIN. EMBEDMENT. [D] - 1L MAX. SHIM [B] 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] —CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. 1.3.1,1° MIN. EMBEDMENT (Dj 114" MAX SHIM [B]-- CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. — 2 BY WOOD BUCK BY OTHERS. [A] 1" MIN. EDGE DIST [D] — INSTALLATION ANCHOR. #12 WOOD ANCHOR. (D) -INSTALLATION ANCHOR, HINGE ATTACHMENT. #10 WOOD SCREW. (E] INTERIOR _ -- 2.31$" MIN, PERIMETER SEALANT J EMBEDMENT [D] BYINSTALLER EXTERIOR FINISH BY OTHERS REFERENCE NOTES' [A] SEE NOTE 10. SHT 1 INSTALLATION ANCHOR,[B] HORIZONTAL SEE NOTE 2&3. SHT 4 1/4" DIA. MASONRY ANCHOR [C] `/L2. -FRAME (WOODECTION F [C] SEE NOTE 4, SHT 4 [DJ SEE NOTE 5. SHT 4 [Ej SEE NOTE 6, SHT 4 - - CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. • 0400 • • • • • s• • • • • • • • • • BSRE3`'ASQnSRY'. !V JR4 O H S• s • • os .p 4040• ,•�• —s— i i(VERTICAL SECTIM 40 ,FRAME (WOOD)40 0 • • • 1 114 MIN. EV dLSDM�% [C] • • • • • ;zll 4040 • • • • • PROP • • • • WETOSOLE tO • •THE NFORgYpOCO•TAINEDINTHIDRA IN ISHE OFGUS'OM WINDOW SS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. 4040• • • • • ••• • • • • • • • 0400 • • • • • • • • • •• • • 4040 •• • • 4040 • 4040• • • • 4040 • • • • INSTALLATION ANCHOR, 1/4" MASONRY ANCHOR [C] 2112" MIN — }�---------P —�— EDGE DIST. [C] P"pde EXTERIOR FINISH BY OTHERS PERIMETER SEALANT - BYINSTALLER -SEALANT BETWEEN BUCK AND OPENING BY OTHERS —!V4". MIN. F EMBEDMENT [C] a .. r. '- CONCRETE/MASONRY BY OTHERS 1 BY WOOD BUCK BY OTHERS. FRAME MEMBERS LMUST BE FULLY SUPPORTED. [A] 117 MAX. SHIM [B] CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INTERIOR CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, 1/4" DIA, MASONRY ANCHOR [C] CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED Lil POINTS BETWEEN FRAME AND SILL BY INSTALLER. RIMETER SEALANT - CQAjRE/i4ASiW;i Y INSTALLER•BgOSHBRi• F=nri •i•.*• •• • ••• • • D D D - 1 1/4" MIN. 21/2"" MIN. • • • • EMBRWE�Vt LC] • • • • y EDGE DIST. [C] • • • i • • • • • • • • • • • • • •• • • • • • PROPRIETARY AND CONFIDENTAL 12 07/11 • • • !'E\VERTICAL SECTION • • • THE INFOR&wnoN CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • -`,1� FRAME (MASONRY) • • • • WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE •• •• • ••• WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • • 1�4' MAX SHIM [B] PERIMETER SEALANT BYINSTALLER 1 BY WOOD BUCK BY OTHERS. [A] 1 1/4" MIN. EMBEDMENT [C] qq ——INSTALLATION ANCHOR, a�a� 114" MASONRY ANCHOR. [C] vac a� m 2. VZ MIN a. EDGE DIST. [Cl o�J• 7, )6 o.F o•F _ SEALANT BETWEEN BUCK AND OPENING -- BY OTHERS -- - EXTERIOR FINISH BY OTHERS ]VERTICAL SECTION FRAME(MASONRY) REFERENCE NOTES ,1a [A] SEE NOTE 10. SHT 1 [8] SEE NOTE 2&3. SHT 4 [C] SEE NOTE 4. SHT 4 [D] SEE NOTE 5. SHT 4 [E] SEE NOTE 6, SHT 4 LUCAS A. TURNER. FL. P.E. 58201 INSTALLATION ANCHOR. #12 WOOD ANCHOR [D] EXTERIOR FINISH - BY OTHERS PERIMETER SEALANT - BYINSTALLER 2IMETER SEALANT INSTALLER 1" MIN. [D) EDGE DIST. 1 3/8" MIN. EMBEDMENT [D] -- 1/4" MAX. SHIM [B] 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] ' CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INTERIOR - CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. - INSTALLATION ANCHOR, 1/4" DIA. MASONRY ANCHOR [C] • ••• • • • • • •• • C,ptI:Rc•I E:AA%WCY • • • EW OiHBRS• • • • 1/4" MAX SHIM [B]—� CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT -- AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. cs D �' C ' 6 ce •De> • D Doe D es��D .DoD �'C•D D D .D •D 11/4"MIN. 2 1./.2_ MIN. • • • • EMBEDMENT [C] • • • • �� EDGE DIST. [C]• • s • i i • • • • �i • • • • • • • • • • • • PROPRIETARY AM CONFIDENTIAL 12/07/11 Ov 1VERTII CAL • • • WE INFO ON COWAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM FRASECTION • • • ME (WOOD) 000 • • •NDOW SYS MS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. PERIMETER SEALANT BYINSTALLER 1318" MIN. EMBEDMENT[D] 1" MIN. EDGE DIST [D] 1, INSTALLATION ANCHOR, 912 WOOD ANCHOR [D] - 2 BY WOOD BUCK BY OTHERS. [A] b �- --- EXTERIOR FINISH BY OTHERS REFERENCE NOTES !IVERTICAL SECTION [A] SEE NOTE 1O. SHT 1 j }:'FRAME (WOOD) [61 SEE NOTE 283. SHT 4 [C] SEE NOTE 4. SHT 4 [D] SEE NOTE 5. SHT 4 [E) SEE NOTE 6, SHT 4 • ••• • • • • • • • • • • • • • • •• •: ••• �• •• • •t• PERIMETER SEALANT BYINSTALLER 1318" MIN. EMBEDMENT[D] 1" MIN. EDGE DIST [D] 1, INSTALLATION ANCHOR, 912 WOOD ANCHOR [D] - 2 BY WOOD BUCK BY OTHERS. [A] b �- --- EXTERIOR FINISH BY OTHERS REFERENCE NOTES !IVERTICAL SECTION [A] SEE NOTE 1O. SHT 1 j }:'FRAME (WOOD) [61 SEE NOTE 283. SHT 4 [C] SEE NOTE 4. SHT 4 [D] SEE NOTE 5. SHT 4 [E) SEE NOTE 6, SHT 4 A _M�, *M ra o b ._ Otid af BCS Home I Log In !. User Registration Hot Topics j Submit Surcharge j Stats & Facts Publications j FBC Stats BCS Ste Map �a Links Search , 3usines lrofessi I"ililp-MR,` Regulation Product Approval Menu > Proauct or ADDUcaMn Search > Appgmtbn LLst Search Criteria Refine Search Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Category: Windows Subcategory: Horizontal Slider n r necessary. Steven M. Urich, (717) 932-8500 Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida 5 an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: AccelismOQ.v Statement :: Refund Statement Under Florida law, email addresses are pubs records. 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Product Approval Aompts:*ones• • • • llttt • • • • • •-• • • • • • *so:** •••••• •••• •••• • • •••• •••• • • •••••• • •• ••••• as a goo 0 to 10H 1 9/29/2014 2:34 PM Hohc� Dpilinentq BC]S Home j Log In y User Registration E Hot Topics G SubmitSurcharge Stats & Facts Publications ! FBC Staff SCS Ste Map �n Links Search Busines 'q Prafessi `�) Product Approval 'USER: Public User Regulation 4 Product Aaomvaf Menu > Product or Aoorsation Search > Aoolcabon List > Application Detag Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc Category Windows Subcategory Horizontal Slider 0 • 0000 • • 0010 0000•• Compliance Method Evaluation Report from a Florida Registft Afthtect or a Wcer*ed Florida • • Professional Engineer • • • • •• • 0000•• • 0000 Evaluation Report - Hardcopy Received • 0000•• • • • 0000•• 0000 0000 • • Florida Engineer or Architect Name who developed the Lucas A. Turner• • • • 0000 0000• Evaluation Report 0000 • • • • • Florida License PE -58201 • • : • • • • • • • 0000•• •• •• 0000 • cations, Inc. 0 �J,� x,4or. MKIlp ggSafi"' ,s �,�� a � 0000•• • • ,an :a,. a • • • • 0000•• Validated By Steven M. Urich, PE • • • • • • • • • • Validation Checklist - Hardcopy Recel;eg• • • • • • 0000•• • • • • • •ir— its s = C -8 T1. za care refnd r+CUME 6 " , € _ IA Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/WDMA/ESA/ 101/I.S.2/A440-08 ASTM E1300-04 ASTM E1886-05 ASTM E1996-06 PA/TAS 201/202/203 Year 2008 2004 2005 2006 1994 1 of 2 ' 9/29/2014 2:34 PM no 01� r0 i1URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871 12/18/2013 Manufacturer: Custom Window Systems, Inc. 1900 SW 44' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -871, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3887-1, -1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 3) Supplemental Calculations to support CWS -871, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -871. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -871 • • oequires pntt5u a to �e'x raye-r: perNUM S- a11),a(le 1N:f.A.if' SI7•••• •e.e.` • Requires Quanex white rigid PVC frame extrusions per Miami -Dade N Q A. 12-1417.02. •• •• •••• Certification of Indlependence: I do not have, nor do I intend to acquire, noip-A ftacquire, h financial interest in Custom Window Systems or in any company manufacturing or distribbiag;• products for which this report is being issued. I do not have, nor do I intend to" �q�iile, nor w4j,j acquire, a financial interest in any other entity involved in the testing or approval process A. its product. mrX Lucas Tumer 2013-12-18 14:42-05:00 No 5 1 12/18/2013 ° $TAT OF9 Lucas A. Turner, P.E. '147�► ',' FL PE #58201 mrX Lucas Tumer 2013-12-18 14:42-05:00 HORIZONTAL SLIDER ELEVATION (LARGE MISSLE IMPACT) ti FYh{�f%41.L i/FLEE5A , 74° MAX. UNIT WIDTH • GLASS DLO • • • • • • • Lucas Tumer • • • • • • e • • j j 2014 02-24 15:$8-05:00 Z GENERAL NOTES & ELEVATIONS .......................................... f1 • • ANCHOR SCHEDULE & NOTES .................................... Z • • I • • • • • • •TH£ • • • • PROPRIETARY AND CONFIDENTIAL 2i24/�014 SECTION VIEWS & ALT. FRAME "OX" "XO° & GLA71NG........:3, •• i I 5991 i i e•i • •• I •• MA SI • • •• WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. HEI6 7 7 F g l 1 II I G3° I MAX. UNIT ® Iii x HEIGHT I li I I I 813/16 GLASS 5GLASS° I I II II � � f OLD I I 71 33° GLASS OLD 36 5116" MAX. SASH VVIU IN PVC IMPACT REQUIREMENTS: 2. GLAZING OPTIONS: {SEE SHEET 3) 3. APPROVED CONFIGURATIONS: "OX", "XO" 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-8 FOR ANCHOR DETAIL. W INDLOAD DURATION FACTOR Cd=1.6 WAS 6" USED FOR WOOD ANCHOR CALCULATIONS. AT TABLE OF CONTENTS • • • • • • • • • Lucas Tumer • • • • • • e • • j j 2014 02-24 15:$8-05:00 Z GENERAL NOTES & ELEVATIONS .......................................... f1 • • ANCHOR SCHEDULE & NOTES .................................... Z • • •i • • • • • • •TH£ • • • • PROPRIETARY AND CONFIDENTIAL 2i24/�014 SECTION VIEWS & ALT. FRAME "OX" "XO° & GLA71NG........:3, •• •• • • i i i i e•i • •• ••• •• • • • •• PVC IMPACT REQUIREMENTS: 2. GLAZING OPTIONS: {SEE SHEET 3) 3. APPROVED CONFIGURATIONS: "OX", "XO" 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-8 FOR ANCHOR DETAIL. W INDLOAD DURATION FACTOR Cd=1.6 WAS 6" USED FOR WOOD ANCHOR CALCULATIONS. AT TABLE OF CONTENTS • • • • • • • • • Lucas Tumer • • • • • • e • • j j 2014 02-24 15:$8-05:00 Z GENERAL NOTES & ELEVATIONS .......................................... f1 • • ANCHOR SCHEDULE & NOTES .................................... Z • • • • •• • • • • • • •TH£ • • • • PROPRIETARY AND CONFIDENTIAL 2i24/�014 SECTION VIEWS & ALT. FRAME "OX" "XO° & GLA71NG........:3, 4 • • • • • • INFOWWTION C0WTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM EXTRUSIONS &BILL OF MATERIALS........................................•� • • • WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUT THE INSTALLATION DETAIL .................. ............................................ 6-8 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • •• • •• •• • • 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AT HEAD/SILL. 8. SERIES / MODEL DESIGNATION HS -8200. 9.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 11. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 12. WEEP SLOTS = 1/4"X 1" LOCATED 4" FROM BOTH ENDS CHANGED EDGE DIST FROM 1/4" TO 7/16" WIINCOW SYST IS 19M SW 44TH AVE. OCALA, FLORIDA 34474 GENERAL NOTES & ELEVATIONS - LARGE MISSLE IMPACT 8200 HVHZ DRAWN BY. ADE ATE' 11/14/13 . PVC HORIZ. SLIDER SCALE NITS GNO.: TS CWS -871 REV.LETTER: A SHEET: 1 OF8 B c�NT= IMMA ( -- SEE NOTE 2 (SHEET 4) i i I' I o I x ' I 11 B (SHEET 4) 4" MAX 4" MAX (T YP) 8" MAX O.C. (fYP; (SI �76° nor. i TYPI (SHEET 5) ..... D ANCHOR LAYOUT - (FIN) THRU NPJUNG FIN (W UOD OPENING) INSTALLATION ANCHORS TYP. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114" FOR MASONRY OR WOOD, AND 118" FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 7116" SHALL BE ACHIEVED IN EITHER. DIRECTION. 7. #10-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. B. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION, 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WIiFiIAN6:WQ R NYaAWFACiURE*S WSTPiLNATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER, FL P.E. 58201 A CHANGED EDGE DIST FROM 1/4" TO 7/16" NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS TOM THE MINIMUMISTREN6TRSPECIPIED BELOW. _ WINCOWSYS'f815 .� NTi 5A204 �:�+� 1soc)sW4aTI+AVE. ocAw. FLORIDA 34474 • • • • • • • • y w Q RLE. ANCHOR SCHEDULE 8 NOTES - LARGE MISSLE IMPACT 11. SEALING AND FLASHING STRATEGIES FOR OVERIL WATER RESISTRRCE • • • • • /' � STATE OF SERIES: DRAWN BY: ATE: OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOAJG TI -f CURRErT • • • • • • • 21�i�41 8200 HVHZ ADE 11/14/13 VERSION OF THE REFERENCE DOCUMENTS: • • • • • • THE OFORMAADN CONTAINED IN THIS DRAWING IS THE SO E PROPERTY OF CUSTOM t�I�S� h 0�� ;Q�, MODEL: SCALE: WG NO.: FMA/AAMA100(FINWINDOWS).FMA/AAMA200(FLANG9MNDAS), WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASAWHOLE WITHOUT THE �� lE3AVA4� PVC HORIZ. NTS CWS 871 FMA/W DMA 260(BOX WINDOWS). FMA/AAMA/W DMA 300(EXTERIOR DOORS). WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED.►yyroysp� REV. LETTER: A SHEET: 2 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• INTERIOR INTER EXTERIOR •• ••• • • • • • •• • • • • • • :HE:DJAMB IMPACT HOOKIROTARY LOCK LOCATION • •• • • • • ••• • •• ••• •• • • • •• • ••• •• • ••• • • • •• • • • • • • • • • • • •• • • • • • • • • PROPRIETARY AND cdVFl mwL 2%2412014 • • • • • • THE•IFORMA'•ON CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM •• • • • •• WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE ••• • • • WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'II rr.) SH —SWEEP LOCKS (ITEM 27) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB. A. TYPICAL VERTICAL SECTION NOTE. SHOWS FIXED GLASS CUTAWAY SECTION VIEW C -C t— 718" OVERALL — —118" ANNEALED or TEMPERED - 7118" AIRSPACE 5 18" LAMI i -------- 118" ANNEALED I -----.,per DUPONT PVB INTERLAYER - �— 118" ANNEALED ■ PURFECT GLAZE"H" SIKAFLEX 552 1/2" GLASS BITE INTERIOI EXTERIOR INTERIOR EXTERIOF •• ••e • • • • • •• • • • • • • DE4)1-tMB IMPACT HOOKIROTARY LOCK LOCATION • •• • • • • ••• • •• ••• •• • • • •• • ••• •• • ••• • • • •• • • • • • • • • • • • •• • • • • • • • • PROPRIETARY ANDCONF�NM 2/2412014 • • • • • • THE 1MPORMATqbN CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM •• • • • •• WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• -I I1r,1 SH — ROTARY LOCKS (ITEM 271 ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB, TYPICAL VERTICAL SECTION NOTE. SHOWS FIXED GLASS CUTAWAY SECTION VIEW F -F Item Part # Description Vendor Natcrlal I 1-1497 Reid. Sash Meet Rail Keymark Alum 2 H-1699 Reid. S.B.R/S.S.R Keymark Alum 3 1.1836 Most Rall Fxd. Keymark Alum 4 1-6052 Sash Top/Sot Rap Ntixron PVC 5 1.61348 Main Fr., SH, w/ Fit.. PVC MIDvon PVC 6 H-6050 Sash Meet Rall, PVC Mixon PVC 7 H•6051 I Sash Side Reil. PVC Mkron PVC 8 H-6049 Main Fr.. SH, w/Ftg., PJC Mivon PVC 9 P-3029 Screen Pup Tab 3umrit 10 FL3033 Screen Spring, SS Hurley 11 83113 Screw Support, FVC Team Plastic Rubber 12 FL3218 Screen Frame Alknotal RoWorm 13 FL3228 ScreenSprme..155 Dia., Bk Dapa 14 P4754 ISrreenFrame Comer Key Al&retai Nylon 15 83342 Ssern Sealer, 81.5504 Schnee Silicone 16 P-3352 Sst. Bk., 85 Dur., 118° x 5/8" x 2 Lg. FrankLow a Rubber 17 83429 Wsip.. 0.270 x .187 back FmSeo1, Gray UrTafab 18 P-3539 #8 x 314" Square TEK 2 Zinc Fasted Steel 19 P-4730 #8 x 112" Truss PH TEK 2 Zinc Fastenal Steel 10 P-3752 Cap Plug, 112 Holo M&M Nylon 21 P-3783 orP-Sm Spring Lock, kpact PJC Interlock 22 P-4779 Railer, Tandem M&M Nylon 23 P-4061 #8x 1 1/4 Ph FH TEK Wht Fastenal Steel 24 P-4069 Keeper. Impact PVC interlock 25 P-4479 Weep Cover w / Flap M&M Nylon 26 P-4638 #8 x 21/2 Ph Truss SMS Ajax Sted 27 P-4968 Rotary Lock Sullivan Zinc 28 P4952 Keeper, Rotary Lock Sullivan Zinc 29 FL4959 Wstp.. 0.420 x.187 back RnSeal, Gray Uftrafab 30 P4633 Banal Fastener Fastenal Steel 31 5-1112 Reinforcement, Head Keymark Alum 32 S4498 Reid. S.B.R/S.S.R Keyn k Alum 34 S-IT76 Roller Track Keynark Alan 35 S-1999 From Hook Head, Impact Keymark jAlurn 36 S-2000 Panel Catch, Flood, Impact Keymark Alum 37 S-6005 Anti LSt on PVC 38 S-6013 Bonn. Adopt, wl N b, PVC on PIC 39 S-6014 Scm. Adept., PVC PJC 40 S -6M Foxed Rap Cover on PJ • • 41 S-6064 GlozBg Beed on PJ • 41 See Shset3 • • • • 43 Purfect Glaze 'K, SkaFiex 552 Henkel / S9ca Silico" 31 -� 8) 2 11116" O 34 PVC FRAME FLANGE -6049 911L6�" �-431) ALUM GLAZE BEAD 1112 (4,j — 2 3/16" 5 a" 1� 1 'VC SASH MTG. RAIL -6050 3/4'- IF-- -(2) 15116" ....... 1116 5/16"— ALUM. SASH REINF.-9699 PVC SCREEN SUPPORT -6014 — 7 3/16" O 15118"rte PLAN VIEW -1999 ALUM IMPACT HOOK -1999 O 3/16" O G- 6" PLAN VIEW -2000 I SCREW SUP. -3113 _J3 ALUM IMPACT CATCH - 2000 ••• i ••• •• • ••• • • 12 wG. No.: CWS -871 REV. LETTER: A SHEET: 5 OF B •• • • • • • • • • • • • • i• • i• si • i • • • 2/24/2014 w —THE UMINUM EXTRUSIONS ARET. • • •• DR—AWING PROPERTY TH. OF CUSTOM FoRMA*ON CONTAINED ITEM 33 NOT USED IN THIS • • ••• • WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE ICT WRITTEN PERMSSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• • • • • ••• • • 12 wG. No.: CWS -871 REV. LETTER: A SHEET: 5 OF B • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 112"1-- 0 9118" 15116" PVC FIXED RAIL COVER - 6063 ` 1 114" ALUM ROLLER TRACK - 1776 1 5116_- - _3�/je" PVC ANTI -LIFT 600$ , �' k��- " L CORNER WELD (ALL SIDES) - 77-- 1i- 1116" 1 _—LUJ ALUM SASH MTG. RAIL -1497 �-- 1 15116" -tel I PVC SASH SIDE RAIL -6051 8" 4-1) 7I Ur -� - PVC GLAZESEAD - 6064 PVC SASH TOP/BTM RAIL -6052 -CORNER WELD (ALL SIDES) FIXED MEETING RAIL SCREWED TOGETHE WITH OUTERFRAME 3/�. ALUM S.B.R./S.S.R - 1498 1 118" -1 I t/2' PVC SCREEN CATCH -6013 A I CHANGED EDGE DIST FROM 1/4" TO 7116" Ll�4i` "Fl,/• w4a M-MU"Or 190a SW 44TH AVE. OCALA FLORIDA 34474 ITLE: EXTRUSIONS & B.O.M. - LARGE MISSLE IMPACT ;ERIEs:8200 HVHZ DRAWN Br: ADE ATE: 11114/13 aODEL. PVC HORIZ. SLIDER SCALE: 12 wG. No.: CWS -871 REV. LETTER: A SHEET: 5 OF B ---�— 1 1!4' MIN EMBEDMENT CONCRETE/MASONRY I (SEE NOTE 1) BY OTHERS `� I -- 1 BY WOOD BUCK BY OTHERS. INSTALLATION ANCHOR. 3116" DIA --,` 4" MAX SHIM MASONRY SCREW w/WASHER E NOTE 1) THRU SCREW SUPPORT - (SEE NOTE 1) ° r a SEALANT BETWEEN �....-BUCK AND OPENING BY OTHERS .e4 2 1/2". MIN EDGE DIST " 4 (SEE NOTE 1) 4 '� 2112" MIN EDGE DIST - CONCRETE/MASONRY (SEE NOTE 1) BY OTHERS 8 '�--- SEALANT BEHIND .1_114' MIN EMBEDMENT no e' a n • n ` t r BYINSTALLER (SEE NOTE 1) n' EXTERIOR FINISH -) -PERIMETER SEALANT -T 1 BY BUCK BY OTHERS BYINSTALLER ,')�� I;"tI"• BY OTHERS EXTERIOR FINISH BY OTHERS `g'\ HORIZONTAL SECTION �: - FRAM j SE MA ONRY) w 114" MAX SHIM PERIMETER SEALANT—� "- (SEE NOTE 1) BY INSTALLER nj� INSTALLATION ANCHOR, DIA SEALANT BEHIND FLANGE U Jj MASONRY SCREW wIWASHEHER �J BYINSTALLER f I THRU SCREW SUPPORT. UU (SEE NOTE 1) SEALANT BEHIND FLANGE BYINSTALLER PERIMETER SEALANT- BYINSTALLER EXTERIOR FINISH . ;+`P 'moi BY OTHERS . ° p ° ° °•, D.o •p°•°p•o D D°D D •p°D ° D. o' °� °D. D o •t> .e •O� ° J> t> •°D 1/4' MAX SHIM ..._.-......-..-----^{ (SEE NOTE 1) It I -------- — INSTALLATION ANCHOR, 3116" DIA. � NO SMI 0' MASONRY SCREW w/NEOPRENE _*S BACKED WASHER THRU SCREW „A,o----7/8" SUPPORT. A. 4-,t (SEE NOTE 1) SEALANT BEHIND FLANGE i -SEALANT UNDER SCREW HEAD BYINSTALLER BYINSTALLER D STRENGTH STRUCTURAL PERIMETER SEALANT, % GROUT BY OTHERS BYINSTALLER SUPPORT. — 1/4" MAX SHIM EXTERIOR FINISH—� / (SEE NOTE I) BY OTHERS I «• �': ••o .o ° '�' -•---SILL STOOL :•:.'•.:• a ; ..:-% . 03Y OTAER3 a• e .e DQ � ••PeD f. 'T_'`a- U1.aE SC7LIL WOOD SUPPORT D • • 00 n�D � D • D •Pep D • •° p e a ++ e n .. a• TO MAAt `ILL LLVEL, paO D• a o D n •e D • D • per• D D D •e D 1+ �• aD • 'D 'F iF B) OTHERS. D • • s DQ D Pe I g fl • • D • D i � • • n ' • " •s •e D .D� ° ; e D • •• • ;' 11/4' MIN EMBEDMENT D n • D • (SEE NOTE 1) I f�—Z-1/2" MINF-DGE DIST SEALANT BEHIND FLANGE BYINSTALLER PERIMETER SEALANT- BYINSTALLER EXTERIOR FINISH . ;+`P 'moi BY OTHERS . ° p ° ° °•, D.o •p°•°p•o D D°D D •p°D ° D. o' °� °D. D o •t> .e •O� ° J> t> •°D 1/4' MAX SHIM ..._.-......-..-----^{ (SEE NOTE 1) It I -------- 1 33W MIN EMBEDMENT � NO SMI 0' (SEE NOTE 1) _*S OCALA. FLORIDA 34473 „A,o----7/8" MIN EDGE DIST A. 4-,t (SEE NOTE 1) DoD MODELPVC HORIZ. SLIDER CALE. NTS WG NO.: CWS -871 HEET: :-zs -- INSTALLATION ANCHOR, D #10 WOOD ANCHOR WI 0 O ° WASHER THRU SCREW SUPPORT. (SEE NOTE I) ' - SEALANT BETWEEN BUCK AND OPENING • BY OTHERS PERIMETER SEALANT -'-2 BY WOOD BUCK BYINSTALLER BY OTHERS. EXTERIOR FINISH BY OTHERS { ,C_ -HORIZONTAL SECTION 7_ .%FRAME (WOOD) QTE'H AND JAMB .— INSTALLATION ANCHOR, 3116" DIA IMILAR FOR 2BY INSTALLATION. MASONRY SCREW w/NEOPRENE ILL INSTALLATION SAME AS SHOWN BELOW. BACKED WASHER THRU SCREW SUPPORT. (SEE NOTE 1) - SEALANT UNDER SCREW HEAD BYINSTALLER ---- 114" MAX SHIM (SEE NOTE 1) i € -I-JM' MIN EMBEDMENT °• °D °• °D (SEE NOTE I) DpA •p•� D. e -� 2,L2'_ K41N EDGE DIST (SEE NOTE 11 D CONCRETE/MASONRY -� BY OTHERS ALTERNATE PRECAST SILL DETAIL. 7 FRAME(MASONRY) CONCRETEIMASONRY ISEE NOTE 11 BY OTHERS 'A VERTICAL SECTIPN 7 , FRAME(MASONRYj ri _I • m h, PROPRIETARY AND CONFOERM 2;24/2014 1: FOR CLARIFICATION ON ALLOWABLE AN OR TYPES. EMBE�dENTS, THE R FORMATtJN CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM GAPS. AND SUBSTRATE RESTRICTIONS REFER TO WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART ORAS R WHOLE WITHOUT THE PERMISSION WRITTEN PERMISSION QF CUSTOM WINDOW SYSTEMS, INC IS PROHIBITED. DOTES ON SHEET Z A. TURNER. FL P.E. 56201 A CHANGED EDGE DIST FROM 1/4" TO 7/16" "oC�, itl' .;ice %� ,t�./�(p/�y►g7/�W�y/�Iq 6�� A�DOWSIJICI"S � NO SMI 0' 1900 SW 44TH AVE. _*S OCALA. FLORIDA 34473 It STATE OFSERIES' TITLE'' INSTALLATION THRU FRAME DETAIL - LARGE MISSLE IMPACT ATE: A. 4-,t RAWN BY: 8200 HVHZ ADE 11/14/13 :O R 1100 "p� ,A� ri��t MODELPVC HORIZ. SLIDER CALE. NTS WG NO.: CWS -871 HEET: wIONA4 ttis"t REV. LETTER.: A 6 OF 8 118" ALUMINUM OR 1/16" STEEL MIN. REQI (SEE NOTE 1) PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FLA] BYINSTALLER 116" MAX SHIM. _............---� (SEE NOTE 1) 1/8° ALUMINUM OR 1116" STEEL MIN REQUIRED 1/8" MAX. SHIM (SEE NOTE 1) (SEE NOTE 1) INSTALLATION ANCHOR, #10 SCREW. FULL THREAD ENGAGEMENT REQUIRED. (SEE NOTE 1) CONTINUOUS DOUBLE 3116" BEADS OF TREMGLAZE U1600 SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. PERIMETER SEALANT BYINSTALLER -- INSTALLATION ANCHOR. #10 SCREW, FULL THREAD ENGAGEMENT REQUIRED. (SEE NOTE 1) SEALANT BEHIND FLANGE BYINSTALLER H' HORIZONTAL SECTION ).\ .9 . ..__._.............. SEALANT BEHIND FLANGE • BYINSTALLER 118" MAX SHIM ••• • (SEE NOTE 1) r7lNlWft&AT0DN PERIMETER SEALANT—' BYINSTALLER *NCHtlR, • • • • • #10SCREIARFLPLICRMD• • • • ENGAAMEM REcMlR®). • • • 118" ALUMINUM OR- • • • 1/16' STEEL MIN. REQUIRED •(SEEMTE") • • • • • • (SEE NOTE 10, SHT 2) • • • • • • • • • • • • • / \VERTICAL SECTION •• •• • • • • • • • • • • • • • • • • • • • • • PROPRIETARY AND coNFmENTIAL 2/24./2014 t CLARIFICATION ON ALLOWABLE ANCHOR TYMS.4EMBESMENTS, • • THE4NFORRIAAON CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM AND SUBSTRATE RESTRICTIONS REFER TO WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE ON SHEET. 2. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• P.E. Florida Building Code Online http://floridabuilding.orgtpr/pr app_lst.aspx 1 BCLS Home k Log In User Registration Hot Topics 1 Submit Surcharge ' Stats & Facts i Publications j FIC Staff i BCIS Ste Map i Links I Search Bus'nes Pro essi Regulation I� Product Aooroval Menu > Product or Aoodcation Search > AppOcatfon List Search Criteria Refine Search `aa 4 "3t5i�k'%��i�ww Ur�.IIA a n—�.l��i°" .zr i_ Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL16736INew Steven M. Urich, (717)932-8500 DBPR shall be reviewed and ratified by the POC and/orthe Commission IF necessary. Contact Us :: 1940 North Monroe Stmt. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 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To dei%ine Fyou areC'elseeypder Chapter e • 455, RS., please Click here. 000000 0 09 000000 Product Approval Accepts: 000:0* e • • 99.999 0999 00 9999 + 9 9999 9099 •990♦ 9. 9 .99 9 • 99 999.9 • • • e 99 •• 999• ••9999 • •9.9.9 • • • • • • 9090.9 9.9999 • 90 • • • 9 9 •0009: 99 9 9 999 • 9 • • 1 of 1 2/5/2015 10:43 AM Florida Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8ob... HoTdd Depamwtd BCIS Home ` Login I User Registration Hot Topics Submt Surcharge I Stats & Facts . PubUmtiu ns FBC Staff BC15 S@e Map . Links ( Search Bus'nes Proess� r Product Approval USER: Pubic User Regulation I II 111� X91 11�� Pra--- Aoproval Menu > Procluct or 6UDK9tbn Search > Aoukatbn Lbt > APPBCatbn DeteB Comments Archived Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Michael LaFevre mlafevre5l@gmaii.com Technical Representative Michael La Fevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 cledy@cws.cc Category Windows P D f 8 7 Subcategory Horizontal Slider Evaluation Report from a Florida Registered Architect or a Ucensed Compliance Method Florida Professional Engineer W Evaluation Report - Hardcopy RecL,i,.ed, Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quali Assurance Entity Ke stone Certifications, Inc. PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA/W DMA/CSA/101/I.S.2/A440-08 ASTM E1300-04 ASTM E1886-05 Year 2008 2004 2005 2/5/2015 10:43 AM I of 2 I� URNER ENGINEERING & CONSULTING. INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871 12/18/2013 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 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -871, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3887-1, 4A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996'04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 3) Supplemental Calculations to support CWS -871, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -871. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -871 �±.e�j �'�on mrest utacrte ter ayer per rami- a e A. - 29.2' • • • • • Requires Quanex white rigid PVC frame extrusions per Miami -Dade N.07A 1*2-10=192% Certification of Independence: I do not have, nor do I intend to acquire, nor wj0Xa0cquire+,a; f financial interest in Custom Window Systems or in any company manufacturing orAittributiv&. f products for which this report is being issued. I do not have, nor do I intend to aegrti%, nor:wi.11-le acquire, a financial interest in any other entity involved in the testing or approvT:?d cess of tins• product. • • .0000• *�`lli�lil •••� i • 000 Ak 1►,►•� 0.00 No 58201 10 S 12/18/2013 STATE OF r k- Lucas A. Turner, P.E. '-�� t,�► FL PE #58201 Lucas Turner 2013-12-18 14:42-05:00 --- .. 111" MAX. UNIT WIDTH w ,�J 5813/16" GLASS DLO -- 4915116" — GLASS DLO •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• 0 — 24 518" — GLASS DLO 27 15/16' MAX. SASH WIDTH MAX. UNIT HEIGHT 59 9116" MAX SASH HEIGHT 561/4' GLASS DLO i TABLE OF CONTENTS • • • • ••• • • Lucas Turner GENERAL NOTES & ELEVATIONS................1• • • • 0 • • • • • • 2014-02-24 15:4&05:00 ANCHOR SCHEDULE AND NOTES.............•2 • • • • • • • • 4 DESIGN PRESSURES & GLAZING .............. 40 • • • • • • • • SECTIONS & ALT. FRAME ................S...........6 • • PRovwETARrANocoNFmENTw:2412014 • • • • • • • • EXTRUSIONS &BILL OF MATERIALS ........... • 0 • • • • • • • • • �E INFORMAt10N CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM INSTALLATION DETAILS.............................�J• • NDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A W HOLE W ITHOUT THE • • •*WRIFfENPERMISSION OFCUSTOM WINDOW SYSTEMS.INC.ISPROHIBITED. ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: A) "X/O/X" FLANGE IMPACT WAMPACT HOOKS IN JAMBS, AND IMPACT HOOKS IN HEAD B) "X/O/X" FIN IMPACT W/ROTARY LOCKS IN JAMBS, AND IMPACT HOOKS IN HEAD 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 7-9 FOR INSTALLATION DETAIL. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. _. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AT HEAD! SILL. 8. SERIES / MODEL DESIGNATION HS -8200. 9. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 10, THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 11. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS INA SIMILAR LOCATION, 12. WEEP SLOTS = 1/4"X 1" LOCATED 4" FROM BOTH ENDS LUCAS A. TURNER. FL P,.E. 58201 I A I CHANGED EDGE DIST FROM 1/4" TO 7/16" WINDOW SYSTEM L_m 1900 SW 44TH AVE. OCALA, FLORIDA 34474 'ITLE: GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT ERIES: DRAWN BY:DATE 8200 HVHZ TEF 10111/2013 AODEL:CALE:-- _ 1 1. NO- PVC HORIZ. SLIDER NTS CWS -869 V. LETTER: ASHEET: 1 OF 9 IF I NOTES: �a 4" MAX (TYP.) �� .. A' (SHEET '(SHEET 4) (FIXED RAIL) (FIXED RAIL) EE 4" MAX, (TYP.) 8" MAX O.0 J (TYP.) (SHE- EET 4) INSTALLATION ANCHORSTYP. F-� f----�-8" MAX. 0 . (TYP.) D ---- (SHEETS) --__(SHEETS) ANCHOR LAYOUT - (FIN) THRU NALLING FIN (WOOD OPENINGI -1 E (SHEET 5) SHIM AS READ AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE 1(4" FOR MASONRY OR WOOD. AND 1/8" FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 13. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 7116" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. #10-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGIRME"-RiAR THE MINIMUNOSTRENGFIi SPECIFIED BELOW. • • • • • • • • 10. INSTALLATION ANCHOR CAPACITIES FOR ODUCT� IE$E•iA P � C1�V S6R.TRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF Ga6.55 U E P ft TE ) • • •• C. MASONRY - MINIMUM DENSITY OF 117PCF, CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. D. ALUMINUM -118" THICK MIN., 6063 T5 MIN. E. STEEL - 16 GAUGE (.060") MIN., 33 KSI MIN. q • ••• •• • ••• • h.7— 11. SEALING AND FLASHING STRATEGIESTOR OVERALL WAIVER REGISAANCE • • • OF INSTALLATION SHALL BE DONE BY OTpF.q,S FOI-OWj4G:A%CLrR@NT • • 0 • PROPRIETARY ANDCONFIDF14TAL 2/24/21014 VERSION OF THE REFERENCE DOCUMENT • • _•_''+ • • • • • ��c INFORh tTION rONTA NED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM FMA/AAMA 100(FIN WINDOWS), FMA/AAMA2WFLAidGE WINu�WvS), • • *DOW SYSTEMS,INC. ANY REPRODUCT ON IN PART OR ASA WF�LE WITHOUT THE FMAM/DMA 250(BOX WINDOWS), FMA(AAMANMDMA 300(EXTERIOR DOORS). •WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, M. IS PROHIBITED. ••• • • • • ••• • • • • • • • • • %00: • • • •• •• • • • •• •• ••• • • • ••• • • LUCAS A. TURNER, FL P.E. 58201 E►L11illolvill1 i WINDOW SYFMIS k-' 1900 SW 44TH AVE. OCALA, FLORIDA 34474 Tom' ANCHOR SCHEDULE & NOTES- LARGE MISSILE IMPACT >ERIES:RAWN BY; ATE - 8200 HVHZ TEF 10(111201 MODEL: DEL: - ._... SCALE; -- ,.... WG NO.. .........- -.._. PVC HORIZ. SLIDER NTS CWS_869 REV.LETTER ASHEET: 2 OF 9 ---- ------ 718" OVERALL 3116" ANNEALED OR TEMPERED -- ----- -- 114" AIRSPACE 7116" LAMI 3116" ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER -3/16" ANNEALED (29) PURFECT GLAZE "H" SIKAFLEX 552 i� 112" GLASS BITE -......._...1 0 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LUCAS A. 718" OVERALL 118" ANNEALED OR TEMPERED 318" AIR SPACE 5116" LAMI 1/8" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 l 'LASS SITE i FL RE. 58201 A CHANGED EDGE DIST FROM 1/4' TO 7/16" .•. .. ... ZZ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 •• • • • • • • • • • • • • • • • • • • • PROPRIETARY AND CONFIDENTIAL 2;24/2014 G. NO ..CWS -869 • :.9 • • *00 • • • TyIE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • • •=DOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED, ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LUCAS A. 718" OVERALL 118" ANNEALED OR TEMPERED 318" AIR SPACE 5116" LAMI 1/8" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 l 'LASS SITE i FL RE. 58201 A CHANGED EDGE DIST FROM 1/4' TO 7/16" ,02/06/201 --- �/j/.__..._..-_.._...._..- 'L./F11.7Lo 'Mod V+ NDOWSYSTW5L-4 1900 SW 44TH AVE. OCALA, FLORIDA 34474 rFTUE. GLAZING - LARGE MISSILE IMPACT >ERIES:8200 HVHZ DRAWN BY. TEF DATE 10/11/2013 AODEL:CALE: -- PVC HORIZ. SLIDER 1:1 G. NO ..CWS -869 V. LETTER ASHEET: 3 OF 9 SECTION C -C NOTE: SHOWS FIXED LITE CUT -AWAY EXTERIOR INTERIOR SECTION A A INTERIOR EXTEF SECTION B -B HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASHES (ITEMS 44 & 46) HEAD/JAMB IMPACT HOOK LOCATION (FLANGE FRAME ONLY) ••• • • • • • •• •• • • • • ••• • • • • • • • • • ••• •• • • • •• •• •• • •• • I I i i i I I i • • • �ry • • • f- • HEAD/JAMB IMPACT HOOK LOCATION (FLANGE FRAME ONLY) ••• • • • • • •• •• • • • • ••• • • • • • • • • • ••• •• • • • •• •• •• • •• • ••• • • • • • • �ry • • • f- • • • • • • • • • • • • • • • PROPRIETARYANDCONFIDENTIAL 2/24/2014 • • • • • • • • • • T•E INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM 000 • • • • •WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • \-- HOOKS (ITEM 42) ARE LOCATED AT THE / THIRD POINTS ALONG THE FRAMEJAMBS. LUCAS A. TURNER, FL P.E. 56201 *ALTERNATE JAMB ROTARY LOCKS EXTERIOR INTERIOR SECTION D -D INTERIOR 6151 120) ,LZ` 19 or 49 i i28? 1211 � U 8) `2 ERIOR [3. i SECTION E -E SECTION F -F NOTE: SHOWS FIXED LITE CUT -AWAY •• ••• • • • • • •• . .... . . ... . •• ••• •• • • • •• HEAD IMPACT HOOK/JAMB ROTARY LOCK LOCATION (FIN FRAME) J t No 58289 Yk �' • ••• •• • ••• • � C # to •. OTATE OF • • • • • • • • • • • • • • • PROPRIETARY Arra CONFMENTM 2/214/2014 2/2 4/2014 , p It I,DV�' •••• •• • IRYS?CON OF • IPAR WG, NO.: CWS -869 V. LETTER ASHEET: 5 OF 9 • OR ASA WHOLE WITHOUT TFCOW E GNIN =PRODUCTION WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. !!lrf��lY��itf • • • • • • ••• • • • • ••• • • OCALA, FLORIDA 34474 mfLE. SECTION VIEWS FIN FRAME - LARGE MISSILE IMPACT SERIES: DRAWN BY: 8200 HVHZ TEF ATE' 1011112013 MODEL: PVC HORIZ. SLIDER SCALE: WG, NO.: CWS -869 V. LETTER ASHEET: 5 OF 9 • • • • • • • • • • • •• s• • • • •• •• ••• • • • ••• • • F SASH 461 --- ROTARY LOCKS (ITEM 23) ONLYENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMBS. A I CHANGED EDGE DIST FROM 1/4" TO 7/16" 2/06/2014 cwOf MoAl V*4DOW SYSTEMS E.,Ar 1900 SW 44TH AVE. OCALA, FLORIDA 34474 mfLE. SECTION VIEWS FIN FRAME - LARGE MISSILE IMPACT SERIES: DRAWN BY: 8200 HVHZ TEF ATE' 1011112013 MODEL: PVC HORIZ. SLIDER SCALE: WG, NO.: CWS -869 V. LETTER ASHEET: 5 OF 9 IN ------ 3 118" ---� 1 2 11/16" O 39 PVC FRAME FLANGE -6049 --2311 1 5!8" 15f8" PVC FRAME FIN -6048 PVC SASH MTG. RAIL -6050 PVC SASH SIDE RAIL -6051 PVC SASH TOP/BTM RAIL -6052 3116- I 196"- -� 314".._+.-- (171 518"- 7— "j"�j 1 1i' U 1/16'5 r. 315 -�1�i 15116^ .- .. 1t16' ii L I i j �.JJIIILL��-jUUJI ALUM SASH MTG. RAIL -1497 ALUM S.B.R./S.S.R. - 1498 ALUM, SASH REINF. - 1699 CONSTRUCTION CONSTRUCTION 1 718" ALUM HD MTG RAIL -1681 `-CORNER WELD CORNER WELD (ALL SIDES) (ALL SIDES) 1 1/4" FIXED MEETING RAIL i r�t6" SCREWED TOGETHER 7/16- 1 WITH OUTERFRAME --� '-- I--- 2 3t18" — ALUM ROLLER TRACK - 1776 PVC HD FIXED RAIL COVER -6077 1 1/8" 1 118" PVC SCREEN SUPPORT -6014 PVC SCREEN CATCH -6013 3116" 407 -�--- Keyrterk 1- 716" -1 F----- 3" ---r---1�-- � 43) 43 5.1112 SCREW SUPPORT - 3113 ALUM REINF. FOR Alum IMPACT HOOK - 1112 �4B) 114" � 1 i .... 1 318 kryact Channel. Sash 1 5116" - PVC ANTI -LIFT INSERT - 6005 PVC GLAZEBEAD - 6064 42 S-1577 I Lrpact Hook' Frame. Jamb Keyrterk Alum I- 43 5.1112 RellforcerneM, Head,Jamb for S-1577 Keymerk Alum �""— --- ----^i 44 S -20M kryact Channel. Sash Keymerk Aium — t • 3116" I --� — `, 3116" 45 R3748 #6 X 518 Ph FH TEC, Zinc. Panted, Screw Arc Steel O O 46 5-1999 Impact Hook Frame, Head Keynark Alum 47 1+6048 Man FraTle, SH/HS, Fin, PVC MITon PVC _ 48 5-6005 RMW Track PVC, (An$fft) Mon PVC "50 49 P-5250 Lock krpacL PVC, w/FlpMr Interlock .(44) P-4730 98 x 112" Ph Pad Truss TEK Fastenal Steel 518 Lf—J. 518" " _1. PLAN VIEW -2000 ALUM PANEL IMPACT CATCH - 2000 PLAN VIEW -1999 ALUM HEAD IMPACT HOOK - 1999 (� 3718" • • • • • LUCAS A. TURNER, FL P.E. 56201 A CHANGED EDGE DIST FROM 1/4" TO 7116" 02/0_6/; • ••• • go* 00 0 9 silly • • • • W-0- 00 8" 1 • %:N VIF•W - 1y7 • • • 'yUN`SAWAMPA:T 11•COK -1577 PROPRIETARY AND cauFrDa:rmAL 212$12014 OTE: ITEMS 4.38, AND 39 ARE NOT t jSF • • • • • • • • • • fl -E INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM L ALUMINUM EXTRUSIONS ARE 6063-T6. • • WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. r ••• • • • • or • • • • • • • • • • • • ••• • • • ••• • • WINDOW SYSTEM kZ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT SERIES: DRAWN BY: DATE 8200 HVHZ TEF 10111!2013 MODEL: PVC HORIZ. SLIDER SCALE: 1:2 —DWG. NO.. CWS -869 REV.LETTER A SHEET: 6 OF9 CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS (SEE MIN EDGE DIST (SEE -y NOTE 1) 1114' MIN EMBEDMENT (SEE NOTE 1) EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BYINSTALLER SEALANT BEHIND— FLANGE BY INSTALLER SEALANT BETWEEN BUCK ----- AND OPENING BY OTHERS CONCRETElMASONRY,, BY OTHERS 1� INSTALLATION ANCHOR 3116" DIA. MASONRY SCREW "•�, wl WASHER THRU SCREW SUPPORT (SEE NOTE 1) 2112" MIN EDGE DIST (SEE NOTE 1) ° - 1 BY WOOD BUCK BY OTHERS 1-114" MAX SHIM -.-,wj_ (SEE NOTE I) INSTALLATION ANCHOR 3116" DIA. MASONRY SCREW WNVASHER THRU SCREW SUPPORT (SEE NOTE 1) SEALANT BEHIND --� FLANGE BY INSTALLER PERIMETER SEALANT — INSTALLATION ANCHOR, 3116" DIA BYINSTALLER MASONRY SCREW WINEOPRENE BACKED WASHER THRU SCREW SUPPORT (SEE NOTE 1) EXTERIOR FINISH BY OTHERS 114" MAX SHIM -�- r -- (SEE NOTE 1) x- SEALANT BEHIND t t LI/4" MAX SHIM FLANGE BY (SEE NOTE I) (SEE NOTE 1) INSTALLER - PERIMETER SEALANT EXTERIOR FINISH BYINSTALLER BY OTHERS 1 BY WOOD BUCK BY OTHERS B' HORIZONTAL SECTION #10 WOOD ANCHORW/ • FRAME (MASONRY) —114" MAX SHIM SUPPORT (SEE NOTE 1) • (SEE NOTE 1) • '�"'•' ° \� `-2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3116" DIA. MASONRY SCREW WNVASHER THRU SCREW SUPPORT (SEE NOTE 1) SEALANT BEHIND --� FLANGE BY INSTALLER PERIMETER SEALANT — INSTALLATION ANCHOR, 3116" DIA BYINSTALLER MASONRY SCREW WINEOPRENE BACKED WASHER THRU SCREW SUPPORT (SEE NOTE 1) EXTERIOR FINISH BY OTHERS 114" MAX SHIM -�- r -- (SEE NOTE 1) 1 318" MIN EMBEDMENT (SEE NOTE I) p ° ° • ZE MIN EDGE DIST (SEE NOTE 1) 0.69 --'� -- INSTALLATION ANCHOR #10 WOOD ANCHORW/ • •' e • WASHER THRU SCREW • SUPPORT (SEE NOTE 1) • • • • '�"'•' ° \� `-2 BY WOOD BUCK BY OTHERS SEALANT BEHIND -- f " ' • FLANGE BY ( INSTALLER ----- SEALANT BETWEEN BUCK ••• AND OPENING BY OTHERS PERIMETER SEALANT EXTERIOR FINISH BYINSTALLER BY OTHERS • HORIZONTAL SECTION '� 7 F�'--_. OTE: HEAD AND JAMB IMILAR FOR 29Y INSTALLATION. ILL INSTALLATION SAME AS SHOWN BELOW. — INSTALLATION ANCHOR 3116" DIA. MASONRY SCREW wlNEOPRENE BACKED WASHER THRU SCREW SUPPORT (SEE NOTE 1) ---- SEALANT UNDER SCREW HEAD BYINSTALLER 114" MAX SHIM (SEE NOTE 1) SEALANT BEHIND SEALANT UNDER SCREW D. 9> D9 p• g D C 9 p • p I, 6 0 'p HEAD BY INSTALLER>D FLANGE BY D 9 9 • , ° D> p D° • ° • 9 9 • s INSTALLER \\� — HIGH STRENGTH STRUCTURAL � GROUT BY OTHERS PERIMETER SEALANT-. ,\ CONCRETE/MASONRY BYINSTALLER 114" MAX SHIM BY OTHERS (SEE NOTE 1) EXTERIOR FINISH- D "N ALTERNATE PRECAST SILL DETAIL BY OTHERS :+::•• ? .'s S •<�� SILL STOOL 1 •o. BY OTHERS 7 FRAME (MASONRY) o� • .•P ••aso.•a \`Ir >. �a •a ,o°•• a• o •o° o.os,00 • U SQL RYyJy[�Qp3D :•e.::• o o o • • • SwPQ'T=aMAKE o•o o• o:a• ape.e .� o. •• • •S*LL VEI•BY OTHERS a a•°o•' a -11 W*lNfMt:DME•NT•• • CONCRETE/MASONRY • • • • • (SEEINOTE•1) • • • BY OTHERS 2112" MIN EDGE DIST (SEE NOTE 1) FREAMD MSa IV) •• • ••• • y� • w • • :MB • • i i • 0 • • a .•e�� PROPRIETARY AND CONFIDENTIAL 2/24/2014 i 1: FOR CLARIFICATION ON ALLOWABL OR UES, E�MENT , • •IRIE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM GAPS, AND SUBSTRATE RESTRICTIONS REFER TO WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE VOTES ON SHEET 2. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. 11(4" MIN EMBEDMENT (SEE NOTE 1) II-�-2 112" MIN EDGE DIST (SEE NOTE 1) LUCAS A. TURNER, FL P.E. 58201 1 A I CHANGED EDGE DIST FROM 1!4" TO 7116° NO 58309 VIY$ 1900 SW 44TH AVE. %* � * S OCALA, FLORIDA 34474 ,tTITLE: INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT 8TAT8 OF i:411► SERIES: RAWN BY AT T @, •9�' 4" 8200 HVHZ TEF 10111/2013 `+"� }S 1 .•', \ ♦ MODEL: _..___ --. CALE ..... NO - WG. •°••*••°°yi�`y'� wC PVC HORIZ. SLIDER NTS CWS -869 g/�4%AE• $4111 lot \ REV.LETTER ASHEET: 7 OF 9 �f7n • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11(4" MIN EMBEDMENT (SEE NOTE 1) II-�-2 112" MIN EDGE DIST (SEE NOTE 1) LUCAS A. TURNER, FL P.E. 58201 1 A I CHANGED EDGE DIST FROM 1!4" TO 7116° NO 58309 VIY$ 1900 SW 44TH AVE. %* � * S OCALA, FLORIDA 34474 ,tTITLE: INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT 8TAT8 OF i:411► SERIES: RAWN BY AT T @, •9�' 4" 8200 HVHZ TEF 10111/2013 `+"� }S 1 .•', \ ♦ MODEL: _..___ --. CALE ..... NO - WG. •°••*••°°yi�`y'� wC PVC HORIZ. SLIDER NTS CWS -869 g/�4%AE• $4111 lot \ REV.LETTER ASHEET: 7 OF 9 �f7n 1112" MIN EMBEDMENT (SEE NOTE 1) SHEATHING BY OTHERS EXTERIOR FINISH---� • ---- INSTALLATION ANCHOR, • • ••• • BY OTHERS �� o, � °•o• #8 WOOD SCREW W/ WASHER (SEE NOTE 1) 7116" MIN EDGE DIST eo•�•p 2 BY WOOD BUCK BY OTHERS '., (SEE NOTE 1) SEALANT BEHIND FIN BYINSTALLER • ° o, — 2 BY WOOD BUCK BY OTHERS` • -.I 114" MAX SHIM • • • o ° • • • (SEE NOTE 1) •• WINDOW WRAP BYINSTALLER •"� B.o•° • INSTALLATION ANCHOR. - •• ••• • opg°oq 1 #8 WOOD SCREW W/ WASHER • • PERIMETER SEALANT _ 7116- MIN EDGE DIST (SEE NOTE 1) BYINSTALLER ( (SEE NOTE 1)�. 114" MAX SHIM (SEE NOTE 1) `1 — 1-1LZ MIN EMBEDMENT (SEE NOTE 1) I SHEATHING -= " • 4• ° °Op o •� C G i op ° .... I BY OTHERS d .°8 • EXTERIOR FINISH --) WINDOW WRAP BY OTHERS BYINSTALLER SEALANT BEHIND FIN PERIMETER SEALANT BYINSTALLER BYINSTALLER F HORIZONTAL SECTION 8 • -- FIS N (WOOD) 114" MAX SHIM (SEE NOTE 1) SEALANT BEHIND FIN BYINSTALLER 7116" MIN EDGE DIST (SEE NOTE 1) PERIMETERSE_ALANT BYINSTALLER . q� WINDOW WRAP °o o '--- 2 BY WOOD BUCK BY OTHERS BYINSTALLER °• o • f • LUCAS A. TURNER, FL P.E. 58201 A CHANGED EDGE DIST FROM 1/4" TO 7/16" 2/06/201 EXTERIOR FINISH °° • • • II•pp• •• •• i • I icDSL`�EWWtWA3HER##4t�'SS?REIV,LN ANCHOR �l///[• � BY OTHERS >• f•• •• • t�EVol) # CSN 5p ♦ ��•a WIf�OWSYSTB 6� s.��+UR�;''et Z*G„ SW SHEATHING 1112 MIN EMBEDMENT .Z •.TS• No SMI. ,'4$ 1900 44TH AVE. "�„ =� BY OTHERS (SEE NOTE 1) d OCALA, FLORIDA 34474 • E ••• •• • ••• f VEF@ncAL SE(ionO_N • • • • • y * p RLE: « ®g a INSTALLATION ANCHOR FIN DETAIL - LARGE MISSILE °itt IMPACT FIN OO ) ar f • • • • • • • • • • • • STATE G� 7 Q% J" s FRIES: DRAWN BY: ATE: �y^' P,.� 8200HVHZ TEF •\ 10(1112013 i; FOR I • L • • • • • • i • • •� PROPRIETARYANDcwuFlDenrwL 2/24/2014 • A INFORMATION ED INTHIS PROPERTYOF CUSTOM WION NG �; �' (S Q O i's° ## MODEL: SCALE: WG. NO.. �Otj�y'�'i� "� �� ## PVC HORIZ. SLIDER NTS CWS -869 gCONINCTAN DUOCRT PART ORAS WHOLE TFE GAPS, AND SUBSTRATE RESTRICTIONS REFER TO 'WWRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. �fl�p� jff"to � .LETTER: A SHEET: 8 OF 9 TOTES ON SHEET Z. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FLAP BYINSTALLER SEALANT BEHIND FLANGE BYINSTALLER -�+ 118" MAX SHIM (SEE NOTE 1) -- –118" ALUMINUM OR 1116" STEEL MIN. REO'D --- INSTALLATION ANCHOR, (SEE NOTE 1) #10 SCREW (SEE NOTE 1) II � — 118" MAX. SHIM (SEE NOTE 1) STALLATION ANCHOR, 0 SCREW (SEE NOTE 1) INSTALLATION ANCHOR #10 SCREW W/NEOPRENE BACKED WASHER THRU SCREW SUPPORT (SEE NOTE 1) 118" MAX. SHIM (SEE NOTE 1) PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FLANGE BYINSTALLER l 14,HORIZONTALSECTION ••• • • • • ••• • • • • • • • • • • •• •• • •• •• • • • •• ••• • • • ••• • • LUCAS A. TURNER, FL P.E. 58201 A 3 A I CHANGED EDGE DIST FROM 1/4" TO 7/16" L02/06/2014 O&m LLQ'/e/�/ WNDOWSYSTOIsUVA 1800 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: INSTALLATION PORCH ENCLOSURE DETAIL - LARGE MISSILE IMP, 3ERIES:8200 HVHZ DRAWN BY: TEF DATE 10/11/2013 aoDEL. PVC HORIZ. SLIDER SCALE: NTS ND' NO" CWS - 869 REV.LETTER. A SHEET: 9 OF 9 UL 1!$" ALUMINUM OR 1116' STEEL MIN. RE17D PERIMETER SEALANT—'' (SEE NOTE 1) BYINSTALLER • • 00: •• • • • • • • j • • 14UOUS DOUBLE 3118" BEADS OF TREMGLAZE U1600 SEALANT • • • • • • • • • • OQ1yALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN • • • • • • • ME AA4 BUCK BY INSTALLER. VERTICAL SECTION ••• •• • ••• . 0,90 z4 •• •• • • • • • • • • • • • • • • • • • PROPRIETARY AND CONFIDENTIAL 2/2412014 • • 1: FOR CLARIFICATION ON L _ 5M BERM •THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM GAPS, AND SUBSTRATE RESTRICTIONS REFER TO WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE DOTES ON SHEET 2- WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. ••• • • • • ••• • • • • • • • • • • •• •• • •• •• • • • •• ••• • • • ••• • • LUCAS A. TURNER, FL P.E. 58201 A 3 A I CHANGED EDGE DIST FROM 1/4" TO 7/16" L02/06/2014 O&m LLQ'/e/�/ WNDOWSYSTOIsUVA 1800 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: INSTALLATION PORCH ENCLOSURE DETAIL - LARGE MISSILE IMP, 3ERIES:8200 HVHZ DRAWN BY: TEF DATE 10/11/2013 aoDEL. PVC HORIZ. SLIDER SCALE: NTS ND' NO" CWS - 869 REV.LETTER. A SHEET: 9 OF 9 Miami Shores Village APPROVED BY DATE ZONING DEPT NEG.PRESSURE ZONE N.O.A. P.S.F. 0 -EXPOSURE C. BLDG DEPT �j Lb --- d, { /is— MJ13JFCTTO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 1 N 0 GARAGE I O KITCHEN DINING ROOM I Ogr M I ---------- FOYER OFAMILY ROOM LIVING ROOM CEMF,D i E4-15 BY: EGRESS OA CLOSET i BATH i I CLOSET I I _ I F BEDROOM BEDROOM I BATH I I I I I FLOOR PLAN JL.VrC Vr vv%jK& I � NOT PART *-VINYL HORIZ-ROLLER WINDOW - IMPACT RESISTANT. OF PERMIT BY CUSTOM WINDOW SYSTEMS. ACCEPTANCE #: FL -16736.1 I *-VINYL HORIZ-ROLLER WINDOW - IMPACT RESISTANT. BY CUSTOM WINDOW SYSTEMS. ACCEPTANCE #: FL -16736.2 SCALE: 1 /8"= V O NOT PART OF PERMIT O OA EGRESS ♦VINYL FRENCH DOOR - IMPACT RESISTANT. BY CUSTOM WINDOW SYSTEMS. ACCEPTANCE #: FL -14850.1 EGRESS REQU/REMEMS' MINIMUM CLEAR MIDTH.• 20" MINIMUM CLEAR HEIGHT 24'; MINIMUM CLEAR OPENING.* 5.0 SQ.FT. MAXIMUM SILL HEIGHT: 44"(from fin/shed floor). GENERAL NOTES TOTALSq.Ft.= 39.86 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA 0 -ONE STORY STRUCTURE ( 15' MEAN ROOF HEIGHT). NEG.PRESSURE ZONE N.O.A. P.S.F. 0 -EXPOSURE C. f *--BUILDING RISK CATEGORY 11 -50.35 END (5) FL -14850.1 0--175 M.P.H. WIND VELOCITY. / 0-K.D = 0.85 -49.76 END (5) FL -14850.1 0-FBC 2010. 000 0 -ASCE 7-10 WIND CODE. 0 -BASED ON TRIBUTARY AREA AS SHOWN. *-CONTRACTOR TO VERIFY DIMENSIONS. WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.Ft.= 39.86 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE ZONE N.O.A. P.S.F. 1 FRENCH DOOR IMP. 33.000 82.000 18.79 38.42 -50.35 END (5) FL -14850.1 2 FRENCH DOOR IMP. 37.000 82.000 21.07 38.12 -49.76 END (5) FL -14850.1 DRAW�N/ON: I REVISED ON: SCALE: SHOWN CONTENT: WINDOWS/ DOORS REPL 1SHEF1 00 _M W M V (y) Q W Nty ty y 4o W 0u- wI-Lu w Zty 00 LO 3: N H Q E: moomm . . .... • .. soos.... U 0 000 • r •. CL . • 0 00 e*a go 0 m O i.... 0 • • • .�. • ��J . p • 04• h � g N = 0 N(� O O O