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WS-15-1689 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-239103 Permit Number: WS-7-15-1689 Scheduled Inspection Date: July 16, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: HUSTED, KAREN Work Classification: Window/Door Replacement Job Address: 166 NE 103 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060131730 Project: <NONE> Contractor: PRESTIGE WINDOWS & DOORS Phone: (305)820-5999 Building Department Comments REPLACING 10 WINDOWS AND 3 DOORS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-238782. CREATED AS REINSPECTION FOR INSP-238491. Not ready 07/15/2015 Failed ❑ CANCELLED BY EMILY Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 15, 2015 For Inspections please call: (305)762-4949 Page 26 of 37 Miami Shores Village 10050 N.E.2nd Avenue NE "• Miami Shores,FL 33138-0000 Phone: (305)795-2204 FCOj1°A Expiration: 01105/2016 Project Address Parcel Number Applicant 166 NE 103 Street 1132060131730 KAREN HUSTED Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell KAREN HUSTED 166 NE 103 Street MIAMI SHORES FL 33138-2329 Contractor(s) Phone Cell Phone $ 12,644.14 Valuation: PRESTIGE WINDOWS&DOORS (305)820-5999 Total Sq Feet: 200 Type of Work:REPLACING 10 WINDOWS AND 3 DOORS WI Available Inspections: No of Openings: 13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building �JE Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.80 Invoice# WS-7-15-56253 DBPR Fee $3.45 DCA Fee $3.45 07/09/2015 Check#:4979 $219.70 $50.00 Education Surcharge $2.60 07/07/2015 Check#:4974 $50.00 $0.00 Permit Fee $230.00 Scanning Fee $12.00 Technology Fee $10.40 Total: $269.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either self, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,D De ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoingoinfl . ac rate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the ac ractor to do the work stated. July 09, 2015 Authorized Signature:Owner / Appli / Agent Date Building Department Copy 27r July 09, 2015 1 Miami Shores Village 7BY: UL d,7 2015 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2011,z/BUILDING Master Master Permit No& �` 6 / PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: kcl& Kr l03 —at. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ( I - ;3 201a 1 -1,3c) Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 6%,r EX� Phone#: Address: kob Nw (C>--';) City: M%C-_+Yi" State: Zip: -3;5 1sU Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Plcc__ cj e C�� `� � Phone#: Address: `»cam State: F 1 Zip: -5-5r�-f i* Qualifier Name: C_K_C'"f)C' SQ'Cw zzc_ Phone#: State Certification or Registration#: GgGz�IC�B`7 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: iOCI '5c-) Iz f'cvG �r=�ch 1c� i��c i city: e1d ,3c h Stater l Zip: 55'NZ Value of Work for this Permit:$ ,112 ,(tel.l&( Square/Linear Footage of Work: .2s Type of Work: ❑ Addition LvJ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 'Cep ✓► w► �+� x`� -1� j11��c=� Specify color of color thru tile: �\ Submittal Fee$ Z,5- (L Permit Fee$ 2 03 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ ] TOTAL FEE NOW DUE$ 2 ("1 •- fO (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." 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 abse of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CO R The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2 day of Jc.-A1- 120 l`5 by day of w� ,2015 by �x�ccx� 1 �tcl who is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: .. Print: . 4� w � Seal: Seal: 7 , _ t APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) DATE Rd' CERTIFICATE OF LIABILITY INSURANCE 0 /09/ 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). AUTHOIWMD REPRESENTATIVE OR PRODUCER.AND THE CERTIFICATE HOLDER. IMPORTANT: I the arbf mW holder is an ADOMONAL INSURED.the potiey(ne)must be endorsed. N SUBROGATION IS WAIVED.subject to tM term and conditions of the Policy.again poYcies may require an awkwsemerit A statemmIt on this certificate does not conAr rights to the certificate hokler in lieu of such endommimna(s). PRODUCER 1-239-935-5069 Staci mercnant Merchant Insurance Solutions • 305-904-2989 1-066-406-4923 12326 Isabella Drive maw amerenantemsrenantinsuraneesolutioms.c -INSURER(S)AFFORDING COVERAGE NAHC i Bonita Springs, DL 33015 NSURERA: International Insurance Company of Ranwer INSURED N g: Association Insurance Conpany RJS Consultants Inc. INSIIRERC: dba Prestige Windays E Doors 5500 NK 161st Street N D: INSURER E: Miami, HL 33014 N F: COVERAGES CERTIFICATE NUMBER:44191537 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 IND►CATED. NOTWITHSTANDING ANY REOUMIENT, TERM OR CONDITION OF ANY ODNTRACT 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. TYPE OF DURANCE Y LOM AIM JIM A X CDttIMI�RCIALGEMERALLIABEITY IG06CO03370-00 06/03/15 06/03/16 EACkOCCURRENCE S 1,000,000 CLAMISMADE [E OCCUR PREMISE S1 Lia S 100-000 ?ED EXP LAvy om S 5,000 PERSOHNL AALA(OWZY S 1,000,000 GENL AGGF&GATE LIMIT APPLIES MR GENERAL AGGRECATE S 2,000,000 z oOLICV[:]TtC D LOC oROOLCTS-CoMpopAGG S 2.000,000 CrzER S AUTOM0 E LIAMLITY S ANY AL70 BOCILVINJURY(Per pwwnl S � C �DESDULED BOCILY INJURY(PaaccKbm) S HIREDAtIT05 NON.aswa S AUTOS 'Par saadad' S U4111111111ELLA UAB OCCUR EACH OCVJRWNCF S EXCESS LIAR CLAAW MADE AGCA;EGATE S ixp I I RETEN pcR pO�T S B TOORICERSDYpI LM �gLITY YIN WCVQ16309000 01/10/15 01/10/16 = STATUTE ERS TCWPARtl�idE7CEC.UTNE C.ICERVEMBER Di.1t�OE07 ❑ MIA ANY PRCFRIEE EACH ACCIDENT S 1,000,000 ICY in MM E .DISEASE-[A EMPLOYEE S 1,000,000 "DfrSSCRiPTK)NOF OPERATKWSodow E L DISEASE-POLICY,at'T S 1,000,000 DESCRPTION OF OPERATIONS I LOCATIONS f MENICLES WAIN"I.Adder Romwls Saludulo,may M amochod it wme opwa in nR o oo LICENSE ;CBC1251607 CERTIFICATE HOLDER CANCELLATION SHO ILD ANY OF THE ABOVE DESCRIBED POLKES BE CANCELLED BEFORE MIAMI SHORES VILLAGE EnLDIMG DRPARTNEWS THE EXPIRATNNI DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE MYTH THE POLICY PROVISIONS. 10050 NII 2nd Avenue AUTWOROM REPRESENTATIVE MIAMI SHORES, PL 33139 ' USA Rb 14q-2014 ACORD CORPORATION. All rights n"rved_ ACORD 25(2014J01) The ACORD rants and logo are regishwed marks of ACORD RJSCon 44191537 ulTY .` 07 2015 U y gY MARK SIZE TYPE FLP "q P 1 73"x 50" HS FL#16736.1 2 53"x 50" HS FL#►16736.1 Go LJ.I M 7 3 36"x 50" SH FL#16177.1 (� -r- 84 HS FL#16736.1 cf) 36"x 3T' 2 M ' Ufa I 5 36"x 50" SH FL#16177.1 � 6 I MASTER 6 36"x 50" Csmt FL#6890.1 ''' FLORIDA I BEDROOM g �`' 7 37'x 81" FD FL#16708.1 W cn ROOM j t ya. 8 36"x 50" Csmt FL#6890.1 LU O 5 BEDROOM ___ 9 36"x 50" SH FL#16177.1 UJ r N + c�a LU 2 I r---- 10 _�/3 �� 10 18"x 38" SH FL#16177.1 W Z •� BATH .cK,.� 1173"x 50" IHS FL#16736.1O r 12,38"x 80" FD FL#16708.1 — e— • .... � 13138'x 82" FD FL#16708.2 . . . •••••• 4 BATH I .. Existing to • KITCHEN .... I Remain • 000d AND,3L � . I I ••• . O 3 OFFICE LIVING ROOM 1�- .... ..... �+ • I i GARAGE ; ° '. I Existing to remain O. .... decorative opening ; a. • .. .... 2 i r 3S.L z F- *: z PERMIT off : •—W Miamid Cres Vilta e APPRO,v'ED 13Y - 3 DATE ZONING DEPT �� 3 N.T.S. nO r)FPT S UF,IECT f0 CCMpLjANCE NV[M ALL FEDERAL STATE ANL)CCUPTiYRUL2S AND REGULATIONS ""�1 ENGINEERING EXPRESS° Project#: 42193-60697 Project Details: KAREN HUSTED Contractor: PRESTIGE WINDOWS AND DOORS 166 NE 103 ST MIAMI SHORES, FL 0000 • 0000.. Subject: Wind Load Design Pressure Calculations(Components&Claddirfg) ... 06%10 • 0000 0000.. 000 0000.' Site Information General Calcul atLQo0- •" 0000 0 0000. Building Classification: Enclosed Directionality Factor(Kd)t•••.' 0.85 •1•• "1.11 0000 0000.. Wind Speed (Vuit): 175 mph Gust-Effect Factor(Gi'- 0.85 .' Exposure Category: C Internal Pressure •1•• ±0.18 1• •••0 Roof Type: Gable Coefficient(GCpi) 0 ;'•••� Roof Slope (0): 18.4 deg Topographical Factor(K,t): 1.0 6 Mean Roof Height(h): 15.0 ft Velocity Pressure Exposure 0.85 Min. Building Dimension (L): 30.0 ft Coefficient (Kh): Parapet>_3 feet? No Velocity Pressure (qh): 56.57 psf End Zone (a): 3.0 ft L= ASD Method: P=0.6w - Mar, Elev,zF(ft) Size WxH (In) Zone Shutterss res(psf) 1 15 73.0 x 50.0 4 No 25.3 0.85 56.57 0.93 -1.03 +37.6/-41.0 2 15 53.0 x 50.0 5 No 18.4 0.85 56.57 0.95 -1.31 +38.5/-50.5 3 1 15 36.0 x 50.0 4 No 12.5 0.85 56.57 0.98 -1.08 +39.5/-42.9 4 15 36.0 x 37.0 4 No 10.0 0.85 56.57 1.00 -1.10 +40.1/-43.4 5&6 15 36.0 x 50.0 5 No 12.5 0.85 56.57 0.98 -1.37 +39.5/-52.5 7 15 37.0 x 81.0 5 No 20.8 0.85 56.57 0.94 -1.29 +38.1/-49.8 8 15 36.0 x 50.0 4 No 12.5 0.85 56.57 0.98 -1.08 +39.5/-42.9 9 15 36.0 x 50.0 5 No 12.5 0.85 56.57 0.98 -1.37 +39.5/-52.5 10 15 18.0 x 38.0 5 No 10.0 0.85 56.57 1.00 -1.40 +40.1/-53.6 11 15 73.0 x 50.0 4 No 25.3 0.85 56.57 0.93 -1.03 +37.6/-41.0 Valid Only With neer NOTES: Design is in accordance with ASCE 7-10(ASD method)and the Florida Building Code Seal Fifth Edition(2014).Results are not valid for use unless approved via original signature a raised engineer seal of a PE from Engineering Express.Results are based on contractor- supplied data and shall be field verified by others prior to use.Selection&installation of Q8,2015 products shall be approved using these dimensions and pressures as verified by others. Frank L. Bennardo, P.E. PE46549 Cert Auth 9885 160 SW 12TH AVENUE,SUITE 106, DEERFIELD BEACH,FLORIDA 33442 42193-60697 PHONE:(954)354-0660-FAX:(954)354-0443 �J AutoPrint ENGINEERINGEXPRESS.COM PAGE OF L� 11 ENGINEERING OA-EXP=RESS° Project#: 42193-60697 Project Details: KAREN HUSTED Contractor: PRESTIGE WINDOWS AND DOORS 166 NE 103 ST MIAMI SHORES, FL 0000 . 0000 ...... Subject: Wind Load Design Pressure Calculations (Components&Claddiri ) ••• .. ... 0000.. 0000.. 0000 . 0000 0000.. Site Information General Calculation' • 0000 0000 0000. Building Classification: Enclosed Directionality Factor(Kd)'• •• 0.8%%0• •0000 •..0.. Wind Speed (Vit): 175 mph Gust-Effect Factor(Gj: 0.85 •0 Exposure Category: C Internal PressuL .. ±0� �....; Roof Type: Gable Coefficient (GCp;): 0 • Roof Slope (0): 18.4 deg Topographical Factor (K,t): 1.0 Mean Roof Height(h): 15.0 ft Velocity Pressure Exposure 0.85 Min. Building Dimension (L): 30.0 ft Coefficient(Kh): Parapet>_ 3 feet? No Velocity Pressure (qh): 56.57 psf End Zone (a): 3.0 ft ASD Method: P=0.6w IVlar` +eve z �n *Slze � x in ZoneFiutte ' `2 K GCS C - s res sf � � •,E ({ ,fin : , ., � 4rea(ft ) s �� !) gq p p ) 12 15 38.0 x 80.0 5 No 21.1 0.85 56.57 0.94 -1.29 +38.1/-49.7 13 15 38.0 x 82.0 4 No 21.6 0.85 56.57 0.94 -1.04 +38.0/-41.4 Valid Only With Raised Engineer NOTES: Design is in accordance with ASCE 7-10(ASD method)and the Florida Building Code Fifth Edition(2014).Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Results are based on contractor- supplied data and shall be field verified by others prior to use.Selection&installation of products shall be approved using these dimensions and pressures as verified by others. Frank L. Bennardo, P.E. PE46549 Cert Auth 9885 160 SW 12TH AVENUE,SUITE 106,DEERFIELD BEACH,FLORIDA 33442 42193-60697 PHONE:(954)354-0660—FAX:(954)354-0443 AutoPrint ENGINEERINGEXPRESS.COM PAGE 2' OF E ! i FSX13 '.n�*R �-s�� it v� � ra � � 3a �rt a ✓� � ✓ � :: � ✓ �� „,'� '', p v t �,�n� w f put r�m�i BCIS Home Log In '. User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business,` Professional product Approval USER:Public User aL ton Product Approval Menu>Product or Application Search >Application Lis[>Application Detail yyy 4z7 i FL# FL6890-R5 Application Type Revision Code Version 2014 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 Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 8 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 8 Validation Checklist - Hardcopy Received Certificate of Independence ••• ••• • • ••• Z6:90•"COI EvalRen CWS-161C(CA-8400. IMP).Ddf • •• • • • • ••• • Referenced Standard and Year(ot Stanllg;) •• • Stalhd9kl Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 • ••• • • ASTM E1300-04 2004 • • • • • • ASTM E1886.05 2005 •• • • •• • • ASTM E1996i05 2005 ••• •• ••• •.• PA;T"2%/h02/203 1994 Equivalence of Product Standards•• • • • • • • • Certified By • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• Sections from the Code *00 • 0 • 000 0 0 r ' Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6890 R5 II CWS-161C(CA-8400. IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: 8400 Vinyl Casement, Large Missile, DP =+/- 67.5 psf, FL6890 R5 AE DuPont PVB NOA 13-0129 27.Dddf Max. size 37"x 72". Outer lite in I.G. to be fully tempered when FL6890 R5 AE EvalReo CWS-161C(CA-8400 IMP).Ddf used 30 ft. above grade in HVHZ. Glass complies with ASTM FL6890 R5 AE Ouanex ikron) NOA 12-1017 02.Ddf E1300-04. Created by Independent Third Party: Yes t3ack Next Contact Us:: 1440 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address Mich can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® ii.h;k security „:;a;<,;; •• ••• •• • • • •• • 0:0 • • • • • • • • • Y • • •• • • • • • • • • • ••• • ••• • ••• • 0:0 •• • • • • 0:6 •• • • • • • • • • • • • • • •• •• • • • •• •• CASEMENT - LARGE MISSILE IMPACT GENERALNOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. 381/4" EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474 MAX.OVERALL 381/4" AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC FLANGE WIDTH MAX.OVERALL FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC. 37" 37" UNIT WIDTH UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8400 PVC MAX.SASH WIDTH MAX.SASH WIH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT DT RIGHT. IMPACT A —— 4.DESIGN PRESSURES: ————— — -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND o I I 1 GLASS TABLES ASTM E-1300-04. ^ w 1 I I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER o N o 0 731/4" I -- INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. LL w wMAX. Uj . OVERALL s • 1 / 1 1 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN ¢ a m FLANGE • • THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION C • HEIGHT • • I • I MAx4 1 I DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD m m ••• : I • • • 1 OVERALL B I I B ANCHOR CALCULATIONS, a o • I FLANGE • • • 1 HEIGHT 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE ¢ ¢ z0 i • • • NOT REQUIRED. www • I '••• •• I o o a a •• ••• 72" • I •• 65 1/2" 63 X I 1 561/2" 7.ALL FRAMES AND VENTS FULLY WELDED. Q Q ? U as*** MAX.• 0066 • I GLASS MAX. ,` I GLASS ❑ ❑ v w • • UNIT• ••• • DLO UNIT i DLO 8.SERIES/MODEL DESIGNATION CA-8400. '101 • ••• HEIGHT •s 1 ` •• • 1 HEIGHT I .. • • • •• wN-__ • •• I / 1 9.THE DESIGNATION X STANDS FOR THE FOLLOWING: U DO ¢ O •• ••s T I I X=OPERABLE SASH t�stilaserrrr • • • ••• • 6 sr I OREW "h 7. I • I MAX. 1 I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �� P�...•.., Tt', a w ••• • q�( I ••• •i I C SASH LOCATION. • DSAS 6 HEIGHT) I 4�JC/; '4 F'•..��¢ • • \ I v: No 5'3201 •• seeH. •I ••• I 6 Lill • Lucas A.Turner '�' 'a: 1 'O;• STATE OF I ——————— 2015-04-18 ,,�•.,F 22:00-04:00 3211 'orss'pNA yNGo� A GLASS DLO y 6 f 301/2" RIGHT HINGED—SHOWN 4/18/2015 GLASS DLO LEFT HINGED-OPPOSITE LEFT HINGED—SHOWN LUCAS A.TURNER,P.E. RIGHT HINGED-OPPOSITE FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 R PH,941-380-1574 (C/ SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 NON-HVHZ +/-65 PSF DRAWN BY: DATE: GLAZING DETAILS.................................2 37"X 63" ADE 05/05/07 HVHZ +/-67.5 PSF LARGE MISSILE IMPACT SECTION VIEWS..O...............................3 DWG#: REV.: EXTRUSIONS E B.O.M..........ES............5 NON-HVHZ +/-65 PSF CWS-161 C ANCHOR SCHEDULE&NOTES............5 37"X 72" INSTALLATION DETAILS.......................6 HVHZ +/-67.5 PSF SCALE' SHEET 1:15 1 OF6 WINDOW SYSTEMS'"'' 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT fro 7/8"OVERALL 7/8"OVERALL co �n r iL 1/8"ANNEALED or TEMPERED 1/8"HEAT STRENGTHENED or TEMPERED o o 7/16"AIR SPACE 7/16"AIR SPACE w w w w o o i 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS Ll Q Q [D • • • 1/8"ANNEALED 1/8"HEAT STRENGTHENED U U m m • •••• • • • .090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER S • • N N Z • •••• •:•••: • • 1/8"ANNEALED 1/8"HEAT STRENGTHENED w w H • • • SIKAFLEX 552 OR SIKAFLEX 552 OR o o a o_ • • •••••• 23 PURFECT GLAZE"H" 3 PURFECT GLAZE"H" ? U U N • • ••• •• •• •• • • • • F 7 7 —f m w • •:•• • ••• •••••• 46 1/2"GLASS BITE 46 1/2"GLASS BITE •••• •••• •••• U m Q Z • • • • 13 — j 1 13 �1,54uan�p� • •••• •• •••••• �v:" No 53-201 • •••• •••• • • O; STATE OF 1 . •••• GLASS TYPE A GLASS TYPE B 4/18/201 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: MAX UNIT SIZE MAX POS. DP GLASS TYPE ADE 05/05/07 DWG#: REV.: 37"x 63" +67.5 A CWS-161 C 37"x 72" +67.5 B SCALE: SHEET 1:1 2 OF 6 WINDOW SYSTEMS 35 33 1900 SW 44TH AVE. INTERIOR OCALA,FLORIDA 34474 WWW.CWS.CC 29 22 11 50 49 48 o ® ® CASEMENT PVC CASEMENT 1532 IMPACT 46 18 15 1 18 m 41 46 0 o °r o Q 9 0 o /8 w p p } 51 4 31 8 51 52 1 514 9 18 3 1 ¢ Q m . 6 . • • � • SECTION VIEW B-B LL LL • 0000 2 a o • B 3 N N Z ` • •••• • W W W O C • a a F- < • 0000 • 12 •• •• < < U co U W • • • • j m Q 0000 • ••• 0000•• j 0000 00000000 U m ¢ O • • • • INTERIOR i ,'wlu10011"aa • • 0000 0000 ',, Prl�'REW T�aa • 0000 ' • ••0• •• 00.00• 40 �.`G�r?..YtiCENSfi•.;�'��.: • • 'v No000 00 53201 h�S • • • 0000 •0•• • 0••••• 10 �: STATE OF .'lug: 52 i .te'43 v- 13 / yaa,�.,j0t•1C��a 51 7 36 I� 7 _ as O4/ 5 5 o LUCAS A..TUR TURNER,P.E. FL PE#58201 p 1239 JABARA AVE. 2 —— —— NORTH PORT,FL 34288 46 39 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-161 C 14,16-17,19-20,25,27,32,34,37-38,42,44-45,50 SCALE: SHEET 1.2 3OF6 PARTS LIST 31/8• FRAME AND ITEM PART# DESCRIPTION VENDOR MATERIAL SASH CORNER 1 H-6030B FR.,CASE.,MAIN,HEAD MIKRON PVC CONSTRUCTION WINDOW SYSTEMS 2 H-6030B FR.,CASE.,MAIN,SILL MIKRON PVCQ 1 3 H-60306 FR.,CASE.,MAIN,JB.,RIGHT MIKRON PVC 2 1900 SW 44TH AVE. 3 7/32• � OCALA,FLORIDA 34474 4 H-6030B FR.,CASE.,MAIN,JB.,LEFT MIKRON PVC 82 WWw.Cws.CC 5 H-6030A FR.,CASE.,W/FIN MIKRON PVC 321/32" 4 27/32 6 H-6008 SASH,CASE.,TOP RAIL MIKRON PVC7 H-6008 SASH,CASE.,BOT.RAIL MIKRON Pvc C1/16 �— 84M PVC 8 H-6008 SASH,CASE.,SIDE RAIL,HINGE MIKRON PVC �0 PVC GLAZING BEAD CASEMENT 9 H-6008 SASH,CASE.,SIDE RAIL,LOCK MIKRON PVC S-6064 CORNER WELD IMPACT (ALL SIDES) 10 H-1592 SCREEN RAIL,SIDE/BTM KEYMARK ALUM 1:8 11 H-1593 SCREEN RAIL,TOP/SIDE KEYMARK ALUM PVC FLANGE FRAME 12 GLASS SEE SHEET 2 H-60308 T o 13 P-3028 SET.BLK.,85 DUR.,1/8"X7/8"X2"LG. FRANK LOWE RUBBER 14 3029 SC EEN LIF -OUT SUMMIT 211/32"� o 0 0 21/32' 7/16" 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER Lu w w 16 P-3195 SCREEN SPRING,NO HOLE TENSION D 6 as as ¢ ¢ m 17 P-31,97 • SCREEN CORNER KEY M&M NYLON 7 v1s' 1116" S 18 P-3117• WSTP.,WHITE LEAF SEAL,FRAME AMESBURY RUBBER 21/4' s m LL • 9 COIL,.062 X.656 COIL,.05 X.437 • •1a• P-3 2 SCREE SPM •.155 DIA,BLK DAPA 1/76• < o < P-4491 P-4050 • 20 P-3 81 PACER,DURA9EAL,SEE SHEET3 DURASEAL TRUSEAL N N z • Ff• P-334¢ VWEAM SEALER,sM-5504 SCHNEE SILICONE L w w w O P-3429 WSTP.,. BACK,ULTRA FIN,BLACK,SASH ULTRAFAB PVC SASH o o a a • Ir 23 PURFECT GLAZE"H",SIKAFLEX552 HENKEL,SIKA H-6008 a a P-3 #8 X3/4" TEK,ZINC,SCREW a a m W • 2S• P-3981 ••6CREEPiOL£1TM,•18 X16 FIBERGLASS PHIFER 17/32" 17/32" • P-35$,7••,#8 X 1"P F K 2,SS,SCREW FASTENAL SS v m a z 27 P-3813 CWS LBl.(LOG(fj 10P-368 CS-8400 ERT.LABEL,NFRCTAB 19/32" 1/16' 19/32" 6--q tns" `��PpIJRE �TO+i 29 P-3752 CAP PLLlQ,MR•MOLE M&M NYLON L +, • $me P-38ag TEMPO .IBB(NFRC/DP) , 7" 1 P-3 40 NUBB S ,PVC :O?'y* ENS SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE w: No 58201 32 P-4003 TIE BARGUiDE,itOTO.HDWE. ROTO SS H-1592 H-1593 *c * t • P- 8-32 X 1/Lr PH PH,MS,SS(ROTO HDWE.LOCK) FASTENAL SS 34 P-4006•••SUPPORT PLATE,LOCK,SS,ROTO HDWE. (Use w/P-4006) ROTO SSp0 STATE OF :� 35 P-4006 LOCK,MULTI-POINT,ROTO HDWE.,WHITE ROTO SS 31/8" 34" + L OR%IDP''Z5 36 P-4007 ROTO.OPERATORS(FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS n � ...... �. 37 P-4009 TRACK&SLIDER ASSM.,ROTO OPER.,ROTO HDWE,(13") ROTO SS ^ 5 11111 s" X32• +i'+rolpff � 38 P-4010 STUD BRKT.,ROTO OPER.,L.H.,ROTO HDWE. ROTO SS `�J g:7- 39 P-4012 SHIM,ROTO OPERATOR,ROTO HDWE.(4.8mm) ROTO NYLON SASH REINF. 4/18/2015 40 P-4014 HANDLE,STD,ROTO OPER,ROTO HDWE.(WHITE) ROTO ZINC S-1505 41 P-4018 HINGES(LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS LUCAS A.TURNER,P.E. 42 P-4020 SUPPORT WASHER,ROTO OPER,ROTO HDWE.(SS) ROTO SS 41/2" FL PE#58201 43 P-4021 #8-32_x 3/4"Quad FH W/1/16"Lead,MS,SS,ROTO OP.,ROTC FASTENAL SS �� 1116" 1 JABARA AVE. NORTTHHPORT,FL 34288 44 P-4024 GASKET,ROTO OPER.,ROTO HDWE,1/16" HOP o 112"— PH.941-380-1574 45 P-4031-P-4040 TIE-BARS,ROTO HDWE.1-5 LOCKPOINTS,SS(BY OA HGT.) ROTO SS 7/32 _ SHEET DESCRIPTION: r- 3" �1 46 P-4050 REINF.COIL-ALUMINUM,5052-H32(.050 X.437),HD PRECISION STEEL ALUM G- t } 1s 47 P-4043 STRIKE,MULTIPOINT M&M NYLON T BOM AND EXTRUSIONS 48 P-4146 #8 x 3/4"PH FLAT TEK,SS FASTENAL SS SCREW SUPPORT 49 P-4491 REINF.COIL-ALUMINUM,5052-H32(.062 X.656),HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 DRAWN BY: DATE: 50 P-4641 1#8 x 5/8"PH FLAT TEK,#7 HEAD,SS FASTENAL SS H-6030A ADE 05/05/07 51 S-1505 IRLINF.CASE.SASH KEYMARK ALUM DWG#: V.: 52 S-6064 GLZ_BD.,7/8" MIKRON PVC CWS-161 C SCALE: SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 2:1 4 OF 6 8"MAX.O.C.(TYP.) 12 1/2"MAX.O.C.(TTYP.) 4"MAX.(TVP.) 6"MAX.(TYP.). SEE NOTE 2 SEE NOTE 2 WINDOW SYSTEMS 6"MAX.(TYP.) 4"MAX.(TYP.) 8"MAX.O.C.(TVP.) 1900 SW 44TH AVE. 12 MAX.MAX.O.C.C.(TYP _ _ WWW. FLORIDA 34474 6"MA (TYP.) 4"MAX.(TYP.) SEE NOTE 2 SEE NOTE q^MAX.(TYP.) WWW�CWS.CC 6"MAX.(TVP.) 8" 8400 PVC MAX.O.C. CASEMENT (TYP.) / 10 / 8• IMPACT MAX.O.C. MAX.O.C. // (TYP.) / I I (TYP.) oo I I 14 3/4" V °o o o F X MAX.O.C. /� ch a ch (TYP.) X o o I I INSTALLATION w0 Y ANCHOR(TYP.) H- Q ¢ m • • INSTALLATION U cc • • \\ ANCHOR(TYP.) \ m m • • • INSTALLATION• • •• LAy o � • •••• • ANCHOR(TYP.) c Z - • • • • I N N •• • • •0•• • • • w W w C :0 - - w w a [L • •••• •• •• •• • • • • 6"THRU FRAME ANCHOR 6"THRU FRAME ANCHOR a a m W •••• • HINGE SIDE JAMB(TYP.) HINGE SIDE JAMB(TYP.) • • ANCA8FS LAYOU;-•(PL;t8E) ANCHOR LAYOUT-(FLANGE) 0009 •6QFiUNITS UP T046-4 a*" FOR UNITS UP TO 37"x 63" U [D Q O • • • s ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) z • • •••0 •••• FOR UNITS UP TO 37'x 72" FOR UNITS UP TO 37"x 63" �*yi�>tuarep�' 01 0000 • 00:00• J�`,� P'�C..... • 0000 •• •0000• �JO;` y � ';✓tom: • • : Na 58201 :'A' • • ••• • •• C* * *� • 0000 0000 • • • NOTES: •0000• �.3>�: STATE OF: :rum 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. F .O R ... 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE y��irs+dNFA yR,p CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/18/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 05/05/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG x: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-161 C FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1.20 5 OF 6 BEDMENT SEE TA TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS WINDOW SYSTEMS 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE INTERIOR 1900 SW 44TH AVE. MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474 SEE TABLE 1 1/4"MAX.SHIM SEE TABLE 1 WWW CWS.CC SUBSTRATE BY OTHERS MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT QO� 8400 PVC BYRSTALR REALANT SEE TABLE 1 SEE TABLEI I ANCHOR �( CASEMENT INSIDE AND OUT rALLATMIN.EMBEDMENT SEE TABLE 1 IMPACT 00 _ SEALANT BEHIND r/�—_J FLANGE BY INSTALLER �0 1/4"MAX.SHIM D o o PERIMETER SEALANT °T `D W O PERIMETER SEALANT BY INSTALLER o N a BYNSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR w p p } SEALANT BEHIND SEE TABLE 1 Q Q m • •• FLANGE BY INSTALLER SEALANT BEHIND • • • FIN BY INSTALLERco U v • • ••• • • •• INTERIOR g HORIZONTAL SECTION • WWAId.ATION ANCHOR C HORIZONTAL SECTION o o 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE • SEE TABLE 1 • • • o 0 •••••• ^ HEAD AND SILL SIMILAR FOR FIN INSTALLATION N N Z � I I w w w • i••• • • • • ��JJ a a I- • • •• •• D NOTE:ADDITIONAL THRU-FRAME ANCHORS w w o (AS SHOWN IN DET.B/6)REQ'D AT THE HINGE U • •••• :•• ••• SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. a CL m w O7 LL • �9F�fJT BEHI •• • •• 1/4"MAX.SHIM U m G O • FLANGE BY IN • •• dyUnrrgrr • •••i �� 11l RFK, PERIMETER SEALANTMIN.EMBEDMENT .`p5: C E N '• • 98411'IIV!lTALLER•• • 4 SEE TABLE 1 V INSIDE AND OU? • .J l" No 58201 SUBSTRATE BYOTHERS 9�� STATE. OF. l � SEE TABLE 1 *000 MIN.EDGE DIST. QUO SEE TABLE 1 �� ''O P-"Z. SEALANT UNDER SCREW (c 0 R t'D >>� HEAD BY INSTALLERVERTICAL SECTION �i�S • �' 6 TYPICAL SILL ANCHORAGE ��gr�bNAy�,jrs`` p TABLE 1:APPROVED INSTALLATION FASTENERS p 4/18/26LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"INV TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1' 2" BY INSTALLER FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1 1" INSIDE AND OUT PH.941-380-1574 rD \ HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"17W TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR I W FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' 7/16 MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 C 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2XMIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-1/2' 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 6 �: �"•q`^ r ^^' esk e ,�,�. a sg 8��a��s �gtl � �� BCIS Home Log In ! User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines� i (#USER: Professibk� " UP Public I ) 1 Product Approval Menu>Product or Aoolication Search>Application List>Application Detail � u FL# FL16736-R1 Application Type Revision Code Version 2014 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 Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer N Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received •• ••• • • • • • •• Certificate of Independence ; • Fl-16T_36'RL C8I EvaIReD CWS-871B(HS-8200. 74x63. IMP).Ddf • •• • • • • ••• • Referenced Standard and Year(of Standagrt) ••• ••Standard • •• Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 • ••• •ASjM E1300-W • 2004 • ; ;ASTj E1886-( ; 2005 •. :• • •• A$T j E299j'09 2009 ••• • •••PA/YAS 20M62/2i93 1994 Equivalence of Product Standards *00 • • • • 000 • • Certified By • • • • • • • • • • • • •• •• • • • •• •• Sections from the Code 000 0 0 0 000 • • Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summa ry of Products FL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74"x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R1 II CWS-871B(HS-8200. 74x63, IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74"x 63", DP+/- 60 psf. Outer lite in I.G. FL16736 RS AE DuPont PVB NOA 13-0129 27.pdf must be safety glazed when used above 30 ft. in HVHZ. Glass FL16736 RI AE EvalRep CWS-871B(HS-8200, 74x63. IMP).Ddf complies to ASTM E1300-04. FL16736 RI AE Ouanex(Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111"x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R1 II CWS-869B(HS-8200 111x63. IMPDdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111"x 63", DP +/- 60 psf. Outer lite in I.G. FL16736 R1 AE DuPont PVB NOA 13-0129 27.pdf must be safety glazed when used above 30 ft. in HVHZ. Glass FL16736 R1 AE DuPont SGP NOA 11-0624 02.odf complies to ASTM E1300-04. FL16736 R1 AE EvalRep CWS-869B(HS-8200 111x63. IMPDdf FL16736 R1 AE Quanex(Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes Back Next 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 do not vent your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address Mich can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® -. ti sm ', •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• • • • • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �LHORIZONTAL SLIDER - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 75 1/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 74"MAX.UNIT WIDTH 3.CONFIGURATIONS:"OX","XO". HORZ.SLIDER 4.DESIGN PRESSURE RATING: IMPACT 33"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER i2 v INFILTRATION TEST PRESSURE AND GLASS TABLES ^ 4 w ASTM E-1300-04. 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 641/4" I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Y w MAX DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m FLANGE B I I B ANCHOR CALCULATIONS. U o HEIGHT 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT m ai S • • I REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT b o u • • • I I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT w Z • • •••63 s •• I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w o O o • •••• MAX. • • FLYING DEBRIS. a w a • • • • 0 0 w tr • •••• • • T • O X 59 9/16" 7MAX. .ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT < 0 U • • SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. a = w HEIGHT 8.SERIES/MODEL DESIGNATION HS-8200. • •••• • i •••• I m ¢ O :• •••• • • •••• 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: '58 13/16" yfyl�a�p�I • 0000 •s • G ASS ••• 1 B X=OPERABLE SASH,O=FIXED SASH `�p`y`6IOREW • • ••• • •••• O 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR VPy•4tC E N S • •••• I I 5 LOCATION. J: Cn • • • s••• I I D -v: No 58201 I • I 5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. • • •• �9; STATE OF W- CfJrlli A Lucas A.Turner'GLASS DLO 2015-04-11 MAX.SASH WIDTH 15:18-04:00 iZ 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: / I GENERAL NOTES ELEVATIIONSAND TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS...........1 ADE 10/10/13 SECTION VIEWS&GLAZING DETAILS....2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV. EXTRUSIONS&B.O.M...............................3 74"x 63" +/-60 PSF LARGE MISSILE IMPACT 1 e ANCHOR SCHEDULE&NOTESES................4 SCALE: SHEET INSTALLATION DETAILS...........................5 1:15 1 OF5 7 8 7 30 2 WINDOW SYSTEMS INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 11 17 18 21 1 3 6 WWW.CWS.CC 8200 PVC HORZ.SLIDER IMPACT O m � O N F O O 0 il4l 40 3 1 39 � w j: w ¢ m SECTION B-B o U 8 11 NOTE:FIXED LITE AT HEAD m • AND SILL IS SIMILAR. c ocl w z U • • •• 1 p 4 p • t••e • • a w • s • 19 p C, • •au. w • •• • ¢ z U 38 350 O ¢ W • 1 U W • ••••36 m Q O • • • Z • ••••LJ ••• ••4 HEAD IMPACT HOOK( )TYP. ��,%"M P A�R€W',�� ,......, T • • MIDSPAN OF SASH �41p^?:'`CENT • • •••w ••• •••• 7/8(ITEMS 35&36) y+`V �- � •,� • "OVERALL J Cf r • a • •••••• -- -- v. No 58201 • 1/8"ANNEALED or TEMPERED • • 7/16"AIRSPACE • • ••• • • INTERIOR I �1't STATE OF 4u 18• •a•• •••• ••• • I 5/16"LAM] ~%0.O•,•;per U•.�\ ,, • • 1/B"ANNEALED •••• SWEEP LOCK(TYP.) ONLY ENGAGED PRIOR .0.90 DUPONT PVB INTERLAYER 7 43 TO HURRICANE FORCE WINDS. 1/8"ANNEALED X� 4 I LOCATED AT THIRD POINTS 4/11/2015 19 (ITEM 27) I 43 PURFECT GLAZE-H' 32 WFx 552 LUCAS A.TURNER,P.E. 13 � n�I 39 JABARA AVE. 1 ll I 2 U FL PE#58201 x`00 34 UU 41 NORTH PORT,FL 3 288 g 5 PH.941-380-1574 �1I I 1g 5 I GLASS BITE SHEET DESCRIPTION: p p 3 SECTION VIEWS AND -- -- GLAZING DETAIL 4DRAWN BY: DATE: SECTION A-A HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS ADE 10/10/13 1.20 DWG REV.: SECTION C-C GLASS TYPE A CWS-871 B ALTERNATE FIN FRAME 1;1 SCALE: SHEET 1.2 2 OF 5 PARTS LIST 3 1/8" CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8•--.1 ®m ffi 1 H-1497 Reinf.Sash Meet.Rail Keymark Alum1 1/2" WINDOW SYSTEMS 2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum a 5 3 1900 SW 44TH AVE. 3 H-1836 Meet.Rail,Fxd. Keymark Alum WWW. FLORIDA 34474 1/16" WWW. FLORIDA 4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16" 39/16" 21/8" 1/16" 5 H 6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1/1s O CORNER WELD 6 H-6050 Sash Meet.Rail,PVC Mikron PVC LO (ALL SIDES) 8200 PVC 7 H-6051 Sash Side Rail,PVC Mikron PVC 1.8 HORZ.SLIDER 8 1 H-6049 Main Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGE 6049 FIXED RAIL-1836 IMPACT 9 1 P-3029 IScreen Pull Tab Summit PVC FRAME FIN-6048 15 10 P-3033 Screen Spring,SS Hurley 1 15/16•�'"� 1 3/16' 6 u2 11 P-3113 Screw Support,PVC Team Plastic Rubber I--23!16" 9/16" o N r- n v ui 12 P-3218 Screen Frame Allmetal RollForm 6 7 4 40 0 0 0 13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 5/8' 1 5/8" 1 5I/8" Q 1W s" y W 14 P-4754 Screen Frame Corner Key Allmetal Nylon 1/16" I q 1/16, L 1/16, 1/16" FIXED MEETING RAIL W Q m 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone L SCREWED TOGETHER WITH o OUTERFRAME v 16 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. Frank Lowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 m 17 P-3429 S p., .270 x.187 back FinSeal,Gr Ultrafab Ei ftj1 P-35399 x S/4"Square4EK Zanc Fastenal Steel5/8" O p • 19 P-4730 #8 x 1/0"Truss PH•TEK 2 Anc Fastenal Steel b 3/16" , r 2 a w� F •a owe P-3752 ap Iyg,1/2"H%le • M&M Nlylontl" � 1 t5 t6" P-3783 or • ••. • O V16" L o Q .L •21 P-5250 Spring Lock,Impac[♦♦,1W• Interlock SASH MTG.FLAIL-1497 SASH REINF.-1699 U • P-4774 TFJpIIer,Tandem •• •• M&M Nylon 6^ t 5/16" • • P-40510 #8tt/4 Ph FWER,•JFlR. Fastenal Steel JF: 35 3/4" 7/16" 1 1 a" 00 ¢ Oz •L•I• P-4069 r,Impact,P"•• Interlock 7/8" 1/16" 3/16"� 34 �P,Np4DREW '11, • 25 P-4479 Weep ver w/MR••• M&M Nylon .`�, P' GEN" 76.!"" P-4638 x 2 1/2 Ph T Ajax Steel PLAN VIEW-1999 ti J HEAD IMPACT HOOK-1999 1/16" VPS•�\ S fi•."'�,�� • P 4958 Rotary Lock • Sullivan Znc S.B.R./S.S.R.-1498 ROLLER TRACK-1776 No 58201 %A 28 P-495,b beeper,Rotary Lock Sullivan Zinc 0 3/16" 29 P-4959 Ws p.,0.420 x. 7 hack FrnSeal,Gr Ultrafab O v4" �7/8"-{ at o:• STATE OF • P-463 ENA astener • • Fastenal Steel T— 31 'r t'S o O P Z _ 7/a" 9/t 6, cif-6''-L R 14.•° 31 S-1112 Re1hribrcement,Head Keymark Alum s' —j 5/8"�— j_ L �� S 32 5-1498 Reinf.S.B.R./S.S.R, Keymark Alum 1— 36 1/16" �i��4bNA1 ,*,� Y yg^ � PVC GLAZEBEAD-6064 GLAZE BEAD-1112 34 S-1776 Roller Track Keymark Alum 1 t/ts y;?— 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 36 S-2000 Panel Catch,Head,Impact Keymark Alum t/z" t 1 8"-{ 3/8'&Z�f 4/11/2015 37 S-6005 Anti Lift Mikron PVC 3/16" 38 LUCAS A.TURNER,P.E. L_ 3" f--F—V2' 1/t6, FL PE#58201 38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVCr tt PVC ANTI-LIFT-6005 1239 JABARA AVE. 39 S-6014 Scm.Adapt.,PVC Mikron PVC i SCREW SUPPORT-3113 PVC SCREEN CATCH-6013 NORTH PORT,FL 34288 PH.941-380-1574 40 5-6063 Fixed Rail Cover Mikron PVC. SHEET DESCRIPTION: 41 S-6064 Glazing Bead Mikron PVC 5/16"1 42 1 GLASS ISEE SHEET 2 CARDINAL GLASS 39 BOM AND EXTRUSIONS 43 1 JPurfecl Glaze"H",SlkaFlex 552 Henkel/Sikal Silicone 1/16" PVC SCREEN SUPPORT-6014 DRAWN BY: DATE: ADE 10/10/13 DWG#: REV.: CWS-871 B LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 33 1:2 30F5 WINDOW SYSTEMS 12 1/2"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6'MAX. (TYP.) 3"(TVP.) SEE NOTE 2 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474 6'MAX.(TYP.) �3.(TYP') 4"MAX.(TYP.) s EENOTE2 WWW.CWS.CC - -- - -- -- -- - INSTALLATION 8200 PVC ANCHOR(TYP.) I HORZ.SLIDER INSTALLATION R. ANCHOR(TYP.) IMPACT I I I MAX.O.C. (TYP.) u7 '7 17" I O N 1- di MAX.O.C. 0 0 (TYP.) 0 1 O X I I O X I Y w .- Lu a m I U • I m • .00. •• D c• I ^ I I I I � O � ' • • ••• • •I •• (�I I I I IL 0 O D • •••• • \V,_I • • • • a w d U • • • I o a • •••• •• •• •• ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) u o • • • • m ¢ O • • ••• •••••• Z •••• •••• •••• pp]C1REyr Th�� • • •••• •••• 4'.0 t • • • •••••• ti :' Na 58201 :1a� • • •NOifiS: 0000 ••• • y��a STATE OF 4u 1.INSTALL ONEAIO MR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �i�sqO.. 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE '►r► OA CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 4/11/2015 LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288PH.941-380-1574 II SPECIFIED IN TABLE 1,SHEET 5. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AN[ INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF I BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:ADE 10/10/13 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 4 OF 5 TYPICAL HEAD ANCHORAGE SEE TABLEDMENT SUBSTRATE �CYll�faLlYW/U[1 U'(j BY OTHERS WINDOW SYSTEMS MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 SEE TABLE 1 BY OTHERS 1/4"MAX.SHIM SEE TABLE 1AW CWSAC FLORIDA 34474 SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8200 PVC BYINSTALLER INSIDE AND OUT SEE TABLE 1 ANCHOR HORZ.SLIDER SEALANT BEHIND wz SEE TABLED AB ED1 IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM n v OPERIMETER SEALANT o N F- < PERI' SEALANT BY NSTALLER o o BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR w SEALANT BEHIND SEE TABLE 1 w Q m INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND p SEE TABLE 1 FIN BY INSTALLER U HORIZONTAL SECTION HORIZONTAL SECTION C N • •• 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE a o 0 • • • • • ••• • • HEAD AND SILL SIMILAR FOR FIN INSTALLATION N w Z � •••••• • • w w g 0 •••••• w w • •••• • • • r (� U • • • • a z • � • • •• • 114"MAX.SHIM a = w SJ& w •• AGE BBENS�ZL;R O • m Q O z •0•FWWIYETER SEAL&, •• MIN.EMBEDMENT ,`ttt at�RE4V+++/i t�tuti�rt+ BY INSTALLER• • SEE TABLE i ,,y P�� N • INSIDE AND OUT•••• • • •••• • • • • V. No 55201 • &W69WRATE BY"HERS •• • t*C SEE TABLE 1 • • MIN.EDGE DIST. .m • • ••• • •• SEE TABLE 1 �• .'Ss STATE • •••• *0000 / A VERTICAL SECTION �0�. R OF F •00041, 5 TYPICAL SILL ANCHORAGE ��++Crs•.{O R 1 L`..•°Cj� ` zz I TABLE 1:APPROVED INSTALLATION FASTENERS O 4/11/2015 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1• 1. INSIDE AND OUT / PH.941-380-1574 / DHORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM G90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION 3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/a" 7/8 INSTALLATION DETAILS FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 ADE 10/10/13 -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG N: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 7/16" CWS-871 B 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1.2 5OF5 c dao 9 R BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ).Y BCIS Site Map Links Search Busiines , Prof ess&hl a I Product Approval �} USER:Public User . ;. di . l Product Approval Menu>Product or Application Search>Application List>Application Detail i FL# FL16708-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived • Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 8 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/01/2018 Validated By Locke Bowden • Validation Checklist - Hardcopy Received Certificate of Independence FL16708 R4 COI COI JW SS 2015-04-27.odf Referenced Standard and Year(of Stang") ••� � � S�and'�rd' ••• Year •• •� ••: 2AE:2(r.i • 1994 ••• ••� ••: Til 272 • ••• 1994 TAS 203 1994 Equivalence of Product Standards ••• •:• : .0. ; .• Certified By ••• •• •• •• • • • • • • • • • • ••• • ••• • ••• • Sections from the Code ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Product Approval Method "' ' • •MeMCd 1 Optiorl•D Date Submitted 04/15/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16708.1 Design Pro/Smooth Pro Fiberglass Single (X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010871A.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3480.Rdf Created by Independent Third Party: Yes 16708.2 Design Pro/Smooth Pro Fiberglass Single (X) Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010872A.od Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3481.pdf Created by Independent Third Party: Yes 16708.3 Design Pro/Smooth Pro Fiberglass Double (XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010873A.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3482.Ddf Created by Independent Third Party: Yes 16708.4 Design Pro/Smooth Pro Fiberglass Double (XX) Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010874A.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3483.pdf Created by Independent Third Party: Yes 16708.5 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O) Impact Opaque Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010875A.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3484.Ddf Created by Independent Third Party: Yes 16708.6 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O) Inpact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use •• 000 • • • • Installation Instructions Approved for use in HVHZ:Yes ; : •.: F?16708 R4 II A010876A.Dddf Approved for use outside HVHZ:Yes* •• • • • • •• Verified By: Hem-es F. Norero, P.E. 73778 Impact Resistant:Yes • • • Cie�ated by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3485.pdf Created by Independent Third Party: Yes 16708.7 Design Ffrp4 SnJoth Dro�i6er4la4 P8ubt-jith sidelite(s) (XX,O/O,XX/O,XX,O) Impact Opaque Door • •• • • • 12-o 6*8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010877A.pdf Approved for use outside HVHZ:Yep•• . . • • •.• Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes • • • • • • Crelted by Independent Third Party: Yes Design Pressure: N/A . : • : :�: : Evalyation Reports Other: 0 0* 0• •0 • • GE TT R4 AE PER34 f Crea ed by Independent Third Party: Yes 16708.8 Design Pro/ Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Glazed Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010878A.Ddf Approved for use outside HVHZ:Yes Verified By: Hennes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3487.pdf Created by Independent Third Party: Yes k3ack Next 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 do not went 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 Wth an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: K.Im,k x •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • • • •• • • • • • • • • • ••• • ••• • ••• • ••• • • • • 000 • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • 0 AN, PREPARED BY: JELD-WEN BUILDING DROPS,INC. WINDOWS & DOORS 398 E.DaHla BEACH BLVD ME.338 37 1/2"MAX. DawA BEACH.FE 33— RH:195a1399.80Te O.A.WIDTH A%:199°1)°a.g38 I DESIGN PRO/SMOOTH PRO FULL LITE 371/2"MAX. s e IMPACT APPROVED O.A.WIDTH LU o s t � z w FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 5 ° 3 0 0 010— <z o W -' x Vi m�aLL GENERAL NOTES: - - = G °�;°S2 w m g •�N 2 5 Q C U Vr 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA = 5 G O ¢ 5 e ACTIVE ; Q BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: a Z Z� • TAS 201-94 ED°°¢ s e 0 z Z Ems+- 5 Z Q- ACTIVE Q T' • TAS 202-94 z Z" 5 • ACTIVE 3 3_Q ® _ � w • TAS 203-94ED } • •2. ADE�1&¢O,fHE EXISTIf�G ST gURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 0 < / / { {{{• RESISTING SYSTEM CAPABLE T40STANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE w W • • FOUNDATION IS•THE RESPOVIBILITY4PF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTAIIMiHfJ•0006 • O. • 3. THE INSTALLATION DETAILSZEARIBEDI EREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR ~ A SPECIFIL SITE. IF SITE 0111I CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 3 a s s 7 e s 3 a s s T e 9 REMARKS BY DATE { •••• HERE449A LICENSED ENGINEEJ JR I,i4iITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS 4 a a a a a a a a a a 4 < ° dd ADA sill,MP Lock,Radius Lt. GL G/za/ta DOCt*AE%T. • • j TYP.ELEVATION 1 TYP.ELEVATION 2 •{•• • ••• •••••• I 8'3'DOOR HEIGHT e'L'DOOR NENiNT • • 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 1 •••• RESISTAN"• •••• • • • • •••:5. GLASS IQ AA?HE REQUIREMM510PASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. M-11TIERC111110ED W1111 ART 01 OT 6. FULL LITE APPROVAL COVERS IjSE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN MARK—TO OAN ..D • •••• GLAS•,9ECORATIVE,AND E•TiR ML&NOUGHT IRON AND RADIUS(SHAPED)LITES. • • rvvuD`111R1c1111"rv. • 7. NOTLR AF"W497 SILL4MIEETV NATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. \\1\ REMAINING SILLS NOT RATLU FOR WAVER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT SSS SEA#;- OR F' O • •••• PROQUCIE•f THIS REQUIIItMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY `��Q-• • •��i OVE ON41i{SI� THAT OVERHANG(OH)RATIO=OH LENGTH a OH HEIGHT 15>1.0 �. ,• \ �•O NOTE: N 7�;_ DOORS SHOWN ABOVE MAV BE LEFT * , OR RIGHT HAND OPERATING DOORS. — o . T/�T AOS: �dR(p TABLE OF CONTENTS FEE R 411;P19°IRIha\ vB igitally signed by Hermes F.Norero,P.E. SHEET REVISION SHEET DESCRIPTION eason:I am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2014.07.0609:56:39-04'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DATE: 02.05.14 DESIGN PRESSURE(PSF) 3 - OPTIONAL 2X BUCK ANCHORING DETAILS NOMINAL SIZE MISSILE DWG. Y: CHK. Y: CONFIGURATION INSWING OUTSWING IMPACT GL JM SSAMSS 4 A VERTICAL ASSEMBLIES WIDTH HEIGHT RATING 5 A HORIZONTAL ASSEMBLIES �. POS. NEG. POS. NEG. SCALE: NTS 6 A GLAZING DETAILS -i"—•/I-3 X 3'-0" 6'-8" 65 65 65 65 UMI&SMI DWG.a:AO10872A 7 A WOOD SUBSTRATES X RADIUS T-0" 6'-8" 65 6S 65 65 UMI&SMI SHEET: OF 9 8 A CONCRETE SUBSTRATES X T-0" 8'-0" 50 50 SO 50 UMI&SMI A 9 A COMPONENTS&BILL OF MATERIALS 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1 INSTALLATION NOTES: PREPARED BY:Q , 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 398E.DANIA8EAEH6LVG.,5Tf.338 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. oANiA BEACH,FL 33004 37 1/2"MAX. PH:1950139904)8 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO O.A.WIDTH fAX:I9s41)a4.4)39 WED: "e7i 73ps.com STUCCO,FOAM,BRICK VENEER,AND SIDING. 3„TY 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL C2 C2 3"TYP. W •, OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR F- Ei m MANUFACTURER'S INSTALLATION INSTRUCTIONS. Ei o,u+ Z Fo^',+r S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR io io Z C) m JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE cc -1 Q LL•+v SHELL OF BLOCK. Z tiIx ♦— H,CL a LL 6. FOR 2XSTUD CONSTRUCTION,ANCHORING OF THESE PRODUC TS SHALL BE THE SAME AS FOR 2X BUCK i M a CONCRETE/MASONRY CONSTRUCTION. oo io O W U Q0zi m s 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE m p a J FOLLOWING PROPERTIES: O ¢� O O y z: A.WOOD-MINIMUM SPECIFIC GRAVITY OF O.SS. z i7 LL u 9 Z 0 B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 3 z z = C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH if 3 O w ® w W Z ' 205&FIeND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 O Q ?a • ^ • •••a D.HOLLOW BLOCK CMU-IINIT.STR VTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH / U • • OF 2000 PSIt ! • D_ �5 0.0000 • •••• 8. SEE SPIEET5 7 ARD 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR Z r • LOCATIO,S,EDGE DISTANs 1 fPMBEDt ENTS,AND SHIM SPACING. _ REMARKS BY DATE • •••! 9. OPT"ALLY,ANCHORS CAN46PLAJW IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM dd ADA sill,MP Lock,Radius Lt. GL /23/1- EMVDI4ENTAND EDGE DfTANC4j ARE ACHIEVED. A2 A2 • 06* • 000 000.0• P.ANCHOR LAYOUT • • 2 • • • ANCHORTABLE • • •• • 6'8"DOORS 8'0"DOORS ALTI• • • 0000•• • EO AN. • •• *ANCHOR 1:0k ANCHOR ! MIN. MIN.EDGE cs oNvn�s000 urNn%,E::i�NogroEX w".iT • SIZE EMBEDMENT DISTANCE MAX.O.C. MAX.O.C. • • •• t •• SPACING AT SPACING AT • • • JAMBS JAMBSSSS ES F- O • •• • •• • • • NOTE: '% 'q_' 2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X) ONLY. !(� \C+• ••� WOOD SCREW• •.10 1-1/2" 3/4" 17-1/2" 17-1/4" I• - OR FRAMING 4 7§ ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" 1-3/8"-CONC. ( ' ELCO ULTRACON 1/4" CONCRETE/CMU 1" 17-1/2" 17-1/4" i��,K�•/ P• �� 1-1/4"-CMUz \ �j BMaF. LAa G.\ \\ ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" ' CE s's'°�o��i 5)a` B2 2'#9 X 2 1/2-PFH SCREWS �I DETAIL D2 25 26 DATE: 02.05.14 2-69 X 2 1/2"PFH TYP.HOPPE PFH SCREWS MULTI-POINT SHOOT BOLT DWG. Y: CHK. Y: PLATE LOCATION GL TJM SS MSS DETAIL B2 (RH PLATE SHOWND2 SCALE: NTS Hopp MULTI-POINT SHOOT BOLT 1-BOTTOM SHOOT A0108 DWG. BOLT PLATE DWG.N: PLATE LOCATION HOPPE#2098911 SHEET: OF9 SILL SECTION VIEW HEAD SECTION VIEW 2 IMSWDWSROWN DGRWIHGSIMIIAP 2 IMBWING SM(MIN OIRBWIeW SIMILM SFF DETAIL 83 FFF DFTML D3 PREPARED BY: BUILDING DROPS,INC. "Is E.OANIA BEACH BLVD., E 338 DANIA BEACH,FL— PH.1954)3BB-78 Ax:(I.144.—B 4 1/2"TYP. 4 1/2"TYP. wee. .e"�Ia�"Ba.oP•."� 1 1/2"OFFSET F. zjti aP i Z) m o m o� dJ 3 Dr Y J wLL�W I g =° Uco Lu Q 3=== m o� xo Tga U N C)a Q Z CL z °C z a U . • •• 0 0 Q • • ••• • • 00 • 0000 • • • x • • • • • h ••••s• • 0000 • • • • • •••••• REMARKS BY DATE tl4 ADA sill,MP Lock,Radius Lf. GL /23/1 •B,• • 000 •••••• TYP.ANCHOR LAYOUT • • 3 BUCK IN—REM—NAY 0000 0000 TIONAI 3K • • • • • • 0000 i••♦ ••0 00• WUHODT M_COHSf� • Kig�TRAND •• ••• •• •s•••• • • • 1 1/4"MIN.EMBED NP. Ixvl`1111 l l IeJy Jtt a. F. *00 ••••,A^ SEE TABLE 2X BUCK ANCHOR TABLE `��`��Q (y • 0 Ij % w a p ,.00'. 6'8"DOORS 8'0"DOORS z z ANCHOR MIN. MIN.EDGE MIN.CENTER — ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TOCENTER N = SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. �O "•/!yL pP• 'CCl/ w o SPACING AT SPACING AT ,t\ JAMBS JAMBS 1i F •AN+ct.tive� GN% 2X WOOD BUCK 2X WOOD BUCK INSTALL. � , ANCHOR PER BUCK ANCHOR TABLE RW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" EePf PEC A �3 2�911a ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 4" 25" 30-1/4" 3 2X WOOD BUCK INSTALL. �g12X WOOD BUCK INSTALL. 1-1/4"-CMD 3 CROS99fRION SIDF VIEW DATE: 02.05.14 NOTES: DWG. Y: I CHK. Y: GL JM I SS MSS 1. 2X BUCK 15 NOT FOR INSTALLATION AT SILL. ^ITC SCALE: tv I J 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.#:A010872 A A SHEET: OF 9 3 PREPARED BY: L BUILDING DROPS,INC. 398 E.DANIA BEACH BLVD.,STE,338 DANIABEACN,1.33004 FAK.'19541)444738 WEB:www.buildingdro0z.mm 11 J INTERIOR EXTERIOR EXTERIOR INTERIOR o n J m 4INTERIOR EXTERIOR 00 T CCO W E a 22. m gam= �^ moa m�dLL O� Lu my N 1 OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL o a a J 4 OUTSWING SHOWN INSWING SIMILAR 4 INSWING 4 OUTSWING z V 44c • •• ENDURA ZAIL456SF AFCO 1-2297 pf 44` WO Lu • • • > • 0000 see • 090 0000•• 11 • • • • • 0000•• REMARKS BY DATE •1:606 •0• •0 •• • EXTERIOR INTERIOR 7 dd ADA sill,MP Lock,Radius LL GL 6/23/14 • • • EAI�ft EXTERIOR -/ INTERIOR EXTERIOR • ••• ••0• /. - /of • 10 6 • • • • • • 0000 • �o �_ o • sees• wNSEN:�THIS `Ex `e��Eo�"iNGow`S INC DNS,AUE_• KI UMF TARE NOT PHIMTTEDAND • •••• •• 5 e+OPMABLE ADA SILL 6 OPERABLE SILL NDBTorAUTAT DDBCB„EIDADON. • ••. 7 OPERABLE SILL 8,,,,, • • INSWING/OUTSWING 4 INSWING 4 OUTSWING ,`ES • •••• •••• • •ENDURA HCIS000 AFCO A-276/P-2000 OPTIONAL AFCO H-497 Tx Q F •BAsssEl�e'•G��``� 11 'BP�E�1 DAN g PY pE� INTERIOR EXTERIOR 8 INTERIOR EXTERIOR / DATE: 02.05.14 o DWG. Y: CHK.BY: TTT GL�TJM I SS MSS OPERABLE SILLg OPERABLE SILL SCALE: NTS DWG.u:AO10872A 4 OUTSWING 1,4 OUTSWING SHEET: OF9 OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F 4 PREPARED BY: HINGE SCHEDULE HINGE DETAIL AT IAMB: Q PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP DOOR HEIGHT QUANTITY BUILDING DROPS,INC. V-8" 3398 E.DA-BEACH BLVD.,STE.338 \-\ DANIA BEACH,EL 33001 4 PH:198413998478 A%:19541744.4739 WCO .www.Duiking4rops.com ]INTERIOR w o r n �� 11cc Do /� 11 INTERIOR \\ / / cc \ ~a W o y n Lu M a -� 1-#9 X 2-1/2"PHILLIPS O N W m Y \ FLATHEAD WOOD SCREW U Q \ \L J Z y \ \ 3-#9 X 3/4"PHILLIPS d Z N � FLATHEAD WOOD SCREWS Z o 5 EXTERIOR DGERI01T` N Ur W !Z • •• 4-#9 PHILLIPS FLATHEAD WOOD SCREWS O • • • • • 17USE 3/4"LENGTH FOR 6' DOORS O ac •• ••• ••• • USE 1"LENGTH FOR 8'-0""DOORS = 0 00 •.... 1 •.••LACK JAMB 3 HINGE JAMB • 5 SUTSWING•SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR r • • ••• •• ••••• ••• • REMARKS BY DATE •• •• • • 000'.0. dd ADA sill,VIP Lock,Radius Lt. GL /23/14 •• •• 00000. • • • • •••• 9-#9X13/4"PFH 3-#8X2"PFH 13-#8X13/8"PFH(6'-8"UNITS) •••• • •••• • 15-#8X138"PFH 8'-0"UNITS • • 6-#9 X 2 1/2"PFF• W/HARDWARE / ( ) ••• W/STRIKE HARDWARE COMES W/HARDWARE _ vnowxEo (6'-8"&8'-0"UNITS) HL11--T 11 IHE� " W/STRIKE HARDWARE 1-M P L STRIKE PLATE DNSEN7 o'wiini zz • •• • •• 4-MPL STRIKE":•• 4-#8 X 13/8"PFH gw a">'»�s wcup 'Dx.nx.aT1M. IDA- 0• • • •• 21 1-REINFORCEMENT PLATE t 7H • • HOPPE#2512296 /1111111 •• o `111 112j'' •••• • 000 ro•• EXTERIOR EXTERIOR o `N0ES F,k O 0000 INT ERIOR o INTERIOR o '�OT`t`••' Yo..e P•G 2(/�`� � Wayq TaNE �q4 �sA0.Jp�Ii 11 11 AMry. 4 7. ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK DATE: 02.05.14 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. Y: CHK. Y: GL JM I SS MSS SCALE: NTS DWG.#:A010872A SHEET: OF9 5 PREPARED BY: BUILDING DROPS,INC. 398 E.-A BEACH BLVD,STE.338 MA BEACH,FL 33001 PHS(954)3S9 73 A%:19541744.4738 WES .www.e"�IamaaFPP:.Fom J p� IoM LL Q cc CL W N W a W C1 W x <N 1"MAX. 1"MAX. .. 1/2"AIRSPACE 1/2"AIRSPACE 1"MAX' 1/2"AIRSPACE C ~ 1"MAX. 1/2^AIRSPACE O n xa LL INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR U m 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS p N 0.090"SOLUTIA PVB INTERLAYER 0.090"SOLUTIA PVB INTERLAYER 0.090"SOLUTIA PVR INTERLAYER Z m z m z m 0.090"SGP INTERLAYER CL p Z. v. 1/8"TEMPERED GLASS f N 1/8"TEMPERED GLASS f N 1/8"TEMPERED GLASS z m BY DUPONT 0 wj 1/8"TEMPERED GLASS • DOW 1199 SILICONE a • • • DOW 995 SILICONEm S DOW 995 SILICONE WO • ••• Dj1W 995 SILICONE DOW 995 SILICONE • • r • 4 22• 22 23 24 • ,•n, DRSEAL• REDI-SEAL ••• •• •• DOW 119 IfAmlo DOW 995 SILICONE REMARKS BY DATE ••• •• X1'5.6+,8" GLAIN GOETAIL X8'4- GLAZING DETAIL3Q FLUSH GLAZE DETAIL �� GLAZING DETAIL Ndd ADA 5111,MP Lock,Radius Lt. GL 6/23/14 ••4 •• •201/2"MIeL.fMWLYIDTH 6 201/2"MAX.D.L.O.WIDTH "MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS AX • •••••62 1/2"M •D•L:: HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-65 PSF ONLY • •••• • •••• • •••••• • •• • B.�N o11 •• • ••• • N `11111111711// •• • ••••• •••••• g F. 017j�i� i * f4 7$1 I T T O P.yppEBJ \\� Err1al B NOTE: FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS DATE: 02.05.1" BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON DWG. Y: CHK. Y: AND RADIUS ARE APPROVED IN ALL GLAZING DETAILS SHOWN WG.AY: HUY: mss SCALE: NTS DWG.u:A010872A SHEET: OF 9 6 PREPARED BY: � 2X WOOD BUCK ft� F BUILDING DROPS,INC. 399 E.DARIA BEACH BLVD.,STE.333 MIN. H N DAMHA BEACH,FL 33001 EDGE DIST. "' WOOD ANCHOR 9:I9541399847e W W 95<I]60.<139 SEE TABLE SHEET 2 o a SEE TABLE ON SHEET 2 .hwnmaa.oP..om SILICONE ow N o ww 2X WOOD BUCK J a, i s c> O m o m f w aLLJ O m 11,21" �a Q 5ai m SHIM 2X WOOD BUCK Q Q w o f WOODANCHOR U N m x SEE TABLE ON SHEET 2 MIN.EMBED. Co SEE TABLE SHEET 2 y Z) 1 HEAD (TYPICAL) 2 JAMB (TYPICAL) OPERABLE SILL a Z 0 w, OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED • • ENDURA ZAIL4565F ' • i--�s • • •• SILICONE • • • • SILICONE SILICONE f2 ••• •• • REMARKS BY DATE •• •• •• • • • •• 2X WOOD BUCK 2X WOOD BUCK %dd ADA sill,MP Lxk,Radius Lt. GL 6/23/14 •••• 2X WOOD BUCK • • •••• • •••• ' 4 ••:OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL °"RAQ.°�µ`eH"""" . M TO DOCUMENTAREECA NOTPERMIT OM •• • •••• OUT 1 G-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 11111111111" •••• • •••• ��// •••• AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 ��os-5 F p/1,�� •••••• • • =�Z�e NMC i7 j�po •, �Ti�T 1 per �. SILICONE SILICONE SILICONE 'rye U¢ Lr�ma \,``� BRECEjkrTrf 7W(IT 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 OPERABLE SILL 9 OPERABLE SILL rd1 OPERABLE ADA SILL DWG.DY: SS/MSS 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURA ZOBL4565F ENDURA HCIS000 DWG.»:A010872A SHEET: OF 9 p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW J SECTION OF HEAD OR IAMB AS LONG AS MINIMUM / EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 1001 PREPARED BY MIN. 1X WOOD BUCK BUILDING DROPS,INC. EDGE DIST. W (OPTIONAL) SILICONE 390 E.DANK BEACH BEVD.,AE.330 SEE TABLE SHEET 2 N w DAv�a BEACH,EL 33004 x _ 195a1399-ease 2 F.19541744.4738 m /�� CONCRETE ANCHOR .mow.o�amso,oP..=om SEE TABLE ON SHEET 2 W CONCRETE/ MASONRY Q BY OTHERS CONCRETE/ O O m BY OTHERS W O N a J m X WOOD BUCK p�. R,O F w LL a Aw (OPTIONAL) 025"MAX. O m SHIM U- • Q 'n SEE TABLE ON SHEET 2 MIN.EMBED. CONCRETE/MASONRY BY OTHERS cc Lu SEE TABLE SHEET d w HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL W` W z : ♦ •♦ 8 L OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMIAR 8 INSWING-NO ANCHOR REQUIREDQ O • • i ♦ • END URA ZAIL4565F u :• ••• •. • ♦ ♦ I-�7s • •• • ♦ F� *:Joe* •♦•i♦i • � SILICONE �++ • i • 0 • ♦ SILICONE SILICONE ••♦ •♦ •♦♦•♦ REMARKS BY DATE be dd ADA 5111,MP Lock,Radius LG GL 6/23/1 ••• •i ♦ ♦ii• •♦♦• ♦d d- d -d d- d 'd d d ••♦♦ - CONCRETE/ CONCRETE/ - - CONCRETE/ :00, *goo• 0: ♦i i♦ MASONRY MASONRY MASONRY • •♦♦♦ BY OTHERS BY OTHERS BY OTHERS uum Be BEPBDDVCOR PART ♦ _'WN TTER_ERT o RD- 0♦♦ i *000,• Ba ,R opoc�uMi'n—LIGHTINGCOAno • OR OTHER •• .y��♦ ♦ / 't l'• OPERABLE SILL OPERABLE SILL r OPERABLE SILL R��,,,��,,,�� ♦•♦• • $• OUTSWING-NO ANCHOR REQUIRED 8 INSWING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR REQUIRED ••••• • • AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 `��,•• �i 00 cj SILICONE SILICONE SILICONE **IV, _Ercq,uERE q £4tMif`EL 4 .d _ d d a �q%YY PygA1d1s57B o _ - a_ CONCRETE/ - - - CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY A BY OTHERS BY OTHERS BY OTHERS DATE: 02.05.14 g OPERABLE SILL 9 OPERABLE SILL OPERABLE SILL DWG. Y: CHK. Y: OUTSWING-NOANCHORREQUIRED 8 OUTSWING-NOANCHORREQUIRED 8 UTSWING/INSWING-NO ANCHOR REQUIRED GL JM $S/MSS AFCO A-117 ENDURA ZOBL4565F ENDURA HCIS000 ADA SCALE: NTS DWG.u:A010872A p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF9 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM ('� EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. `8 BILL OF MATERIALS PREPARED BY: 20 ROCKWELL MULT—POINT LOCK 21 HOPPE MULT—POINT LOCK ' ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 FINGER-JOINTED PINE SOLID PINE O BUILDING DROPS,INC. 1 FRAME HEAD/JAMBS ® 3s 0 NIA BEACH,ACH¢ao30a0° LAMINATED VENEER LUMBER rAx:"'114.4731 COMPOSITE 2 (NOT USED) - J 3 (NOT USED) - IIII��I ILII �1'III I� 4 ENDURA ZAIL456SF THRESHOLD - O ze p H p o N 5 AFCO 1-2297 THRESHOLD CL C) W LL 6 AFCO A-276/P-2000 THRESHOLD - ti a LL S a O LL 7 AFCO H-497 THRESHOLD - O lo .... ®® 8 AFCO A-117 THRESHOLD - � Q CO O� 9 ENDURA ZOBL4565F THRESHOLD - O HANDLE Z 10 ENDURA HC15000 ADA THRESHOLD _ m"o O = — HEIGHT + Q K mo 0 2URETHANE FOAM& O - ® O l0N11WEATHERSTRIP u, ) W ZPOLYETHYLENE e pT 11 ° O Flo w •• • 12 LA ••• • N-Cgbe IMESSION SHIM(0.25"MAX.THK.) COMPOSITE HANDLE n O �•-1: • • 13 • • • (NOTUSED) - HEIGHT • ••4 • 14 • • • • (NOT USED) _ C=)—O + F O o r U • is • #30 W004A16i4iL4TpN SCREW W/11/2"MIN.EMBEDMENT STEEL e 0 0 • •• • 16 •• CONC./CIdLJ♦ANW@R(SEE ANCHOR TABLE SHEETS 2&3) STEEL O o REMARKS BY DATE dd ADAsill,MP Lock,Radius It GL /23/14 •• • 17 • ••• • WVE(SEE SCHEDULE SHEET 5) STEEL = 0:4• 18 0000 •••IWVIKSET LOCK SERIES 400 STEEL - otl • • 19 •••• •• KJJ T DEADBOLT SERIES 780 STEEL op ^' • •• • O • • • ROCKWEL&IVL1jTjrW*IT TONGUE LATCH#73228768 6-8 UNIT = °XOLFOR— DACPS,INC, 20 ROCKWELL MLYTI-POINT TONGUE LATCH#732287808-O UNIT STEEL Mrn`�rn�c.onooi�w- • • 0.63" ru aM--Meq t xmiunoxMm 21 • • HOPPE MULI-POINT HARDWARE HL59000 STEEL vs j1111111/' eo • • 22 • • •ODL LITE KIT(LMI) 6063-T6 ALUMINUM O ® ``�SS�AA�S F of"" 23 • • FLUSH GLAZING LEG FIBERGLASS �� Q-r- •�`�� 24 ODL LIPLITE KIT(RADIUS LITES) PC ABS _� 'r •�:0 ' 25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL 26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL '79" 1.65"♦~ T T o '51t �I� H[RntKf,piyp�AO OFRAME HEAD/JAMBS O ENDURA ZAIL4565F O AFCO J 2297 O AFCO A-276/P-2000 O HEAD SHOOT BOLT PLATE(LH) 11. 1 % 1 VARIES,SEE BOM AT LEFT 4 THRESHOLD S THRESHOLD 6 THRESHOLD 25 t..Er pyyl�exie 1_ T- L�- DATE: 02.05.14 4.563" 4.56" 5.62' 4.57" 1.75" DWG. V: CHK. Y: OAFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F O ENDURA HC15000 ADA O HEAD SHOOT BOLT PLATE(RH) GL JM SS MSS 7 8 9 THRESHOLD 10 THRESHOLD 26 SCALE: NTS DWG.#:AO10872A SHEET: OF9 I 4.58" 5.00" �® 4.62" �{ o e fff 1.75" 56" 9 �I 4. o x0 � n r a www w 3 .pax z+�t:,.. ..c SCIS Home ` Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busin. e, % Product ApprovalProfeUSER: Public User Re lvk11?on iel�l#13�hJll'I1U}gAl!ldfAl� Product Approval Menu>Product or Application Search>Application List>Application Detail 4s FL# FL16708-R4 ° Application Type Revision Code Version 2014 Application Status Approved Corrrrlents Archived Product Manufacturer ]ELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative )ELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 8 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/01/2018 Validated By Locke Bowden 0 Validation Checklist - Hardcopy Received Certificate of Independence FL16708 R4 COI COI]W SS 2015-04-27.odf Referenced Standard and Year(of Stan�Srt) •• S .0* Year •• •� ••• SAS2CI.i •• 1994 ••• ••� ••• 'rot 2:2 • ••• 1994 TAS 203 1994 Equivalence of Product Standards ••• •:• : ••• . ••• Certified By • • • • • • • • •• • • • • • • • • • ••• • ••• • ••• • Sections from the Code ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Product Approval Method ••• • • •Met'h58 1 bptiorf D s. Date Submitted 04/15/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16708.1 Design Pro/Smooth Pro Fiberglass Single (X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010871A.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3480.pdf Created by Independent Third Party: Yes 16708.2 Design Pro/Smooth Pro Fiberglass Single (X) Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010872A.odf Approved for use outside HVHZ:Yes Verified By: Henries F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3481.pdf Created by Independent Third Party: Yes 16708.3 Design Pro/Smooth Pro Fiberglass Double (XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010873A.Ddf Approved for use outside HVHZ:Yes Verified By: Hemies F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3482.pdf Created by Independent Third Party: Yes 16708.4 Design Pro/Smooth Pro Fiberglass Double (XX) Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010874A Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3483.Ddf Created by Independent Third Party: Yes 16708.5 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O) Impact Opaque Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010875A.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3484.pdf Created by Independent Third Party: Yes 16708.6 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O) Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use •• ••• • • • • Installation Instructions Approved for use in HVHZ:Yes : ; ••; ; ; ; &16708 R4 II A010876A.Ddf Approved for use outside HVHZ:Yes• •• • • • • •• Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes ••• ••: ••. ••• . Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3485.pdf • 000 • • CreatVd by Independent Third Party: Yes 16708.7 Design Prs 91 Smooth-Pro gibe;lass • C&I with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Opaque Door • •• • • • �J-0%(1 8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010877A.pdf Approved for use outside HVHZ:Y"• • • • • ••• • Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes ; ; ; ;.; ; Crelted by Independent Third Party: Yes Design Pressure: N/A • • • • • • • EValtiation Reports Other: .;. ;• % ••• •;• •FLIC708 R4 AE PER3486.Rdf Created by Independent Third Party: Yes 16708.8 Design Pro/Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Glazed Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010878A.od Approved for use outside HVHZ:Yes Verified By: Hennes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3487.Ddf Created by Independent Third Party: Yes Back Next 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 do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address Mich can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ROWD FOR <,Clnxt aM •• ••• •• • • • •• •• • • • • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PREPARED RYA JELBrWEN BUILDING DROPS,INC. WINDOWS & DOORS 98 E DANIA BEACH,FE 3— 338 PH:(954)399-8478 Ax:195417a4.473e .ww.wua�ea.ws.com DESIGN PRO/SMOOTH PRO 371/2"MAX. IMPACT APPROVED O.A.WIDTH j $ FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/2"MAX. s 4 a o �z a O.A.WIDTH w w —t "'LL•"e s 4 p O Q gx=— s a O� V w GENERAL NOTES: ® Q 0 W O9 Y l7I- 1. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 3 CE Q Q p BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: \ = s z 2 d > Z • TAS 201-94 _ _ Do'D O -Q • TAS 202-94 ti Z - = 1 ¢ W L U V W^ TAS 2 3-94 3 O O J LI •• •• 13= 3 s O1 n� s 9 OJ Q . �'""' s ¢ 0m¢ a V s • *2. ADE(W"O`THE EXISTIV STRJO(WURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE L0 DO a a B O Z iD LL d Ln • •••• RESISTING SYSTEM CAPABW OL WIT41STANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE Z O W s O ACTIVE H?G s ACTIVE = w • • FOUNDATION IS•fHE RESPON6IBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 3¢ s Z '-0 s a �5 INST.dI0k-R�J•• H O s = O Z X¢ r++ d • •••• • • •••••••,,,�� ••••••,,,,,,,,,,,,''''''"""""" • O Z Q • 3. THE INST%LATION DETAILST) EREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CO DI ION*CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BY DATE hr • •••• HEREINAA LICENSED ENGINEE*OR A&WITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Add ADAsill,Multi-Point Lock GL /23/1 DOCI).4EW. • • ul •••• • ••• •••••• ' • • . APPROVJQ V:ACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT [E 3 4 5 6 ] 8 9 3 4 5 6 ] 8 9 RESIS=A • • • a a 4 a 4 a a a a a 4 4 a a • • •"• ••" TYP.ELEVATION 1 TYP.ELEVATION 2 • ••••5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH �11 r.E REVRoouceDm wHorE OR vuiT • • DOORS ARE QUALIFIED. •••••• I B•a•ooaHEIGHT a•-r Toox xEwxr xmEn coHSENTO xO oxovs,INc. • 111x0,OR OTHER TO THIS DoOIRRENT EI NOT PERMIMO AND • ••••6. NOTE*•AFCO H-497 SILL"W39 WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. CATIII • REMARNIM7 SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THATPROIxvA"11 CIA 11 j�'7 OVERH� HAT CNMPTHIS NERREEItAGN OPRRATIO=ODUCT SHALL OH LENGTHBE S OH HEIGHT IS 2WHEN L1 OED AT LOCATION PROTECTED BY `SS�S`�S F 07jZZi� •••• NOTE: �:�4��4/ ••.�'QO i DOORS SHOWN ABOVE MAY BE LEFT * `xN 7!y, OR RIGHT HAND OPERATING DOORS. -0 . T T : ' �0�;: ••inAra9.rORMo I E NO TABLE OF CONTENTS FxOFnIepOX��3 s�s7s SHEET REVISION SHEET DESCRIPTION igitally signed by Hennes F.Norero,P.E eason:I am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2014.07.0609:54:23-04'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 3 - OPTIONAL 2X BUCK ANCHORING DETAILS DWG. Y: CHK. Y: MAX.OVERALL DESIGN PRESSURE(PSF) GL JM SS MSS 4 A VERTICAL ASSEMBLIES NOMINALSIZE MISSILE 5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT SCALE: NTS WIDTH HEIGHT RATING 6 A WOOD SUBSTRATES -r� POS. NEG. POS. NEG. DWC7'#'AO1O871A 7 ACONCRETE SUBSTRATES �/ Iz X 3'-0" 6'-8" 65" 1 65 65" 65 LMI&SMI SHEET: OF8 8 A COMPONENTS&BILL OF MATERIALS X 3'-0" 8'-0" 50* 50 SO• s0 LMI&SMI "SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. PREPARED BY:' _ INSTALLATION NOTES: 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 398 E.DANIA BEACH BLVD.,8TE.338 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. SEACNjL33 1.((54)399-8478 FA%:1954)744.4738 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO 37 1/2"MAX. WEB:www.Duaameo.oP=«� STUCCO,FOAM,BRICK VENEER,AND SIDING. O.A.WIDTH 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL3"TYP. Lu o OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR Q C2 O J mo MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR I® CLO Z d IOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE W Q SHELL OF BLOCK. O p to 5 -' O C F m v 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK =) m g CONCRETE/MASONRY CONSTRUCTION. _ 0 �T W w ac" 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE = m m -Q g FOLLOWING PROPERTIES: n K Wo A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. w o B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. z i7. = s ? O u C. OUT-JI ED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 3?a z z z r" 20JO PSI JND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 3 O • • P"o • • •• pzx N N az • •••• D.HOLLOW BLOCK CMU-•NIT46TREhWTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH U 0-7)W= • • OF 2000 PSI.* • • •••••• ''''''iii•••......,,,,,, � O_ � • ••••8. SEE 54ETS 6 AND 7 FOR KtRE„pETAlt OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR � H • LOCATIOJIS,EDGE DISTAN S QVWPENTS,AND SHIM SPACING. a REMARKS BY DATE • ••••9. OPT•NIALLY,ANCHORS CAN @WLAGFW IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Add ADAsill,Muhi-Point Lock GL 6/23/1 EMB@DMENT AND EDGE DIBTANOF ARE ACHIEVED. •••• • ••• •••••t A2 A2 • i • ANCHOR TABLE 1 TYP•ANCHOR LAYOUT • • 0606 %V B B'-0"DOOM NFIGM • •i • EMODUCEDiN WNOLF • • • •••••• 6'8"DOORS 8'0"DOORSOF Sul Bm—ORTF-rin El Cw "Ta 'NS • FiADDlTl EIM KI—DANE • •••• •• ••f••• wsro rlDs oocDMENr AM ANCHOR MIN. MIN.EDGE ANCHOR TAPE• SUBSTRATE MAX.O.C. MAX.O.C. SjZE EMBEDMENT DISTANCE \\ \1111111111] '' :00* • • • •• SPACING AT SPACING AT \\ !/ • •••• •• • ••• • JAMBS JAMBS NOTE: �\ (rs F O • • OR FRAMING 2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. WOOD SCREW Jt10 1-1/2" 3/4" 17-I/2" 17-1/4" ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" Of v T T i •••••.�� P.'•�� ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. �O 1" 17-1/2' 17-1/4' 1-1/4"-CMU •g1MrrnoBed• G `� ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 30" 14-3/8" '' l� PC \ `B 1YR f!i t B2 2-#9 X 2 1/2"PFH SCREWS DATE: 02.05.14 DETAIL D2 22 23 DWG. Y: I CHK. Y: 2-#9 X 2 12"PFH TYP.HOPPE PFH SCREWS MULTI-POINT SHOOT BOLT GL/Tim I SS MSS PLATE LOCATION SCALE: NTS DETAIL B2 (RH PLATE SHOWN) 2 DWG.#:A010871A TYP.HOPPE 1-BOTTOM SHOOT MULTI-POINT SHOOT BOLT BOLT PLATE SHEET: OF8 PLATE LOCATION HOME#2098911 q SILL SECTION VIEW HEAD SECTION VIEW 2 EVSWWGSHDWNOUTSWING(IMAM INSWINGSHOWN OU ANNGSIM— SFE—Al Bl SFFDETAILOE PREPARED BY; BUILDING DROPS,INC. 398 E.DAMN BEACH BLVD.,STE.338 DANIA BEACH.FL— ,H 9541399-8470 FAA:19S41)44A)38 4 1/2"TYP. 4 1/2"TYP. WEB:xww-l-PD.ps.- 1 1/2"OFFSET F. 0 � p Fom 3 x° YV) DO aLL� F !,en Z,4 w LLu g 6LL Q O\Q N aG < Z a a _ C) o W` W _ ° D_ Z . ••• • . •• a . .... • • ••.••• REMARKS BY DATE • • • • tltl ADA sill,Muni-Point Lock GL 6/23/14 ••• • ••• •••••• • • P.ANCHOR LAYOUT dos** •••• •••• 3 wwAL waE <oxatETE/FAASONBY • • •••• •••• AlllDC-lIT=S`ICoF CA TIE' • B.. D AND • 0••• ll/4"NAEMBEDTYP. 11111111'I/I" • - SEE TABLE 2X BUCK ANCHOR TABLE i C_ 7A Ci B'8"DOORS 8'0"DOORS 7 �. Z z MIN.EDGE MIN.CENTER ANCHOR MIN. SIZE = J ANCHOR TYPE SUBSTRATE EMBEDMENT DIST.TO TO CENTER �F F SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. i�O ..•h✓ P•.•�Ol vt SPACING AT SPACING AT 2X WOOD BUCK INSTALL. JAMBS JAMBS ��F •I""'EB`;°y�G��`� 2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE �33.w�rE..331♦ ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" BpEaa�AN pr ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 4" 25" 30-1/4" 3 2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL. 1-1/4"-CMU DOSS SFCFNM3 SIDE VBW DATE: 02.05.14 NOTES: DWG. Y: CHK. Y: GL JM SS MSS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. NTS SCALE: .7 A 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.8:A010871A SHEET: OF 8 3 PREPARED BY , BUILDING DROPS,INC. DANIA 33WC. DANIA BEACH,FLPH:19sa1399-sate o FA%:19sa1>aa.n3e `,\\\ 11 WEB:wwx.buiMiydrops.com 11 INTERIOR EXTERIOR EXTERIOR INTERIOR 4 -r INTERIOR EXTERIORS cr �M AD dN p J ED Z �•� �� m �aLn a 1 OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL U a �1 /� Z a • 4 OUTSWING SHOWN-INSWING SIMILAR 4 ENDURA ZAl1.4565F AF INSWING ITS 21297 W NG V W • .00. ••• p K , 000* w F • •••• •• •• •• • • • • REMARKS BY DATE •••• • ••• •••••• EXTERIOR INTERIOR • • INTERIOR EXTERIOR 7 INTERIOR EXTERIOR Add ADA sill,M°Iti-Point lock GL /23/11 • mm ml IIYIDUT • •••• •• •••••• • • ICI ooira"HEs"MwiluirlaHD°DRION,INCM TIER • •UPERDAND ABLE ADA SILL S OPERABLE SILL 7 OPERABLE SILL NARR"�'TD°° °°^N°`DUT`�M"E • see* •••• �• INSWING/OUTSWING `� AF A-276 P-20DO OPTIONAL AFCO H-497 ` ,,`1T�E111II L�7j'' • • •••• ENDURA HCISOOO / S��S 0 �� Z. * N91, 78" � r 1 o 11 �i1�CC$Nw.•4h E«�mLEv�a�•op�,Cj `�� 9 INTERIOR EXTERIORE'! c��9s,e 8 INTERIOR EXTERIOR IM DATE: 02.05.14 DWG. V: CHK. Y: GClfJM I SS MSS OPERABLE SILL g OPERABLE SILL SCALE: NTS 4 OUDWG.N: TSWING 4 OUTSWING A010871A OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F SHEET: OF 8 4 PREPARED BY: 'n� HINGE SCHEDULE HINGE DETAIL2-AT JAMB: BUILDING DROPS,INC. PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP DOOR HEIGHT QUANTITY 398 E.DANW 8—H,BLVD.,STE.338 NW BFA<M,i1331p1 6'-8" 3 AVH:19511399-0178 EA%'.19511)614738 8'-0" 4 \ WEB.....Y..wld,dO,,smmm O n N J P O \ O W "omm 1819 1 \\\ 2C) DO Vw1 naza INTERIOR INTERIOR \\- / / CL Q m a LL C J x 1-119 X 2-1/2"PHILLIPS U Q \ FLATHEAD WOOD SCREW Z a Z LD \\ O z a '• \ 3-#9 X 3/4"PHILLIPS W OC FLATHEAD WOOD SCREWS O K • • ••• • •D(TERI�R EXTERIOR � 0 •• ••• _ c • • • • • 4-#9 PHILLIPS FLATHEAD WOOD SCREWS •••••• 17 USE 3/4"LENGTH FOR 6'-8"DOORS ` •• ••• • • • • USE 1"LENGTH FOR 8'-0"DOORSs 1 LOCK J?XIV4g• 3 HINGE JAMB •• ••• 5 ING SHOWN-VISWING SIMILAR 5 OUTSWING SHOWN INSWING SIMILAR REMARKS BY DATE • ••• • ••• •••••• Add AOA sill,Mul i-Point Lock GL /23/Ic • • 0000 • ••• 0000 • • • - • • 0000 0000 •• •0• X 13/4"PFH 13-#8 X 13/8"PFH(6'-8"UNITS) • 0 •0 �> 3-#8X2"PFH • 0 8-#9X21/2"PIH W/HARDWARE W/STRIKE HARDWARE 15-#8X13/8"PFH(8'-0"UNITS) ANo 1=1.1T 9E a ••9000 WOSTRIKE HARE • •0618 &8'-0"UNITS) 1-MPL STRIKE PLATE COMES W/HARDWARE TNo �nLTElAnori5,noomoxswc • .-M QTR IKE PLATES 0 00 4-#8 X 13/8"PFH `MjTO T.5�oA�,E oun�E NOT oNMm Axo • 0 21 1-REINFORCEMENT PLATE �\ s Eo ••0000 0000 20 0 HOPPE#2512296 L1�111111"1'''' 00000 EXTERIOR EXTERIOR `�(r•��Cs �••��' tlN-tTERQRo INTERIOR �i�cc h-i'+N,RE W Pf` 11 11 ROCKWELL MULTI-POINT LOCK JAMB -POINT MULTI-POINT LOCK JAMB 6 HOPPE MULTI-POINT LOCK DATE: 02.05.14 5 L OUTSWINGSHOWN-INSWINGSIMILAR rj OUTSWINGSHOWN-INSWINGSIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. YJM I SS MSS SCALE: NTS DWG.#:A010871A SHEET: OF 8 5 PREPARED BY: 2X WOOD BUCK Q BUILDING DROPS,INC. MIN. �_= 398 f.DPN1ABEACH.DAFBA BEACHBL 33Dp4F.338 EDGE DIST. r, �� WOOD ANCHOR PN:1950)399-8,178 m �� SEE TABLE SHEET 2 pax:19u17aa.a�3e W G SEE TABLE ON SHEET 2 F _ WFB:xwvi.buWEiNtlrops.com SILICONE Ww W w 2X WOOD BUCK m zF / CD O sp o �w LLJm f / 0.25" MA C)2X WOOD BUCK ~ g Q m i WOOD ANCHOR SHIM O m ^m g SEE TABLE ON SHEET 2 MIN.EMBED. SEE TABLE SHEET 2 U • •• HEAD (TYPICAL) JAMB (TYPICAL) 3 OPERABLE SILL o w' • • • OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIRED Q • • ••• • • ENDURA ZAIL4565F • • o •• ••• •:•••• SILICONE Wz • •••••• SILICONE SILICONE r • so •• •• • • • • • ••• • ••• •••••• REMARKS BY DATE 2X WOOD BUCK • • 2X WOOD BUCK • ••• •••• •••• Add ADA sill,Muki-Point Lock GL 6/23/1 • • •••• •••• 2X WOOD BUCK • THIS •• ••• •• •••••• • • • ions goonro s.we iwrrv......Enco OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL B .N • B .. B B,E,A�H� Ep •• ••• •••••• 6 • OUTSWING AFCOO JJ-2297R REQUIRED 6 INSWINAF O AA276/P•2000 NCHOR UIRED 6 OUTSWING-AFCCO H-497NO R REQUIRED `, �5 IFI lllO7j'''' ``��Nye •7�� I'I v�. q� �* O 'jO�CC SILICONE SILICONE SILICONE /DNEB. s iEI 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 OPERABLE SILL DWG. Y: CHK. Y � OPERABLE SILL 1�1 OPERABLE ADA SILL GL,TJM SS MSS 6 OUTSWING-NO ANCHOR REQUIRED III,,6 OUTSWING-NO ANCHOR REQUIRED III,,6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURA ZOBL4565F ENDURA HC15000 DWG.Jl:A010871A SHEET: OF8 CD OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY:' MIN. 1X WOOD BUCK Q EDGE DIST. w (OPTIONAL) BUILDING DROPS,INC. SEE TABLE SHEET 2 ti i 398 E DANIA BEACH BLVD..STE.338 2 0 w DANIA BEACH,FL 33000 CONCRETE ANCHOR SILICON Q PH:(954)399-8478 SEE TABLE ON SHEET 2 :195C 7.4— wEB:..n.iiam¢aF9P:.,om f =BY CONCRETE/ MASONRY i¢ OTHERS % CONCRETE/ d R m w �'r MASONRY BY OTHERS 60 ry 1X WOOD BUCK, 4 o m 9D (OPTIONAL) O "'1 p v 0.25" O C) g F:x 3 MAX. ^'� LL c f In ,_.e. SHIM a mCL m y CONCRETE ANCHOR CONCRETE/MASONRY BY OTHERS Q SEE TABLE ON SHEET 2 MIN.EMBED. CD`— SEE TABLE SHEET 2 C Q ki N •• HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL Lu w • • • OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED U • • ••• • : •••• ENDURA ZAIL4565F O � •••••• • •••• • • • • SILICONE W; • • •!•• SILICONE SILICONE t=of • • • REMARKS BY DATE • • o d o d d o d dAdd AOA sill,Muhi-Point Lock GL 6/23/1 • • • • - - - CONCRETE/ - CONCRETE/ - CONCRETE/ • • •••• •!• MASONRY MASONRY MASONRY 0 0 0 • •••!6 0 BY OTHERS BY OTHERS BY OTHERS • • ••!• •• •••!•• x co N3oiF euun—111"T ORDIo T. • 4 OPERABLE SILL 6 OPERABLE SILL OPERABLE SILL "°°°W-DATE011�"� P^Mm°�^N • •••• •••• 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED NDc '%J1111111" • • AFCO 1-2297 AFCO A-276/P-20DO AFCO H-497 �� S F. SILICONE SILICONE SILICONE �10 � d- _ d a d d d �i��yB•ESy�� ,„,,,R� '. a. CONCRETE/ - - - CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS $ OPERABLE SILL OPERABLE SILL OPERABLE SILL DATE 02.05.14 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 UTSWING/INSWING-NO ANCHOR REQUIRED DWG. Y: CHK. Y: AFCO A-117 ENDURAZOBL4565F ENDURA HCISOOO ADA GL TJM SS MSS SCALE: NTS '.. DwG.n:A010871A SHEET: OF 8 p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK Q ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 FINGER-JOINTED PINE SOLID PINE O B EE AG DRODPSTEI3333 1 FRAME HEAD/IAMBS LAMINATED VENEER ® SPH:(954)399 M79EASEACH,'L � LUMBER O FA%:19541744.x)38 WEB:wA (95 7444738 COMPOSITE 2 (NOT USED) B � Q 3 (NOT USED) I�I IL DC m o w 4 ENDURA ZAIL4565F THRESHOLD - 0 F- m O N c 59. 5 AFCO 1-2297 THRESHOLD - _OW d LL R e I_ 6 AFCO A-276/P-2000 THRESHOLD - O cc O i LL 7 AFCO H-497 THRESHOLD - O 0000 ®® ¢ m s 8 AFCO A-117 THRESHOLD - e [0 CC Li 9 ENDURA ZOBL4565F THRESHOLD - 0HANDLE O Z a Z 30 ENDURA HCI5000 ADA THRESHOLD - 0 0 e e HEIGHT o+ " • 0 aso - - O • • • URETHANE FOAM& • -" ® ~ 11••• • • •• WEATHERSTRIP • • • POLYETHYLENE d e e 0 Ao Z •• •• 1 0 t • 12 • Ni%-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE HANDLE 0 O M� •• •• 13 • • • • (NOT USED) - HEIGHT O 0- v 6i 2 h� • 14 • •••••• (NOT USED) _ O o O i r O • e - •• ••• 15•• #10 WOOD MfiALRt*ON SCREW W/11/2"MIN.EMBEDMENT STEEL e e O e REMARKS BY DATE • • • 16 • •• CONGjC•1•*MeR(SEE ANCHOR TABLE SHEETS 2&3) STEEL d ADA sill,Multi-Point tock GL 6/23/14 10 • • 17 •• • "-f•INGE(SEE SCHEDULE SHEET 5) STEEL 18 •• • •••WVIKSET LOCK SERIES 400 STEEL Eo • 4tJ •• • • 19 •••Ky/OWT DEADBOLT SERIES 780 STEEL - •• • • 2p •• ROCKWELOW110 PICOT TONGUE LATCH#732287686-B UNIT STEEL - 7se 4EveoouuoiH weaeon vAn7 • • • ROCKWELL MULTI-�INT TONGUE LATCH#73228780 8- UNIT 0.63" 4n3mc air. -ENT nnW of Pc� H� Sans. • • MD 21 OH AE MUD-POINT HARDWARE HLS9000 STEEL `,1111111 I!/ ONoleo u 22 • • HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL O ® ♦♦♦S �$F. O ♦ i 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL `4$ • •" �� --®® 9 --I oO7r'1v 1 � ' �w 65 OFRAME HEAD/JAMBS ENDURA ZAIL4565F AFCO J-2297 AFCO A-276/P-2000 HEAD SHOOT BOLT PLATE(LH) �'.�F,��d"�� "3'n�G``'♦`� VARIES,SEE BOM AT LEFT O THRESHOLD O THRESHOLD O THRESHOLD 22 �� E-"f ° '�i♦`` 1— + ccc�Xpdjrlpt'WpyrJ�9s7 4.563" , � 1.75" DATE: 02.05.14� 4.56' 5.62" 4.57" DWG. Y: CHK. Y: OAFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F O ENDURA HCI5000 ADA O HEAD SHOOT BOLT PLATE(RH) GL TJM SS MSS 7 8 9 THRESHOLD 10 THRESHOLD 23 SCALE: NTS DWG.#:A010871A SHEET: OF8 4.58" I I 1.75" R 4.62" Y s ,�, ,Y•;,,. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines� t, Professional Product Approval USER: Public User ItfAA# Product Approval Menu>Product or Application Search>Aoolication List>Application Detail f FL# FL16177-R1 Application Type Revision Code Version 2014 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 Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer B Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 8 Validation Checklist - Hardcopy Received Certificate of Independence • ••; : :FI.1%77•R1 CoPEvalReD CWS-812B(SH-8100, IMP. NoSillAnch),odf • •• • • • • ••• • Referenced Standard and Year(of Stande dl ••• ••• Standatd• ••• Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 • • • •ACT E1886-05 • • 2005 •• • • • AIA EQ996.09 • • 2009 •• ;• :•• PA AS 20;/.2G2/1Q3 1994 Equivalence of Product Standards Certified By • • • • • • • • • • • • •• •• • • • •• •• Sections from the Code ••• • • • ••• • • Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summa ry of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 R1 II CWS-8128(SH-8100. IMP NoSillAnch).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: SH-8100 PVC Impact, no sill anchors required. Safety FL16177 RI AE DuPont PVB NOA 13-0129 27(�df glazing required on outer lite above 30 ft. in HVHZ. Glass complies FL16177 RI AE EvalReD CWS-812B(SH-8100, IMP. to ASTM E1300-04. NoSillAnch).Ddf FL16177 R1 AE Ouanex(Mikron) NOA 12-1017 02 Created by Independent Third Party: Yes Back Next Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not went your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: FOR . nj0 wcuritt,, •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • •• • • • • • • • • • ••• • ••• • ••• • • • • • • • • • • • GENERAL NOTES: /{I7��7��(/{{�� SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 2'" MCA TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEF9S EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) C /� 531/8"MAX.OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:"O/X". 51 7/8"MAX.UNIT WIDTH SINGLE HUNG 4711/16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER n v -- -- -- INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. o 17 Q 63" _ __ __ I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y OVERALLI I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD LU m In FLANGE ANCHOR CALCULATIONS. HEIGHT U N B O 1 B 26 13/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE m 0 GLASS NOT REQUIRED. e a • •••• DLO N o Z • • ••• • • • I ( I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w CC W O •• ••• • S1 3/4'� I I F- • • • • • USED AT FIXED MEETING RAIL AND JAMB. a t7 MAX. o LL •• ••• ••00000 ••• • F�EIGHI 8.SERIES/MODEL DESIGNATION SH-8100. a 0 Cr • • o v w • ••• •• 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: CL Q o ' • I I X=OPERABLE SASH,0=FIXED SASH m Q .: • ••• •••• •• •JO 3/16" 1 I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z • • MAX. `, 26 7/8" LOCATION. i�t1�t+�++++�� • ••• •••••• ••• •SASHMEGHT X i DLOGLA ,�%%-P`f�?�B.. • • •••• •• • ,` g 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. :O'�.•\�O B N S •.'Q�4' •• ••• I 6 • • • ••• •• ,�v:' 11 No 55209 ''�P' • I 1 C •••••• •• ••• •• 1 6 • • • 1 ... • I Lucas A. "'P 4, . . . ��;• STATE OF .:�U2 ..•... .... -- -- -- Turner �., . • see*• ff-7 A 2015-04-11 O R 1G\?` 15:15-04:00 ''•u©;;,;„��%1'” 451/16 GLASS DLO as 3/8" 4/11/2015 MAX.SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 p, SHEET DESCRIPTION: 5 IO GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE RATING IMPACT RATING DWG R: EV.: SECTION VIEWS.................................3 EXTRUSIONS&B.O.M........................4 CWS-812 B ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT SCALE: INSTALLATION DETAILS....................6 SHEET 1:15 1 OF6 • WINDOW SYSTEMS� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT N N o �_ F O Y 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS w m m 1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED U a 7/16"AIRSPACE 7/16"AIRSPACE m LL p a � •••• 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS a o • • ••• • • •• w p •• ••• • • • 1/8"ANNEALED 1/8"ANNEALED a 1 • • ••••• • • .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT w LL 2 •• ••• • • • • a 0 U • • • • 1!6"ANNEALED 1/8"ANNEALED o cn • • •••••• Lli DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL °C •• ••• ••• •••••• 4 PURFECT GLAZE"H"OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 552 m Q Z • • • • 14 1/2"GLASS BITE 14 1/2"GLASS BITE ........... TL�� • • •••• •••• 48 • • • •••••• 48 ?v. Na 5S'201 •.'A • 23 • ••• • •• 71 12 • • • • D "0 STATE OF :� •••••• •••• • • �••.F R' �`�'•• FIXED LITE SASH LITE 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: CWS-812 B SCALE: SHEET 1:1 2 OF 6 INTERIOR WIMDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 45 32 27 53 12 38 13 32 32 4 45 e 8100 PVC 0 ® 0 SINGLE HUNG IMPACT 0 45 ui 1 o a0 H o o 14 32 3 14 54 14 65 66 63 19 4 W m m SECTION B-B 54 U `" NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, m • •• RIGHT SIDE SHOWS SASH SECTION VIEW. c m • • • N D Z 2 � F I • • • • o g •••••• 14 39 � z • 40 0 • 2 2 28 j ¢ p • • • 1 • 32 INTERIOR m ¢ O • • 14141/71lfprr ••••• •••• • • 48 PN?1 RE W T+rrr • • 62 • • B (� • • • •••••• �v: No 5x201 • • ••• • •• • 14 • • • 53 � •. $YAYE OF .u-' • •85 10 �4Q�c+` ..t0R%0. Cj,�� •••• 66 pNrA± o� Olk 6 32 z2-1 32 n 23 4/11/2015 18 v 6 LUCAS A.TURNER,P.E. 2 74 FL PE#58201 3 1239 JABARA AVE. 3o NORTH PORT,FL 34288 0 PH.941-380-1574 TL SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B 20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 1:2 30F6 PARTS LIST FRAME CORNER f � ITEM PART# DESCRIPTION VENDOR MATERIALCONSTRUCTION 0T7 990)m•L/a{/, 31/a" c.Svt�l�nnw 1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl WINDOW SYSTEMS 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 15/16" 23/16" 3 H-6031 Main Fr.,SH,w/FIg.,PVC,L.Jb. Mikron Vinyl OCA A, L 44TH AVE. 4 H-6031 Main Fr.,SH,w/FI PVC,R.Jb. Mikron Vinyl 2 WWW. FLORIDA 34474 4. Y 3 a WWW.CWS.CC 6 5-1577 Impact Hook Keymark Alum 4 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16' 1�fi� 1 s e" 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/1611 ,,6^ 8100 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl CORNER WELD (ALL SIDES) SINGLE HUNG 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl 1:8 13 S-1498 Reinf.S.B.R./S.S.R IMPACT 14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl n w 19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinylor oIli ro r 20 5-6029 Sash Stop/Filler,PVC,Vert. Mikron I Vinyl 3 a o ¢ 23 H-1699 1 Reinforcement,SBR Keymark Alum 7/8" 1 3/16" o p 24 P-2190 Balance BSI s/1s^ � t2Fru Y ~ 25 P-3059 Sash Cam,PVC BSI Plastic 36" (�1I 26 P-3046 Take Out Clip BSI SS w m m 1 5/8" 2 1/8" 1/16" FIXED MEETING RAIL 27 P-3783 Lock,Impact,PVC Interlock U 1/16" SCREWOUT RFRAME ED TOGETHER WITH M N 28 P-4069 Kee r Impact,PVC Interlock Zamac t:a < REINF.,IMPACT HOOK-1112 0 ' 30 P-3215 WaepCaerw/Flap Gaer Plastic 1/ o z • 32 P-3429 VNftp., .270 x.1 b eal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w ¢ • P 4638 #8 x 2-1/�PH Mod.puss,T�{te A,TEK 2 Fastenal Steel o a 38 P-3768 #B�ke.R�Ph PH MS Hub City Steel 9/1 s" z U • 9 40512 x 1.2 Ph FH K•2ht• Hub City Steel ,/2" t t/a^ 5n s" t 1/9 0 w •� 40 P-3342#SA Sal r, M-5594 K,Wht. Hub City Steel o f�� 2 9 � ¢ 0 P-3342 $eam Sealer,SM-5594 •• Schnee 7/8" }L' 18 1 5/16' 19 45 P-3752 apPlug 1/2"Hol• • M8M Nylon 1116. oa5" t/1s m ¢ O 38 or •• P-3352 get @IR.,85 Dur.0 1/84k4%'xx 2"Lg. SIF.Lowe eI Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXEDRAILRAIL COVER-6063 PVC SCREEN SUPPORT-6014 • 51 P-3881 LbL(N /��)• :�p`'.yS,G E to" ,�Q�'�' •• We P-3613 CWS Lbl.(logo) Pro Label 5 9' J + • 53 Sash SE SHEET2 GLASS 3/a"—�—� ff- Cj- 1/a' �` : Na 53201 :P •• 94•• Fixed ESHEET2 0006•• GLASS 31s1I 3 1a • 151" 9 7/9" 56 P-3281 p r Duraseal T t/1s" L i/1s" L— X13% STATE OF • 62 P-3218 Screen Frame,Hon#. • • Allmetal Alum 1/1s" r0 fi ,:4u •• P-3218 n me,Vert. Allmetal Alum REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 +iF .........R 64 P-3321 Stow-,41 rame Comer Ke Allmetal Plastic REINF.S.B.R./S.S.R.-1a9a +Sd 65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass q��+bNA 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl z� 67 P-3029 Screen Pull Tab Summit Alum 4/11/2015 68 P-3033 Screen Spring,SS FI.Screen I SS 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum C 3/t6" FL PE#58201 72 S-6063 Cover,Fixed Rail Mikron Vinyl O 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hook Keymark Alum 1-38NORTH PORT, 34288 74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.94TION:-11 574 15/16" 1/2" SHEET DESCRIPTION: LINE ITEMS NOT USED: s 5- 3/16 1 3" BOM AND EXTRUSION: 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 7/8" 1/i6" T—� 7a JJ 1 SCREW SUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK BAT 06/18/12 S-1577 DWG#: REV.: CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1.2 40F6 aogoyz 6"MAX.(TVP.) 17-MAX.O.C.(TYP.) WINDOW SYSTEMS 1900 44TH AVE. 6-MAX.(TYP.) OCALA,FLORIDA 34474 -- -- -- WWW.CWS.CC I I SEE NOTE 2 8100 PVC 1SINGLE HUNG O.C.MAXX..O(TYP.) IMPACT L O INSTALLATION ANCHOR(TYP.) N N I 1 p O ---�MTGRAIL Y H W m m 4-(TYP.) I O I I m N 0 a N • •• • • • ,X` • • ••• • • •♦ 10 1/2" N � Z LD I •••••• • • • MAX.O.C. w W(r • • • • • (TYP.) o L3 D- •••�•• • • • • U • • • • I ? • • •••••• u Qcc 0 w • ••s••• •• •• •• __ __ __ m ¢ O ••••• • ••• •••••• ••• •• •••• •••• 4"(TYPO NO ANCHORS REQUIRED INSILL 0'P L01REloi, rte, • •••• ANCHOR LAYOUT-(FLANGE) • • • •w•••• �v. No 58201 •NOTES: • ••• .00. O:'. STATE OF ;4 • •�WALL OVA10L QR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. y 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/11/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE ANI INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF I BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18/12 owc#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-812 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:15 5 OF 6 TYPICAL HEAD ANCHORAGE V-(y1S•d1J(y® (] MIN.EMBEDMENT WINDOW SYSTEMS1\�i MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. Hi OO PVC BY INSTALLER SEE TABLE 1 INSIDE AND OUT SINGLE HUNG INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM lA N 0 � ooW O � Q Q � � PERIMETER SEALANT BYINSTALLER Q > INSTALLATION ANCHOR INSIDE AND OUT W [� m SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER m o y N I B HORIZONTAL SECTION o °i • •••• CONTINUOUS DOUBLE 3/16"BEADS OF TYPICAL ANCHORAGE ¢ CI Z • • • c• • • TREMGLAZE U1600 SEALANT AROUND w W •••••• • • • PERIMETER AT ALL INDICATED POINTS a N • • • BETWEEN FRAME AND BUCK BY INSTALLER. w LL 0000•• z U • •••• • • : • aO 1/4"MAX.SHIM C, m a w W •SEALANT BEHIND• • E ¢ � •••• •• �FR•MI ••••• V♦;�"♦"♦, ♦.♦;y',1JRr-'1•'•1'm•,TqL.�Q ''SFOFAGE BY INSTALLER 000000 •A • TERES• AN•-•• • • MIN.EMBEDMENT STALLRI•••• • SEE TABLE 1 DT • ""MEEN0 IV's0000 000ziNo 532010 • SUBSTRATE BY OTHERS zpry r 5 • • •6F@WABLE 1 •• 000000 MIN.EDGE DIST. • • STATE OF SEE TABLE 1 '-0 ; • • ••• •• =13: VERTICAL SECTION 0•, ..4� • •0 0• 0000• 60 TYPICAL SILL ANCHORAGE ''rte"''.,t O p 1 ID ••••• �i��3s'OPd A y�NG�a 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" BYINSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDE AND OUT HORIZONTAL SECTION PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1. C s BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"ITW TAPCON INSTALLATION DETAIL 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KW IK-FLEX OR ITW FULL THREAD BAT 06/18/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6