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WS-17-1163 it ='11 3 Miami Shores Village Ponnit Ty ` it1dOWSMhutters 10050 N.E.2nd Avenue NE c tcclassfta11fiiili 010*3r Replacem Miami Shores,FL 33138-0000 " er ,h oePermit tOlit,S;APPROVED @p�„g Phone: (305)795-2204 - F[ORlDA Issue Date:4127/2017 Expiration: 10/24/2017 Project Address Parcel Number Applicant 1239 NE 100 Street 1132050080050 Miami Shores, FL 33138-2603 Block: Lot: JOSIE&CARLOS FONSECA Owner Information Address Phone Cell =JOSIERLOS FONSECA 1239 NE 100 Street MIAMI SHORES FL 33138- 1239 NE 100 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 20,500.00 Valuation: AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514 Total Sq Feet: 340 Type of Work:INSTALLING 15 IMPACT WINDOWS AND 2 Available Inspections: No of Openings: 17 wJ Inspection Type: Additional Info: '� ,�� ''` �� " F,•� Window Door Attachment Classification:Residential �(`� 3 , +J * Final Scanning:4 , , Review Building I��4k��4� ��t✓� � ir�ejet�� Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.60 Invoice# WS-4-17-63835 DBPR Fee $4.05 04/27/2017 Credit Card $50.00 $273.70 DCA Fee $4.05 Education Surcharge $4.20 04/27/2017 Credit Card $273.70 $0.00 Permit Fee $270.00 Scanning Fee $12.00 Technology Fee $16.80 Total: $323.70 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 myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the fo[ggoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fu ermore,I authoize he above-named contractor to do the work stated. April 27, 2017 Authorized Signatur;Zent er / Applicant / Contractor / Agent Date Building Depa Copy April 27,2017 1 Miami Shores Village Building Department ;,1'k' 2, 7 "-`d'1,/ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 }} r INSPECTION LINE PHONE NUMBER:(305)762-4949 ---- FBC 20 1 BUILDING Master Permit No.[ 1165 PERMIT APPLICATION Sub Permit No. dBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1231 N E /00 5T City Miami Shores County' Miami Dade Zip: Folio/Parcel#: I I-3a 05-608- 005a Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FB�F®E: OWNER:Name(Fee Simple Titleholder):("OI.1- 01 M1 S-e�C CL Phone#: AddressM3 9 IV (DU '�6 M City: /"{1 Am) shore) State: F� Zip: .3313Y Tenant/Lessee Name: // Phone#: Email: tl )-e-rn �GYYIt-/C' l/ay/IlU•C�Y`1 CONTRACTOR:Company Name: &4 9ACA 4 5 toQM '?Mlt:G`►"/X70 Phone#: 6d S) 51.3•( / 1r Address: 1,9901 N w /f� ST S io3 City: --4 1 R M/ -p e State: 'r-�- Zip: 3 Qualifier Name: so-n,L� R0 Gt rt-9d P?.'- Phone#(30-9) qc?e`•I/0 7 State Certification or Registration M C G C Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$2�i 50D, �O Square/Linear Footage of Work:3%0 Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: i�!Sta //1) C15) !M j2a�d W Specify color of color thru We: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 4-3. CN (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. I 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 absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur OWNS or AGENT CONTRACTOR The foroing instru7VQLL t was acknowledged before me this The foregoing instrument was acknowledged before me this 007 day of 20 ( by r r�&day of �''(CL� ,20 17 ,by who is personally known to fo NQ4-6aA) PArl AdL'? who is perste onally known to me or who has produced 4-# aW& r)f, k --eA Peas me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTAAY PUBLIC: NOTARY PUBLIC: Si Sign: Print: l `lf�-1 Print: Seal: """.� Seal: ;:•�%. MICHAEL MARRERO ;•�p� r"°e�;� EMMA A ORJUELA �`° Commission#GG 88774 ..? Notary Public-State of Florida My Commission Expires My Comm. Expires Oct 23, 2018 ��'; '�� December 28, 2020 APPROVED BY t" Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 12 X1 01Josie Fonseca CWS 8200 Series HoFL jn6tal�Roller 11 1239 N E 100 Street t3 723/4x49 CWS 8100 Series Miami Shores, FI 33138 CWS 8100 Series Egress FT Single Hung FL16177.1 Single Hung 35 1/2 x 49 FL16177.1 35 1/2 x 49 Bedroom FHJeld-Wen x o Hinge Right 14 ' CWS 8200 Series FL14569.1 CWS 8200 Series CWS 8100 Serie ' O7 , Horizontal Roller 35 x 82 Horizontal Roller Single Hung FL16736.1 FL16736.1CWS 8100 Series FL16177.1 ' 721/2 x 61 1/2 72 1/2 x 61 1/2 Single Hung f 35 1/2 x 37 Bath FL16177.1 351/2x61-1/2 CWS 8200 Serie x CWS 8100 Series Horizontal Roller O Single Hung CWS 8200 Series 56 x 3 F .1 0 FL16177.1 o Horizontal Roller 56 x 37 i 35 1/2 x 49 FL16736.1 -----------------, x 723/4x37 Plastpro 16 � , Egres Fiberglass 6 pane ' Bedroom FL15210.1 L________ 30x80 ----------- 17 Garage O CWS 8200 Series B WS 8100 Series Horizontal Roller 8 Bath Single Hung FL16177.1 FL16736.1 ® i -- — 461/2 x 34 1/2 18 x o X Entry Door 35 1/2 x 37 -------------------- Garage Door CWS 8200 Series O N/A Horizontal Roller 1/4-1/2-1/4 Therrn Tru FL16736.2 Fiberglass 6 panel 93 CWS 8200 Series ,' t 1- 1091/2x611/2 FL10537.1 Bedroom14or ritalHoller -- 36x80 • x • 1�i73fo.1. : : ••• Egress •« . • .«• « .. . .« To- CWS 8200 Series • • • • • • • �— v -I� Horizontal Roller � � �•.• .• •,�••, �i` � ;. FL16736.1 • • •« • • • • • • • • " i 72 3/4 x 49 • • • • • • • • • • a P�� "� 2�?1:' •• • • �.`-U1IJLCTTO(;O^ll'Lljv i(,C�?✓ITH Al_L �f�i f?l\I_ �S AFF- AND COUNT`(MULES AND REGI-!1 AlIC1f�iS � --- ft • • • ••• • • • • • •« .• 4 • • • • •« •• • ••« • • • • «•r.« • • • • • • • • • • • • • • WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: A?Y-rlCAt3 S- f-m-1,y6cf-M ADDRESS: X75 000 SA`leT *094 ••t • PROJECT: JOSIC -�a,,Scoff ��l�d��i �9�0��0 �� 1��•... . city State ••••1••• 249# o 400 EXPOSURE "D " WIND VELOCITY = 175 MPH ROOMICC ;� >*,O° ;00::_• • •..:.. Roof Eley. Tributary Area(Sq.FQ Roof Eley. Tributary Awa • • 010004, • ••.••_• (ft) 44291 15 20 28 30 38 40 45 50 (ftj 10 15 20 25 30 • 4$ I�p • f t • 47.3 46.4 45.7 45.1 44.6 44.2 43.8' 43.5 + 48.6 4'7.3 46.4 45.7 45.1 •44.2 4 S • •'•18•• L--15 > 514 SMS 49.8' 49.2 488 48.3 4&0; 47.6 15 - _ 62.5 60 7 59 3 5& 9 0000•. ML • + 48.2 47.3 4&6 46.0 45.5 45.1 44.7 "A 17 + 49.5 48.2 47.3 45:6 4S!i 44. 44.4 � f=•• 53.7 514 SLS 50.8 50.2 49.7 49.3 48,6 - 66.3 63.7' 6L9 60.4'' S9. 3 ff 4 0 •••+•• 0 20 + 5LO 49.6 4&7 47.9 47.3 4&8 46.4 46 0 45.5 � � + 51.0 49.6 487 4T 9' 47 45.04 III&C,44L6 � • ••t• ...><.. A - 55.3 53.9 S&O S2.2 SL506 5I1 50,7 3 49.9 A - 68.2 65.5 L0 53 6 62 2 6 .9 59,0 'S$?1 .6 • • • IL + SL9 505 49.6 48.8 4&2 47.7 47.2 46.4, 46.5 VL + S1.9 S05 49.6 4&8 48.2 47•Y 47.2 46.8 III&S S6.3 54.9 54.0 53.2 SZ6 SL3- 51.6 S1250.9 69.5 66.8 &LB 613; 62.1 5LQ 60.1 ,S9.3 58.6 Al 25 + S3.3 51.9 SM91 SO.1 49.5 49.0; 48.5 4&1' 47.7 � + S3.3 51.9' 50.9 SO.1' 49.5 49.0 48.5 '48.1 47.7 - 57.8 S6.4 55.4 1 547 S40 515 53.0 .52;6' S2.3 + 71.4 61L6 66.6 55.0 63.8 62,7 61.8 .61.6 60.2 28 + S4.3 52.8 SL8 SLO 50.4 49.8' 49.4 49.0 4&6 28 + 54.3 S2.8 SL8 SIO, SQ.4 49.8 49.4 49.0 48.6 58.9 57.4 5&4 5S.6 55.0 S4.4 54.0 53.6 S3.2 - 72.7 69.8 67.8 66.2 64.9 63.8 62.9 62.0 6L3 30 +' 54.7 53.3 SZ3 SLS 50.8 50.3 49.8 49.4 49.0 `"' 30 + 54.7 53.3 513 SLS SMS S03 49.8 .49.4 49.0 S9.4 S7,9 5&9 5&1 55.5 54.9 S4.4 54.0 53.6 73.3 70.4 68.3 66.8 65.5 64:4 63.4 1 6L6 6L8 35 + S6.1 547, 53.6 S2.8 511 SL6 SL1 50.7 50.3 35 +, 56.1 $4.7! S3.6 SZ8 511 SL6 51.1 50.7' 50.3 6D.9 59.4 584 57.6 56.9 56.3 55.8 S5.4155.0 75.2 72.2 70.1 6&5' 67.2 66.0 65.1 64.2 63.4 + 37.6 564Q 55.0 S4.1 53.5 519 52.4 S1.9 SLS AL + 37.6 56.0 5S.0 54.1 S3.5 S19 52.4 5L9 5L5 40 -: 62.4 60 St. 59.8 59A 5&3 57.8 57.3 55.8 56.4 ' 77.1 14:0 7L9 70.2 68.9 67.7 66.7 65.8 65.0 4S + 59.0 57.4, 5&3 5S.S 54.8 54.2 S3.7 S3.2 518 p : #': 59.0 57.4 56.3 55.5 54.8 S42 53.7 53.2 518 64.0 614' 6L3 50.5 59.8 59.2 S8.7 S8.2 57.8 ~ 79.0 75.9 73.7 7L9 70.5 69.4 68.3 67.4 66.6 SQ + 59.9 58.3 S7.2 $6.4 S5.6 S&O 54.5 S4.1 53.7 30 + 59.9 58.3 57.2 %4 55.6 _5S.0 54.S 54.1 53.7 -I 65.0 63.4= 62-3 6L4' 60.7 60.1 59.6 S9.1 1 5&7 80.2 77.1 74.8 73.1 7L7 70.5 69.4 68.5 67.7 60.9 5_9.3 S&1 57.2 S&S %9 SS.4 S4.9 54.5 + 60.9 59.3' S&1 57.2 56.5 55.9 SS.4 54.9 54.5 - 66.0 64.4 63.3 614 6L7 61.1 6D.S :60.1 S9.7 81.5 78.3 76.0 74.3' 72.8 7L6 70.S 69.6 68.8 + 6L8 6D.2 59 0 5!I 1 57.4 515 8 56.2 55 8 55.3 + 61.8 60 2 59.0 58.1 S7.4 56.$ S6.2 55.8 S5.3 67.0 65.4' 64.3 _63�4` 6Z6 62 0' 51.5 61.0; f�6 - 82.8 79.5 77.2 75.4 73.9 72.7 71.6 :;70.7 69.8 GENERAL NOTES FIGURE 1 D=10% OF LEAST HORIZONTAL DIMENSION 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. ZONE 417-1 2. ROOF ELEVATION "H', IS DETERMINED ZONE 5 BY USING FIGURE 1 AS REFERENCE 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. - H 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN D'�i ROOF HEAIGHT AND APPLY TO ALL FLOORS. �J ` �tl �► 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D D,�� SHOWN BUILDING HEIGHT IN END ZONE. 6. THIS DOCUMENT IS NOT VAUD WITHOUT THE EMBOSSED SEAL 6 OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. B-E S0 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. S, ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2014 STANDARDS le do10-02-13 REVISIONS: dr.ra�,� AL-FAROOQ CORPORATION no. date by description ENGINEERS&PRODUCT DEVELOPMENT dwokad hr. 9360 Sunset Dr.Suite TEL (305)264-8100 AHMAD DWQ NO. 1 _ 220 Miami,FL 33173 FAX(305)262-6978 JAVAD X. FLA P.E./7068$®CAN.3478 SHFFf 1 OF 1 f .i,;.:<uL, 142, fl w W,moi.. �r ; BCIS Home Log In I User Registration !, Hot Topics Submit Surcharge ( Stats&Facts Publications HBC Staff BCIS Site Map tl un" SearO Product Approval dbpr a USER:Public User •••• • Pro�Ucr.Aonrcvsl Menu>Product nr Aeollcatlon Search>Aoolicaaon List>Application Detail • • ••• f •• •••• FL# FL15210-R5 ••••f••• •ff�• f••• Application Type Revision •••t f f •• •• • • •••f i• Code Version 2014 •••• • ••_• ff•• f• • •••_•• Application Status Approved • • • • •••�f�•• ;••••••• • ••f• Comments ••ff•••• • ff• • ••;ff=• ••• � • ••• •• • ••• Archived •ff••• • • •• ff•• Product Manufacturer Plastpro Inc./Nanya Plastics Corp. •••}••• • • ' ii • f • f=•• Address/Phone/Email 5200 W CENTURY BLVD. ; ; • •_•••• ••• •• LOS ANGELES,CA 90045 • • •••S•• + (440)969-9773 Ext 16 • •f • ; • ••• • • ••�•i rickw@rwbldgconsultants.com •••• ••• •••; ;••t•; Authorized Signature Vivian Wright go: rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Lyndon F.Schmidt,P.E. Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. s Validation Checklist-Hardcopy Received Certificate of Independence F t 52 0 R5 COI CERTIFICATE of INDEPENDENCE.12d Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL1521Q R5 EQuiv E uivalerycOfStandards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary4of_Product5_____._,_._ry FL# !Model,Number or Name [Description — 15210.1 5--smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door-Inswing/Outswing(X-Configuration) Grain/Rustic/Mahogany Series 0 Fiberglass Door Lin its of Use Installation Instructions I Approved for use In HVHZ:Yes FL15210 R5 11 Inst 15210 1 odf j pprove or use outsu e V :Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes € j Design Pressure:N/A Evaluation Reports i Other:See INST 15210.1 for Design Pressure Ratings,any additional use limitations, FL15210 RS AE Eval 15210.1.odf ; k installation instructions and product particulars. --_ ; Created by Independent Third Party:Yes _ ••AUL—J I-- --- •—..J 115210.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sid4ite o o Ott•• •••• Grain/Rusti4Mahogany Series 0 Fiberglass Door C Inswing/Outswing(OX or X0;0X0-Configuratns)•Is • •••••••• �•••:•• Limits of Use Installation Instructions ••••1••• 11 • 8%00 Approved for use in HVHZ:Yes FL15210 RS It Inst 15210.2.odf •••too*,, •••• • ••1•• ' Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes ••••11•• 1• • •• • Design Pressure:N/A Evaluation Reports ••1 • •• • • • ••t•• I Other:See INST 15210.2 for Design Pressure Ratings,any additional use limitations, FL15210 R5 AE Eva[15210.2.ndf • I S•• • •••••• [. ••1• installation instructions and •.........•• product particulars. Created by Independent Third Party:Yes ••+ tt_•• ............ /1 • 15210.3 i c.Smooth/Wood Grain/White Wood (6'8"Impact"Opaque Fiberglass Double Door with tIr Iipi4deli es-• •• M••11•• E Grain/Rustic/Mahogany Series 0 Fiberglass Door Inswing/Outswing(XX;OXXO-Configurations)• 1 f•••• •• s••••••' Limits of Use I Installation Instructions ••• •• • • • 1 • 1=•• Approved for use in HVHZ:Yes FL15210 RS lI Inst i52i0.3.odf • • • •_•••• ••01•• Approved for use outside HVHZ:Yes i Verified By:Lyndon F.Schmidt,P.E.43409 •••1•• Impact Resistant:Yes i Created by Independent Third Party:Yes • •1 • • ••• • •• • •; S Design Pressure:N/A 'Evaluation Reports • • t • • •••t•• Other:See INST 15210.3 for Design Pressure Ratings,any additional use limitations,; FL15210 S A Eva[15210.3.odf •• • •••• •• •; • installation instructions and product particulars. Created by Independent Third Party:Yes ...........-..........................................--....................................-................._....------._._..._...._..................._.................._—........................................................._...........-.._......---..__...._..—....... _........ 15210.4 d.Smooth/Wood Grain/White Wood 16'8"Impact"Glazed Fiberglass Single Door-Inswing/Outswing(X-Configuration) Grain/Rustic/Mahogany Series 0 Fiberglass Door __._..................-----...._..........._1._-------._.-. ....._...... —. — — --- Limits of Use f Installation Instructions Approved for use in HVHZ:Yes i FL15210 R5 11 Inst 15210 4 odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes i Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.4 for Design Pressure Ratings,any additional use limitations, ELr 5210 R5 AE Eval 15210 4 odf installation instructions and product particulars. Created by Independent Third Party:Yes ---_-................._..------....-............._....._............ _... ..............._.......---.._.......................----......................--.—�_ -._..-..._..--._......................... — ........_......................................_—._.....__............................._..—._.__..__...._.: 15210.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass Door Inswing/Outswing(OX or X0;OXO-Configurations) { __...— ._ ---._..__.........._....__—_—._—__._......................-------- .._.__._........._.._...___._..__..._E Limits of Use— -- Installation Instructions j Approved for use in HVHZ:Yes FL15210 RS IT Inst 15210.5.odf i Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.5 for Design Pressure Ratings,any additional use limitations, FL15210 R5 AE Eval 15210 S odf installation instructions and product particulars. Created by Independent Third Party:Yes ---- � 15210.6 f.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Sidelites- k Grain/RusticIMahogany Series 0 Fiberglass Door Inswing/Outswing(XX;OXXO-Configurations) I -__..---'-----._._............_.— ._.� —....._.__��__...._ __.._...._. _ .._ ....------'-----._.__..---...... .. Limits of Use Installation Instructions Approved for use in HVHZ:Yes I F1,15210 RS II Inst 15210 6 odf i Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A ;Evaluation Reports Other:See INST 15210.6 for Design Pressure Ratings,any additional use limitations, FL15210 R5 AE Eval 15210 6 odf installation instructions and product particulars. ( Created by Independent Third Parry:Yes ..—_._._.._._...._.. 15210.7 g.Smooth/Wood Grain/White Wood i 8'0 Impact"Glazed Fiberglass Single Door-Outswing(X-Configuration) i Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Installation Instructions j Approved for use in HVHZ:Yes FL15210 R5 II Inst 152t0 7 Ddf Approved for use outside HVHZ:Yes ; Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes i Created by Independent Third Party:Yes Design Pressure:N/A i Evaluation Reports Other:See INST 15210.7 for Design Pressure Ratings,any additional use limitations,i FL15210 R5 AE Eval 15210.7.odf i installation instructions and product particulars. Created by Independent Third Party:Yes _ 15210.8 f h.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or Sidelites-Outswing(OX Grain/Rustic/Mahogany Series 0 Fiberglass Door i or X0;0X0-Configurations) `:.Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLIS210 R5 II Inst 1 i0 8�odf i Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 ` Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports I Other:See INST 15210.8 for Design Pressure Ratings,any additional use limitations,I FL15210 R5 AE Eva[15210.8.odf I installation instructions and product particulars. I Created by Independent Third Party:Yes 15210.9 :i.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without Sidelites-Outswing(XX; Grain/Rustic/Mahogany Series 0 Fiberglass Door OXXO-Configurations) ......L........_._...._............................... Limits of Use (Installation Instructions Approved for use In HVHZ:Yes FL15210 R5 IT Inst 15210 9 odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.9 for Design Pressure Ratings,any additional use limitations,I FL15210 R5 AE Eva[15210.9.odf E installation instructions and product particulars. Created by Independent Third Party:Yes ...............-...-.___.__._._._..T_-- ---__ ----. _----._1_..._.._.._. -__ 15210.10 j.Smooth/Wood Grain/White Wood i 8'0"Impact"Opaque Fiberglass Single Door-Outswing(X-Configuration) Grain/Rustic/Mahogany Series 0 Fiberglass Door >......._.................... ............................._..............._. _.._....—___. ---...._........-_....__..._.._..........._................._....a..--.---......_................................._..........._—.........................................._..__._ .....................-......._._.................................I Limits of Use Installation Instructions Approved for use In HVHZ:Yes { FL15210 R5 I1 Inst 15210.10.odf Approved for use outside HVHZ:Yes Verifled By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes i Created by Independent Third Party:Yes Evaluation Reports Design Pressure:N/A i other.See INST 15210.10 for Design Pressure Ratings,any additional use ' FI 1 S210 RS AE Eval 15210 10 odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15210.11 k.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sldelite or Sidelites-Outswing(OX ' 'Grain/Rustic/Mahogany Series 0 Fiberglass Door or X0;OXO-Configurations) .....................................................................................................:....................................................._...............................---...................................................................................._........................._......_..................................._._..............._..........._................---_..................---.................................... ..............s Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 Ii Inst 15210 11 odf Approved for use outside HVHZ:Yes ; Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A ;Evaluation Reports Other:See INST 15210.11 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15710 11 odf •••• limitations,installation instructions and product particulars. Created by Independent Third Party:Yes • • ••�fT ••• •••• _..._....__........ -......._._..__._....._._.—._._. ......... _....—._.._...... -._-..__.. ---..._.....- -- a -_-------.................-.._.. ._.._y...._......`_.....•..._...•--......._.........�......__.........: 15210.12 I Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door wifi or JN e It SI•delites-Outs i�c} • Grain/Rustic/Mahogany Series 0 Fiberglass Door '(XX;OXXO-Configurations) ••••j••• �I j • js•• ......._...__................................................................_._...........f.....................__........._..._....................--"---..............._....._._.................................... ..........._....__..................................._........................................................_............................_....._._—. I Limits of Use Installation Instructions 000188;00 • j••j•• Approved for use in HVHZ:Yes FL15210 RS II Inst 15210 12 odf ••••jj•• j• • ••S• j Approved for use outside HVHZ:Yes ' Verified By:Lyndon F.Schmidt,P.E.43409 • • • • 006 •• j Impact Resistant:Yes Created by Independent Third Party:Yes •••tjt•• ••••••• • set* Design Pressure:N/A Evaluation Reports • Other:See INST 15210.12 for Design Pressure Ratings,any additional use FLIS210 RS AE Eval 15210.12.r) *0080000 • j j• • •�jj=• limitations,installation instructions and product particulars. ' Created by Independent Third Party:Yes •••j j1•• ••• to•0 +1••jj•• 15210.13 .m.Smooth/Wood Grain/White Woad 18'0"Igmpact"Opaque Fiberglass Single Door with Su •F b% Outswing •• •• R• • Grain/Rustic/Mahogany an Series 0 Fiberglass Door ;'Configuration) ••• •• _ • Limits of for use in HVHZ:Yes —'_...__T—__._ ---_...-..._.__.._—_. IFL15210 RS III Inst 115210.13.odf j••• --------- I -�•• i ••� 1 _ _ _ • _. � .. • Appr Limits of Use ; Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 • • 1 • ••• • •••_•• Impact Resistant:Yes Created by Independent Third Party:Yes •• • ••• ••• • Design Pressure:N/A Evaluation Reports • • Other:See INST 15210.13 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210.13.odf •• limitations,installation Instructions and product particulars. j Created by Independent Third Party:Yes 15210.14 s n.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface Bolts on Active Door panel Grein/Rustic/Mahogany Series 0 Fiberglass Door -Outswing(XX-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes I FL15210 RS II Inst 15210 14 odf i Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.14 for Design Pressure Ratings,any additional use I FL15210 R5 AE Eval 15210.14.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15210.15 'o.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the WINDSERT-an operational Grain/Rustic/Mahogany Series 0 Fiberglass Door 1 window insert-Outswing(X-Conflguration) Limits of Use 1 Installation Instructions Approved for use in HVHZ:Yes ' FL15210 R5 II Inst 15210 15 odf Approved for use outside HVHZ:Yes I Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes ; Created by Independent Third Party:Yes Design Pressure:N/A 1Evaluation Reports Other:See INST 15210.15 for Design Pressure Ratings,any additional use i EL 15210 RS AE Eva]15210 15 odf i limitations,installation instructions and product particulars. Created by Independent Third Party:Yes � 0 contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA(EEO employer.Coo riaht 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 mall 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 nes 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: 91 M EE M Credit Card Safe R R W Building; Consultants, Inc. Consulting and Engineering Services for the Building Industry CP.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 C • Florida Board orProfenional Engineers Certificate ofAuthorization No.9813 Product / Report Date: April 23,�20 •••• Product Sub Category ry Manufacturer Product fa •s � • •_' ••ee* Category � 000000 Swinging Plastpro,Inc. Smooth t Wood Grain I--- �--- btl Grain :..;:!o�� Exterior Exterior Door 5200 W.Century Blvd. Rustic 1 Mah t •• i 000• • "t**to Doors Assemblies Los Angeles,CA 90045 Series 0 Fiber •�•o: • �1t• • •��lti• Phone 440.959.9773 InswingOutswi &I • • Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(Sye4 {� #.1998)1•or:. ..•...• Plastpro Inc.,based on Rule Chapter No.61G20-3,Method 1 D of the State of Florida Product Appcn $eaartme%t of . +i Business&Professional Regulation. • 9%0600 •••'@• • • • 90.11•• •• • RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial inter;§�itt�;c8miln �. ; ••><• manufacturing or distributing the product or in any other entity involved in the approval process of the product named: " herein. Umf dons: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing LaboratoryIS tined by TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. ETC-05-255-16776.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Joseph L.Doidan,P.E. ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Doldan,P.E. ETC-07-209-19303.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier 2. Drawina No. Prepared by Signed&Sealed by No.FL-15210.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plastpro,Inc.is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F.Schmidt,P.E. FL PE No.43409 4124/2015 Sheet 1 of 1 . . ... .. • . •.. .. .. . . .. .. . . . . . . . . • . • . . .•. �a yE �� s..? •• • • • • • ;Fill • •• 11 0 0 • •lastpro 37.50"MAX.OVERALL..• �+ • ••• • FRAME WIDTH 5200 W. CENTURY BLVD. :vw:. >''.............. LOS ANGELES, CA 90045 •• •• •.• •• &,:� N Smooth / Wood Grain / White Wood Grrtfih:: :.: :• • ® ® n x Rustic /Mahogany •• • : • • • ••• 0.0 g t Z s 9 0v Series O Fiberglass Door Z V m a a INSWING/OUTS WING N ra lIMPACT" Z ° GENERAL.NOTES M 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code w wkio (FBC)structural requirements Including the"High Velocity Hurricane Zone"(HVHZ). X z o o J On •• g 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material 4� shall be beyond wall dressing or stucco. > 5 w N W w o o nm� a 3. When used in the"HVHT'this product compiles with Section 1626 of the Florida Building Code and does not require an impact resistant covering. — o 0 a a a 4. When used in areas outside of the"HVHZ"requiring wind borne debits protection this product complies with Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering.This product meets 11 -W E missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.12.2 of the FBC. 5. For 2x stud construction,anchoring of these units shall be the some as that shown for 2x buck masonry 2 construction. 0 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed Z engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or a at habitable locations protected by an overhang or canopy such that the angle between the edge of a ; canopy or overhang to sill is less than 45 degrees. MAX. TABLE OF CONTENTS SWING FRAME I3EStGN t'RE&SURE jASF) ¢ F SHEETS DESCRIPTIONG►NNENSIQN PtaStrlvl :1YfAfi/YE m w 1 Typical elevation,desi3750" gn pressures.&general notes . z 2 Door panel details ° z INSWING x +75.0 -75.0 DATE:02116112 zz a 3 Horizontal cross section 4 Vertical cross sections 82.00' srxe N.T.S. ° _5 &point lock details 37.50" s 6 int lock details QUTSWING x +75.0 -75.Q CHK Br, LFS a 7 Buck Dori frame anchoring 81.13" DRAVANG No.: B Components N n 4 BHI of materials See sheet 2 for hardware design pressure limitations FL-152 10.t o _..__.._ _ SHEET_L OF 9 N .. .. . . . .. . . ..• . • . ... . . . . •.• EXTERIOR• • • • • I • • • 0.4" r a e 'Ori •e0' Vis;• Z • �F O W . °� ILII •'�•••......... ♦♦♦♦ J O m m .a ° ♦. ° co 0 • • • • • • • • A Qyo E Z p Z raj INTERIOR •• • • • • • ••• •• TOP RAIL a C L m a CAP(PVCI LATCH STILE(LVL( 9 R a v HINGE STILE(LVL) CAP(PVC) (COMP.) m a A. LL a 11 HORIZONTAL CROSS SEC71ON �. 9`0 z p.) A S IN v'• 35.79 MAX OA. o LL WIDTH o0 0 I � m g v N Kp o v° O� O � � Y v a HARDIYARE MAX DESIGN' INTERIOR EXTERIOR r Fn MANUFACI>[ R MOREL PIUMNE M m E _ KWIKSET KNOB: SIGNATURESHOES ±75 FOAM CORE DEADBOLT: SIGNATURE SERIES(980) 7 a g (POLYURETHANE- g0 KNOB. 7 SERIES(FSI) 1.9 PCF MIN.) N SCLHAGE DEADSOLT: V SERIES(860/62) t 75 -.4. z X • `SEE HARDWARE TABLE PAMEX LEVER: FLSB SERIESGi n..• rn + DEADBOM FD7 SERIES 7`5 :• HOPPE MULTI-POINT LOCK: S•POIW TONGUE +50 FIBERGLASS SKINn,•.' c SEE HARDWARE TABLE (0.125 MIN.THK.)_\�� i < W&F MULTI-POINT LOCK: TRILENNIUM'301V SERIES ±75 N 77A See sheets 5 and 6 for multi paint lock detals. n o s BOTTOM RAIL m _ z z (COMP.) _i "z o z 2 DArE:02 16/12 ? s=E- N.T.S. o s40 DOOR PANEL M.BY: JK m Fberg 02 VERflCAL CROSS SECflON cm.BY. LFS 2 DRAWING NO.: N — FL-15210.1 m G � s•Ne_r—L of 9 0 V . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . e • • ••• • ••• 1-1/4"MIN. �p�`\\ * 1 2 • • • • • • •• • EMB,(TYP.1 .............. 4 4 . • •.• . • • . G .d • • • • • • A =a� 4 • • e•• • •••• • •e• • • S. ••• ••• •e• • • � \ N�M ° fffll Ill\\ a m u 0 •• • e INFERIOR • :-0 •• 1 g 9 p o a J Qma40 7 LC 6i 1 2Cz 3 v X -O 3 o 3ML 0 Z� N rn o Ov 6 EXTERIOR H s E 11 D 27 a v o D 2 1 1-1/4-MIN. N p 3 4 5 EMB.(TYP.) o 0 0 4 4 4 0 z B C r3"\HORIZONTAL CROSS SE"ON 2 1 D a Shown w/1 X sub-buck 0.15, B Y r 5" CSINK C C51 A ° ° � ) ) �� g L INTERIOR L 'o ° a INTERIOR w z LD 7% ° 407 N P ° a ° ° w m L EXTERIOR EXTERIOR Z n v 58 ° DATE 2116112 °z IL 11 9 27 s N.T.S. 9 ( E ) Dwc.er: JK m R ° iQ HORIZONTAL CROSS SEC17ON 2 HORIZONTAL CROSS SECTION ° CHK.BY: LFS 1-1/4"MIN. 3 Oufsving shown-Inswing 3 Ouhwing shown-inswing DRAWM No.: also approved FL-15210.1 H b EMB,(TYP.) also approved o SHEET 3 of J N O � T s . . ... . . . ... ttl I • • • ••• • ••• o , • • • • i • • • • QJ !, ° e ' b e °D °. • • • • • • ° ® d e ° e • ••• • • • • •• • L)N�Z f • • • • e • • • • ^1s E z�ao a n- L1 2 G 3d`o� 4 'mdg� I'' g 0Z0 N 8 E to EXTERIOR INTERIOR a v /nzm 7 1 2 o v EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION o EXTERIOR INTERIOR 4 Shown w/1 x sub buck z o H .. 0 1 VERTICAL CROSS SECTION U 4 Outswmg shown'inswing w y ako approved 8 40 a m!2 cai Z O ? 29 f o LLm� a a EXTERIOR INTERIOR E ° a e a EXTERIOR _ INTERIOR E , e n • d _ _ __ _ g e n � e ° N 30 31 32 33 34 ZS VERTICAL CROSS SEC77ON9 1{ Shown w(ADA th hold 8 36 37 g 38 0 < E � � ° p E � m w z 4 4f Q Q p e m z ° e e ° oA7B 02/16/12 i scALEN 3 VERTICAL CROSS SECTION owc.sr: JK m 4 Outswing conflrguration 4 VERTICAL CROSS SECTION e q Inswing configuration cHK BY. LFS 3 & DRAWWG No.: w FL-15 210.1 N O SHEET 4 of 9 N v f z . . ... . . . ... . .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . ... J O m m 0 • • • • • •• • • o ><.0 0 •• • • • • • ••• •• h cm Z 1w O - 4 0 V. 0a 2X BUCK $$ 0 , 1X BUCK H � a _o �-F 2.17" `a IL(Sas o 25 HO17MULfl-POINTLOCKSET 2X BUCK $8 o o O &Point TonguB" C+ n® I a S _ I 1 X BUCK H _ Y r �m IT g sl ® 2X BUCK IX BUCK n23o 22 c O o � ri ? � z STRIKE JAMB rn¢ a Z U z DAA 02/16/12 i a ® SCALE. N.T.S. 9 DWG.BY: JK m CHK.BY: LFS '! 23 MULTI-POBYTSTRIKEPLATE LATCHANDDEADBOLiSTRIKEPIATE DRAWING ND.: R MANUAL RAISED TONGUE GEAR SYSTEM Tongue system FL 15210.1 0 SHEEP tJ OF 9 0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... fill . . . . . . . . . . •• • • • •• ••• • • ••• • • • • •• • ZO ..z 55 • • • • • •• • a o z°d • \ g=W 9 =� o E0 E oz c of (� d lid 0 Gy J ~ t3 oa o RA o o aW F l! 0 Z t� U O M D ® O K a a o m v g 57 N z z 60 w o x D � o � a MUCK 58 _ 1XBUCK 0 LL O o FZ Z U 11 a DATE:02/16/12 zz SE N.T.S. ° S d 3 °wc.BY. JK m s Q W&F Tn7ennium 3000 SERIES STRIKE JAMB DETAIL cxx.ay: LFS 3 a 3 pt.Lock DRAW NC NO.: N s FL-152�1 ; SHEET 6 O a' . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... (TYP-) 4-1 f4o % 'r. 0 `t SEE HINGE •• g •• ,•' a a z D TYP.HEAD ;, DETAIL(TYP.) i i i � o z ■d z° ti &JAMBS o • (•` 1�Btkdo ••• •• Ld r 9 m°c w om a7. TYP.HEAD �' m a a MASONRY _ E MASONRY &JAMBS OPENING OPENING c zo 9 ff55X �a FRAME ^ z a: 2X BUCK v o �p zo z m 2X BUCK o(A Lu ��J d m �w u- 6 o0 ami o G ^O o T ADA SILL o ~ m ( ONLY a g �m 21 N = BUCK ANCHOWNG SM9E JAMB FRAME ANCHOWNG HINGE JAMB o o Masonry construction V) R CONCRETE ANCHOR NOTES: 1.Concrete anchorfocattoris at the comers may be ad(usted to mafntafn the min. a edge distance to iXBUCK a 2.CeanhorbcaHonsotedas'MAX.ONCENERmustbeodJustedto 9 i maintain the mh.edge cWance to mortar Joints,addHionar concrete onchom 2X BUCK L may be required to ensure the"MAX.ON CENTER"dimer don ore not exceeded. 28 H 1 X BUCK " 1 X BUCKtH 9 z 3.Concrete anchor table: o ANCHOR ANLTHOR MiN. :MIN.CLEARANCE MIAL CLEARANCE 58 2X BUCK i TO MASONRY rOnowcENr 2X BUCK 58 2XBUCK C .:.TYPE ::: SIZE EIufBELSMEkt t�66. ANCHOR �� •..Z oa g TAPP ONe _ 1/4 _l lta' r 4 1X BUCK M 58 2X BUCK �� DATE E1 02 16112 ° UITRACON 27 H IX BUCK MG.By: JK m' Q rtw o 3/16• 1.114 3' 1-1/7 HINGE DETAIL LFS 3 TAPCON Ins�Ang HAOGE L1EfA1L NO.: " g 11 WOOD SCREW lNSTALIATION NOTES: LATCH d LIEADBOLT L1ETAfL o Malnfain a minimum 5/8"edge distance.1"arid dstarroe.&i"o.c.spacing of Ouiwn—g SHEEP 7 aF 9 N wood screws to prevent the spHttfng of wood. -7- - O d . . ... . . . ... •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• • • ••• ••i •i ••�• • • ,\\A. 4.56" Q6 m :Ar ............ OD \� j 8 :I a.,\\ >> � --�—_- •• • • • - •• ' !/!1 1111 ` O aD O -�' • • • • • • I • r��/ l�` z QLRSWING flIRESHOLD OUISWING THRESHOLD ••• i i ••• 'p R h E z c v DLP(40SR) Caumaa High Dam(581) Plaslpro n 9 `ar a O V n mda� a W r IA C I ...__._................._..__ 4.56"------*-I '� 0 9? LL — 4.T "7 N L N 2.36" __.._.. ---2.L OUTSWING THRESHOLD OUISWING 1HRESHOLD WOOD JAMB o 0 32 DLP tQOSH) 1 Caumbfa(575) 2 "�w N o � � o o � o CL a D. �+ 5.62 2 rm o g — o 0.52" H N z = OUTSWING THRESHOLD INSWING 1HRESHOID WEATHERSTRIP �•1 DOOR BOTTOM SWEEP o " Endura(I-Smies) Columbia E�ura Fwcs 5 • Di n o � o d 5.626' 4.56 — PE650 8W z s � a o ® 4.56" I o s i Z a a DATE 02/16/12 z �a cr c. N.T.S. 9 s INSWING THRESHOLD INSWING THRESHOLD 29 ADA THRESHOLD C .BY: LFS 3 Q Endura(Z-Series) �r , (,SCSI DLP L� ME DRAWING NO.. m a FL-15210.1 N p a SHEEP S OF_.L N O 0 z . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... • s s • a s •• • �`p'�. , 8IU OF MATEMALS • s • • • , • • • • REAL# DESCRiMN IAENLAL • • ••• • • • • A iXBUCK SG>=0.55 WOOD • • ••• s ••• • �� B 2X BUCK SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE D 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ••+ i i ••• i•• i•• ••• '��''�m lit% G N E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE • • • • •• + • r • 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 • • • • • • • + • ° i x z •• • • • • • •.•• •• o G 1/4!'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL W E 9 H 3116'x 3-1/4"PFH ITW CONCRETE SCREW STEEL a m a` I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL € o L #8 X 2-1/7'PFH WOOD SCREW STEEL 9 z 0 M #8 X 1-1/7'PFH WOOD SCREW STEEL � �a 1 POLY FIBER JAMB COMP./VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM „ 8 DOOR BOTTOM SWEEP VINYL o 9 4"X f BUTT HINGE STEEL $ 11 #9 X 3/4"PFH WOOD SCREW STEEL N 0 22 3 POINT'TONGUF MULTI-POINT LOCKSET(Mfg.BY HOPPE) STEEL c? o 23 MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL m 27 LATCH STRIKE PLATE STEEL O 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL & 29 ADATHRESHOLD ALUM a ° o' 30 OUTSWING THRESHOLD ALUM/WOOD m 31 OUTSWING THRESHOLD ALUM/WOOD E 32 OUTSWING THRESHOLD ALUMIWOOD E2 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD O 36 INSWING THRESHOLD ALUM/COMP a z 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 55 #10 X 1-1/7'PFH SCREW STEEL 57 BACKING PLATE STEEL o g 58 #8 X 7 PFH WS STEEL 60 MULTI-POINT STRIKE PLATE STEEL 8 62 LOCK ASSEMBLY STEEL. F m`t O M1 0 2 Z U a DATE 02116112 °z SC&L, N.T.S. 9 M.By: JK m 8 cHX.BY: LFS 3 DPAWNG NO.. ¢ s FL-15210.1 N t o SHEET 9 of 9 N b i .k�w`01 — vw..__�,_ ' Lia bpr acts H me Log InUser Registration Hot Top w submit S..rchargs Stats h Fa.m Pubhcationa FBC Stag DCIS SKI Map Links Search k (buses: -Product Approval ,,,� :USER:Wblk User Produa Aaomvat Menu>Product or Aooiicetion Search>Aiai kia ii List>Application Ddea FL# FL10537-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drtve Edgerton,OH 43517 (419)298-1740 rickw@mbldgconsultants.com Authorized Signature Rick Wright rickw@mbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Ematl Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Lyndon F.Schmidt,P.E. Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FI 10537 R2 COI CERTIFICATE OF INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard ••• • ASTM D1929 • • •••�9 6 •••••• ASTM D2843 • • • 1999 • ASTM D635 •• • ••1111130 ASTM E1300 ••Y••• ••••1998 ••III . ASTM E84 • 2000 ASTM G26 •••••• •1995 �••••� TAS 201,202,203 sees •• J994*600 • • • • • • f Equivalence of Product Standards 11111111:111141111: •• ••• • •• ••• Certified By Florida Licensed Professional Engineer or Architect EL10537 R2 Eauiv OF STANDARDS.odf • • •• •• •••••• f •••••• f • Sections from the Code • • • • Product Approval Method Method 1 Option D • • Date Submitted 01/28/2015 Date Validated 02/02/2015 Date Pending FBC Approval 02/04/2015 Date Approved 04/15/2015 SummnoP Products FL 7f Model,Number or Name i Description '10537.1 a."FlberClassle,"SmoothStar","ClassicCraft"or 6'8"Impact"Opaque Fiberglass Single Door-(X)Inswing or Outswing Configuration "ClasslcCraft Rustic" Li e�I e %1 I Installetlon Instructions `Approved for use In HYHL•Yes) I FL10537 R2 II Inst 10537.1.odf pprov or use o de N •Yes Verified By:Lyndon F.Schmidt,P.E.43409 i Impact Resistant:Yes (Created by Independent Third Parry:Yes Design Pressure;N/A Evaluation Reports Other;See INST 10537.1 for Design Pressure Ratings by specific Model and for any other FL10537 R2 AE Eval 10537,i.odf additional use limitations and installation Instructions. Created by Independent Third Party:Yes >..._..—__.—...._....__..._._... _. _..._......_....... �___. iD537.2 i b."FlberClassic","SmoothStar","ClassicCraft"or 6'8"Impact"Opaque Fiberglass Single Door with Sldelite-(OX or XO)Inswing or Outswing "ClassicCraft Rustic" Configuration i Limits of use :Installation Instructions Approved for use in HVHZ:Yes F1 10537 R2 II Inst 10537.2.odf Approved for use outside HVHZ;Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant;Yes I Created by Independent Third Party:Yes Design Pressure:N/A t Evaluation Reports Other:See INST 10537.2 for Design Pressure Ratings by specific Model and for any other FL30537 R2 AE Evai 10537.2.odf i additional use limitations and installation Instructions.(Note-ASTM E1300-98 utilized for areas I Created by Independent Third Party:Yes I Inside the HVHZ) i ...._-------_-----__._........__......----_...............;....__.___.-- --_.....__. _.._...... I 10537.3 i C."FtberClassic","SmoothStar","ClassicCraft"or 6'8"Impact"Opaque Fiberglass Single Door with Sidelite5-(OXO)Inswing or Outlawing I "ClassicCraft Rustic" Configuration ......_..__................................................______.__...._._._..__._.......___..._....... Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R2 lI Inst 10537.3.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 i Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10537.3 for Design Pressure Ratings by specific Model and for any other PL70537 R2 AE Eval 10537.3.odf i additional use limitations and Installation instructions.(Note-ASTM E1300-98 utilized for areas Created by Independent Third Party:Yes inside the HVHZ) i 10537.4 i d."FiberClassic","SmoothStar","ClassicCraft"or 6'8"Impact"Opaque Fiberglass Double Door-(XX)Inswing or Outswing Configuration "ClassicCraft Rustic" ._....__.—.__'_"__._._.__.............._—.—_—.._....._......_.._._...._......................................__........._.._._._...._._._...._—___............�F_...._. --__.__._._.._......_...._..._..............................._—.............__..........................—....... i Limits of Use f Installation Instructions Approved for use In HVHZ:Yes FL10537 R2 iI Inst 10537.4.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmid[,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports i Other:See INST 10537.4 for Design Pressure Ratings by specific Model and for any other I FL10537 R2 AE Eval 10537.4.odf additional use limitations and installation instructions. Created by Independent Third Party:Yes .-......... 10537.5 e."FiberClassic","SmoothStar","ClassicCraft"or 6'8"Impact"Opaque Fiberglass Double Door with Stdelites-(OXXO)Inswing or Outswing "ClassicCraft Rustic" Configuration I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R2 R Inst 10537.S.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 i Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10537.5 for Design Pressure Ratings by specific Model and for any other FL 10537 R2 AE Eval 10537.5.odf additional use limitations and installation instructions.(Note-ASTM E1300-98 utilized for areas Created by Independent Third Party:Yes Inside the HVHZ) ED corHect Us::J801 Blair Stone Roatl.Tellehas_"ee FL 32399 phone:85648]-1829 The State of Florida Is an NVEW employer.Covvriaht 2007-2013 State of Flmitla.::PrWacv Statement::Aaassibigty Statemarn::Refuntl Statement Under Flonda law,emelt addresses are public records.If you do not want your a-mall eddrate released In response to a public-records request,do not eend electronic mall to this entity.Instead,contact the office by phone or by tradrd-al mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,ef/ectNe October 1,2012,Goersees licensed under chapter 455,F.S.meet provide the bepartnvenf with an email address H they have one.The emalls provided may be used for of cel mmmun,catlon with the Ilc-am.However small addresaea ere public record.If you do not wish to supply a personal addrece,please provide the Department with an emall address which can be made available to the public.To determine If you are a bmreee under chapter 455,F.S.,please click here_ product Approval Attepte: Credit Card Safe sees • • 0000 •see•• • e sees••• ase• •sees• sees•• • • s • e 0000 • •e 00000 00.041 e•• •se• •es• sesese • • • • 0 • • • • sees•• asses• • • • •000.0 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 ValrkD.FL 33595 Phone 8 13.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Prodtict Evaltiation.Report Reporf]Vo.: Fl,-I O�j 7.1 Date: Januari, 29, 2015 Product Sub Category Manufacturer Product Name Categog Swinging Therma-Tru Corporation Smooth Star,Fiber Classic,Classic Craft Exterior Exterior Door 1111 Industrial Drive and Classic Craft Rustic Fiberglass Door Doors Assemblies Edgerton,OH 43617 Inswing/Outswing Phone J412298:1740 "152cr Scope. This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt P.E.(System ID# IM)for Therms Tru Corporation based on Rule Chapter No.61G20-3,Method ZD of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limmations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone'(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ'this product icomplies,with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ'requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This products meets missile level"0"and includes Wind Zones?A984fined in 0 ASTM E1996 and Section 1609.1.2.2 of the FBC, : 0 • 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck m;4sbnryPconstruc�s'h?'6 6. Site conditions that deviate from the details of drawing FL-10537.1 require further engineering ana4919 3)p`a licedAlleengineer at registered architect 7. Outswing configurations using coastal sill item 94 meet water Infiltration requirements for"HVHZ'. 8. Inswing configurations and outswing configurations using threshold item#5 do not meet the water irffiftfton re"reawts for th* "HVHZ"and shall be installed only in non-hatiltable areas or at habitable locations protected by an oveRpj pr cans"Buda that flos angle between the edge of canopy or overhang to sill Is less than 46 degrees. 9. See drawing FL-10537.1 for size and design pressure limitations. Supporting Documents 0 1. Test Re2ort Na. Test StandaEd LeSting Lab TEL 01460336-A,B,C ASTM 0635-03,ASTM D1929-96 Testing Evaluation Lab.,Inc. Lyndon F.SchAid;P.E. ASTM D2843-99 STTS00001 ASTM G26-95 Sub Tropical Testing Lon Hicks,VP Operations 15427-107362 ASTM F84-00a Omega Point Laboratories William E.Fitch,P.E. ATI 67508.01-106-18 ASTM D1929-96 Architectural Testing,Inc. Joseph A.Reed,P.E. TEL 06-1031-1 TAS 201-94,TAS 201-94.TAS 203-94 Testing Evaluation Lab..Inc. Wendell W,Haney,P.E. 2. Dravvina No. Prepared by Sinned&Sealed by No.FL 10537.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Therma-Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F.Schmidt,P.E. FL PE No.43409 M02015 Sheet 1 of 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... y • • • • • ` . • • • • • THERMA TRU DOORSERMANTRU * 0 "' ' "' ' 1 1t3 INDUSTRIAL DR., EDGERTON, CAH 43917 iJ•' �°? w F03377SMAX.OVERALLSMOOTH STAR, FIBER CLASSIC • WME WIDTH " ll11tt16tCLASSIC CRAFT& CLASSIC CRAFT RUSTIC : • PANB.WIDTH Z FIBERGLASS DOOR __._.. JI Nile INSWING/OUTSWING "IMPACT' \ c GENERAL NOTES n i. This product has been evaluated and Is in compliance with the 5th Edition(2014)Florida Building Code(FBC) structural requirements inckxing the"High Velocity Hurricane Zone"(HVHZ). z �x 4 2. Product anchors shall be as fisted and spaced as shown on detorls.Anchor embedment to base material z 0 shall be beyond wail dressing or stucco. i v, 2 ' g 3. When used in the"HVHr this product compiles with Section 1626 of the Florida Building Code and does not 0 require an impact resistant covering. m 4. When used in areas outside of the"HVHr requiring wind home debris protection this product compiles with o g Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile ( a levei"D"and includes Wind Zone 4 as defined In ASTM El"6 and Section 1609.1.2.2 of the FBC, a o. m 5. For 2x stud framing construction,anchoring of these units shag be the same as that shown for 2x buck masonry construction. V 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed a engineer or registered architect. in7. Outswing configruafions using coastal sill Item#4 meet water Infiltration requirements for"HVHr. 8. Inswing configurations and outswing configurations using threshold item#5 do not meet the water Infiltration INSWING 37.75"x 82.25" +75.0 -75.0 requirements for the"HVHr and stroll be installed only in non-habitable areas or at habitable locations SMOOTH protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sin 6 STAR OUTSWING 37.75"x 80.75" +80.0 -80.0 ri less than 45 degrees. a TABLE Of CONTIM INSWING 37.75'x 82.35" +100.0 -100.0 SHEET tt MCRIPIION CLASSIC o I T Icai elevations,d prewes& neral notes CRAFT OU13WING 37.75"x 80.75" +100.0 "100.0 a W 2 Door panel detalls(Smooth Star) p 3 Door panel deta0sClassic Craft)) CLASSIC INSWING 37.75"x82.25" +90.0 •90.0 4 Door panel detals(Clssic Craft Rustic C1tAF! _ DAIL' 2124109 i S Door panel detass(Ffier Ciasssic) RUSTICOUTSWING 37.75"x 80.75" +90.0 -90.0 3 N.T.S. e 6 Horizontal cross secN�s "0".BY. AL m 7 vertical cross sectiom INSWING 37.7W x 82.25" +75.0 -75.0 CNK.BY. LFS a me 8 Buck and froanchoring-2X buck masonry construction FIBER ORAWIMS No.: 9 Frame anchoring-1X buck mosoroy construction CLASSIC OUTSWING 37.75"x80.75" +80.0 -80.0 FL-10537.t o 10 fill of materials&components sneer i or 10 103� — O . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 44 41 • • i] • • i •• � •i •• ��•• � m 47 EXTERIORkt 47 • •• • • • • • 't $ �o :V'• � orro • • • //I/ •*•• lllll 00 8 „z INTERIOR • • i i i•• i i h v t� x i 2 •• • • • ••• •• 2 1_ HORIZONTAL CROSS SECTION �a °a a li 2 2 47 a (� a V 3 N --a.to----a z� r 1 s I Ire 2 v 1.53" T - M- EXTERIOR INTERIOR U r a D � 42 TOP RIUL 143 lOClf STILE ��;r s DETAIL A-A ro &40 ?OORPANEL mooth 51� NOTE:WOODILVLOOM?ONENIS:PINE(SG>=0.42) 41 I N U 00000000 oocooco Wo 0 00000000 N 0000000 I LSA 00000000 000 000 153" 0000 0000000 O 00000000. .� 46 �0. i 0000000 00000000 0-0000- 00-000 .?^ -L G]fLG"L J F;J�r 45 0000000 fly �nF ^N 0000000 000 28.86%OPEN F 0 000 00 o AREA MAX. HINGE STILE 45 BOTTOM BA►L o 0 N^Z U 0 0 0 0 0 0 2 VER CROSS SECTION ah: 2124109 z 0000000 00000000 9 0000000 WAE-. N.T.S. e 00000000 DWG.BY: AL m MAILA•A cxc ev: LFS 3 Panel reinforcement o� G Efm FL-10537.1 13 a WET 2 of 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • ••• 54 57 51 •5� i • 61 • i •• • • •• ��Q:'•• •�°•��G 56 EXTERIOR • ••• • • • • _ .. -a m m q INTERIOR ••• : 6••• :0. e•• ••i v o xis 1 HORIZONTAL CROSS SECTION56 52 M IL a 5t �d 9 4.06° 57 A 0 TYP.4 13 CORNERS �w 0� OF PANEL r ro 0 EXTERIOR INTERIOR 0 a ^ D 52 TOP RAIL LOCK SillE DETAIL A-A DOOR PANEL c> Cbntc Craft a NOTE WOODAW COMPONEMS:OAK CAP,PINE CORE(SG x 0.42) 57 N 00000000 z O 4 Z 0000000 f 1.44"1 - w0 00000000 S 0000000 5tN 00000000 pp 5 0000000 �1,49 .{ 0000000 00 O 0.34" Y, 560 00000000 E� L 0 %//1(� 0 rai 55 ^N 009 NNQ 00 28.86%OPEN �No 0 AREA MAX. HIN E SfllE SS BOTTOM RAIL 0 n O N^Z U 0 0 r2 VERTICAL CROSS SEC71ON DATE: 2 24/09 Z 00 D 00 3 ecce N.T.S. d 2 00 DWG.BY. AL m DETAILA•A auc.Ery.- LFS m Panel reinforcement FL FL-10537.1 n o SHEEP__L OF 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . `,%W------ Q4 31 �•' ' • 31•• • ••• �J� j// • • • • • � . / 35 36 EXTERIOR 3 : ; ' •' • •• ;S' ' i INTERIOR :•• : : 32 h E z o 1 HORIZONTAL CROSS SECTION ` 'm a°a 4 • 31 �a ® 1.43'-1 1 3J ® I 1.49° TYP.4 .(riU �+ Q-. 13 CORNERS EXTERIOR INTERIOR OF PANEL o o oU O � L P j � BOTTOM RAIL a ��m s DETAIL A-A J DOOR PANEL o ^ 31 Classic Craft'.nk NOTE:WOOD/LVL COMPONENTS:OAK CAP,PINE CORE(SG x 0.42} 36 N 000000 - o Q 0000000 000000N 0000000 405' 00 a: 000000 t-i- 0000000 000000 0000 0000000 00 34 z 0000000 ^^ 000000 TOP RAIL 0000000 ? A-A 32 ^� N 0 N Q J B 000000 .9 O � N 0000000 �21 VERTICAL CROSS SECTION 000000 28.86%0 EN 4 N'z � 0000 AREA MAX, LOCK d HINGE STBE oaTE 2/24/09 i 00000 0000 0 'c 000000 sc.— N.T.S. 2 0000000 owc.er: ql m DETAIL A-A cHic er: LFS Panel reinforcement u� Hc FL-10537.1 0 SHEET 4 OF 10 • • ••• • • • ••• • • • • • • • • • • 66 67 61 EXTERIOR 6T i• •• +• 63 • • C: m • • Al i•• i SON': * � W I JL 4c PV z goo fit IM 8 m • • • i i • i. i i•• h S xz°d 2 INTERIOR •• 6 • • • •G•+ •• 62 E zo 5 66 K 9 0 01<' HORIZONTAL CROSS SECTION LL m'dci a 5 67 lo aZ 61 0 ® �4.10°� �$ 0 T ILl�1ll� P �m O EXTERIOR INTERIOR of � o 0 a D � � TOP RAN. � LOCK STILE 1010 s DETAIL A-A � FDOOR PANEL F CCRI a NOTE.,WOOD/LACOMPONOM:PINE ISG>=0.42) 6T N 00000000 - Z 0000000 �o g 00000000 �{ V) 0000000 1 7')g, 67 uiN W 00000000 0000000 000000 000 O O 1.5y -� 66 00000000 L00,OOOOOO 00 000 Y��1Ldf� 65 �N $ 00 OGq ^F n 000 NNQ 00 28.86%OPEN N� m AREA MAX. HINGESTILEzOZ O 00 �VERTICAL CROSS SECTION oA,E 2/24/09000scaF N.7.S. 00000 DWG.BY: AL m 2 r LFS DETAILA•A DRAWIN NO.: 3 Pones reinforcement rc FL-70537.1 0 sir 5 Or—7 0 ro o — B .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... •%.% • • . ..• . \\ �Irf•, 7 7 • • . . °q Op �y too- SS��l3 iC0 m i • 6, cg�3•;Z INTERIOR ' ' ' •y 9 19 ° 0 �da� 3 6 18 EXTERIOR 40 30 14 60 50 A n z W } Nfn E 1-1/4"MIN. w W ovvfi E p d EMS.(TYP.) �m �� D 3 HORIZONTAL CROSS SECTION p �I o BiLi 3 6 4 5 6 Shown w11X sub buck g & n ] ] ] ] a a ° L � m o 1 S' 0.15" SINK C'SINK YP.) (TYP) < o ° > N 0 10INTERIOR INTERIOR 0 S� ri Z N N 0 ° Z 0 U 12 12 30 40 EXTERIOR EXTERIOR N^ � � 14 — 2124109 i L C 2 1 11 16 SME: N.T.S. 9 1-1/4"MIN. so 60 60 50 C F EMB.(TYP.) E Bwc.BY: ALCKK m' HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION EMS. MIN. DRA Br LFS 6 Oulsvingshown-inswing EMB.(TYP.) nwwRc�.: 6 OutsNdn9 shown-lnswing FL-10537.1 0 also approved also approved a SHEEP s OF 10 d . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... .410 E ° • • ••• • • • • • 4.7 E Q •.• a m . ° °> � ° o d —+—ice'• •i• i * � ?��t<'m DIt B J . a ••a• .. i 00, 000 •• INTERIOR EXTERIO�•i�•• gy� > m z ' L • • • • 9 •• • fffll 1 11 „z 30 40 L► �$w A ��•��••• •• t0 E zmao c 5 so 60 71 IL u. LLm• SZ 40 3040 30 g$ 14 p� 60 50 10 g o v 60 50 10 9 E c > EXTERIOR INTERIOR EXTERIOR INTERIOR • • �$ o 11 VERTICAL CROSS SECTION K-2-'�VERTICAL CROSS SECTION r31 VERMAL CROSS SECIION g 7 a0�having shown-msw ng 7 Shown wll X sub-buck w� "' PProved 7 Outswirrg confton o o sea general no es,sheet 1 m for'HVHP Water inftBrafion a requirements �I o a a s EXTERIOR INTERIOR EXTERIOR INTERIOR m a 30 40 30 40 INTERIOR EXTERIOR N U � s 6 50 60 50 60 g o 0 SNS 1 2 7 3 7 4 10 30 40 0 o 50 60 00 as ri a E E E » z 1-0 O DAM 2124109 z scute: N.T.S. n r4- VERTICAL CROSS SECTION K �VERTICAL CROSS SECTION 6 VEIMCAL CROSS SEC110N 0M G w' AL m 7 Inswing conftgurafton 7 Inswing configurafton 7 Outswing conflg�ration crw er: LFS 3 see general notes,sheet 1 see general notes,sheaf 1 see general notes,sheet 1 DRAWMG No.: d € for"HVHZ°waterinfOtratton for"HVHZ°waterinfiltration for"HVHT'waterinfiltraflon FL-10537.1 e requirements requirements requirements a G sheer 7 ov 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 11. • • • • •:• : =� * ? Keg 5" •• 4" O.C.(TYP.) ° NO CO . . .. .. 11 ► � .:_ a 0 S nzi TYP. D TYP. D ••� . . . . . L � tlk E® 9 �a TYP.HEAD& �3 �\ a a e MASONRY MASONRY MASONRY JAMBS u OPENING OPENING OPENING ;? d a FRAME NZ 2X BUCK 2X BUCK o v 2X BUCK z E a:$ CR 'ate m W� oo a a mm � yam s BUCK ANCHORING BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB DP<=BD psf 80<DP<=100 psf Masonry 2X buck construction T 3 c N �o a S CONCRETE ANCHOR NOTES: N 1.Concrete anchor locations at the comers may be adjusted to maintain the min. 11 0 0 * edge distance to mortar joints. 2. Concrete anchor locations noted as MAX.ON CENTER"must be adjusted toL c maintain the min.edge distance to mortar joints,additional concrete anchors _� 15 Z may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. t Z = l Z 16 n N z 3. Concrete anchor table: a ANCHOR ANCHOR MIN, MIN.CLEARANCE MIN.CLEARANCE N N Q j s TO MASONRY TOADJACENT ^N m TYPE SIZE;, �MNEtltiIENrt EDGE ANCHOR 14 z :.. 12 N^Z U ITINTAPCOO 1/4" 1.1/4° 2" 4" 12 DATE: 2124109 °z_ ELCOscam N.T.S. ULTRACON 1/4" 1'1/4" 1" 4" HINGE DETAIL LATCH&DEADBOLTDETAIL DwD.13Y. AL m WOOD SCREW INSTALLA17ON NOTES: CHR.BY, LFS 3 WNG NO.: 1.Maintain a minimum 3/8"edge distance,1"end distance,8 1"o.c.spacing of DMFL-10537.1 0 wood screws to prevent the splitting of wood. a o SKM8 OF 10 .. .. . . . .. .. . . . . . . . . . . . • • • • • •• • `` A•••,..... �, mm °• 6° �� • s ••i • • e• • i •• S •�% 3 • + • ;o �m a• %�Y' :�$a n TYP.HEAD •• • • • • • ••• •• �,••• 04, > m J JAMBS • • • • • e • � ••• • i ••" •" • ••• s + • •• • ''��1••11111 -♦♦ ' mi i l i i ••fni i • • * v o x MASONRY •e • • • gj• :0o •• g E Z& o OPENING N , 9 61 4 17 `oz a tt 15 FRAME � ci u 17 14 mo ci o 0 1X BUCK LATCH dDEADBOLTDETAIL C w� U � � O O ~ • • • V HINGE JAMB FRAME ANCHORING STRIKE JAMB g' Masonry IX buck construction o 0 �b E S CONCRETE ANCHOR NOTES: N 0 0 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. N 3. Concrete anchor table:ANCHOR ANCHOk M/N. /Y11N.CLEARANCE MIN.CLEARANCETO MASONRY TO ADJACENT z EDGE ANCHOR a z v ITW wrc: 2/24/09 1i ® 1/4" 1-1/4" 2" TAPCON 4" HINGEDETAIL SCAM N.T.S. 9 IT1N 3/16' 1-1/4" 3" 1-1/2" �•BY. AL m TAPCON® chic Br: LFS 3 WOOD SCREW INSTALLATION NOTES: GRAWINC NO.: � 1.Maintain a minimum 5/8"edge distance,I"end distance,&i"o.c.spacing of FL-10537.1 0 wood screws to prevent the splitting of wood. °n o sNEL7 9 of 10 BILL OF MATERIALS • • • • ��`��` * i��i' REM DESCRIPTION MATERIAL ITEM DESCRIPTION • • • •• • �`� :''••• ��i a MATERIAL A 1 X BUCK SG 2 0.55 WOOD 30 CLASSIC CRAFT RUS11C 19OR14EE DOOR'PAWEI DET ILS•ET DETAILS �' •. B 2X BUCK SG 2 0.55 WOOD 31 DOOR SKIN 0.095' C R C SI MIN. • FIBERGLASS C MAX.1/4"SHIM SPACE 32 TOP RAIL CLASSIC CRAFT RUSTIC WOOD tp D Ile X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL 33 LOCK$HINGE STILE(CLASSIC CRAFT RUSTIC) WOOD/LVLMASONRY- ?�j.:, • �� ro E 301 OR HOLLOW BLOCK CONFORMING O ASTM PSI MIN.CONCRETE IC ONG TO ACI CONCRETE 3355 PANEL REINOTTOM NFFO CEMENXI023"fHK?Cmuc ERA rT C• STEEL 'L(CLASSIC QUFT SUSJIC) COMP. '��,•••�•• •• `` ri G 3/16"X 3-1/4"TTW CONCRETE SCREW STEEL 36 FOAM CORE • • • • POLYURETHANE pit/►►t. H 1/4"X 3-1/4"ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR- R IANEL METAL 9NEO FOR DET \ Y i�$� J I/4"X 3-3/4"TW CONCRETE SCREW STEEL 41 DOOR SKIN 0.065"THK. SMOOTH STAR) =6, PSI FIBERGLASS E• L #10 X 2-1/2"PFH WOOD SCREW STEEL 42 TOP RAIL SMOOTH STAR COMP. ` ' " 50H a 1 INSWING ADJUSTABLE THRESHOLD(LS300AJ ALUM./WOOD 43 LOCK STILE SMOOTH STAR WOOD/LVL �? 4 , 2 INSWING THRESHOLD(MWHP5) ALUM./COMP. 44 HINGE STILE SMOOTH STAR WOOD v zo 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD(ISP30M) ALUM./COMP. 45 BOTTOM RAIL SMOOTH STAR COMP. d 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 46 PANEL REINFORCEMENT 0.023"THK. SMOOTH STAR STEN 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 47 FOAM CORE POLYURETHANE 6 INSWING THRESHOLD ALUM./COMP. 50 CLASSIC CRAFT DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.095'THK. CLASSIC CRA =6,000 PSI MIN. FIBERGLASS c 8 JAMB PIN SG>=0.42 SMOOTH STAR,FIBER CLASSIC WOOD 52 TOP RAIL CLASSIC CRAFT COMP. m o 9 JAMB(OAK)SG>=0.67(CLASSIC CRAFT&CC RUSTIC) WOOD 53 LOCK STILE CLASSIC CRA WOOD/LVL g ilo 10 WEATHERSTRIP FOAM 54 HINGE STILE(CLASSIC CRAFT) WOOD/LVL v' a 11 HINGE STEEL 55 BOTTOM RAIL CLASSIC CRA COMP. W oc) 12 1#10 X 3/4"PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023"THK CLASSIC CRA STEEL 13 #9 X 3"PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE I o m 14 LATCH STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS o 15 SECURITY STRIKE PLATE STEEL 61 1 DOOR SKIN 0.065'THK. FIBER CLASSIC Fy=6,000 PSI MIN. FIBERGLASS as 16 #8 X 2-1/2"PFH SCREW STEEL 62 TOP RAIL FIBER CLASSIC COMP. ' } s 17 #8 X 3/4"PFH SCREW STEEL 63 LOCK STILE IFIBER CLASSIC WOOD/LVL 00 18 KWIKSET PASSAGE LOCK-SIGNATURE SERIES I STEEL 64 HINGE STILE FIBER CLASSIC WOOD 19 KWIKSET DEADBOLT-SIGNATURE SERIES 980 STEEL 65 BOTTOM RAIL FIBER CLASSIC) COMP. V 66 PANEL REINFORCEMENT 0.023"THK. FIBER CLASSIC STEEL `* 67 FOAM CORE POLYURETHANE N m 1 5.72' 1 (�— 585" 0 0 5.97" 4.ST' In a (� THRESHOLD 2 THRESHOLD T Ins t9 adjustable Irtnwn9 adjustable THRESHOLD '� — — r 3 TORSHOD Voasanvrin9 elfadjust W 5.63" N N ao a 5.75 j 4.56"�� N Z n T I DAM 2/24/09 i c y n scot N.T.S. ° Dwr.BY: AL m 5 THRESHOLD THRESHOLD 9 6 HEAD 3 SIDE a« B' LFS d DRAWING K0, ¢ Outswtn9 standard I Jamb FL-10537.1 ro max.dP rating=+/-50.0 psf smw 10 or 10 3 �x��' �'�hates h, s¢•ag'�: w4N"e'§ s, '"I .pF'a. ,�s�°��7= BCIS Home Log In - User Registration Hot Topics Submit Surcharge Stats&Facts ` Publications ( FB C Staff BCIS Site Map Links Search i 7J Product Approval *USER:Public User Product Approval Menu>Product or Application Search>Apolication List>Application Detail FL# FL14569-117 N Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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 0000 Address/Phone/Email 3737 Lakeport Blvd. • • •••••0 .••.•• Klamath Falls,OR 97601 • • • • (800)535-3936 • • i • • customerserviceagents@jeld-wen.co"•;•• 96*:••• •••••• Quality Assurance Representative • • • • • •••• • •• ••••• Address/Phone/Email • • •••••• ••• • ••••• •• •• •• •••••• Category Exterior Doors •••••• • •• Subcategory Swinging Exterior Door Assemblies : • : • • **too* Compliance Method Certification Mark or Listing •0 • 000 ; • • Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/11/2015 Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/2015 Summary of Products j FL# Model,Number or Name Description 14569.1 Contours Steel,Wood Edge Full Lite Door, Outswing, 6'-0"x 6'-8" LiMits of Use Certification Agency Certificate pproved for use in HVHZ:Yes FL14569 R7 C CAC NI006255-R7 Certificake.pdf pprove or use outer a Z:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure: +60/-60 Installation Instructions Other: Product must be installed per manufacturer FL14569 R7 1I 3WO509-03 Instailation.pdf instructions as stated on drawing 1W0509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3392.odf Created by Independent Third Party:Yes 14569.2 Contours Steel,Wood Edge Full Ute Door,Inswing,6'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006255.02-R3 Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j Impact Resistant:Yes 06/30/2019 Design Pressure: +60/-65 Installation Instructions Other: FL14569 R7 II 1WO509-04 Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports i FL14569 R7 AE PER3393.pdf Created by Independent Third Party:Yes 14569.3 Contours Steel,Wood Edge Full Lite Door, Outswing, 6'-0"x 8'-0" Limits of Use Certification Agency Certificate • • Approved for use in HVHZ:Yes FL14569 R7 C CAC NIO06254 R5 Cer0cafe.iadf Approved for use outside HVHZ:Yes Quality Assurance Con$act.M%piration•DA* ••••• j Impact Resistant:Yes 09/30/2019 •• • •••• .• s Design Pressure: +50/-50 Installation Instructiortise e e e e ••;• e e e e; Other: FL14569 R7 II IW05 201 -07-02. df Verified By: Hermes Nore0 8 ;•••• Created by Independent JIM?Party:Ye:•• •• • Evaluation Reports •••• • •• •••e• FL14569 R7 AE PER33W rAdf • e Created by Independent J�j?j ePdrty:Yes •e• • _�_ __ e • - 14569.4 Contours Steel,Wood Edge Opaque Door,Inswing/Outswirig,•w/or w/o Im,Pact&Non- • Impact Rated Glazed Sidelites, 12'-0"x C.V e e •e•••• g cy i•� � e•eee• Limits of Use Certification Agency C r rta Approved for use in HVHZ:Yes Fi 14569 R7 C CAC NIOI1062 NI011062 Oct Ctertificate pd_f e Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Dafle• Impact Resistant:Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other: FL14569 R7 I1 3W032012FL Installation.odf Verified By: Hermes Norero 73778 I Created by Independent Third Party: Yes i Evaluation Reports FL14569 R7 AE PER3321,2df Created by Independent Third Party:Yes 14569.5 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sidelites,8'-4"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC N1011061-R1 Certificate,odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I Impact Resistant:Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: FL14569 R7 II 3W072012FL Installation.pddf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports 3 FL14569 R7 AE PER3322.pdf Created by Independent Third Party:Yes 14569.6 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/o Sidelite,8'-11"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NIO11082-R1 Certificate.(�df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant.Yes 08/31/2019 } Design Pressure: N/A Installation Instructions Other: FL14569 R7 II S-2104 Installation.1df Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes 111 `Evaluation Reports FL14569 R7 AE PER3398.Ddf Created by Independent Third Parry: Yes i 14569.7 1 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/out Sidelites, 8'-11"x 8'-0" Limits of Use Certification Agency Certificate j Approved for use in HVHZ:Yes FL14569 R7 C CAC NI011096-R1-NI011096 01- Approved for use outside HVHZ:Yes RI Certificate.Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 08/31/2019 Other: Installation Instructions FL14569 R7 II S-2108-Ol.pdf Verified By: Hermes Norero 73778 i Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3832,odf Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to 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: 0000 Ej FM 99 10 • • • • 0000 0000•0 •• • •000 • Credit Card ...... .... ....• .. Safe •0••00 • • • .... . .. ..... ...... ... . ..... .. .. •• ...... . . . . ..so •000.0 •• 0 000 • • 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 ' Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:295713 954.744.4738 FX contact@buildingdrops.com Product r uati effort Of JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Outswing Impact Glazed Single or Double Door Unit for Florida Product Approval Report No. 3392 Current Florida Building Code ' . . .... ...... ...... .... ...... Method: 1 —A (Certification►}:.. Category: Exterior Door AsseWly :'.•.. ..... 0000 • Sub— Category: Swinging Exterior—Door Assemblies ..:..' •• •• •• •••••• • Product: Contours Steel Door, fVobtt Edge. ••.• Material: Wood/24 Ga.Steel ••• ;.•••: Product Dimensions: 74"x 80.75" •••. : • Prepared For: 3737 Lakeport Blvd. Klamath Fails, OR. 9760 O Prepared by: wQ` .•'' Hermes Norero, P.E. 7 Florida Professional Engineer#73778 Date: 01/26/2015 :�. r t Contents: 1-� '"" •..,��•,,.•• ` Evaluation Report Pages 1—5 �4ii `sS!0(yAL � ♦��` Digitally signed by Hermes F.Norero,P.E.'11, e� orero,P.E. Reason:I am approving this document Florida No.73778 Date:2015.02.0911:15:53-05'00' BUILDING DROPS Date: 01/26/2015 A Perfect Solution in Every Drop Report No: 3392 Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Door Assembly Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(1)(a) Product Name: Contours Steel Door,Wood Edge (Impact) 74"x 80.75" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E.(FL##73778)for JELD-WEN Inc. based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the currentAarida BuldPhg Codi ...... .... ...... See Installation Instructions JW0509-03,signed and sealed by Hermes N®r.®ra}�.E,(FL#43778)for specific use parameters. sees •• • ...... ... . ..... Limits of Use: :00:0: • 1. This product has been evaluated and is in compliance with the cerrenteFlorictP&d&g Code-, • including the"High Velocity Hurricane Zone" (HVHZ). ' 2. Product anchors shall be as listed and spaced as shown on details Anchor embe4lient into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509-03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-03 for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS Date: 01/2/2015 A Perfect Solution in Every Drop Report No: 3392 Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc.(FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory,Inc. (FBC Organization#TST1589) Report#: NCTL-210-3195-1, Report Date:01/08/2013 Report#:SJW2011-070, Report Date:06/03/2011 2. Quality Assurance 4046 National Accreditation and Management Institiste •Go*** 0669:4 4 (FBC Organization# QUA1789) •••� •••• • 640.00 •06• 0.0000 3. Certification Agency 0. •••••• National Accreditation&Management institutdjm• '4•• .•••• (FBC Organization#CER1773) ° •• •6 0 0 •4446• 4. Material Certification ••+•4• • • • • • 046440 Miami-Dade RER—Product Control Section N04 •••••• Eastman Chemical Co.—Saflex HP Interlayer °• 6•. :°"°: 5. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84-08 Report#:3113726SAT-001 R1 Report Date: 03/13/2009 Hermes Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS � A Perfect Solution in Every Drop Date: 01/26/2015Report No: 3392 Certificate of Authorization:29578 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions,it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FSC including HVHZ provisions. Installation: 1. Approved anchor types and substrates are as follows: 4000. 0 0 . . . 4040.... Through Frame Installation: 4040. • 4040 4040.. A. For 2x wood buck substrate, use#10 Wood Screw type installatiP"nchar,4pf sufficiept 40:. length to achieve a minimum embedment of 1.50"into the vmAsabstrate.• • 004040 4040 40 • • B. For concrete or masonry substrate where one by(1X), non-struc viral,wood trucking*is*:•&• J400 . 4040. . 4040... employed,use 3/16"diameter ITW Tapcon type concrete scre*.��tchors of Sy icien�,4004000 length to achieve minimum embedment of 1.25" into concrep-KriVasonry. 4040 40 . &*to% :00*:* C. For concrete or masonry substrate where wood bucking is N%Jod*roploye;0Vse.3/16';••••; diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions(JW0509-03)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF Negative 60 PSF Hermes Norero,P.E. Florida No.73778 Page 4 of 4 • • ••• • • • ••• . . . . . . . . . . . . JELD°'WEN® Steel ... ,,, CONTOURS STEEL DOOR,WOOD EDGE i i i•i • • • • 6-8 OUTSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNiT • • • •• • • 74" MAX. OVERALL of>rn o UTILIZING COMPONENTS FROM ODI?INC.AND • • ••• • O_ ' 07 FRAME WIDTH O m o M N ENDURA PRODUCTS INC. 37 1/2- MAX. at 0 w o 0200x1 FRAME WIDTH 36 1/2" MAX. 48 Mo co m 35 3/4" MAC•• • i ••• i•• i•• •• PANEL WIDTH a Y r GENERAL NOTES PANEL WIDTH ••• • • • • •• •• FWJASTRAGAL 0-j m Lo U) 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING ••• • • •• ••• • : w I_«•� R CODE(FBC),INCLUDING HVHZAND HAS BEEN EVALUATED IN ACCORDANCE WITH gt M E THE FOLLOWING: m TAS 201-94 TAS 202-94 TAS 20394 20 1/2- 2.WOOD BUCKS BY OTHERS,MUST SEANC14ORED PROPERLY TO TRANSFER CD 20 1/2" O w _ MAX — 20MAX _ p LOADS TO THE STRUCTURE. i MAX o x = D.L.O. D.L.O. o x (Wg 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. w y 6 D.L.Q. w w W w o I_ ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING INACTIVE ACTIVE ' Ta o j OR STUCCO. w D m 0' OPP. / 0 EL o CD 4.D ESIGNED PRESSURE RATING SEE TABLE I.PAGE 1. 1 Jr 3 3 3 aD �5 3 p 5.THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY A C a C E O C qg U 0 •t HURRICANE ZONE(HVHZ) / N / 4 v 4 3 / 4 m 'a 0: HURRICANE Z 6.PRODUCT DOES NOT REQUIRE SHUTTERS \ \ \ \ O—M O o�0 4 LU �o RESIDENTIAL INSULATED STEEL DOOR (Common to all hams conditions) DOOR LEAF CONSTRUCTION: Face sheets: 24 GA(0.021"min)thickness.Galvanized steel A-525 coo o: UW commercial quality AKDQ per ASTM 620 with average minimum yield I z o E Z strength Fy(ave)=30627 psi. A A 8 A A B A 0 so En Core Design: Expanded polystyrene with 1.0 to 1.2516s density,by Jeld-Wen i . 2 4 2 4 2 4 a 0 Panel Construction: The active and inactive panels are constructed from 24 GA REF ASTRAGAL BOLT ITEM # 12 m (0.021'min)galvanized steel.The face sheets at top and bottom are bent 901 over (n All o: the top and bottom rails.The top rail measures 1.0"high x 1.688"wide.The steel SINGLE QM)VINC UNIT(X) DOUBLE QUTSWINC UNIT(XX) 0Z ZZ bottom rail measures 1.21"high x 1.688"wide.The sides of the face sheets are roll SCALE. 1/2" =1'—O" SCALE.- 1/2" =f'—O" MO 9 00 formed into the latch and hinge allies which measure 1.00"high x 1.688'wide.The of oV)Ln interior cavity is filled with expanded polystyrene.The face sheets are glued to the p a�j i al EWED expanded polystyrene.The panels are cut out for the two-piece ODL Aluminum ALL DOOR MODELS ARE ViE ALLEN frame.Units are glazed with tempered and laminated impact 1"IG.On FROM THE EXTERIOR SiDE w�O�� Z double door applications the inactive door is fitted with an extruded aluminumx w o w w Ln astragal of 6063-T5 alloy,manufactured by Endura. TABLE! DESIGN PRESSURE RATING L�w a w w Frame Construction: The frames are constructed of fingerjointed pine Jambs APPROVED FOR USE WHERE PROTECTION FOR WATER NOTES: measuring 4-9116"x 1-1/4':The head jambs are mortised and buttjoined 10 to o the side jambs,and attached with three(3)16GA 7/16"crown x 2"long INFILTRATION IS REQUIRED 1 — ALL VIEWS FROM EXTERIOR. LU 2 — FOR HORIZONTAL ANCHOR IN 1 X BUCK OPTION IN o n sla les on each side.The threshhold is attached to the side jambs with �T� .60.0 PSF oe0 q three(3) 16GA 7116"crown x 2"long staples on each side. NEGATIVE -GO.O P MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. a a o Glazing: ODL insulated lite is 1"overall thickness,consisting of one(1) 3 — FOR VERTICAL ANCHOR IN 1X BU �><DR7q pane of 0.125"tempered glass;0.5"airspace;two(2)panes of 0.125" TABLE OF CONTENTS MASONRY/CONCRETE. SEE IN FF ILS. w o v m a z i annealed with.090"PVB interlayer by Solutia.All Ines are sandwiched Si FEET# DESCRIPTION scAie AS NOTED glazed into the panels. O DATE 6118113 1 TYPICAL ELEVATIONS �, 7 2 VERTICAL CROSS SECTION&BILL OF MATERIAL DWG.9Y: EAG 3 HORIZONTAL CROSS SECTIONS cHK.sY:S. SAFFEL 4 OPTIONAL 1X BUCK IN MASONRY/CONCRETE CROSS SECTIONS i DRAW NG NO.: 5 ANCHORING LOCATIONS ��!� Digitally signed by Hermes F.Noreen,P.E. � g 111010509-036 COMPONENT DETAILS Reason:l am appmving this dmumem 7 UNIT COMPONENTS 5.02.0911:14,D4-05'W FePsc pf1411 .2aM SHEEC T OF 7 . . . . . . . .. . . . • �-- 1" MIN.— 1" MIN. Item DESCRIPTION Material M 0 • 1 SIDE JAMB 1 1 4 x 4 9116'FINGERJOINTED PINE PINE 1-221 Q 1 ••• • ••• 2 HEAD JAMB i 1 4"x4 9 i6"RNGERJOINTED PINE 1MIN. MIN. 19 I MIN. • • •1 o Mme'�• • • 3 4" x 4" BUTT HINGE 12GA. .089" MIN TEEL w••• • • I • 4 9 f" PHI%P FLATHEAD WOOD SCREW STEEL �e ti• • • 9 5 10 PHltllPS HO SCREW WITH 1 1 2"MIN. EMBED. STEEL v 0 -M / 20 6 10 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL C > In C> MIN. EMB. ?, SHIM THK. 7 8 X 3" PHILLIPS FLATEHEAD WOOD SCREW STEEL p mcn a o 20 8 8X1 PHILLIPS FLAT MEAD WOOD SCREW STEEL c 20010 2 •• • • • • • • 9 COMPRESSION WEATHERSTRIP Q-LON ODS-650 WNYL0.00000 11 OUTSWING THRESHOLD ENDURA ALUMINUM 12 ASTRAGAL THROW BOLT STEEL ROD 5/16 x 18 STEEL v v Lo 1/4" MAX. SEE 0• Z• 73 ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL q ti LL to 4 SHIM THK. DETAIL SHT. 7 26 SEE •• • • ••• ••• 14 �6 Co. 7 I6ROWN x 2°LONG STAPLES STEEL N HEAD JAMB x M m a LL DETAIL A 15 KWIKSET LOCK SERIES 400 STEEL $ E SHT. 7 26 16 KWIKSET DEADBOLT SERIES 780 STEEL 2 28 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM Y 1 5 9 Z 28 18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL 21 1 34 9 19 2x WOOD BUCK WOOD 20 NON COMPRESSION SHIM WOOD 30 21 DOW 995 SILICONE SEALANT SILICONE w 30 21 22 1 IMPACT IG ASSEMBLY BY QDL GLASS 0 2 1 8 TEMPERED GLASS GLASS o 21 21 2-4-3 8 LAMINATED ANNEALED GLASS GLASS o j to 21 2i 25 LOCK BLOCK SOUO WOOD x 12 LG WOOD 26 TOP RAIL LVL LVL O 0 ct_ SEE 2 27 BOTTOM RAIL 25GA1.MIN GALVANIZED STEEL STEELDPAW DETAIL G EXTERIOR U o w� o SHT. 6 = o SEE 28 STS RLpAN KM MATERIAL 2�GALVANIZED STEEL O a w DETAIL G EXTERIOR 23 ' -4 SHT. 6 29 A-525 COMMERCA.QUALIN 0.021"MIN. THICK. p-m g o 30N ALUM ALUWdUM 0w 23 31 I L VL LVL w?o t 00 22 4 a 2 LATCH SIDE STU(FiNcER JOINTED LvQ LVL M j } 24 g 22 33 8 x 2 PHIL UPS FLATHEAD WOOD SCREW STEEL t-O w V- o 34 3 i6 ITW BUILDER TAPCON WITH t.25 MIN.EMBEDMEM STEEL v1 p w tim X I !0 0 24 35 OPTIONAL 1x WOOD BUCK WOOD ? ro Z O to OR O �a ate.NNN a \ 21 21 m ro 30 2p o 21 t NOTES:FOR TAPCON MASONRY AND WOOD SCREW ANCHOR - N 28 co 30 21 SPACING (ITEMS #5 & #34), SEE SHEET 5. -o- 29 o ci�rx P7 28 FOR VERTICAL ANCHOR IN 1 X BUCK OPTION IN r- z z 27 2g MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. w ov 01 0 o OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW r z¢w w 11 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Of 1 5 1i EMBEDMENT IS ACHIEVED. m m o 1 0o w 34 o m�o ;. sr F 1 1/2" MIN. EMB. ,��S • i a �iG w a U m¢z 19 ^`r % Ao% DATE: 6/18/13 * r °:..* scALe AS NOTED \Zm CHK. By: EAG aHK MIN. 1" MIN. T l'W C .er.S. SAFFEL MIN. MIN. % `� ORANING NO, 3 A URTMA4 CROSS TYPI 3 B V T C R 10 �� e JWO5O9-03 2 WOOD FRAME INSTALLATION SCALE.- 6" =1'-0" 2 CONCRETE INSTALLATION SCALE.- 6" =1'-0" FZPF Ato 28M SHEET 2 of 7 . . . . .. . .... . . . :-00: . . . 1 1/2" 1 1/2" 4 3 5 MIN. j.,�1/4" MAX 1 1/4" MAX. MIN. 5 3 4 11" SHIM SEE DETAIL SHEET 7 A t5 22 •• • • •SEE b AIL•A�LLL SHIM SFEET 7• -\ • • t' w MIN. SEE . • •.• • �\ MIN. DETAIL G • • x• . 9 q rn rn SHT. 6 30 . °v . .. . •� 30 C= uTo 9 21 21 nW 31 126 OLn Cl cON 23 �a t. o coin I RI a O 4D CO t" MIN. .•3 r ♦j ;11' �.. �iyy rn � r ' Y N.-.- 33 1 r '�'1 .'. '.' t� y'F �../ Q n Il..�..... ' EXTERIOR ".. '.., .�'.. • \J z w'C N 79 32 25... 24 21 29 28 4 M E 4.LL 20 29 3 20 1 1 t9 A B e 3 FOOD INSTALLATION (SCALE. 6" =1'-0') 6 3 8'OOD INSTALLATION (SCALE.- 6" =1'-0") Lu 5 4)34 1 1J4" MIN. EMB. MIN JEMB. w Lu Z ''^j i/4"MAX. 1/4" MAX. �- O 1" I SHIM t SHIM 9" O O p U MIN. SEE DETAIL A 28 29 SEE DETAIL A MIN. ¢Q M1I" SHEET 7 15 SEE 22 SHEET 7 1" N. N DETAIL G y 9 MIN. Q O SHT. 6 °a. m 9 30 21 21 n W 31 d O O V z W3pm 1" 23 1 'a ..,. 1" to I-O y Z MIN. MIN. •.r' +,', ::;' `':•`<<`r3 *: ,:•E MI MIN. O w O ,. t r j 010 x :z is i-+ r .� .r w.l• MIN. I " A 25 29 24 21 29 4 a 19 32 28 34 4 5 m 20 3 20 4 In 0 1 c0 s 0 Z 6 3 CONCRETE'INSTALLATION(SCALE.- 6" =1.-O") 6 3 CONCRETE INSTALLATION(SCAL& 6" =i'-O") m z NOTES: O N I I 2 17 E>ASTAGAL FASTENER SPACING DETAIL F.SHEET 8. (TOTAL OF 14 SCREWS). Z 1 B [1>LATCH AND DEADSOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. t'`t BOTH PLATES REQUIRE#8 X 3"PHILLIPS FLAT HEAD WOOD SCREWS. r Z 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16"TN!SUILDEX TAPCON. N W °''d-�A'''`�x�' `:t,».:t t� .-{'!t © ,•t:»'`5�? t'f'"'£ ®FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING(ITEMS#5&#34), SEE :s.:f 'I,'r,'....:,• <;'`F SHEET 5. O O O W c y INACTIVE r'"�;:�';.t'i:f:>.'i;i':.:fa. .'.;;:4'',...,,:,. •':�c::.. ....... ACTIVE O r� �Q ®FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR N p EXTERIOR 28 29 32 25 28 Dr7AL4. ,��yt lllltljl N ©OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION��bO� �nBd B�jj,ONG W p O AS MINIMUM EMBEDMENT 5 ACHIEVED. \' U �i Z } f� DATE: 6/18/13 vFT&BGd4 G'BOI(SCAIL��- -f- O TYP Z: ~_ sruE AS NOTED DWG.BY: EAG T T '40 CHK.BY:S. SAFFEL �P DRAWING NO.: B ` JW0509-03 � `: FBPE I4t mm SHEET .j OF 7 .. .. . . . .. .. . . . . . . . . . . . . •. t 34 1 t/4" • • • •EMB. • ••• • o i" MIN. 1' MIN. • • • • • • 114•MAX. •• � 1" MIN. 1' MIN. I x •1• • �iEM •AIN. •SEE DETAIL A 28 29 pO u>o MIN.• •• • • •SHEET 7 15 O m o N m 22 QomNwu�i Z Q E a •• b • • • •• 30 21 DETAI0 co 00 LEG w m • • 23 SHT. 6 __ 35 • ••• • • • INTERIOR Q r •1"• • • 1" MIN.* / 20 Myy • ••• z M s= x 1 4" MAX. • a' ',.>`? m W 0-ti SHIM THK. ,`,:'�'; j• E SEE 33 ..,;t•;.,. DETAIL A SHT. 7 26 25 21 24 p �.eFQ�. '� 35 28 9 OPERATING UNIT$ BUCX 32 1 34 9 _ OPTION IN MASONRY/CONCRETE 20 1 1/4' 21 (SCALE`. 6" =f'-O'•) 1 MIN. EMB. O O 1/4- MAX.,{ —` 2 LLJ tic,~ ?F= 1 SHIM I 1° Q "IW 21 21 I ,(n i I 22 SEE DETAIL A MIN. o SEE SHEET 7 ¢ SE �, MIN. 3 U O -O DETAIL G EXTERIOR DETAIL G 30 x 9 a:¢ w SHT. 6 SHT. 6 21 .p Ne O 4.w QU 23 r�iW 31 Ohm Om 22 1NIESLQ6 r n. 1 V, ... 1" Fw.. O m 00 24 ;'} i:. •�, MIN. IN. j Lu .EXTERIOR00 O (p O 21 21 1 1/4" 21 29 ::.z..28.. ,..4,.. O a 0. ^O m 30 I'.,.,''`.;'^%R.. EMB. 3 4 20 35 1 m > 21 34 19 20 t- IC1 amL CROSS SAC'TION TTP. 6 V)O 28 — q 1 2 31 32 t� 4 OPERATING UNIT 1X BUCK p 27 ''V`=`' 23 OPTION IN dfASONRY/CONCRETE F'.. o RIGNT BINGE SNOA'N, LEFT HINGE OPPOSITE SHOWN Z— 1"MIN. o (SCALE.' 8" =f'-0") Ow tt E Z 1 3J 1" MIN. W N> W AW \ czz CL' 5 v c \ O�dcl \z m Q a �\\ �FOR SHETAPSCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS 15&J34), SEE UO 00 SEE DETAIL A 1"MIN. ON SHEET 7 N'd'N —{ 1" AlN. t" MIN. 1" MIN. .D ��\ �AS nMINNIIMUM EMBEDMENT IS ACHANCHOR CAN BE IEEVF�IN NARROW SECTION 0`` Us F1 LONG w 0 ^Z .a ¢ 1/4" MAX. :•�(`° = ' DATE:6 18�13 A v MAX. rSHIM "t O scA�AS NOTED 2 9OPERATING UNIT 7X BUCK - 0 1 1/2 MIN. EMB. * � * DWG. EAG OPTION IN MASONRY/CONCRETE (SCAM.- 6 t'-0") v.t� Ir` CHK.eY:S. SAFFEL CONCRETE/ OPTIONAL MASONRY/CONCRETE INSTALL %tx' $ N eu` oluvnHc Ho.: MASDNRYs�� JW0509-03 BY CROSS SECTION OF HEAD OR JAMB inp OTHERS pew^ SHEET 4 OF 7 SEE DETAIL 8 2 ••• 2 . ... S.HEET.6.• .. . • • • o • • m SEE DETAIL 8 e h SHEET 5 • . • • • at °6 0) SEE DETAIL A • • SEE DETAIL 6 ®-' O ca M N i0 J „yl 6" MI6" SHEET 6 io 6" �I 12 1/2" NP. g"-�-I SHEET 5 p 0 00 to o L 00 cn 1 • • i i ii 1 0-@Lnn�_ w w J • • • J Q M 0 00 LL v X •• • • • • •.• .• Q 00 w1++'C. 'C m 00 4, U \ \ U \ �M mELLL TYR SEE DETAIL D � M � � X-0 TYR h 0�o N SHEET 6 h 00 .2 A Ba-- 00 ao \ m M to W 0003 00 oof \001. - - o0 3 to 3 w W z h \ c� n 4 D t� 3�0 In 0 0 M 5 P. M 54 TYP. TYo a Lu cn z w3�co E2 �ti0 W o33 SEE DETAIL A I I cn `n v 37 1/2" SHEET 5 6" f- --F-12 1/2" TYP. 6"-^I SEE DETAIL A d 74" SHEET 5 000 x 0 0 z0 11 ALL DOOR MODELS ARE VIEWED 11 18 a FROM THE INTERIOR SIDE il m-}� m cn0�o SEE DETAIL E SHEET 6 zn �VoNrn ANCHORING LOCATIONS BE z yr OUTSWINC SINGLE UNIT (X) U)V NNCUNI TCATj Xf DOUBLE a J o SCALE 1/2 =1'-0" SC)IALE. >/2 =f'-O" w o Mw�ww WL 2 000 14 w N0 u')ro-0 CN-t Cli wa0DO< �QO: DATE:6/18/13 J AS NOTED * k DWG.By: EAG T t CHK.er:S. SAFFEL 14 % ��QZ DRAWING NO.: DETAIL A DETAIL B e JW0509-03 SCALE.- 3" =f'-O" SCALE.- 3" =f'-0' p PBPE C RPI.! 20578 SHEET 5 OF 7 o 0 o 0 . . . . . . . . . . L�-- 4 9/16" ANCHOR @ EXTERIOR SIDE XTE ERIOR • 000 o *so 3/4 1 1/4- 2 13 a 2 • • • •• •• • • • • • • • 3 6 5/8' /8 2 0 0 • ••• • ••• • ®A m �M N 1/2" 1 V m N O 4 ® ® a °c.o co 00 • • ••• • •ilw: } O w m�.q't LO INTERIOR 13 i i i i5ii5 1/2" 7 A r U- • / •• • • • n LfQRILL 3 8" ASTRAGAL ..RETAINER BOLT HOLE R E THRU FRAME/MASONRY R 6 x 1-3/8" DEEP Y DETAIL B DETAIL C DETAIL D DETAIL A –HINGE MOUNTING DETAIL THROA'BOLT STRIKE PLATE FOR HEAD STRIKE PLATES TO JAMBS STRIKE PLATES TO ASTRAGAL w SCALE: 3" =f'–O" SCALE.- 3" =f'–O" SCALE.- 3/8" =f'-0" SCALE 3/8" =f'-0" o wW'z Lo Ld Ci � Z L m LU z a ` O W 17 ° o � DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE m 0 x V THRU THRESHOLD/MASONRY x 1-3/8" DEEP o 1 1/2" x 1/4" CU–D SPACER jao o ° m 30 m a �� . 0 21 CL • O) 1/8" TEMPERED GLASS n ® ° 0 9/2"AIR SPACE m -Fn / ¢—O-- 734 8 TYP. zi o z 0 ai 0.090" PVS NTERLAYER BY o 0 z SOLUTIA w¢n ca 4Q o 18 �o XT RIR =n Z�ZZ N 11 lc!)ljmw�ww � 1„ 5/8" GLASS 21 BITE 1/8"ANNEALED �_ra o o w 0 c -mora DETAIL E DETAIL F - ENDURA ASTRACAL DETAIL G - ODL �" m ASTRAGAL RETAINER STRIKE PLATE FOR SILL FASTENER SPACING USE #Saf" PPH A'S GLAZING DETAIL ISULATED GLASS ``,»H1111fl,�, �� `* SCALE. 3' =1'-0" SCALE.- NTS SCALE.- 6" =f'-0" `�� ASF• 0 �i�� ww00m¢z A DATE: 6/18/13 7 f', —AS NOTED * ! * E DWG.6Y: EAG �p T CHK.BY:S. SAFFEL @o ��e• JW0509-03 FBPE C All 29579 SHEET 6 OF 7 • • ••• • • • ••• o 4" • • • ••• • ••• • • • • • • • • • L / / I M O �--•••• •••••••s •••s• ••i •• •i•••• •••••• nnm ocwCwo' ,.o4 9/16" ••• • 111*4 > N _ OMNO 0 2!04 0 00 ko as • 4 9116" i— 2 3/16" � �1/1g" (Min) ••i "j M Ln v.! Lx. m 1 AAIB FINGEI�JQINTED PINE 3 BUTT HIN�F 4z4z92 GA. 9 COH 5�(Q�V OPEATHERSTRIP 11 Uf{RESHOLD fENDUR E a LL SCALE. 6" =1'-0" SCALE 6" =1'-0" QDS-650 SCALE. 6" =1'-0" SCALE 6" =1'-O" m Y 2 2 1/2" 1 13/16" i 1/4" M Lu 1 3/16" 1 11 16" w z I 3 1/8- I / r N O �LasrLATCRTac�u 0 O SPH SU PORI f etocx 1 11116" fes--1/8" g 26 5/76" w3�m o 44HITOPRAIL (LVL cnNGE STILE (�LVLJBOTTOM RAILSCALE. 6" -1'-O" STPiAGALC _ ATCH STILE LVL 27 -' !� m�ty SCALE.- 6" =1'-0" SCALE.• 6" =1'-0" SCALE.• 6" =1'-O" 0 z�! Q IE r2 1/2"� _(no �Q m 1 3/4" I+- 02 z2— ¢ w_o�� 00 t O 0 °18" CDro U a�K WOgg g C, W W toN WQWW ASTRAGAL BOLT MAT.- Cl R STEEL ROD 12 NC & YSECLAl LfJEW.•C6H"R=OM1'A-TOE" ASTRAGAL SILL ODL ALLEN 6F0R'A3MTE 8SCALE• 6" =1'- " 1/� UNM 6" =1'-O" oo , N ,n ro�``�� Xoz,ESF• p � 3/16" C-SINK. NOTE 1-USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT i}:Qp'y DATE:6/18/13 / WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. 7 ? SSE:AS NOTED 2-USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. `* I * DWG.BY: EAG 3-USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. P T T cHK.Br:S. SAFFEL WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. CY+ �o � �� DRAWING NO,: DETAIL A - COUNTERSINK DETAIL e JW0509-03 SCALE' 1/4" =1'-O" p� SHEET 7 OF 7 FBPE C M10� 28678 8/5/2015 Florida Building Code Online WE' x£X' g I Es g a y ...................t.`i ........................._ Aa^. �..�z��u.,....... .........,.—...,...—.3 ... +.dM� ,�' I^.s�^" ,'..'� SCIS Home : Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ', BCIS Site Map Links Search Busines ` Professi�i ad Product Approval -"FUSER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail 7,711,111 i{ k10 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. *see Ocala, FL 34474 • • ` ' •••• •••••• (352)368-6922 Ext 291 •o•• • ekoss@cws.cc `•" • • •••• •••••• Quality Assurance Representative Jay Lathrop • •• •• • i•••• Address/Phone/Email 1900 SW 44th Ave. • • • • • • • Ocala,FL 34474 • •` ` '• (352)368-6922 Ext 291 "�••� •••• ••i••• jlathrop@cws.cc •• •• •• 00*000 •••••• + • Category Windows • • • • ••as:• • Subcategory Single Hung • + •••••• • •••• • •• • • • • • • Compliance Method Evaluation Report from a Florida Registered Architect or a Liedhsed 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 f, Validation Checklist-Hardcopy Received Certificate of Independence FL16177 RI COI EvalRep CWS-8126(SH-8100,IMP. NoSillAnch).1df Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l Oy8QtjDbmBIPjuPdYuGeM3yYu1882%2bJrew%3d%3d 1/2 8/5/2015 Florida Building Code Online 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 Summary 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 RS II CWS-8128(SH-8100. IMP. No5illAnch).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 R1 AE DuPont PVB NOA 13-0129 27,12d glazing required on outer lite above 30 ft.in HVHZ.Glass FL16177 RS AE EvalReD CWS-812B(SH-8100.IMP. complies to ASTM E1300-04. NoSillAnch).Ddf FL16177 61 77 Ri AE Ouanex(Mikron)NOA 12-1017 02.Ddf Created by Independent Third Party:Yes E5: E- e • • • 6666 6666•• 6666 • Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850487-1824• • • The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::RMAtutement *Soo:* 6600•• 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 electir6c••• mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please con ct IA X87.1395.*Wasuankto section• • 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the De em kith an er�il*Idrese if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public reco ou do not flish ta#apply a penwo*•• address,please provide the Department with an email address which can be made available to the public.To determine 6W*Wry 6licensee yrglir Chaster 455,F.S.16 • please dick her . o • • • ••••• •• •• •• 6666•• Product Approval Accepts:FM ER E • 6666•• • • wcurttvms rnac a- i ••• • 0 0 ,.a., •• • •60 • .6666• • • • https://www.flofidabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh I Oy8QtjDbmBIPjuPdYuGeM3yYul882%2bJrew%g3d%g3d 2/2 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung, Large Missile Impact,51 7/8"x 61 3/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44"'Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5`h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812B,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3815-1A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL, signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B, signed and sealed by Lucas A.Turner,.)'".'. . 0000 9606.6 ...0. 9999 Installation: Units must be installed according to approval document CWS-812B. • 666.09 9999 606699 9999.. .. Limitations of Use: This product: """ 9999 • May be used in O/X configuration in sizes and with max.glass DLO heights as9shown in VVVS-' 00000 812B 660609 000 9 66690 • Is impact resistant and does not require the use of shutters ""0 • May be used in the High Velocity Hurricane Zone :00:0: 0 • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tepptvred 0 required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-?/$ar0 inbo#rA lite. :6096: • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27' 60 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02' t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5"'Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. t*�,��tt'aapir t ��6q dyp R E W l AFF Zib �`o•r.a .. e'�'s• 'iI�' No 582901 g , 4/18/2015 �a :i Lucas A. Turner, P.E. 3� a S�'b`�T OF • + e FL PE#58201 Lucas A.Ter 2015-04-18 22:20-04.,00 . . ••• ... ... ..• • • . • .. .. . •. . . . .•. . . . . • • . . . ••• • • . . ... GENERAL NOTES: SINGLE HUNG - LARGE MISSILE IMPACT ••• 1.=HEP"QUCTSHOWNHEREINISDESIGNEDANDMANUFACTURED• • • • • •i0 COMPkY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT gows • • • • • • • • EDITIOMINCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. • • ••• • • Ij RAIED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 ••• i 000 i •y`W+SP E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53118"MAX.OVERALL FLANGE WIDTH • • 8100 PVC •. . . .• •.,• •••j COI�FjGURATIONS:"O/X. SINGLE HUNG 51 7/8"MAX.UNIT WIDTH • • • • ••• • • • • ••4.DESIGN PRESSURE RATING: IMPACT 4711/16"GLASS DLO • • • • • •• • -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND • • • • • • • • rjLj1$S TABLES ASTM E-1300-04. A •• • • • • • ••• -ITMITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER In N INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04, v o ¢ 63" _ __ __ I _ 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED o 0 MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y OVERALL I I DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m FLANGE ANCHOR CALCULATIONS. cn HEIGHT a Z B ® I B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE LL c O 1 GLOSS NOT REQUIRED. b y 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ¢ ¢ O Q 61 3/4" I I IW ❑ F- AX USED AT FIXED MEETING RAIL AND JAMB. Ma a jr LIN HE GHT 8.SERIES 1 MODEL DESIGNATION SH-8100. a o ❑ 0 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: d 1 1 X=OPERABLE SASH,O=FIXED SASH m ¢ O 30 3116" I 1 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR - MAX. `, 26 7/8"SASH LOCATION. t�ttt►l tetteq HEIGHT Y I GLASS .4`t�PSJ........�Fssi g 11.EXTERNAL WEEP SLOT=1/4"x 1-114"LOCATED 4"FROM BOTH ENDS. ��G�f+•t.G1 N's¢ 1 1 1 -r"1' No 58201 I."p t 4 I 6 '�: �TAT� (7F ••�ti a' 451/16" �✓J GLASS DLO •L- W 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 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN 6Y: DATE: GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL................................2 MAX. UNIT SIZE IMPACT RATING SECTION VIEWS.................................3 RATING DWGtt: REV.: EXTRUSIONS&B.O.M........................4CWS-812 B ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4n +/-70 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS....................6 SCALE: SHEET 1:15 1 OF 6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... MNDM SYSTEMS • • • • • • • • • • 1900 SW 44TH AVE. • • ••• • • • • OCALA,FLORIDA 34474 • • • • • • • WWW.CWS.CC • • ••• • ••• • 8100 PVC "' '• SINGLE HUNG IMPACT .. . . . . . ... .. 42 N p � O 7/8"OVERALL INSULATED GLASS 718"OVERALL INSULATED GLASS 2 Q } W m m 118"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED (j) Z 7116"AIRSPACE 7/16"AIRSPACE o O a N � -- _-----5116"LAMINATED GLASS -- ------5116"LAMINATED GLASS o Z - -------118"ANNEALED - -------1/8"ANNEALED a cr .090"PVB INTERLAYER BY DUPONT —.090"PVB INTERLAYER BY DUPONT a 118"ANNEALED -1/8"ANNEALED p 0 DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL �f— 0 4, PURFECT GLAZE"H"OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 552 m ¢ 0 �iI ;SDitBttltfd 14 112"GLASS BITE 74 112"GLASS BITE eeer1IARE.......... ..r++++ a3 as t No 58209 ` 23 �1k° t5kz JCCS 1 O w�t3;ti 8TA'TS CAF 8�k+` ,C3 Et e,,.,qi tfi�`� U. took oil SASH LITE FIXEDLITE 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 p: REV.: CWS-812 B SCALE: SHEET 1:1 20F6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . 0400 . . . . ... •'• � •'• " INTERI R "� • • • • • • • • 1900 SW 44TH AVE. • • ••• • • • • OCALA,FLORIDA 34474 • • • • • • • WWW.CWS.CC 45 ' 3 • 7 e• 3 0 1 38 13 3 3 4 45 8100 PVC SINGLE HUNG IMPACT IE, • • • 0400 •• too 14 3 14 54 14 6 66 63 19 4 W m m SECTION B- B U) U �,� Z NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, m o RIGHT SIDE SHOWS SASH SECTION VIEW. w Ln m NLc Lu Z W a F- 143 a 1439 Lu¢ crO 40 I a w W 2 28 n ¢ O 1 3 INTERIOR m ¢ z 9 ,��}�tt+ererrrrtt v.''• Nv 58201 "";"1''" to +�' wTAYE C'F .t1t 66 1 post 6 3 3 23 4/11/2015 1S s LUCAS A.TURNER,P.E. 2 74 FL PE#58201 73 1239 JABARA AVE. 30 NORTH PORT,FL 34288 O PH,941-380-1574 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 12 3OF6 •• •• • s • •• •• • • • • • • • • • • • • • ••• • • • • ••• PARTS LIST FRAME CORNER C�iJ21�A�J(yW/ REM PART# DESCRIPTION VENDOR MATERULLCONSTRUCTION 1 H-6031 Main Fr.,SH,w/FI9 Y.,PVC,Head Mikron Vinyl 3 7/8 • • 000 • 00: �IIN �SVE�S 2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl • + • , 8" • t • • JA • • • 23!16" 1900 SW 44TH AVE. 3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl • •• • • � OCALA,FLORIDA 34474 4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl • 3 •• % s WWW.CWS.CC 6 S-1577 Impact Hook Keymark Alum 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 21116" 4 1 5/8" 1!t8" 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum fthl1f76 ,,,6^ 8100 PYC p 1 1 " CORNER WELD 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl •• • • •+ •�� •• (ALL SIDES) SINGLE HUNG 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl •• :0: : i : i �• •• 1.8 IMPACT 13 S-1498 Reint.S.B.R./S.S.R PVC FRAME FLANGE-6031 : : P:C*SFVV-RIIL-6028 PVC SASH TOP RAIL-6027 14 S-6064 Glz.Bd.,7/8" Mikron Vinyl •• • • • • • ••• •• 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl u2 w 19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl o w 6i --7 112" 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 3/16" 3 0 o r28 H-1699 Reinforcement,SBR Keymark Alum 7f8^ 71 Y P-2190 Balance BSI 9116 P-3059 Sash Cam,PVC BSI Plastic ir7VVIT w m m P-3046 Take Out Clip BSI SS 15/8 218 176 SCREWED TFIXED EOGETHERIWITH v z P-3783 Lock,Impact,PVC Interlock 116" OUTERFRAME m o O P-4669 Keeper,Impact,PVC Interlock 7amac 1:8REINF.,IMPACT HOOK-1112 P-3215 Weep Cover w/Flap Gaer Plastic w ZO w 32 1 P-3429 lWstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w ¢ Q 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel o a_ 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 516" 9176" z 39 P-4051 W#8 x 1.250 Ph FH TEK,Will. Hub City Steel 7/2" t 1B^y 7 5X16" 1 tfa40 44 PP-3342 Seam Sealer,,SM--5504 ad,TEK,Wht. Hub City Steel 7/8" 0 I 18 7 516^ t9 �- 45 P-3752 Cap Plug,1/2"Hole M&M Nylon045^ m a z 47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel ��ettnetr+rrf 48 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 �aw PC40REW !!tit 51 P-3881 Temporary Lbl.(NFRC/DP) APy+e+ 52 P-3613 CWS Lbl. I o Pro Label ;' (og ) 3 4" 3 4" 518" 1!4" g V w NA 58209 ". 53 Sash SEE SHEET GLASS I 54 Fixed SEE SHEET GLASS ,3 15/16" 3 t" 7f8 56 P-3281 Spacer Duraseal tns 1116^ 1_ �*% STATE OF kr 62 P-3218 Screen Frame,Horiz. Allmetal Alum ,n6" 'S.O b" k 4 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 •�'.�4�'•l O R tI'" "�®�e� 64 P-3321 I Screen Frame Comer Key Allmetal Plastic 65 P-3581 IScreen Cloth,18 x 16 Fiberglass Bettervue Fiberglass 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl r✓� 67 P-3029 Screen Pull Tab Summit Alum 4/11/2015 68 P-3033 Screen Spring,SS FI.Screen SS 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum 0 W16" FL PE#58201 72 S-6063 Cover,Fixed Rail Mikron Vinyl O 1239 JABARA AVE. 73 1 S-1112 lReinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 1 P-3541 1#8x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574 LINE ITEMS NOT USED: 1 5/16" ,f2" SHEET DESCRIPTION: 5" 116" 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49- 0,55,57-61,69 6 � r-----....._.......3"._._.......____-.I BOM AND EXTRUSIONS 7/8� 1176" '�� 70 DRAWN DATE: --- SCREW SUPPORT-3113 BY: 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 12 4OF6 . . ... . . . ... . . . . . . . . . . . .. w 6"MAX.(TYP.) 1Ti*MAIY.O.C.('YP.)• • • • 1900 SW 44TH AVE. 6"MAX.(TYP.) • • •• s• • • • OCALA,FLORIDA 34474 -- -- - .•• • www.cwS.Cc I I SEE NOTE 2 8100 PVC 101/2" I •• • • • •• • •s MAX.O.C. • • • • • • • • SINGLE HUNG (TYY • ••• q • • • • IMPACT . • • • .. • • • • s s INSTALLATION •• • • • • • • ••ANCHOR(TYP.) I I to N I I o 0 0 —�MTG RAR ~ W m m 4"{TYPJ I I U) I I LL o Q a N N Y 0 Z > ? p cc UJ MAX.O.C. ! (INP.) 0 C7 a I 1 ¢ O 4 1 W 6l Q Z 4"(TYP.) NO ANCHORS REQUIRED IN SILL ae,'tis&�as6>rey°�+r ,tip �y1JREUy�,O,, ANCHOR LAYOUT-(FLANGE) y•.i. No 58209 NOTES: STATE OF «u+C s 4 •'fQ 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,NO ANCHORS REQUIRED IN SILL. �� .....t..'o , 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. �rJ 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 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X 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: oaTE: 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. BAT 06/18/12 DWG SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. a: REV..--- 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(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/W DMA 300(EXTERIOR DOORS) 1:15 5 OF 6 .. .. . . . ,. ,. . TYPICAL HEAD ANCHORAGE • • • ••• • ••• MIN.EMBEDMENT (t S ----------- ---MIN.EDGE DIST. • • • • • • •• , SEE TABLE i SUBSTRATE rt • • • • • • • • • • BY OTHERS SEE TABLE 1 • • ••• • • • 114"MAX.SHIM------ - SEE TABLE 1 OCA A, 44TH AVE. OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS ••• 00, • v W W W.CWS.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 N.EDGE DIST. INSIDNSTALLER •• • • • •• ••• •• SEE TABLE 1 8100 SINGLE HUNG E AND OUT • • • • • • • • INSAL�-AqTION ANCHOR SEALANT BEHIND - •• 4.0 0 0 �•• :•SEE TABLE 1 IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM • • • • • • , • • 0 000 es p N N _O 3s F � O PERIMETER SEALANT BY INSTALLER Q } INSTALLATION ANCHOR INSIDE AND OUT w m m SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER 0 = O 0 CONTINUOUS DOUBLE 3116"BEADS OF B HORIZONTAL SECTION N o Z LA 6 TYPICAL JAMB ANCHORAGE LD TREMGLAZE U1600 SEALANT AROUND I w 0 LU PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. ; o 9 a_ F Z D: r 1!4"MAX.SHIM o Ov W SEALANT BEHIND (L ¢ Lu FLANGE BY INSTALLER .. PERIMETER SEALANT o 4 Z� INSIDEBY AALLER NDOUT SEE TABLEDMENT `,,�!0%�ADRSW��,`'e 41 PV' C 1 N�F,w Q PM, SUBSTRATE BY OTHERS -p SUBSTRATE SEE TABLE 1 MIN.EDGE DIST. * * `•' SEE TABLE 1 /—A", VERTICAL SECTION r9 STATE OF . � 6 TYPICAL SILL ANCHORAGE p 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 2.0 KSI MIN.) 3/16"RW TAPCON 1.1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. CONCRETE ( BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU 117 PCF MIN. 3/16"ITW TAPCON 1" 2" INSIDE AND OUT PH,941-380-1574 NCRETE(2.85 KSI MIN.) 3/16"ELOD ULTRACON 1" 1" C HORIZONTAL SECTION___ 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: R -FILLED CMU(AM 90) 3/16"9 L-W OCTMEFN_ 1-1/4" 2-112" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 2X MIN.SOUTHERN PINE(G=0.55) 3/16"RW TAPCON 1-3/8" 7/8" INSTALLATION DETAILS OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, _. 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 718" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEX OR ITW FULL THREAD BAT 06/18/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. V8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD CWS-812 B 7/16" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1.2 60F6 8/12/2015 Florida Building Code Online• ••• • • • ••• i• •• • • • •• •• ""� �2 s & a�r� ' �a = • • ••• • • • • •�j a • • • ••• w FWda Department! BCIS Home Log In user Registration Hot Topics Submit Surcharge•1 •Stats&Facts Publications I FBC Staff `_, BCIS Site Map 3 Links Search usineS 51 I Product ApprovalP rofe S •• • • •• ••• •• J 1 USER: Public User •• :11: ii i i i i• •• Regulation •• • • • • • ••• •• Product Approval Menu> Product or Application Search >Application List>Application Detail 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 ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 1/4 8/12/2015 Florida Building Code Online . . ... . . . ... (352) 36 %9= lExt2.$1;%•; j l ath rop @tws.C.0 ... . . . . ... Category Winii;] 0 : Subcategory Hora• s o • : s. . . ... . •.. . Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professiorj8l•Eggitpqer, :% ;•• •• Evaluaflon=pdrto.- EiOdOpy 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 FL16736 RI COI EvalReo CWS-871B (HS-8200, 74x63. IMP).pdf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://wwwAotidabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 2/4 8/12/2015 Florida Building Code Online• ••• • % % • • ••• •• • • • •• • • • • • • • • • • • Date Submitted 04/15/2035 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/JO15: ••• '': '': Date Approved 06/22/j015:-: ' •.• :• : :' • • ••• . .•. • Summary of Products •• • •• ••• •• FL # Model, Number or Name beaciipion:+• '. 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-8718 (.HS-8200, 74x63, IMP).pdf 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 FL16736 R1 AE DuPont PVB NOA 13-0129 27.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvalRep CWS-871B (HS-8200, 74x63. Glass complies to ASTM E1300-04. IMP). df FL16736 R1 AE Quanex (Mikron) NOA 12-1017 02.udf 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 RI II CWS-869B (HS-8200 111x63, IMP).pddf 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 FL16736 R1 AE DuPont PVB NOA 13-0129 27.12df I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont SGP NOA 11-0624 02.12df Glass complies to ASTM E1300-04. FL16736 R1 AE EvalRep CWS-869B (HS-8200, 111x63, IMP). df FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement:: Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic https:/Iwww.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqu8obl%2fZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 3/4 8/12/2015 Florida Building Code Online• ••• • • • 060 mail to this entity.Instead,contact the office by phone or by traditional mail..:Puo�'havj an j gSesC8V,Dlea*contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Ehapt@r 4%, F.6*must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee••HowE;er.Uaisac:jrgsses Crep:Wlc 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 Athol]Accepts: ••� •� ••� Sew •• • • • • • ••• •• https://www.floTidabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fZm6TgPohLz6ont0aKpvglON3eNaBBBv3yAgMA%3d%3d 4/4 URA�'�R 1239 Jabara Ave. ' v North Port, FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 871B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5t` Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-87113,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-1A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202, 203 `94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-87113. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871B • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters •••• . . . • May be used in the High Velocity Hurricane Zone 0060 0000 0 • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.22.6•, �� 6 •• • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A6=1017.02 6 • 0000 .. .66666 t I have evaluated the interlayer and framing materials in these Dupont and QuaneK•1'd0•As A ffa4• 6••6 that they comply with the requirements of the 5t'Ed.(2014)Florida Building Cotlt:%?use inthis 00:000 .. .. 66 •6.6 product. 666 0000.. Certification of Independence: I do not have,nor do I intend to acquire,nor will Cacquire,a fijaaoiei 6 6.6•• interest in Custom Window Systems or in any company manufacturing or distributing6prbducts fgroWhic•h ;••••; this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interck in any other entity involved in the testing or approval process of this product. 144�4y►E��r�rrt�,� 4 :« as 5 2 1 � • /15_11 VP .y STATE OFZ 4/18/2015 0 R t �•« � Lucas A. Turner, P.E. A� , FL PE#58201 Lucu A.Tumor r 15-04-I8 22:21- : 0 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... GENERAL NOTES: &EDS HORIZONTAL SLIDER - LARGE MISSILE IMPACT t;H��°cwt �HE`O kEINING $ ND MAN FACTU TD �'N �4EDWNDN INCLUDING TME HIGH VITY. URRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. • 4S RA T�D FO IND RINE 4 MISSIVE LEVEL D IMPACT USE AS DEFINED OGALA,FLORIDA 34474 • IN ASTRA E 199E phi AE FBC. ••• • WWWCWS.CC 751/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 3A&FI jUFtTIQIQ%-Cr,ZOO,•• ••• 74"MAX.UNIT WIDTH HORZ.SLIDER 4.DESIGM PFiESSOUFt RATTING::• •• 33"GLASS DLO NEGATIVE DIRSKIN UOAWS BASED ON,TESTED PRESSURE AND IMPACT A •GLASS TRBLE90ASTM E130S-Il40 •• POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER L2 v INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. o N IW— o I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 64 174„ I I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR p y MAX. DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m FLANGE B B ANCHOR CALCULATIONS. to HEIGHT I z 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT R w Z UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT W 63" I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w O 0C MAX. FLYING DEBRIS. a ~a UNIT I w w D HEIGHT O X i 59 9716' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a zMAX U SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. a i w HEIGHT U 8.SERIES/MODEL DESIGNATION HS-8200. m ¢ O 58 t3/t6" I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: z yyyyyy1e/it DLO I 5 X=OPERABLE SASH,O=FIXED SASH `,,`` P141DRE W+TG��s G 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR `OT;y�OENS •, *ter 5 LOCATION. %0 C; tt0 I I D y-it NA 56201 .p'P,% I I 5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. C CA A '+i�F ...... 5 ol�� iteuAiaoy*t 33"GLASS DLO7 sy 365/16"MAX.SASH WIDTH Z,c-- 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS...........1 ADE 10110/13 SECTION VIEWS&GLAZINGDETAILS....2 MAX. UNIT SIZE DESIGN PRESSURE RATING T IMPACT RATING DWG tt: REV.: ANCHOR SCSCALE:&NOTES................4 74"x 63" +/-60 PSF LARGE MISSILE IMPACT ALE: 1 e SHEET INSTALLATION DETAILS...........................5 1:15 1 OF 5 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • • • 30 INTERIOR • • • • • • • • •' 1900 SW 44TH AVE. • • ••• • • OCALA,FLORIDA 34474 • • • • • • 1 7 3 6 WWW.CWS.CC it 1 18 • • • • •• • 8200 PVC HORZ.SLIDER • 0 IMPACT • . . . . • vO N I- 0 o O 41 40 3 1 29 39 g p } w ¢ m SECTION B-B Z o- m _ 8 t 1 NOTE:FIXED LITE AT HEAD a N N AND SILL IS SIMILAR. S 0 NW Z > 3t w o 0 Q W F- 19 wfr U 38 35 d = W 36 3 m ¢ Z 19 �*z�tlttn�err+rr�t 41 4 FHEAD IMPACT HOOK(TYP.) O'� P`1y0RE4V 4 MIDSPANOFSASH s�Q .-yC,ENkq=* ''4�Wt (ITEMS 35&36) 0 �" 7/8"OVERALL .�. No 5aml 11W ANNEALED or TEMPERED INTERIOR I i 7'16"AIRSPACE gip'" BTAYE Od: «� I 5716"LAMI +0 ,� "• � SWEEP LOCK(TYPJ lis"ANNEALED Iwo, jnRPA4r �� ONLY ENGAGED PRIOR .9134 DUPONT PVB INTERLAYER 43 TO HURRICANE FORCE DS. 1/8"ANNEALED �r 4 I I LOCATED AT THIRD POIN S 4/11/2015 19 I X I (ITEM 27) 43 PURFECT GLAZE-H" 32 All 13 SIKAFLEX 552 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 34 NORTH PORT,FL 34288 8 5 PH.941-380-1574 SHEET DESCRIPTION: 25 /� 112"GLASS BITE00Jll SECTION VIEWS AND GLAZING DETAIL DRAWN BY: DATE: SECTION A-A HEAD IMPACT HOOK AND ADE 10/10/13 JAMB SWEEP LOCK LOCATIONS 0 1:29 DWGq; REV.: SECTION C-C GLASS TYPE A CWS-871 B ALTERNATE FIN FRAME 1:1SCALE: SHEET 12 20F5 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... _ PARTS LIST 3 vs" CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 3118" "I • • • • : 4VINW $ 1 H-1497 Reinf.Sash Meet.Rail Keymark Alum •• 1/2" • . 2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum e • • •5• • • • 3 1900 SW 44TH AVE. OCALA3 H-1836 Meet.Rail,Fxd. Keymark Alum • • • • WWW. FLORIDA 34x74 4 H-6052 SashTop(Bot.Rail Mikron PVC 277/16" 39/16" • t6 •121/8" •A6"• WWW.CWS.CC 1116' O 5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC CORNER WELD 82�PVC 6 H 6050 Sash Meet.Rail,PVC Mikron PVC O (ALL SIDES) •• • • • • •• 1:8 7 H-6051 Sash Side Rail,PVC Mikron PVC _ 4'x-1` • • • • HORZ.SLIDER • ••• • •FIXEDIRAlb-0836 • 8 H-6049 Main Fr.,SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE-6049 • • • • • •• • • IMPACT • • • • • • • • • 9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6&4j • • • • • ••• •• 15 10 P-3033 Screen Spring,SS Hurley 1 15116" -13116"- n v W a I g '2 _ 11 P-3113 Screw Support,PVC Team Plastic Rubber 23116" I 9/76" o N H 6 12 P-3218 Screen Frame Allmetal RoIlFonn 7 4 o 0 13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 7 518^ 1 5 8" 1 5I/e" 1 5t� Y w 14 P-4754 Screen Frame Corner Key Allmetal Nylon 1/16" LQ 1116" I q 1/16" 1116 FIXED MEETING RAIL w a m 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone JJLL�� LLL SCREWED TOGETHER WITH U) OUTERFRAME Z 16 P-3352 Set.Elk.,85 Dur.,1/8"X 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 L 1:8 m O 111 17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gr Ultrafab b o 18 P-3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel 5/g" 3/4" ¢ ZLu 19 1 Pa3730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 3 16" /� 2 a o LL LL F22 --3752 Cap Plug,1/2"Hole M&M Nylon 1' 15n6"IIr�J V76" w < o P-3783 or O L 1 ts" P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 (L 7 p P-4779 Roller,Tandem M&M Nylon I s„ I 1 5116" P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 35 7116" - t v4" m a z P-4069 Keeper,Impact,PVC Interlock 1,16' — �4 I 3a t�� DRE ,r�+�i, 718" 3/16" �tif6N#eblJP� 25 P-4479 Weep Cover w/Flap M&M Nylon L 1 16" .`% �'�°'G h"''r�Q�,P 26 P-4638 #8 X 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 T 1/i6" `•��GP'ti t' `�¢�'�,'y�giP' 27 P 4958 Rotary Lock Sullivan Zinc S.B.R./S.S.R.-1498 ROLLER TRACK-1776 .y No 5801 28 P-4952 Keeper,Rotary Lock Sullivan Zinc b 3/16" * "*"' 29 P-4959 Wstp.,0.420 x.187 back FinSeal,Gr Ultrafab O Ira r7'8'� .0. STATOR OF `"41 30 P-4633 Barrel Fasten er Fastenal Steel 7 g„ 4t 6 31 R+O *74s 31 S-1112 Reinforcement,Head Keymark Alum 1/16 �i tlO �s 32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum T— �djtg1011460�s 5/g„ PVC GLAZEBEAD-6064 GLAZE BEAD-1112 34 S-1776 Roller Track Keymark Alum L 1/16 y 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2"-,I^7 7,8"�1 3/8" 15116' 3 4//1� 1/2015 36 S-2000 Panel Catch,Head,Impact Keymark Alum LL— I LUCAS A.TURNER,P.E. 37 S-6005 Anti Lift Mikron PVC 3/16" 6" FL PE#58201 �1� 3- - I�-�'f--1/2" 1116" `-1616" 38 S 6013 Scm.Adapt.,w/Nib,PVC Mikron PVC � 11 PVC SCREEN CATCH.6013 PVC ANTI-LIFT•6005 1239 JABARA AVE. NORTH PORT,FL 39 S-6014 Scm.Adapt.,PVC Mikron PVC T SCREW SUPPORT-31 -1 13 34288 PH.941-380-1574 40 S-6063 Fixed Rail Cover Mikron PVC1 118^� SHEET DESCRIPTION: 41 S-6064 Glazing Bead Mikron PVC 5116" 42 GLASS SEE SHEET 2 CARDINAL GLASS 39 BOM AND EXTRUSIONS 43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone 1116 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 . ... . . ... % .. % .. • • ••• • • • ••• • • • • ••• • • • *0:•• • ••• VVIN�E�9S • • • • • • • • 121!2"MAX.O.C.(TYP.) � • • s•• •• •• 1900 SW 44TH AVE. • • T.(TYP.) 4"MAX.(TYP.) 8"4MAX.Oft.(TYP.P • • • OCALA,FLORIDA 34474 " 6"MAX.(TYP.) 3 (TYP) SEE NOTE 2 • • 000 • ••• • SEE NOTE 2 WwW.CWS.Cc 6"MAX.(TYP.) 4"MAX.(TYP.) -- -- -- -- -- -- -- ------- 8200 PVC INSTALLATION •• • • I •• ••• •• INSTALLATION ANCHOR(TYP.) , I HORZ.SLIDER ' I ' • •s• • • • •• • I TYP.) ANCHOR ( IMPACT • • • • w • • • MAX.O.C. •• • • • • ••• •• I (TYP.) in v I MAX.O.C. (TYP.) Y W I w a m co v z to O A � W Z 7 W W o a a a W ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FINS m ¢ O z a;pturMrry ,aaa,PNpR&.. -Si: NO 58201 NOTES: ++9®•+'TATE C3F� sktt 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. +o+++S.....A�f�Csaaaa 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. x 4/11/2015 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 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, 34288 PH.941-380-1-1574 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 AND 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 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. 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#: 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),FMAAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMIA 300(EXTERIOR DOORS) 1:20 4 OF 5 . ... . . •.. % .. • % •• • . . . . . . . • . . . ... . . . . ... MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTFATE • e ••• • *00 BY"ERE • • • • •• • 9mmm MIN.EDGE DIST. 1/4"MAX.SHIM SEE T�BLO 1 • • • MIP►EDGFt DISTa • SUBSTRATE _"– • • ••• SEE TANLE 1 • BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 • • • • • SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS – g' • •1•il►MAi(.SHIM • WWW.CW5.CC SEE TABLE 1 I MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 SZ®®PVC PERIMETER SEALANT""-"--"-"-- SEE TABLE 1 •• • • BY INSTALLER INSTALLATION ANCHOR • • • • • • • HORZ..S'LI®ER INSIDE AND OUT SEE TABLE t • ••• • • • • SEE TABLE 1 IMPACT • • • • • • MIN.EMBEDMENT SEALANT BEHIND • • • • • • FLANGE BY INSTALLER 1/4"MAX.SHIM •• • • • • U) �f a PERIMETER SEALANT N F PERIMETER SEALANT BY INSTALLER a c BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR Y ww } SEALANT BEHIND SEE TABLE t w Q m INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND W SEE TABLE 1 FIN BY INSTALLER U Z HORIZONTAL SECTION C HORIZONTAL SECTION LL di 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE `� o HEAD AND SILL SIMILAR FOR FIN INSTALLATION R w Z W w w O it , a 0 wcc U 1/4"MAX.SHIM ( a = W SEALANT BEHINDm U O FLANGE BY INSTALLER--\ O Im < Z PERIMETER SEALANT— MIN.EMBEDMENT �a1�si#�($[4,#r+/F BY INSIDEANDOUT ER SEE TABLE 1 'N SUBSTRATE • O E N v t No 58204 SUBSTRATE BY OTHERS—� v_'Ip; SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 .- " g� A VERTICAL SECTION 00. STATS Jj 5 TYPICAL SILL ANCHORAGE rrrrg�,'®.ssa TABLE 1:APPROVED INSTALLATION FASTENERS 4/ /2015 E iig LUCAS A.TURNER,P.E. FIL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"I1W TAPCON 1-1/2" PERIMETER SEALANT— 1239 1239 JABARA AVE. NG OLL W RR ULE GT-FI C (117 P F MIN.) 16"tiW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE 2.85 KSI MN. 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 ( ) �p1 HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1.1/4" 2-112" 5 BOX FRAME INSTALLATION SHEET DESCRIPT ON: 3/16"(IW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-318 718" INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MN.STEEL STUD #10-16 HILTI KW IK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" ADE 10/10/13 -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 118-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 118'STEEL(33 KSI MN.} DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SHEET 1.2 5OF5 8/10/2015 Florida Building Code Online MR �s yt � I�F 1`��Pt1�� Ltd� � � Y� i�i� ��,,,✓��s�1�'�� vt�� ', k 3� � ' �^ 3�.-'Y :: FloridaeparP ent BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map Links Search Busin 5 ("} ?f� I Product Approval �� J 0USER: Public User Regulation Product Approval Menu > Product or Application Search >Application List>Application Detail 1� 1� 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 �• •: •�: :.:Eria Koss Address/Phone/Email "' '1900 SW 44th Ave. Ocala, FL 34474 ... 000 .(352).368-6922 Ext 291 .sko&ocws.cc • .. . *00• ... . ... . . . Quality Assurance Representative Jay Lathrop Address/Phone/Email •;• •;• ;1901 SW 44th Ave. •� :O&ate, FL 34474 . .. .. . . • .. .. htt s://www.floridabuildin •or / r/ r_aPP— tl.as x? aram=wGEVX wtD u8obl%2fZm6T PohLz6ontOaK vglON3eNaBBBv3 A MA%3d%3d 1/4 8/10/2015 Florida Building Code Online (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 x, 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 FL16736 R1 COI EvalRep CWS-8716 (HS-8200, 74x63, IMP).rsdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 .. ... . . . . . .. Equivalence of Product Standards, ; •�; ; Certified By .. ... .. . . . .. Sections from the Code 0 00* 0 0 0 . . . . . . . . . . 0:0 . . . . 000 . a Product Approval Method :.: Method 1 Option D . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . https://www.flotridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 2/4 8/10/2015 Florida Building Code Online Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summa 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-8718 (115-8200,74x63, IMP).pdf 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 FL16736 R1 AE DuPont PVB NOA 13-0129 27.pdf. I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvalRel7 CWS-8718 CHS-8200 74x63 Glass complies to ASTM E1300-04. IMP . df FL16736 R1 AE Ouanex Mikron) NOA 12-1Q17 02-pdf Created by Independent Third Party: Yes _ ..l 16736.2 77 j::'jj=i'z=on 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-8696 (HS-8200 111x63 IMP).pdf 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 FL16736 R1 AE DuPont PVB NOA 13-0129 27.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont SGP NOA 11-0624 02.pd Glass complies to ASTM E1300-04. FL16736 R1 AE EvalRe...p CWS-8696 (HS-8200 111x63, IMP). df •• ••• •• FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.pd •. • •• • •. Created by Independent Third Party: Yes .. . . . . ... • 0:0• • 000 • FAef. z?24' • • • • • • • • • • • • • • • • ••• • ••• • • • Contact Us :: 1940 North Monroe Street,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO er .ploter.Qp%plaht 2009-2013 Slate of Florida. :: Privacy Statement:: Accessibility Statement:: Refund Statement Under Florida law,email addresses are puiic rgtRAdj:Ifyodo eot jjntX;ur e-mail address released in response to a public-records request,do not send electronic ••• • • • ••• • • https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqu8ob1%2nzm6TgPohLz6ontOaKpvglC N3.N.BBBv3yAgMA%3d%3d 3/4 8/10/2015 Florida Building Code Online 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: A. Nam • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ont0aKpvglON3eNaBBBv3yAgMA%3d%3d 4/4 ER 1239 Jabara Ave. URNNorth Port, FL 34288 ENGINEERING& Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 869B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44"'Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5t' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: •1) This report,prepared by Lucas A.Turner, P.E.,at 1239 Jabara Ave.,North Port,FL • 2r•ApprojaLdragwing CWS-86913, signed and sealed by Lucas A.Turner,P.E. • • ..4�.Test ReportsNCTL-210-3887-3, -3A,-4,and-4A,by National Certified Testing Laboratories, ':Goes 6rlan& FL,:signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201,202,203 •' `94,A91MV 1886 `02/04/05,ASTM E 1996 `04/06/09,and AAMA/WDMA/CSA Ve 701/1.1*: 440 08 ..... • a.l �'; .• •..;.. A $uppleryeiatpl Calculations to support CWS-86913,signed and sealed by Lucas A.Turner,P.E. . . 00040 Goes"' Installation: 43tioniust be installed according to approval document CWS-869B. .° LiYMfPMtions oCII.A?.This product: 9600' •':''May be used up to the sizes and daylight openings indicated in CWS-869B Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13- 0129.271,and in the fixed glass requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A. 11-0624.02t • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02t t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5t`Ed. (2014)Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. V4DREW f#ie No 50201 ':�-P r 4/18/2015 Lucas A. Turner,P.E.STATF_ or- 4u •�°, & �¢,N,' ? `' FL PE#58201 � N°' •6Ai°i'& ''1B Lucas A. Tucmer 2015-34-18 :21.04:00 GENERAL NOTES: C�� HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED l"INDM SYSTEM � TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 S E. IS 34474 W ASTM E FOR 1996 PIER THOSE 4 MISSILE LEVEL D IMPACT USE AS DEFINED W ALA,FLORIDAFL RI 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 3.CONFIGURATIONS:"OX","XO". HORZ.SLIDER 112 114"MAX.OVERALL FLANGE WIDTH -- 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111"MAX.UNIT WIDTH GLASS TABLES ASTM E-1300.04. _ POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER �n v INFILTRATION TEST PRESSURE AND GLASS TABLES I 4915116" 24 5/8" ASTM E-1300-04. F GLASS DLO GLASS DLO Q o 0 0 5.ANCHORAGE:THE 33 1/31 STRESS INCREASE HAS NOT BEEN USED W j DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m ANCHOR CALCULATIONS. v Z 6411,V I - 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT I i � m ` I O MAX, REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT o oLn OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUTw I w Z FLANGE S B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND I a m HEIGHT FLYING DEBRIS. I o n a w 63" I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT I MAX. II X I 5813/16" I r - z={I 56 14" ,' .oUNIT GLASS t USED AT FIXED MEETING RAIL AND N�n HEIGHT DLO D D DS ¢ O 8.SERIES MODEL DES;GNATION HS-8200. � L m Q Oi 6 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING. M916"AX. O X=OPERABLE SASH,O=FIXED SASH tttJtPyORFt3+jl�a SASHI 6 10.SECTION CALLOUTS APPLY TO ALL ELEVA i IONS IN A SIMILAFI sttt T�%LO E N HEIGHT V ,4, : `� L". I I D LOCATION. I " N. 58201 ,gip 6 j - C - - I - 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FRCM BOTH ENDS. A -- A C A r1: STATE OF 44 :©•• 2715/16" ,�'�• 6 ••t0 R 'A ✓'\,tom MAX.SASH WIDTH �� S'OA; �ttttt z---7 4/1112015 LUCAS A.TURNER,P.E. FL PE#58201 •• ••• • • • • • •• 1239 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34288 •• • •• • • • • •• PH.941-380-1574 •• • • • • ••• I • • • • • • • • • SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS GENERAL NOTES&ELEVATIONS...........1 • 000 • 000 • • DRAWN BY: DATE: GLAZING DETAILS.....................................2 TEF 10/11/13 SECTION VIEWS&GLAZINGDETAILS....3 MAX. UNIT SIZE D 91GN ES R TING• • • IMPACT RATING DWG#: REV. EXTRUSIONS&B.O.M...............................4 ••• • • • • • CWS-869 B ANCHOR SCHEDULE&NOTES................5 111 n X 63" +/- 60 NSF LARGE MISSILE IMPACT INSTALLATION DETAILS...........................6 B°ALE: SHEET 1:20 1 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ��.NO TEM 1900 SW 44TH AVE.s j OCALA,FLORIDA 34474 i W W W.cWS.CC I 8200 PVC 718"OVERALL HORZ.SLIDER 3116"ANNEALED OR TEMPERED 718"OVERALL IMPACT 1/4"AIR SPACE 1/8"ANNEALED OR TEMPERED N d' 7116"LAMI 3/8"AIR SPACE o a 4 3116"ANNEALED 5/16"LAM] o .090 SENTRY GLASS IONOPLAST INITERLAYER7V 1/8"ANNEALED w ¢ m 3116"ANNEALED .090 DUPONT PVB INTERLAYERU Z 118"ANNEALED LL H O PURFECT GLAZE"H" v w N 9 SIKAFLEX 552 N W Z W cc PURFECT GLAZE"H" a Lu i J1121" SIKAFLEX 5521/2"GLASSBITE zaw GLASS BITE U Z 30 ��itytn�Uaq° 16 `,y1cOREb1r °i° i ��,.�LGZ`Afis�.r,',j��!°moi' No 58201 U9�.� STATE OF t6t: O GLASS TYPE B � . SASH GLASS '��°c�°; R 1:•`'®�.� GLASS PEA FIXED GLASS 4/11!2015 LUCAS A.TURNER,P.E. FL PE#58201 •• ••• • • • • 1239 JABARA AVE. • • 000• 000 • • 000 NORTH PORT,FL 34288 • • • • • • •• P . 941-380-1574 • • • • • • ••• • •• • • • • • • • SHEET DESCRIPTION: •• ••• •• • • • •• GLAZING DETAILS DRAW-BY: DATE: • • • • ••• • • TEF 10/11/13 • • • • • • • • • • DWG#: REV.: • •• • • • • ••• CWS-869 B ••• • ••• • • -SC-ALESHEET i 1:1 2 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR 5 3 24 Qsmo 1900 SW 44TH AVE. 1 19 or 49 20 15 t 13 4 45 43 OCALA,FLORIDA 34474 WWW.CWS.CC p .....:................ ................... I . ..................... !Q._...................., _...................� 40 ...... 8200 PVC HORZ.SLIDER IMPACT "'.....'.........'.....� ..................... in v uj o o < 11 6 3 2 5 6 t 18 8 t SECTION VIEW D-D o 0 0 JAMB ROTARY LOCKS � D ? JAMB ROTARY LOCKS: w a m MAY BE SUBSTITUTED FOR JAMB Z SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. 1 O -REQUIRED ON FIN UNITS. v o Ln N w Z > uj aoaCC 0 w 31-37 46 p ¢ 5 16 m 6 Z 50 x REW 14HEAD IMPACT HOOK M DSPAN OF SASHES(TYP.) *�c.PNflE Ns tTL� +'+ 6 (ITEMS 44&46) `�JV'.•�,� l�••.,N1.00 v: No 56201 '?> INTERIOR JAMB IMPACT HOOKS(ITEM 42) itmlots OR ROTARY LOCKS(ITEM 23) 14 LOCATED AT THIRD POINTS. 4/11/2015 NOTES: LUCAS A.TURNER,P.E. 2g -EITHER IMPACT HOOKS OR ROTARY LOCKS t8 MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201 •• 000 • • • • •• ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. g 7 • • • • • • • • NORTH PORT,FL 34288 •• • •• • •• JAMBS OF FIN UNITS. PH.941-380-1574 • • • • • • • • SHEET DESCRIPTION: 1D •• ••• •• • 1 • •• 1 C�s p p SECTION VIEWS 1 • ••• • ••• --• -- DRAWN BY: DATE: • • • • • • • TEF 10/11/13 SECTION VIEW A-A • • • • HED C H K AND • • • AA DWG#: REV.: ,jATv161I�P/j�TFiO W O LOCK LOCATIONS 000 i• ••• • •1:20• CWS-869 B SECTION VIEW C-C, SCALE: ALTERNATE FIN FRAME SHEET 1:2 30F6 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • PARTS LIST `I CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 3118^ _..._.31/8" Vb°S�DOW S 1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC 2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum , 47 2 OCA A, LORI AVE. OCALA,FLORIDA 34474 3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVC 1n6 WWW.CWS.CC 5 P-4638 #8 x 2 1/2"Ph Mod Truss Type A TEN Ajax Steel 211/16" vts^ 3 9n 6` 0 1 7/8" 1116" 6 P-3342 Seam Sealer,SM-5504 Schnee Silicone Q CORNER WELD 7 S-1776 Roller Track Keymark Alum (ALL SIDES) 8200 PVC 8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC — 1`8 HORZ.SLIDER 9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 �` HD MTG RAIL-1681 IMPACT PVC FRAME FIN-6048 �Yr Pi 10 P-4479 Weep Cover w/Flap M&M Nylon 6 11 S-6064 Glazing Bead Mikron PVC 1 15,/18•• -13116"- 5 e' 12 H-6050 Sash Meeting Rail,PVC Mlkron PVC f'—2 3/16^ � 2 a,'16"— MTo_ out--i 13 H-6051 Sash Pull Rail,PVC Mikron PVC 13 o 14 H-6052 Sash Tap/Bot.Rail,PVC Mikron PVC 15/8^ t 5 e^ 1 5.B" 1 5 16" tu 15 H-1497 Reinf.Sash Meet.Rail Keymark Alum I I I v16" 2 w ¢ m 1/16" L 'i/16' L .. .,,,6" 1_ . 16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum Z 17 H-1699 Reinforcement,Sash Pull Rall Keymark Alum PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOPBTM RAIL-6052 PVC HD MTG RAIL COVER-6077 m F I Q ir; FIXED MEETING RAIL I a N 18 P-3429 Wstp.,0.270 x.187 back FinSeal,Gr Ultratab 7 a16" SCREWED TOGETHER WITH I I 0 7 OUTERFRAME I $ w ZIW 19 P-3783 Lock,Impact,PVC Interlock 11 1:8 O EC 20 P-4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel O O o o a� 21 P-4069 Keeper,Impact,PVC Interlock 5%a"-I- cc 22 P-3539 #8x3!4"Square PH Tek,Wnt. Fastenal Steel 1 1r +- 3 4-rte{ m QU h+-- 6"-------� 15!lfi-1 1 -T�,F/- z W 23 P-4958 Rotary LocY. Interlock I t" r J O I c . 46 t/76" 15/16" 24 P-4633 8-32 x 1/2"Barrel Fastener IntOriock 718" 1/16•, SASH MTG.RAIL-1497- j 25 P-4952 Keeper,Rotary Lock Interlock - lrerere PLAN VIEW-1999' - - - - SASH REINF.-1699 ti`�aae►ORE44f err°i 26 P-4779 Roller,Tandem M&M Nylon HEAD IMPACT HOOK 799v 27 P-3541 #8 x 1/2"Octad PH TEK 2 Zinc Fasten! Steel -1I �4l- 7116"V3/,6� 3A " Sly 28 GLASS SEE SHEET 2 CARDINAL GLASS O j _ /6t — 7 f q No 5820^ ' 29 Purfect Glaze"H"or Sikaflex 552 HenkeVSika Silicone i /16" 30 30 P-3028 Set.Blk.,85 Dui.,1/8"x 7/8"x 2" Frank Lowe Rubber 6"— - --� 1118 L9• -�518^�- S.R.R./S.S.R.-1498 31 P-3218 Screen Frame Allmetal RollForm T- A ROLLER TRACK-1776 : S l AYk OF 32 P-4754 Screen Comer Key Allmetal Nylon 5/8 oo;<vs A, P 1'y 33 P-4755 Screen Corner Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACI-CATCH-2000 11 x+7/8"1 , � jONA1-•��s,,`, A+erwr4 34 P-3029 Screen Pull tab Summit 7 43 rr •' 35 P-3033 Screen Spring Fla.Spring SS 0 3116" d- 36 P-3228 Screen Spline Dapa Q PVC GLAZEBEAD-6064 L=1x16" 4!11/2015 37 P-4772 Screen Cloth,Fiberglass GLAZE BEAD-1,12 LUCAS A.TURNER,P.E. 40 P-3113 Screw Support,PVC Team Plastics Rubber �_ _._ 1/2"F/a'� FL PE#58201 41 P-3752 Cap Plug,1/2"Hole M&M Nylon •• ••• • • • • • • ,5/16" 3/8^ 1 516" 1239 JABARA AVE. • • •.__..._. 8 NORTH PORT,FL 34288 42 S-1577 Impact Hook,Frame,Jamb Keymark Alum • • •• • • • •T 4 1/16" 48 PH.941-380-1574 • •• • • • ••• 7/P" 1;16•• 43 S-1112 Reinforcement,Head,Jamb Keymark Alum • K 1%16" PVC SCREEN CATCH-6013 SHEET DESCRIPTION: 44 S-2000 Impact Channel,Sash Keymark Alum ••PLAN VIEW-1 so • •• PVC ANTI-LIFT-6005 ALUM SASH IMPACT HOOK-1577 BOM AND EXTRUSIONS 45 P-3748 #6 X5/8 Ph FH TEK,Zinc,Painted Ajax Steel 1 118" 1 5/16" 46 S-1999 Impact Hook,Frame,Head Keymark Alum • ••• • 3/16" /6 1�3" - 1/2" 9 DRAWN BY: DATE: 47 H-6048 Main Frame,SWHS,Fin,PVC Mikron PVC • • • •r I 40 — 1/16" TEF 10111/13 48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC •• • •• •• T • • STREW S•1PPORT-3113 PVC SCREEN SUPPORT-6014 DWG s: REvsee .: 49 P-5250 Lock,Impact,PVC,w/Flipper Interlock • •• • • • • • • CWS-869 B 50 P-4730 #8 x 1/2"Ph Mod Truss TEK Fastenal Steel LINE ITEMS NOT LSED: • ••• • • • SCALE: SHEET 14,38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1900 SW 44TH AVE. 3"(.n,P) �J 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) WWW.OCALAFLORIDA 34474 6"MAX.(TYP.) 3"(TYP.) I I ]SX SEE NOTE 2 WWW.CWS.CC MAX.O.C. 4"MAX.(TYP.) FT 6"MAX.(TYP.) (TYPJ 82M PVC INSTALLATION ANCHOR(TYR) HORZ.SLIDER M I I MAX.O.C. IMPACT I i I � (TYP.) 17" u� v (TYP-)To.c. X O . X X O X o goo Y W r2 p } W Q m U OLLO � Q U co __ __ N W z w ANCHOR LAYOUT-(FIN) a Lu � O pC ANCHOR LAYOUT-(FLANGE) o w Qt[ w w 5 U T1 Q Z Ox SNORE WRE W i$1 TRIG y. No 58201 :moi rc.•` 31 STATE pF :urs NOTES: iO.p'•A` q,,"" 0 ID 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 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. 4/11!2015 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. (UCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED W ITH 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. •• 000 • • • • • •• 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTAL:ATION INS:RLTCWtNC ACD tNC OF9S SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 PH,941 380 5 4 SPECIFIED IN TABLE 1,SHEET 6. • •• • • • • ••• • • • • • • • • • • SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MNCRMl)tMU GPENINGS,ENBEbmtttr SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3:F(1R� SONRY,I F6^1001)A:ID METj1t.c TEF 10/11/13 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGLy�t BY+RvP.4HE VCHIJ&T,&ENWNI AtF pEIRD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE19 SHEET Ot•CONCRETEACID WSONRY Sl1B99fRRTES MAY NOT BE CRACKED. CWS-869 B goo 0 see9.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) 125 5 OF 6 • •• •• • • • •• •• ••• • • • ••• • • MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS GO&M MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 .._....._..-_.__ SEE TABLE 1 SEE TABBY LE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS 1/4"MAX.SHIM W WW.CWS.CC SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 —� 8200 PVC BY INSTALLER INSTALLATION ANCHOR- - HORZ.SLIDER INSIDE AND OUT SEE TABLE 1 SEALANT BEHIND O MIN.EMBEDMENT IMPACT SEE TABLE 1 FLANGE BY INSTALLER 1/4"MAX.SHIM 0 r v 0 PERIMETER SEALANT o o F PERIMETER SEALANT BYINSTALLER 0 0 BY INSTALLER INSIDE AND OUT INSIDE AND OUT7-- HEAD INSTALLATION ANCHOR I L 0 } SEALANT BEHIND SEE TABLE i Lu ¢ ro INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND SEE TABLE 1 FIN BY INSTALLER I v Z rg1 HORIZONTAL SECTION C HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE AND SILL SIMILAR FOR FIN INSTALLATION I " w Z I W � LIT 1 0 01 j 1/4"MAX.SHIMl= i SEALANT BEHIND J �I FLANGE BY INSTALLER O ....I_..._� - PERIMETER SEALANT— MIN.EMBEDMENT `v4oREW BY INSTALLER SEE TABLE 1 �� jsfi INSIDE AND OUT �G,�?,�.�C E flt S:•�'fy''P J` No 58201 -°: SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. SEE TABLE Iy'91; VERTICAL SECTION '+°o,�•.,� p,.*�y��" 6 TYPICAL SILL ANCHORAGE ��i F•'C p R 4 Ole P!A'ENC? a 4/11/2015 i TABLE I:APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MEDGEIST. LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3116°ITW TAPCON 1-1/2" • ERIMETER SEALANT- - 1239 JABARA AVE. -' G`(`.... (SIN`"' f'.... .`_ •.. .•.,.,. 1YINSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON • 1" INSIDE AND OUTPH.941-380-1574 • D HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 0-1/4" • • ••• 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: 3(16"(TW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" INSTALLATION DETAILS FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060'}MW.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW PULL• EADUP TIM AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE .'" • • TEF 10/11/13 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW •r RLW.060" •• -� Ij 1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE 118"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL �Ei iN81DE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-869 B t/8"STEEL(33 KSI MIN.) DRILLING SCREW •iNRUWD.125" •• • -P*IODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: FW 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112" 1/2" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 60F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •