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WS-17-2265Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe mid Parcel Number Issue Date:11; Per°mitNO. WS-9-i.7-2265 Permit Type: WindowslShutters C1as (cation Window/Door Replacem Permit Status: APPROVED 2017 Expiration: 05/06/2018 Applicant 65 NW 107 Street Miami Shores, FL 33138-4306 1121360070430 Block: Lot: Angela Diaz Vidaillet Owner Information Address Phone Cell Angela Diaz Vidaillet 65 NW 107 Miami Shores FL 33168- Contractor(s) Phone STATEWIDE WINDOWS AND DOORS (561)202-1412 CeII Phone Valuation: Total Sq Feet: $ 21,243.00 0 Type of Work: 5 WINDOWS & 4 DOORS No of Openings: 13 Additional Info: 5 WINDOWS & 4 DOORS Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $13.20 $3.45 $2.30 $4.40 $230.00 $9.00 $17.60 $279.95 Pay Date Pay Type Invoice # WS-9-17-65115 09/20/2017 Check #: 3813 $ 50.00 $ 229.95 11/07/2017 Check #: 1193 $ 229.95 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 ce that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. rmore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent November 07, 2017 Date Building Department Copy November 07, 2017 1 ),IS 11 -CZ S -33�c1 4 _, _ �WINDOWS statewideimpactwindows@gmail.com4561-202-1412 INDOWS&.DOORS statewideimpactwindows.comr%ATE%%DE 3431 West Woolbright Road Boynton Beach, FI. 33436 Lisc k SCC131151898 Proposal Submitted to A Ns-e l c ()I ct - ( ®1 1,e \- Date Cr^Z,\_I--1 Phone 3 jS 59 Z,- Address .. I %i 3 /Utz./ / ii -7 51- i II ?tts /-/ 3/CJ act-.,_.19,- Email I ,t 00 5 t.? LJ ? (�t t , co-, f #: WIDTH HEIGHT TYPE ROOM # WIDTH HEIGHT :TYPE ROOM 1t. ° —7c S5 skit) - A-c'» 11 3l 50 4!ov:)-- 2 a 0 -7 t Jic/1�.1t'q1l1 VS,r,(n 12 q SD 5P5 %?c.1 3 1.-, 0 '7Gl S'i ci g /f yh)- %i.L h 13 3 i 5 0 %'/ P .e/% Z 4 ZU ?et Si e1 c 1 i 7ti -l- wok 4 ) isd"� e1,0w Ofo i 6 C C -7 1 flxNcL. O A.11 i 0LW16 I �GA % 7 36 7C( it CX aid: 17 04 bC.1,C. 8 G-- 3 r% h A i K 18 9 3S 71 at.dc,, Ck4✓ L-A7 19 o 5 `7 50 /i - l ' -')-- l/ 20 With the payment terms as follows: �j Total Number of Windows "j Total Number of Doors. el 1 Total Sale Price $ d•• .1 v� L J Y NO Cit Deposit upon signing $ iiG U HOA approval needed Impact • S2 Payment upon final measure $ 0 ) Insulated NO Window frame color o� BRONZE Payment upon commencement $ 5 2 ' 1 Wind color in BRONZE TURTLE - S- Final balance at completion $ 5 7-- 1 Glass CLEA GREY BRON OW-E Colonials YES NO Fa payment Is required no later than at the time of completion, not at final Inspection. Final inspection Is conducted by the dry building department and not by Statewide Windows &Doors. Installation does not Include painting of any kind. We will repair any stucco work or any other repairs needed directly caused by thewIndow and door Installation. Unforeseen condltlons of bucks, • grand �CWS P 7 EAS Lawson I Financing U YES Nm Customer Initials k� 9 windowsills, frames, and alarm contacts are the responsibility of the homeowner. We are not responsible for window treatments, or moving furniture and any other belongings away from window. '.. Statewide Windows & Doors agrees to measure, supply, and install the products listed on this quote for the amount listed above. All work will be completed in a professional workman like manner and according to the manufacturers recommendations and in accordance with all Florida building codes. Statewide will warrantee our installation against defects for 10 years in addition to all manufacturers warranties on the supplied products. Statewide is not responsible for manufacturer delays, acts of God or any matters beyond our control. This order Is for "made to order" goods and cannot be canceled except as stated below. All change orders must be in writing to avoid any misunderstandings and must be signed upon by both parties. Statewide will dispose of and recycle all waste material from the removal of the existing windows and doors and all packaging from new products. All windows on this contract are approximate sizes and are subject to change at the time of the final measure. Statewide Windows & Doors maintains the right to refuse a contract and Issue a refund at any time. - ~BUYERS RIGHT TO CANCEL ! ' Buyers may cancel this contract by delivering written notice to the seller anytime prior to midnight on the 3'v business day after the date of this transaction. Buyer may use thb contract as that notice by writing 1 hereby cancer at the bottom and adding the buyers name, address, phone number and signature. Notice must be delivered to the address above. At the end of the 3rd day period this contract is In full effect and cannot be canceled. Cancellation after the 3i° day results in a forfeit of down payment and may only be accepted at the company's discretion. i I CUSTOMER ACCEPTANCE OF PROPOSAL ¢' I have reviewed your proposal and hereby Indicate my acceptance with my signature as per the details, specifications and amounts listed above on this proposal. I agree to the proposed ter of pa t and will release the funds as listed herein. //. Authorized Sionatorv: Namely 14 12-4-1-UdQI/-f Signatu `�— Date: v — L (— 1 7 Co -Owner Signatory: Name Signature: Date: Authorized Statewide Representative: /i Date: 6-71- i -7 1 ® STATEWIDE 561-202-1412statewid eimpactwindows@gmail.com. WINDOWS Ile DOORS statewideimpactwindows.com 3431 West Woolbright Road Lisc # SCC131151898 Boynton Beach, FI.33436 Proposal Submitted to t !/�` l i"3-e i c, 12 i t. V i A" 1 G- Date 6?...,:—A," Pho Fie 3Gj � S Z Address I lo. �L"J /Go 4'h Email /' &G3t 200 1 f # i WIDTH HEIGHT TYPE ROOM # WIDTH HEIGHT TYPE ROOM 1 3 (c Su tin- f to / 11 Yi' /1 r r u- L" 2 0 3 3" 7 ,/ v a 12 Aftel,c d 3 3C T7 kill_ a.m,,yicre 0..,13 ofi)it`41 C,�✓)el- 4 So o� "1 /_r n /2`£S 14 d/s*/ C— )—�^'1 —1 5 )„(..r 2-LI /%n /`,e- r' -, /).%.PN ,t cid c',j 15 67 t(,/ �� !� v65�,Gn 16 7 ) C 3 b /.-/n ti )-L 17 8 3 G 7 C (-lY 6,- )(-- 18 9, 7C —3C Hn 6,"v"'t'. 19 1 0 20 With the payment terms as follows: Total Number of Windows ! % Total Number of Doors ' 0 Total Sale Price $ (� G U zo i ‘ Deposit upon signing $ c 0 00 " HOA approval needed (Y S, NO Impact Q. /1 Payment upon final measure $ lam/) Insulated ,� NO Window frame color out `� BRONZE Payment upon commencement $ C� Windo olor in �t� BRONZE Final balance at completion $ C.)Colonials Glass k REY BRONZ LOW-E TURTLE YES NO Full is later Details ` payment required no than at the time of completion, not at final inspection. Final. Inspection Is conducted by the city building department and not by Statewide Windows & Doors. brstallatlon does not include painting of any kind. We will repair any stucco work or any other repairs $ needed directly caused try the window and door installation. Unforeseen conditions of buds, windowsills, frames, and alarm contacts are the responsibility of the homeowner. We Brand BHI W G7 AS Lawson �$iC1 Financing n� YES (�IQ� Customer Initials 4 —.1. are not responsible for window treatments, or moving furniture and any other belongings away from window. Statewide Windows & Doors agrees to measure, supply, and install the products listed on this quote for the amount listed above. All work will be completed in a professional workman like manner and according to the manufacturers recommendations and in accordance with all Florida building codes. Statewide will warrantee our installation against defects for 10 years in addition to all manufacturers warranties on the supplied products. Statewide is not responsible for manufacturer delays, acts of God or any matters beyond our control. This order Is for "made to order" oods and cannot be canceled except as stated below. All change orders must be in writing to avoid any misunderstandings and must be signed upon by both parties. Statewide will dispose of and recycle all waste material from the removal of the existing windows and doors and all packaging from new products. All windows on this contract are approximate sizes and are subject to change at the time of the final measure. Statewide Windows & Doors maintains the right to refuse a contract and issue a refund at any time. BUYERS RIGHT TO CANCEL Buyers may cancel this contract by delivering written notice to the seller anytime prior to midnight on the 3's business day after the date of this transaction. Buyer ye may use this contract as that notice by writing "I hereby cancer at the bottom and adding the buyers name, address, phone number and signature. Notice must be delivered to -the address above. At the end of the 3rd day period this contract is in full effect and cannot be canceled. Cancellation after the 3n0 day results in a forfeit of down payment and may only be accepted at the company's discretion. I CUSTOMER ACCEPTANCE OF PROPOSAL i have reviewed your proposal and hereby indicate my acceptance with my signature as per the details, specifications and amounts listed above on this proposal. I agree to the proposed terms of pay and will release the funds as listed herein. �--""r Date: -Ly'� 7 Authorized Sionatorv: Nam �' / A.,- "cli Signature• .t Co -Owner Signatory: Name Signature: Date: Authorized Statewide Representative; A-- Date: 6_2^/ I Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED SEP 0 2017 F BC 20 14 St h BUILDING Master Permit No. WSfl — ZZbS PERMIT APPLICATION Sub Permit No. ®BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 65 NW 107 ST City: Miami Shores County: Miami Dade Zip:33168 Folio/Parcel#:11-2136-007-0430 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):ANGELA DIAZ VIDAILLET Address:65 NW 107 ST Phone#:305-542-4128 City: Miami Shores State: Fi Tenant/Lessee Name: Email: Phone#: Zip: 33168 CONTRACTOR: Company Name: STATE WIDE WINDOWS AND DOORS Address: 3417 WOOLBRIGHT RD Phone#:561-202-1412 City: BOYNTON BEACH Qualifier Name: SCOTT PETAK State: FL Zip: 33436 Phone#: State Certification or Registration #: uw 131 1 1 1 s Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $21243.00 Square/Llnear Footage of Work: Type of Work: ❑ Addition ® Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: WINDOWS AND 4 DOORS Specify color of color thru tile: Submittal Fee $ SO i d Permit Fee $ 2.30 ' C) CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ Z3 f )d (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Zip 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. OWNER or AGENT The foregoin: instrument was acknowledged before me this 3 1 day of I.t(. , 20 17 , by Ilti&CUI7_16.1) des, who is p-- . to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Signature CONTRACTOR The foregoing instrument was acknowledged before me this _ day of _ 20 (/ by oTT i-T4 . , who is personals ly, own to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: �%� ••'[ Sign: IO Print: 1J Ci \ 1'%)' (`� L.,/ l!I_. Print: Seal: ;:�'•. BRITTANY CHRISTINA PARK Seal: •" MY COMMISSION # FF231406 p��, EXPIRES Mary, 17, 2019 **************** ! 0�. s. �.. F KI �i r $OCC ********** V' APPROVED BY 11 Plans Examiner as Structural Review Jf‘S : `'"Y'` -g., CAROLE A PAULSEN :; MYC OMMISSION**F99**06 ?La EXPIRES May 10, 2020 i407139a-0153 FloridallotaryService.com k********** Zoning Clerk (Revised02/24/2014) Opening Size_ (W z H) 1. FL15210.4 µ (ENTRY DOOR) 2. FL15814.1 (HORIZONTAL SLIDER) 3. FL15814.1 (SLIDE/PIC/SLIDE) 4. FL15814.1 (HORIZONTAL SLIDER) 5. FL15814.1 (HORIZONTAL SLIDER) 6. FL15814.1 (HORIZONTAL SLIDER) 7. FL15814.1 (HORIZONTAL SLIDER) 8. FL15814.1 (HORIZONTAL SLIDER) 9. FL15814.1 (HORIZONTAL SLIDER) 10. FL15210.6 (FRENCH DOOR) 11. FL15210.6 (FRENCH DOOR) 12. FL15814.1 (HORIZONTAL SLIDER) 13. FL15210.4 (FRENCH DOOR) 14. FL6890.1 (CASEMENT) 15. FL15814.1 (HORIZONTAL SLIDER) 16. FL6890.1 (CASEMENT) 17. FL15814.1 (HORIZONTAL SLIDER) 18. FL15814.1 (HORIZONTAL SLIDER) MRH 14 .37.x80 36 x 49 95 x 49 51 x 24 25 x 24 35 x 36 36 x 36 36 x 37 36 x 37 114 x80 113 x 80 62 x 42 33 x 81 35 x 49 36x37 35 x 49 35 x 49 52 x 49 m 0 cn 42 5 BATH 1 BED 1 4 3 ENTRY 2 1 18 EGRESS 60 PERMIT #: WS 1-1- 2ZbS Miami Shcres Village APPROVED BY C DATE ZONING DEPT BLDG DEPT K 0 SUBJECT 1.0 CC STATF ANI I ((,I MIPLI,NCE Wif-I ALL FEDERAL NI ( rU L=S AND REGULATIONS 52 � Y SEP 2'0 2017 BY: - LIVING 11 120 • • • • • •• • (f) ■ • BED2 0' 14••••• • W •••• BATH 2 BED 3 17 36 • 49 •• • 1y . • • • • • • • •• • •••• • • •••• • •• • • •••• • •• • • • • •• • •••• •••• • (01 • • • • W • ••• �J • 11 ••Q • • COP RINT WIPE COW SCALE NOT TO SCALE OATE'. Aug 29, 2017 PAGE DESCRIPTION Site Plan AGE EasySeats easyseais.com Broward, Palm Beach Wind Speed: 170 mph Exposure Category'C' Mean Roof Height up to: All Triburary Areas Zone 4 Interior Zone 5 Corner + - + - 15 ft +37.8 -41.0 . +37.8 -50.6 20 ft +40.2 -43.6 +40.2 -53.8 25 ft +42.1 -45.7 +42.1 -56.4 30 ft +43.7 -47.4 +43.7 -58.6 35ft '• +45.2 -49.0 +45.2 -60.5 40 ft +46.5 -50.4 +46.5 -62.2 45 ft +47.6 -51.7 +47.6 -63.8 50 ft +48.7 -52.8 +48.7 -65.2 55 ft +49.7 -53.9 +49.7 -66.5 60 ft +50.6 -54.9 +50.6 -67.8 70 ft +47.8 -47.8 ' +47.8 -87.7 80 ft +49.2 -49.2 +49.2 -90.2 90 ft +50.4 -50.4 +50.4 -92.5 100 ft +51.6 -51.6 +51.6 -94.6 120 ft +53.6 -53.6 +53:6 -98.3 140 ft +55.4 -55.4 +55.4 -101.5 160 ft +56.9 -56.9 +56.9 -104.4 180 ft +58.4 -58.4 +58.4 -107.0 200 ft +59.7 -59.7 +59.7 -109.4 ASCE 7-10 Design Wind Loads For Wall Components & Cladding Wind Pressures [psf] for use with Allowable Stress Design Broward, Palm Beach (Coast) Wind Speed: 170 mph Exposure Category'D' Mean Roof Height up to: All Tribu ary Areas Zone 4 Interior Zone 5 Corner + - + - 15 ft +45.9 -49.8 +45.9 -61.4 20 ft +48.2 -52.3 +48.2 -64.6 25 ft +50.1 -54.4 +50.1 -67.1 30 ft +51.7 -56.1 +51.7 -69.3 35 ft +53.2 -57.7 +53.2 -71.2 40 ft +54.4 -59.0 +54.4 -72.8 45 ft +55.5 -60.2 +55.5 -74.3 50 ft +56.6 -61.3 +56.6 -75.7 55 ft +57.5 -62.4 +57.5 -77.0 60 ft +58.4 -63.3 +58.4 -78.2 ' 70 ft +54.9 -54.9 +54.9 -100.6 80 ft +56.2 -56.2 +56.2 -103.0 90 ft +57.3 -57.3 , +57.3 -105.1 100 ft +58.4 -58.4 +58.4 -107.1 120 ft +60.3 -60.3 +60.3 -110.5 140 ft +61.9 -61.9 +61.9 -113.5 160 ft +63.4 -63.4 +63.4 -116.2 180 ft +64.7 -64.7 +64.7 -118.6 200 ft +65.9 -65.9 +65.9 -120.8 - In • Conforms to the Florida Building Code 5th Ed (2014). • Tabulated design wind loads are based on ASCE 7-10 specifications for components and cladding based on design criteria as noted herein. • Where this document is used for permit, applicability of design criteria noted herein (Basic Wind Speed, Exposure Category, Risk Category, etc.) shall be verified by the contractor & building official prior to construction. • This specification may be used in conjunction with engineering under separate certification (by this engineer or Miami -Dade Wind Speed: 175 mph Exposure Category'C' Mean Roof Height up to: All Tribu ary Areas Zone 4 (Interior) Zone 5 fanier + - +°Ti ft +40.1 -43.4 +40.1 -53.6 20 ft +42.6 -46.2 + .-57.0 25 ft +44.6 -48.4 +44.6 =59.7 30 ft +46.3 -50.3 +46.3 -62.1 35 ft 1 +47.9 -51.9 +47.9 -64.1 40 ft +49.2 -53.4 +49.2 -65.9 45 ft ,+50.5 -54.8 +50 5 -67.6 a ' 50 ft +51.6 -56.0 +51.6 -69.1 55 ft .'+52.7 -57.1 +52 7 =70.5 60 ft +53.6 -58.2 +53.6 -71.8 70 ft i +50.7 -50.7, , +50.7 -92.9 80 ft +52.1 -52.1 +52.1 -95.6 '90 ft +53.5 -53.5 +53.5 -98.0 , 100 ft +54.7 -54.7 +54.7 -100.2 120 ft i'+56.8 -56.8 +56.8 -104.1 140 ft +58.7 -58.7 +58.7 -107.6 ' 160 ft +60.3 -60.3 +60.3 -110.6 180 ft +61.9 -61.9 +61.9 -113.4 200 ft +63.2 -63:2 +63.2 -115.9 • Wind Speeds noted above are ultimate design wind speeds (3-second gust). • Cities and/or counties are listed only as a general guide, based on Risk Category II buildings. Verify applicable wind speed and exposure category with local building department. • Plus (+) & minus (-) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (average) Roof Height" cannot be REGIONAL WIND LOAD CHART - SOUTH FLORIDA EDITION - ASD Load Combination Coefficient: 0.6 Enclosed Bldg: GCpi = ±0.18 Miami -Dade (Coast) Wind Speed: 175 mph Exposure Category'D' Mean Roof Height up to: All Tribu ary Areas Zone 4 Interior Zone 5 Corner + - + - 15 ft +48.6 -52.7 ' +48.6 -65.1 20 ft +51.1 -55.4 +51.1 -68.4 25 ft +53.1 -57.6 +53.1 -71.1 30 ft +54.8 -59.5 +54.8 -73.4 .35 ft +56.3 -61.1 +56.3 -75.4 40 ft +57.6 -62.5 +57.6 -77.2 45 ft - +58.8 -63.8 +58.8 -78.8 50 ft +59.9 -65.0 +59.9 -80.2 55 ft +60.9 -66.1 +60.9 -81.6 60 ft +61.9 -67.1 +61.9 -82.8 70 ft +58.2 -58.2 +58.2 -106.6 80 ft +59.5 -59.5 +59.5 -109.1 90 ft +60.8 -60.8 +60.8 -111.4 100 ft +61.9 -61.9 +61.9 -113.4 120 ft +63.9 -63.9 +63.9 -117.1 140 ft +65.6 -65.6 +65.6 -120.3 160 ft +67.1 -67.1 +67.1 -123.1 180 ft +68.5 -68.5 +68.5 -125.7 200 ft +69.8 -69.8 +69.8 -128.0 • Wind pressures are appli able to all building floors. • Tabulated wind pressure are valid for all roof slopes; no reduction for roof slope 510' has been considered. • Tributary Area noted in table (effective wind area) is equal to the minimum of [height x width] or [ht x ht / 3). Round down to values shown. • Zones 4 & 5 ("interior" and "corner" zones, respectively) are as shown to the right, where the dimension "a" is the minimum of 10% of the building's least horizontal dimension or 40% of the mean roof height, but never less than 3'-0" or by others) using Allowable Stress Design (ASD). determined, peak roof height shall be used, except that eave 4% of the least horizontal dimension. • Refer to the above -noted ASCE 7 standard for descriptions height shall be used for roof angle less than or equal to 10'. • This specification is valid only for use with structures NOT and definitions of all design criteria. Round up to values shown located In the upper one-half of an isolated hill, ridge or 1200 N Federal Hwy, #200, Boca Raton, FL 33432 • Design is based on structure classification as Enclosed Bldg: Copyright ©2017 Easy Seals Eave Height Mean Roof Ht Peak Height W II lEVaneN • Kzt = 1.0 Kd = 0.85 Florida Keys (Coast) Wind Speed: 180 mph Exposure Category'D' Mean Roof Height up to: All Tribu ary Areas Zone 4 Interior Zone 5 Corner + - + - 15 ft +51.4 -55.8 +51.4 -68.9 20 ft +54.1 -58.6 +54.1 -72.4 25 ft +56.2 -61.0 +56.2 -75.3 , ..•• 30 ft +5840e61.9 +56.% •77.' • • • .4 • . . •. •• . • 35 ft •••• +54.6.-64.6 ••.• +59.6 •••••• -76.8 :404ft +61.0 -66.2 +61.0 •....• -8107 ••• •• •• ,• . •. 45aft +6l.3•-67.9 , +62.3 -83.4 : •90'ft +6e301•-684 +e3t4.84.9 •!•ft ••.., •••••• +64.5 49.9 m+64.5 86.3 60•ft +f •4• J=.p +e1'.4,,/4.'6 • a'70 t +6j.„5,- 61.§ +Q%S'P13.8 80 ft +63.0 -63.15 +63.0 -115.4 90 ft +64.3 -64.3 +64.3 7117.8 100 ft +65.5 -65.5 +65.5 -120.0 120 ft +67.6 -67.6 +67.6 -123.9 140 ft +69.4 -69.4 +69.4 -127.2 160 ft +71.0 -71.0 +71.0 -130.2 180 ft +72.5 -72.5 +72.5 -132.9 200 ft +73.9 -73.9 . +73.9 -135.4 WAIT FI INI0N Valid only with engineer's signature & geised seal Christian Langley, P FL PE #67382 CA #31124 Document No. A1ORS A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner Zone - 10% of least horizontal dimension or 40% of the mean roof height, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. OPENING LOCATION NUMBER (Location) Corner Zone or Interior IS THIS A WINDOW OR DOOR GLAZING TYPE PRODUCT ACCEPTANCE NUMBER PRODUCT APPROVAL APPROVED PRESSURE RATING REQUIRED OPENING DESIGN PRESSURE MAXIMU M TESTED SIZE ROUGH OPENING DIMENSIONS MULTIPLE WINDOW ARE SHUTTERS REQ Y/N (+) PSF (-) PSF (+) PSF (-) PSF MULLION REQ Y/N/NA 1 Int DOOR 1"Lami IG FL15210.4 75 75 40.1 43.4 37.5 X 81 37x80 No No 2 Int Window 5/16" Lam; IG FL15814.1 60 60 40.1 43.4 74 X 64 36x49 No No 3 Int Window 7/8" La,„i 1G FL15814.1 60 60 40.1 43.4 111 X 63 95x49 No No 4 End Window 5116"La`"i1G FL15814.1 60 60 40.1 53.6 74X64 51x24 No No••••. No•:••� No Nd••: Nb••: 5 Int Window 5/16"Lam'IG FL15814.1 60 60 40.1 43.4 74X64 25x24.•. __ 6 Int Window 5/16"LamiIG FL15814.1 60 60 40.1 43.4 74X64 35x36 • 7 Int Window 5 16" Lami 1G FL15814.1 60 60 40.1 43.4 74 X 64 36x36,... • NQ. •. led • • • 8 Int Window 5,16'Lam, G FL15814.1 60 60 40.1 43.4 74X64 • 36x37•••• • .. No •• NO:•• 9 Int Window 5/16"Lam11G FL15814.1 60 60 40.1 43.4 74X64 36x3'�••••• No••••• Nb••: 10 Int DOOR 1 ° Lami IG FL15210.6 75 75 40.1 43.4 152 X 8I 114x80 • : No • N.(a • •: . 11 Int DOOR 1"LamilG FL15210.6 75 75 40.1 43.4 152X81 113x8b •..: NO,?.. . IN;o••• 12 Int Window 5„6 Lam,1G FL15814.1 60 60 40.1 43.4 74 X 64 62x42 No • • • No 13 Int DOOR 1" Lami IG FL15210.4 75 75 40.1 43.4 37.5 X 81 33x81 No No 14 Int Window 7,8 Lam IG FL6890.1 67.5 67.5 40.1 43.4 37 X 72 35x49 No No 15 Int Window 5/16" Lam"G FL15814.1 60 60 40.1 43.4 74 X 64 36x37 No No 16 End Window ''H" Lami 1G FL6890.1 67.5 67.5 40.1 53.6 37 X 72 35x49 No No 17 End Window "'am' 1G FL15814.1 60 60 40.1 53.6 74 X 64 35x49 No No 18 Int Window 5/16" Lami 1G FL15814.1 60 60 40.1 43.4 74 X 64 52x49 No No • • • • • • . • • • • 7/4/2015 4•tXa1 aim{,rS 9tt1i Businessr� Professibnal Lkenseeffidently. Regtdatefalriy Florida Building Code Online BCIS Horne Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval SER: Public User Product Approval Menu > Product or Application Search > appIica tipn List > Application Detail „." 4a FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative FL1.5210-R5 Revision 2014 Approved Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Swinging Exterior Door Assemblies Evaluation Report from a Horida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Honda Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. • V alidation Checklist - Hardcopy Received Certificate of Independence •• ••• • • • • • • • • • • • • • •: :L1:21:p CERjIFICATE of INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year • ••• AiTM4 G29 •• • 1996 •• •• •j1S:M D•2g43 • • • • • 1999 • • • :kS=M 1635 • • • • 1998 • • • • ATM Dt38 • • 2003 ASTM E1300 2004 ••• • kSrlPi* • • • 2005 • • 16'W C26 • • • 1995 • • • ••• • • • • • • • • • • • • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDgv3.WKJt1QlikerPig/9gip•%VC cferwi20vD2Tk%2fmOBUw%3d%3d 1/4 7/4/2015 Florida Building Code Online G 155 TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 15210.1 Florida Licensed Professional Engineer or Architect FL15210 R5 Equiv Equivalency Of Standards.pdf Method 1 Option D 04/24/2015 04/26/2015 04/29/2015 06/23/2015 Model, Number or Name a. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside I-IVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Description 6'8 "Impact" Opaque Fiberglass Single Door Inswing/Outswing (X - Configuration) Installation Instructions FL15210 R5 II Inst 15210.1, odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.1.pdf Created by Independent Third Party: Yes 2005 1994 1.5210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (OX or XO; OXO - Fiberglass Door Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.3 Installation Instructions FL15210 R5 1I lnst 15210.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.2.pdf Created by Independent Third Party: Yes c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product p. .r 6'8 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Installation Instructions FL15210 R5 I1 Inst 15210.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.3.odf Created by Independent Third Party: Yes 15210.4 d. Smooth/Wood Grain/White Wood 1 6'8 "Impact" Glazed Fiberglass Single Door - Grain/Rustic/Maheyanyi6feries ® •l In9wiRg/OAtewing (X - Configuration) • Fiberglass Door: • • • • • •• • • • •----•-•--. • _ •_ • r- r»--• �. • • • • • ''•IngtaNatior*Instructions •• ••• •• •( FL15210•d5 II Inst 15210.4.odf I Verified By: Lyndon F. Schmidt, P.E. 43409 I Created by Independent Third Party: Yes • ••• • ••;IEvalua•ien Reports •FL15:1Q RI A: Eval 15210.4.mil Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.4 for Design Pre:sur4Ratingt, ally • additional use limitations, installation •r tructins and•prid kt •Crtat dby• gndt pendent Third Party: Yes • particulars. ••• • • • • • 1 1.. ; e. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or ( Grain/Rustic/Majijgany Series Q 4 •Sjlites - Inswing/Outswing (OX or XO; OXO - Fiberglass Door • •• • • • I Infiliratiors) https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yenJZMQRC Pdlt fgb oV2IrCgAjrwi20vD2Tk%2fmQBUw%3d%3d 2/4 7/4/2015 Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.6 Installation Instructions FL15210 R5 II Inst 15210.5.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.5.odf Created by Independent Third Party: Yes f. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.7 g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.6.odf Created by Independent Third Party: Yes 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Configuration) Installation Instructions FL15210 R5 II Inst 15210.7.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.7.odf Created by Independent Third Party: Yes 15210.8 h. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R5 1I Inst 15210.8.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 Evaluation Reports Other: See INST 15210.8 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.8.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.9 i. Smooth/Wood Grain/White Wood I Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.10 8'0 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Installation Instructions FL15210 R5 II Inst 15210.9. Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.9.odf Created by Independent Third Party: Yes j. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Configuration) Installation Instructions FL15210 R5 II Inst 15210 10,Ix1f Verified By: Lyndon F. Schmidt, P.E. 43409 • • • • • • • j, Crgat j1 byIodependent Third Party: Yes Design Pressure: N/A • • • • • Lva4u4tion Reports Other: See INST 15210.10 for Design Pressure Ran ngelny: :LLt"i2:0 AE Eval 15210.10,0df additional use limitations, installation instructions acid Qrotluct Created by Independent Third Party: Yes •• ••• •• • • • •• particulars. 15210.11 I k. Smooth/Wood.Grnihite Wood $0 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahn�W ogar y Series b• • •sidelit%s 04tsui‘ing (OX or XO; OXO - Configurations) Fiberglass Door •• • •• ••• • •••• •• • • • •• • • • • • • ••• • • •I•nstallation listructions FL15210 R5 II Inst 15210.11.0f Verified By: Lyndon F. Schmidt, P.E. 43409 • • • • • • • Cjgate•d by Independent Third Party: Yes • • • • • E\saluation Reports • • • ••• • • • • • • • • • • • • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVNZVRCF•10540bCg"/L2brgA i20vD2Tk%2ImQBUw%3d%3d Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A 3/4 7/4/2015 Florida Building Code Online Other: See INST 15210.11 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.11.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.13 Installation Instructions FL15210 R5 II Inst 15210.12,odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.12.pdf Created by Independent Third Party: Yes m. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Surface Grain/Rustic/Mahogany Series 0 Bolts - Outswing (X - Configuration) Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210,13.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.13,pdf Created by Independent Third Party: Yes 1521.0.14 n. Smooth/Wood Grain/White Wood 18'0 "Impact" Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series 0 Bolts on Active Door panel - Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R5 II Inst 15210.14,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 15210.14 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.14.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.15 o. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.15 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 8'0 "Impact" Glazed Fiberglass Single Door utilizing the WINDSERT'" an operational window insert - Outswing (X - Configuration) Installation Instructions FL15210 R5 II Inst 15210.15. pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not 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 . •• ••• • • • • • •• • •Prultur, A jpr4Yaljccoptw ::• • • 4f ► .r' i • ••• •• • • • •• tcruriu ui I, • ••• • ••• •• • • • • •• • • • • • •• •• • • •• •• • •• • • ••••• ••••• •• •• •••• •••• ••• • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • ••• • • • • •• • • • • •• • • • • https://floridabuilding.org/pr/pr_app_dtLaspx?param=wGEVXQwtDgv3y iVZ:QRC:PQurb.C.2eCgRjrwi20vD2Tk%2fmQBUw°/a3d%3d 4/4 R W Building Consultants, Inc. Cnnsuliin5 and Cngineering Services tirr Ittc 13uiidin8 Industry PD.Lk' _3i1Vntrino,rL333595 Pluto: tir36599197 fhtidn Roan! el' hrok-ycinnal EniziwersCertiftcnlc nt`rlatirorinntinn No 981 Product Category Sub Category Manufacturer Product Nam Exterior Doors Swinging Exterior Door Assemblies Plastpro, Inc. 5200 W. Century Blvd, Los Angeles, CA 90045 Phone 440.969.9773 Smooth t Wood Grain t White Wood Grain Rustic t Mahogany Series 0 Fiberglass Door Inswing1Outswing -"Impact" Scope: Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code 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 dressir 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 borne 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-15210.4 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 overhanor canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. S e drawing FL-15210.4 fo: size and design pressure limitations, Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. ,System ID # 1998) for Plastpro Inc., based cn Rule Chapter No, 61G20.3, Method 1D 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 cr in any other entity involved in the approval process of the product named p 1. Test Report No. TEL 01390365 ETC-05-255-16776.0 ETC-08-255-17412.0 ETC-07-209-19303.0 2. Miami -Dade NOA 14-0423.16 13-0114.05 3. Drawing No, Na. FL-15210.4 4. Calculations Anchoring ASTM E 1300 Glass Load 5. Quality Assurance Test Standard TAS 201-94, 202-94 & TAS 203-94 ASTM D 635-98, 638-03, 1929-96 8 2843-99 ASTM G 26.95 ASTM E 84-05 ASTM D 635-98, 638-03, 1929-96 8 2843-99 Materials Saflex PVB tnlertayer (Eastman Chemical Company) Royal Mouldings (Exi. PVC) Prepared by, RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. • • • • • • • Testing Laboratory Testing Evaluation Lab., Inc. ETC Laboratories Signed by Lyndon F. Schmidt, P.E. Joseph L Doidan, P.E. ETC Laboratories Joseph L. Doidan. P.E. ETC Laboratories Ben Meunier •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • •• ••• • • ••• •• • • • • • • • •• • • • OOO • • • • .. • '- • • • °1,, • • • • • • • ., •,_ E•, „5heot ofil • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F, Schmidt. P,E. FL PE No, 43409 4/24/2015 GENERAL NOTES plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series 0 Fiberglass Door INSWING / OUTSWING "IMPACT' 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 fisted and spoced os shown on details. Anchor embedment to base material shall be beyond wail dressing or stucco. 3. When used in the "HVNT this product complies with Section 1626 of the Florida Buildinc Code and does not require an impect resistant covering. 4. When used in areas outside of the "HVHZ'requinng wind borne debris protection this product complies with Section 1609.1.2 of the 2014 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 constriction, 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 this drawing 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 locutions protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION Typicar elevation. design pressures, & general notes 2 Door panel details 3 Lite frame details and glazing details 4 !Horizontal cross section 5 Verticol cross sections 6 3-point lock details 7 ; 3-point lock details 8 Buck and frome anchoring 9 Components 10 BTl of materiels 0 z z 0 Ce 0 0 y m 4 37.50" MAX. OVERALL FRAME WIDTH X 0 SWING MAX. FRAME DIMENSION DESIGN PRESSURE (PSF) POSITIVE NEGATIVE INSWING 37.50" x +75.0 -75.0 eL N -,---<- OUTSWING 37.50" x 81.13" +75.0 h -75.0 • • • • • •• • ••••I • ' Ji '1 • ••(-)?!? • • • Usz• • :o c • ZC • 2 W • •Q71/• • •••• •• • ,.,--:-2,, �� • • • • • • •••• • •• `j 3 • ^ • • • •• •• • • • • • • •••••• •••• • o • • • • • • •• • ••• • • • • • See sheets 2 & 3 for hardware and lite frame design pres3afe limitations ml • Tip • • • I`c 0' ;ATE 02,. r 6.%12 S>LE N T.S. DWG._ LFS FL-t5210.4 3 10 12014)\F1-15 0 E 2 z z 79.25" MAX. O.A. HEIGHT 0.7 HINGE STILE (LVL) 35.75" DOOR WIDTH 40 DOOR PANEL °HORIZONTAL CROSS SECTION SEE HARDWARE TABLE SEE HARDWARE TABLE LATCH STILE (LVL) HARDWARE TABLE MANUFACTURER MODEL MAX. DESIGN PRESSURE (PSF) KWIKSET KNOB: SIGNATURE SERIES DEADBOLT• SIGNATURE SERIES (980) ± 75 S WAGE KNOB: "F" SERIES (F51) DEADBOLT: B" SERIES (660/62) ± 75 PAMEX DEADBOLT: FD7 SERIES ± 75 HOPPE MULTI -POINT LOCK: 3-POINT TONGUE ± 50 W a F MULTI -POINT LOCK: TRILENNIUM "3000" SERIES ± 75 See sheets 6 and 7 for multi -point lock details. TOP RAIL (COMP.) INTERIOR FIBERGLASS SKIN (0.125' MIN. THK.) FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) BOTTOM RAIL (COMP.) • • •• •• EXTERIOR C)VERTICAL CROSS SECTION • • 4 • • • • • • • • • • • • • • • • • t• •0 0 a • ••••I CC ••1•• Up G • zo o • aA m z (1,1 n,1 24•• m � 0 a UPDATE TO 5TH CD. (2014) FBC z 0 rn w ce 0 z DATE 02/16/ 2 SCALE: N.T.S DWG. !n': JK CHK. BY: LFS DRAWING NO.: FL- 15210.4 SHEET 2 Or 10 • • • • • • 0 0 20.50" MAX. D.L.O. WIDTH 24.22" MAX. FRAME WIDTH 66.35 MAX. O.A. FRAME HEIGHT 62.63" MAX. D.L.O. HEIGHT (TYP.) 7U b 20.75" MAX. D.L.O. WIDTH 4.25' fir) ODL LITE FRAME 24" MAX. FRAME WIDTH 7 66' MAX. O.A. FRAME HEIGHT O O 0 En (TYP.) 4 (TYP) RSL LITE FRAME 5/8" GLASS BETE Gl GLAZING DETAIL UTE FRAME TABLE MANUFACTURER MAX.DESIGN PRESSURE (PSF) `A. ODL ±75 RSL ± 60 EXT. I /7' GLASS BITE 1-1/4" OVERALL THK. GLASS 1 /8" ANNEALED GLASS 0.090" SAFLEX PVB INTERLAYER 1 /8" ANNEALED GLASS AIR SPACE 1 /8" TEMPERED GLASS 1 /7' NON -GROOVE SWIGGLE w/ DELCHEM#80 POLYSULFIDE I /8" BACKFILL INT. 1" OVERALL GLASS THK. I /8" ANNEALED GLASS 0.090 SAFLEX®PVB INTERLAYER 1/8"ANNEALED GLASS AIR SPACE 1/8"TEMPERED GLASS ALUMINUM SPACER 0 GLAZING DETAIL °EXT. FRAME 15 EXT. FRAME OINT. FRAME •••I • • • • CY •• •• •••l O z • 0 • • • 01n • • • • Rg • • • �� • • • am •• • • • • • •• 0 (2)INT. FRAME C 7 SCREW CAP a • • �y Co •44 1• W0 1 V•a 1 • m N 7 I • zo • o z o �¢¢ a 0 0,4 0 ti 0 REVISIONS 7 W 6 O Z DATE 02/16/ 2 SC/LC. N.T.S G BV: JK CHK BY: LFS DRAWING NO.: FL-15210.4 s.OEr 3 or 10 5210 HVHZ Fiberglass - Impact Opaque and Glazed\C - ents\Plastpro. Inc PERMANENT\ Florida Product Ap ea 1-1/4" MIN. EMB. (TYP.) '1 INTERIOR EXTERIOR HORIZONTAL CROSS SECTION Outswing shown - inswing also approved INTERIOR EXTERIOR ri e� 0 HORIZONTAL CROSS SECTION Shown w/ IX sub -buck '1 Y Y 1-1/4" MIN. EMB. (TYP.) 0.15' C'SINK ----� MT.) INTERIOR EXTERIOR ©0 O ♦♦♦♦``\\\111*. ICIy// � O'• N UN'. * d.4( �.Z-z�� z •: OZ y 6m aJ L ° n ♦ J • /l I111\ °n m • ▪ ` 4 11:414 • vZ • cad • • • •• •• •\ \ R • • • • • • • • , • • • • 1-1/4" MIN if • EMB. (TYP.) 1• 0 HORIZONTAL CROSS SECTION Outswing shown - inswing also approved W • • •••• o•• ••• • 00 ( • • � o V) • V) V) • ° • 0 5Ei • 0 J o z N o it 0 2 a a a 0o e Y } � m 0 z DATE: 02/ 16/ 2 SCALE: N.T. S DWG. Er: JK cNA. ar: LFS DRAWING NO.: FL-75210.4 sNEn 4 or 10 )n z 0 CC • • • • • • • • • • 201 2 F.W. BUILDING CONSULT 0 0 0 EXTERIOR 0 Ariu 0 INTERIOR °VERTICAL CROSS SECTION Outswing shown - inswing also approved EXTERIOR INTERIOR 0 00000 0$5 VERTICAL CROSS SECTION Outswing confirguration EXTERIOR INTERIOR O �\I� 0 O WILIP EXTERIOR INTERIOR 0 VERTICAL CROSS SECTION Shown w/1 X sub -buck Z d W 55 VERTICAL CROSS SECTION $ Shown w/ ADA threshold •••• • • • • • • • •• • • •• •• • • • • • • • • • • • • • EXTERIOR INTERIOR 0 1 IMMUIP 0 d EDVERTICAL CROSS SECTION Inswing configuration d 0 0 0 • • • • • • •••• • • • • • • 4 • • ••• •! 0 •W mar ♦ maa� • i aZ • • U0 `8 z, aa� It • ••I • • IA • • O • • ••b••• • In • •�••• m U • fir••• U_ • O U 0 z 0 w n � O z DATE: 02/16/ 2 SCALE: N.T. S DWG. BY: JK 00 c1K. SY. LFS DRAWING NO FL-15210.4 v SHEET 5 Of 10 0 f 13 MULTI -POINT STRIKE PLATE MANUAL RAISED TONGUE GEAR SYSTEM 2X BUCK 1X BUCK 2X BUCK 1 X BUCK 2X BUCK IX BUCK H m m • • • • • •• • •01•••• • • ,• $•• ♦•• STRIKE JAMB • • -0 m � m• o • E oz • cW •••• •• •o .'ia • • • • • • •• • • • • • • •••• • Z O • O 1 0_ S • 5w ••• • • r• 06519 • • •tfl• • till • •• 0 • • • 1-•••• • a n >- 0 0 o_ REVISIONS 0 >w m a n � C z DATE: 02/16/ 2 SCALE: N. T. S owG. a . JK cHK. s. LFS 3 25 LATCH AND DEADBOLT STRIKE PLATE DRAWING NO n� Tongue system FL-15210.4 s SHEET 6 OF 1O 2X BUCK 1 X BUCK W & F Trilennium 3000 SERIES 3 pt. Lock STRIKE JAMB DETAIL b ▪ • - • • • •• • .' Lp �3.gNg • • a ••. • v • 0 0 . i • • • • •• •••• • • re •••• • O c • • • ay • • • • • a� • • • •• • ••• • • 0 )• ig•••• • • ••,••• ••1••• • Y • •40••• • 04••• o • a o I 0 } m m 0 0 w 0 0 CI- m C n � O z z O w cc DAm 02/ 16/ 2 scww: N.T. S DWc. BY: JK cHK. er: LFS DRAWING ND.: FL-15210.4 sH 7 0< 10 i D 5 0 0 O lJ L 2 4" (TYP) MASONRY OPENING 2X BUCK TYP. HEAD & JAMBS BUCK ANCHORING J a CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to morlarjoinis. 2. Concrete anchor locations noted os "MAX. ON CENTER" must be adjusted 10 maintain the min. edge distance to morlarjoinh, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor lade: ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN. CLEARANCE TO ADJACENT ANCHOR -- 4' `�-YYYYYYYY'YYYV 1-1/�4" T 4- ELCO a ULTRACON 1/4" 1-1/4" 1" P 1/4', ,,,a ,, ' WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5/8" edge distance, I" end distance. & 1"c.c. spacing of wood screws to prevent the spliffing of wood. — SEE HINGE DETAIL (TYP.) MASONRY OPENING 6" (TYP.) FRAME 2X BUCK 2X BUCK r IX BUCK i TYP. HEAD & JAMBS ADA SILL ONLY STRIKE JAMB FRAME ANCHORING Masonry construction 2X BUCK 1X BUCK IX BUCK 2X BUCK IX BUCK 2X BUCK 2X BUCK 1X BUCK LATCH & DEADBOLT DETAIL HINGE DETAIL Inswing P. • •• g, • • • • • • • • • • • • • • fl • •• • • • • • • • • • • • • HINGE JAMB 1X BUCK 2X BUCK HINGE DETAIL Outswing •• • • • • • •• • • • • • • • • • • • • • • ID • off • U • •• •• CC • N � CO am • w ¢• • Z 4E•q1••• • CC a r to 0 w w a 1-1- DATE 02/16/ 2 scHE: N.T. S DWG. BY: JK CHx. er: LFS DRAWING NO.: 0 FL-15210.4 0 SHEET 8 OF 10 u OUTSWING THRESHOLD DLP (QOSR) 4.68" 32 OUTSWING THRESHOLD DIP (GOSH) OOUTSWING THRESHOLD Endura (Z-Series) 36 INSWING THRESHOLD Endura (Z-Series) OOUTSWING THRESHOLD Columbia High Dam (581 ) 4.7" 31 OUTSWING THRESHOLD Columbia (575) OINSWING THRESHOLD Columbia 37 INSWING THRESHOLD DLP (GCS) 4.56" tN 2.44" 2.13" —i OPOLY FIBER JAMB Plastpro 4.56" 1 I--- 2.36" 2.2' OWOOD JAMB OWEATHERSTRIP Endura Force 5 4.56" 29 ADA THRESHOLD DLP • • • • • • • • ODOOR BOTTOM SWEEP • • • • • •• • •••• • • •••• • • •• •• •V •. g LL • •• ea= • • • • 9 • o° S a •• • • • • • •• •••• • • •••• O•••'• •• g>. O• • • • s �• • • • • 5wl••�•• a0 Li•••• • • • • • • • • •• 4 py U• 0 • Z O 4- • } 0 W 0 w Z 0 W rn W Q " O z DATE.02/16/ 2 SCALE: IJ. T. S Dwc Err: JK CHK BY: LFS DRAWING NO.. FL-15210.4 SHEET 9 OF 10 5210 HVHZ Fib NENT\Florida Prod 0 llllllll Document. Freund By! 1,tL'•- ewe r Lyndon F. Schmidt �i^,`j!S•��•• P.E. No. 43409 ''", s/OVAL t`;``' t ' •!j]_ _ _ B�IILDING CONSULTANTS, INC. -"�"w]/v�/� P. Box 230. Valrico, FL 33595 • P11ono No.: 813.859.9197 • • FilPE C.A. No. 9813 BILL OF MATERIALS 4-4 $ REM I► DESCRIPTION MATERIAL ri (( g A 1XBUCKSG>=0.55 WOOD 7.0% 6 B 2X BUCK SG >= 0.55 WOOD .•v•••• C 1 /4" MAX. SHIM SPACE - ',,S •••• ' D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL ''Ii111j 7 E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE I I h G 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL H 3/16" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL • • • • • • I 1 /4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL • • • • • • L #8 X 2-1/7' PFH WOOD SCREW STEEL • • •••• M #8 X 1-1/2" PFH WOOD SCREW STEEL • 1 POLY FIBER JAMB COMP. / VINYL • p•Rectict: • • • PLASTPRO INC. FIBERGLASS DOOR PART•A20AS9tMBLY: • • • • • • BILL•OF MAiERMIo� • • • • • • • • • •• •• . • 2 FINGER JOINTED PINE FRAME WOOD • • • • • • • • • • • 3 EXT. FRAME (ODL) ALUM. 4 INT. FRAME (ODL) ALUM. • • • • 5 #7-19 X 1-3/4" PPH SELF -DRILLING SMS STEEL • •• • 6 #10 X 1-3/4" PPH WOOD SCREW STEEL 7 WEATHERSTRIP FOAM • • • • 8 DOOR BOTTOM SWEEP VINYL • • • • 9 4" X 4" BUTT HINGE STEEL • • • 11 #9 X 3/4" PFH WOOD SCREW STEEL • • • • • • • • • 12 NON STRUCTURAL SEALANT SILICONE • 13 STRUCTURAL SILICINE (DOW 995) SILICONE • 15 EXT. FRAME (BY ROYAL MOULDINGS) PVC NO1 DATE I BY REVISIONS 16 INT. FRAME (BY ROYAL MOULDINGS) PVC UPDATE TO 5TH ED. (2014j_FBC_ 17 SCREW CAP (BY ROYAL MOULDINGS) PVC 22 3 POINT 'TONGUE' MULTI -POINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTI -POINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD - 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - DATE: 02/16/ 2 55 #10 X 1-1/7' PFH SCREW STEEL SCALE: N.T.S. 57 BACKING PLATE STEEL DWG. BY: JK 58 #8 X 7' PFH WS STEEL CHK. BY: LFS 60 MULTI -POINT STRIKE PLATE STEEL DRAWING NO.: FL-15210.4 62 LOCK ASSEMBLY STEEL SHEET 10 OF 10 • • • • • • • • Florida Building Code Online Page 1 of 2 Businessi.„' Professional t , 1_": i r�iStl'aft.7 t BCIS Home Log In User Registration Product Approval ER: Public User Hot Topics Subm Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval uenu > Product or Ahulicabon Search > Appptahon 1151 > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL.15814-R1 Revision 2014 Approved 04/12/2015 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Ext 291 Jay Lathrop 1900 SW 44th Ave, Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE v. Validation Checklist - Hardcopy Received FL.1.5814 121. COI EvalRep CWS-774A (HS-7700. SG Imoact).ndf •• ••• • • • • • •• • • • • Stantlard • • •• • • • • • • • AANIVW D6141SA/41/1'. $.•2/Aa44-0$ •' ASTM E1300-04 ASTM E1886-05 AS3~M 1111346-09 • • • • PA+LLAS 301/202%01 •' • • • • • • • •• • • • • ••• • • • • • • • • •• • • OOOO • • • • • • Year 2008 2004 2005 2009 1994 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• thtts://www.floridabuildin •or / r/ r_app_d1.as x? aamwG�VX wD ue 1%2bT71%... 9/2/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/09/2015 06/22/2015 04/25/2015 06/23/2015 FL # Model, Number or Name Description 15814.1 HS-7700 Horizontal Slider HS-7700 Aluminum Horizontal Slider, Single Glaze, Impact. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact, see installation drawings for DP and sizes. Glass complies with ASTM E1300-04. Installation Instructions FL1S814 R1 IIC1JS 774A (HS 7J08,.5(1, ir.pnct)-pli,f Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports F11.58.14 R1. AE DuPont PVB NQA ]}pi29. 27;,hcif PL15814 R1 AE EvalReo C:WS-774Aj IIS 7700, Sc., Impact). 3df Created by Independent Third Party: Yes 'Back) Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 phone: 850-487-182- 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: •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• •• • • • 6 • • J • • • • • • • •• • • • • • • • • OOOOO • • • • • • • • • • • • • • • • • • • •u• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • ♦ • • •• •• • • • •• •• ••• tht s://www.floridabuiIdin •or / r/ r_aPP_dtl.as x? aamwGEVX wD ue 1%2bT71%... 9/2/2015 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 774A April 18, 2015 Product Description: Series 7700 Aluminum Horizontal Slider Window, LM Impact, max. unit sizes of 74" x 64" DP60 XO or OX, and 112" x 64" DP50 XOX 1/4-1/2-1/4 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5th Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. 'I'ec meal Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-774A, signed and sealed by Lucas A. Turner. P.E. 3) Test Reports NCTL-210-3817-1, -1A, -2, and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara. P.E. a. Testing Performed: TAS 201/202/203 94, AAMA/WDMA/CSA 101/I.S.2/A440- 08, ASTM E 1886-02/04/05, and ASTM E 1996-02/04/06/09 4) Supplemental Calcs. to support CWS-774A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-774A. Limitations of Use: This product: • May be used up to sizes indicated above in Product Description and as indicated in CWS- 774A. with glass types, design pressures, and max. glass daylight sizes as shown in CWS-774A • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 13-0129.27. I have evaluated the interlayer material in this NOA and find that it complies with the requirements of the 5th Ed. (2014) Florida Building Code for use in this product. • Requires 6063-T6 aluminum extrusions per CWS-774A 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 in v:;leve.crin ;IA t Isting approval process of this product. . ......... . ▪ _zz_ 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 • 751/4" FLANGE WIDTH 7a" UNIT WIDTH 37 13/16" SASH WIDTH HORIZONTAL SLIDER - IMPACT A -' 65 /4" FLANGE HEIGHT 64" UNIT HEIGH 281/16" S F— 33 1/16" GLASS DLO 57 1/16" GLASS DLO 33 1/16" GLASS DLO 1 58 7/8" GLASS DLO X 0 I 60 9/16" SASH HEIGHT 65 FL HE A- OX or OX 65 FL H HE 113 1/4" FLANGE WIDTH WIDTH 112" UNIT SASH 28 1/76" WIDTH ( � 1/4" ANGE IGHT 64" UNIT HEIGHT I''' B - 23 5/16" GLASS DLO 57 1/16 GLASS DLO X — ' 587/8" GLAS 0 52 1/4" GLASS DLO 0 I 7 60 SASI HEIC 1/4-1/2-1/4 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS 3-4 EXTRUSIONS & 8OM 5 ANCHOR SCHEDULE & NOTES 6 INSTALLATION DETAILS 7 \\\ 8 FLANGEWIDTH /J ' 85�—{ / 85 1i4" UNIT WIDTH %SH WIDT ,, D /4" ANGE —2 GLA DLO �251/2" GLASS DLO' d 65 1/4" FLANGE HEIGHT 64" C UNIT HEIGH 16" HT D 1/3-1/3-1/3 55 3/4" FLANGE WIDTH 54 1/2" UNIT WIDTH 28 1/16" 1 5/16 G 'SS DLO 57 1/16 GLASS DLO X SASH WIDT 23 5/16" -.- GLASS DLO 58 7 GLASS DLO OX or XO 0 9/16" SH IGHT 1 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING DETAIL: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO", "XOX" Cogan' WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CW S.CC 7700 ALUM. HORZ. SLIDER IMPACT 4. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE•I•' • • • AND GLASS TABLES ASTM E-1300-04. • • • • • • -POSITIVE DESIGN LOADS BASED ON TESTED 'RF•SSURE, WATER INFILTRATION TEST PRESSURE, A}OS GLASS • • • TABLES ASTM E-1300-04. • • •- • 5. ANCHORAGE: THE 33 1/3% STRESS INCRE9\ ! SIR&NOT BEEN USED IN THE DESIGN OF THIS PRODUJ J• §EE SHEET 7 FOR INSTALLATION DETAIL. WIN& LOAD • DURATION FACTOR Cd=1.6 WAS USED FORA/ 30ID ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESI64iANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE SCREWED•TOGETHER. • SMALL JOINT SEALANT USED AT ALL FRAt=1E JOINTS. • • • 8. SERIES / MODEL DESIGNATION HS-7700. • • • • • • • •• • •••4� • • •• k • • w a• • • • • • • • • • • • • • 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 11. WEEP SLOTS = 1/4" x 1" LOCATED 6" FROM BOTH ENDS. 60 9/16" SASH EIGHT • CONFIG- MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING XO 74" x 64" +/- 60 PSF LARGE MISSILE IMPAC XOX PSF LARGE MISSILE 1/4 #/2 1/4 112" x 64" +/ 50 IMPACT • • • • • • • 1/) o •• Z ••Ic• 0 • — • ••ccrz O ••Q� cc I- .0 •a • •• • • ,tI '' l ".,NOREy4, T4�� N3 58201 G:'.31 * * :*F STATE OF ; W • 4/3/2015 LUCAS A. TURNER, P.E. FL PE St 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 06/01 / 12 DWG # C W S-774 REV.: A SCALE 1:20 SHEET 1 OF 7 5,16" OVERALL 1/8" ANNEALED 090 DUPONT PVB INTERLAYER 118" ANNEALED SIKAFLEX 552 or PURFECT GLAZE "H" 3/4" GLASS BITE GLASS TYPE A - SASH 5/16" OVERALL 1/8" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED SIKAFLEX 552 or PURFECT GLAZE "H" 3/4" GLASS BITE GLASS TYPE A - FIXED XO CONFIGURATION DESIGN PRESSURE (PSF) MAX. SIZE SASH GLASS FIXED GLASS XO w/ SIDE LATCH +/- 50 54-1/2" x 64" A A XO +/- 60 74" x 64" A A XOX +/- 60 112" x 64" A B 7/16" OVERALL 3/16" ANNEALED • • • • • •• • 105 DUPONT PVB INTE1i1I414E3R • • 3/16" ANNEALED • • • • SIKAFLEX 552 or • - PURFECT GLAZE "IIS • • 3/4" GLASS BITE GLASS TYPE B - FIXED XOX • • • • • • • • • • •• • Cuoria WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CWS.CC 7700 ALUM. HORZ. SLIDER IMPACT ••• •• • • • • • • • • ,%'' hiRE11: <<ii No, 58201 : P 5 *_ * ram • .O• STATE OF '�: 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION' GLAZING DETAILS DRAWN 8Y. ADE DATE 06/01/12 DWG# C W S-774 SCALE. 1:1 PEV. A SHEET 2 OF 7 INTERIOR SECTION VIEW A -A ITEMS NOT SHOW FOR CLARITY: 5, 6, 10, 12. 15. 18. 24 INTERIOR SECTION VIEW B-B SECTION VIEW C-C SIDE LATCH OPTION SIZE AND DP RESTRICTED, SEE SHEET 1 •• •..• • . • • • s • •• • 3 • Cuagain taWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CWS.CC 7700 ALUM. HORZ. SLIDER IMPACT 11111111 MEM 1111 all ME • • • itIi urp ?v :y GENT-,� No 58201 In z 0 W STATE OE V. Oqi Gt4� 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. SECTION VIEWS XO DRAWN BY ADE DATE 06/01/12 DWG# C W S-774 REV A SCALE: 1 :1.33 SHEET 3 OF 7 INTERIOR SECTION VIEW D-D INTERIOR SECTION E-E • • • • • • • • • •• •• • • • • • • • •• • • • •• • • Cgaggg WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CWS.CC 7700 ALUM. HORZ. SLIDER IMPACT • •••• •• • • •• • • •• •• • . •• •• • • • • •• • • • • • • • • • • • • •• ••:•. w1>i U • m •• ^• ••�rz FE O • •wz cc •U ••a•tii. n • In Z 0 w LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS XOX DRAWN BY: ADE DATE: 06/01/12 DWG If C W S-774 ITEMS NOT SHOW FOR CLARITY. SCALE 5, 6, 10. 12, 15, 18, 24 1;1.33 REV.: A SHEET 4 OF 7 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-1934 FIXED MEETING RAIL KEYMARK ALUMINUM 2 H-1946 SASH MTG. RAIL, SASH KEYMARK ALUMINUM 3 H-1947 SASH LIFT RAIL, SASH KEYMARK ALUMINUM 4 P-3018 WSTP, (.300 x .187back, Bulb ) AMESBURY 5 P-3029 SCREEN LIFT SUMMIT STEEL 6 P-3033 SCREEN SPRING FLA SCREEN STEEL 7 P-3169 LOCK SPRING FLA SCREEN STEEL 8 P-3302 WSTP (.210 x .187back) ULTRAFAB 9 P-3218 SCREEN FRAME (5/16") ALL METAL ROLLFORM 10 P-3228 ROUND SPLINE (.155) DAPA 11 P-3305 WSTP (.270 x .187back) ULTRAFAB 12 P-3321 SCREEN CORNER KEY FLA SCREEN NYLON 13 P-3352 SETTING BLOCK(1/8" x 5/8" x 2") FRANK LOWE RUBBER 14 P-3397 OPEN CELL PAD (black) HO PRODUCTS 15 P-3433 HOLT MELT TRUSEAL 16 P-3443 WSTP, (.290 X.187) BULB ULTRAFAB 17 P-3515 #8 X 5/8" PHIL FLAT WHT FASTENAL STEEL 18 P-3566 SCREEN CLOTH WIER 19 P-3804 ROLLER ASSEMBLY M&M NYLON 20 P-4144 #8 X 1 PAN PHIL W/ 1/4" LEAD FASTENAL STEEL 21 P-4479 WEEP HOLE COVER M&M NYLON 22 P-4707 SASH MTG RAIL LOCK LAWRENCE NYLON 23 P-4959 WSTP (.420 x .187back) ULTRAFAB 24 P-5289/90 SASH END CAP M&M NYLON 25 S-1933 HEAD KEYMARK KEYMARK 26 S-1935 REINFORCEMENT KEYMARK ALUMINUM 27 S-1936 SCREEN SUPPORT KEYMARK ALUMINUM 28 S-1939 TOP/BTM RAIL, SASH KEYMARK ALUMINUM 29 S-1941 GLAZING BEAD - 5/16 KEYMARK ALUMINUM 30 S-1949 GLAZING BEAD - 7/16 KEYMARK ALUMINUM 31 S-1956 SPRING SIDE LATCH KEYMARK ALUMINUM 32 S-1959 ROLLER TRACK KEYMARK ALUMINUM 33 S-1960 SCREEN CATCH KEYMARK ALUMINUM 34 S-1962 JAMB, LOCK KEYMARK ALUMINUM 35 S-1966 SILL, BOTTOM KEYMARK ALUMINUM 36 S-1967 SILL, TOP KEYMARK ALUMINUM 37 S-1957 JAMB, FIXED KEYMARK ALUMINUM 38 WSTP (.530 x .187back) ULTRAFAB 40 GLASS SEE SHEET2 ROLLER TRACK - 1959 LINE ITEMS NOT USED: 39 7 8" LI I 1/8" REINF. - 1935 HEAD - 1933 LOCK JAMB - 1962 23/8"� 2 5/8" 1/16' SASH LIFT RAIL - 1947 15/16" 1" — 1/16" SCREEN CATCH - 1960 NOTE ALUMINUM PROFILES ARE 6063-T6 UNLES OTHERWISE NOTED. SILL, BOTTOM - 1966 FIXED JAMB - 1957 1 5/16" 35/16" 1/16" SILL, TOP 1967 FIXED MTG RAIL - 1934 SASH MTG RAIL - 1946 SASH TOP/BTM RAIL - 1939 15/16" 9/16" T 16" SCREEN SUPPORT - 1936 SPRING SIDE LATCH - 1956 CIll WINDOW SYSTEMS 1A 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CWS.CC FRAME CORNER CONSTRUCTION 7700 ALUM. HORZ. SLIDER IMPACT �••• • • • • • •••• J. Lo ui I 4 •21 Lu •. M SASH CORWETit8ItiRUCTIO : • • • • • • • • • •• r MEETING RAIL ATTACHMENT SMALL JOINT SEAM SEALANT 5/16" GLAZEBEAD - 1941 7/16" GLAZEBEAD - 1949 Q;. STATE OF (O ...,. O R ti C o %%a�``` 4/3/2015 1n Z 0 cc LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION BOM AND EXTRUSIONS DRAWN BY ADE DATE' 06/01 / 12 DWG a. C W S-774 REV.: A SCALE 1:2 SHEET 5 OF 7 14" MAX. O.C. (TYP.) c 6" MAX. (TYP.) 6" MAX. (TYP.) 18" MAX. O.C. (TYP) NOTES: 3" (TYP.) 3" (TYP.) ANCHOR LAYOUT - (FLANGE) INSTALLATION ANCHORS TYP. \AA (TYP.) 6" MAX. (TYP.) J,8- MAX. O.C. (TYP.) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. L 3" (TYP 1 3" (TYP.) -- SEE NOTE 2 { 18" MAX. O.C. (TYP.) 1 1 1 1 1 I I I 1 X I I' I I I I I I I' I X I I ANCHOR LAYOUT - (FLANGE) Ci,l r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CWS.CC 7700 ALUM. HORZ. SLIDER IMPACT •GI• •1 • • •• INSTALLATION• • A11C41ORS TYP. • • • • • • • • • •• •• • • • • • • • • • 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. 3. ANCHOR TYPE. SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THE E )RAW N S. E TBE . SET 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 BE PROTECTED TO PREVENT REACTION. 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 SPECIFIED IN TABLE 1. SHEET 7. 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. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR SOLID CONCRETE. 3-9/16" FOR CMU, 1" FOR W000 AND METAL. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1. SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS). FMAAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS). FMA/AAMA/WDMA 300(EXTERIOR DOORS) • •• tn 713 w 0 • •••• .. • • • a 5• wICO •• • • • • ••• • • ••• •• ••• • • ••••e••• z • m • Q •• E•occ • • O U • • a O LUCAS A. TURNER. P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION ANCHOR SCHEDULE AND NOTES DATE 06/01/12 DRAWN BY: ADE DWG # C W S-774 REV A SCALE 1:20 SHEET 6 OF 7 C. SUBSTRATE BY OTHERS / SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 TYPICAL HEAD ANCHORAGE SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGEDIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 4" MAX. SHIM INTERIOR 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 07 A VERTICAL SECTION TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-118" HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON 1" 1" GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1.3/4" 2-1!2" 2X MIN. SOUTHERN PINE (G=0.55) 3i16" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7'8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING i DRILLING SCREW FULL THREAD THRU 0.125" 7116 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM{ INSTALLATION ANCHOR SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 I. C ni :/-, WINDOW SYSTEMS , 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.0 W S.CC 7700 ALUM. HORZ. SLIDER IMPACT •. • • • • ••• • • • •• • SEALANT BEHIND FLANGE SUBSTRATE BY CQTHE•RS BY INSTALLER SEE TABLE PERIMETER SERLTAR T BY INSTALLSF3 • INSIDE AND OLIT • • • • • •• • • • • • • • • • •• • • • ••• • • • HORIZONTAL SECTION • • • • 7 TYPICAL JAMB ANCHORQQF• • • • • • • • • • • • • • • • •• • •• • • • •••4.i •• • • • • • • 1 • • U) H IX • • •2 w • •••,9•• • m • LL •••A• 0,9 •••(p •••4n• u •• • • •`,,,U, ue 11 NNOREW T4� 4�r'•GE..' v. : No 58201 Cr * :* :4 STATE L'3E s'QNA` ,ate`: z2- 4/3/2015 1n z 0 w LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY: ADE DATE. 06/01 / 12 DWG a: CWS-774 REV.: A SCALE 1:2 SHEET 7 OF 7 Florida Building Code Online Page 1 of 2 • Business/ Professional BCIS Home Log In User Registration Product Approval USER: Public User Hot Topics Submit Surcharge Stats & Facts Product iyLovai r4eitt > Product or Avieication Search > Annlicatinn List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL15814-R1 Revision 2014 Approved 04/12/2015 Publications Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc FBC Staff BCIS Site Map Links Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer / Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received F1.1`):1314 127 CDI EvalRu C�v` S 774A (H -77Q0 • • • OOOOOO • • • 3I indlit • • • • • AAM Ay W SMA/ESA/ 1111/I . 2/*440.08 ASTM E1300-04 ASTM E1886-05 ••A1 E1996,iQ94, •••• ••• ••• • • PA PAS 201/W071/2031 • • • • • • • • • • • • • • • • • • • • • • • • ♦•• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Year 2008 2004 2005 2009 1994 hops://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueq 1 %2bT71 %... 9/2/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/09/2015 06/22/2015 04/25/2015 06/23/2015 FL # Model, Number or Name Description 15814.1 HS-7700 Horizontal Slider HS-7700 Aluminum Horizontal Slider, Single Glaze, Impact. Limits of Use Approved for use in HVH2: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact, see installation drawings for DP and sizes. Glass complies with ASTM E1300-04. Installation Instructions FL1581' R1 iLCWS 774A (115 77QO, S(;, m t) pci ` Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports F) 158)4 R1. AF DuPgnt PVB NOA 1.3-0129 27.pdf FL15814 f:1__AE EvaiRtoC:W_;_;7741t.., H,.5.,7;7)Q, Si:;, Impact).pdf Created by Independent Third Party: Yes 'Backl INextl Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click e e . Product Approval Accepts: Lrri _<.tu1ii5 1, n •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • IF•• •• • • • • • • • • • • • • • • •• • • • • • • • • OOOOO • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • J • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueq 1 %2bT71 %... 9/2/2015 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 774A April 18, 2015 Product Description: Series 7700 Aluminum Horizontal Slider Window, LM Impact. max. unit sizes of 74" x 64" DP60 XO or OX. and 112" x 64" DP50 XOX 1/4-1/2-1/4 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5th Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Tee meal Documentation: 1) This report. prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-774A, signed and sealed by Lucas A. Turner. P.E. 3) Test Reports NCTL-210-3817-1, -IA. -2, and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara. P.E. a. Testing Performed: 1'AS 201/202/203 94, AAMA/WDMA/CSA 101/I.S.2/A440- 08. ASTM E 1886-02/04/05, and ASTM E 1996-02/04/06/09 4) Supplemental Calcs. to support CWS-774A, signed and sealed by Lucas A. Turner. P.E. Installation: Units must be installed according to approval document CWS-774A. Limitations of Use: This product: • May be used up to sizes indicated above in Product Description and as indicated in CWS- 774A. with glass types, design pressures, and max. glass daylight sizes as shown in CWS-774A • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 13-0129.27. I have evaluated the interlayer material in this NOA and find that it complies with the requirements of the 5th Ed. (2014) Florida Building Code for use in this product. • Requires 6063-T6 aluminum extrusions per CWS-774A 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 itvolvei in. ie:te:tir g:o t approval process of this product. • •• . • • • .•• • • `•ti0lM1•r1fi • • • �t .. ‘ �`RE bar ,. .. F ....r,. r. na•IFp•�$2 "� "ifela So. •„ • • • • • • t •_• • • * >. • ••* • • • . _• • ".13' . F. •Lucas A. Turner, P.E. O' STATE OF FL PE #58201 ••• • �ti11f Mi11i•• • •• • 4/18/2015 75 1/4" FLANGE WIDTH 74" UNIT WIDTH 3713/16" SASH WIDTH A HORIZONTAL SLIDER - IMPACT 65 1/4" FLANGE HEIGHT 64" B UNIT HEIGHT 8 1/16" SASH WIDT 33 1/16" -- GLASS DLO 57 ASS LO --- 331/16 GLASS 58 7/8" D LASS 60 9/16" SASH HEIGHT OX or OX A 113 1/4" FLANGE WIDTH 28 1/16" SASH WIDTH 861/2" FLANGE WIDTH 85 1/4" UNIT WIDTH 65 /4" FLANGE HEIGHT 64" E UNIT HEIGHT -z GLA , --251/2" GLASS DLO, �- 1 1 60 9 SAS HEI( _DLO 571/1 GL D 87/8" .. DL• O SS _ 65 1/4" FLANGE HEIGHT 6' 4" / UNIT 4. HEIGHT] — 23 5/16" GLASS, DLO 57 1'16" GLASS DLO 58 7/8" GLASS DLO 52 1/4" GLASS DLO 0 65 /4" FLANGE HEIGHT 60 9'16" SASH HEIGHT 1/4-1/2-1/4 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS 3-4 EXTRUSIONS & BOM 5 ANCHOR SCHEDULE & NOTES 6 INSTALLATION DETAILS 7 64" UNIT HEIGH D- 1/3-1/3-1/3 j-- 55 3/4" FLANGE WIDTH 54 1/2" UNIT WIDTH 28 1/16 SASH W ID 5/16 GLASS DLO 57 1/16 GLASS DLO X 23 5'16" -.- GLASS DLO 58 7/8., GLASS\, DLO OX or XO 0 16" H HT GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC) CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING DETAIL: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO". "XOX" Cuaggom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W .0 W S.CC 4. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. • • -POSITIVE DESIGN LOADS BASED ON TESTED P)IESSURE,• • • WATER INFILTRATION TEST PRESSURE,•ANDCLASS TABLES ASTM E-1300-04. • • • •L• • • 5. ANCHORAGE: THE 33 1/3% STRESS INCREASEr4AS NOT BEEN USED IN THE DESIGN OF THIS PROs1l31r! SPE SHEET 7 FOR INSTALLATION DETAIL. WINDS 1 ( DURATION FACTOR Cd=1.6 WAS USED FOP WOOF • • ANCHOR CALCULATIONS. • • • • • • 6. PRODUCTS APPROVED FOR IMPACT RESTS -:t C SHUTTERS ARE NOT REQUIRED. • • • • • 7. ALL FRAMES AND VENTS ARE SCREWED••TM:11- R. SMALL JOINT SEALANT USED AT ALL FRAME JOINTS. • • re- 7700 ALUM. HORZ. SLIDER IMPACT •• ••• • ••• c� w • 1••r[• • •• 2•o Y•.. 8. SERIES / MODEL DESIGNATION HS-7700. • • • •• • 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 11. WEEP SLOTS = 1/4" x 1" LOCATED 6" FROM BOTH ENDS. 60 9/16" SASH EIGHT • • • • • •• •• • • • • • • • • • • • • • • 11. • r• REVISIONS • • • • • • • •.J~• ```tOl ✓Et ,, ` G�,, JrPNR58201T1:� :_ :r CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING XO w/SIDE LATCH 54-1/2" x 64" +/- 50 PSF LARGC MISS{LC IMPACT x G4" -4-tt= 66/01 PSF LARGE MISSILES iMPACfi1 y�y� 11XO� �2 I� Th- `(� mot" 1. 3C "vP ��74" 1-141 � �' Y-. --e-ill-I00 --E-IMP,,, T XOX 1/4 1/2 1/4 112" x 64" +/- 50 PSF LARGE MISSILE IMPACT ro: +-1 STATE or G O • •21 4/3/2015 • 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 DRAWN BY ADE DATE 06/01 / 12 DWG C W S-774 REV A ALE SHEET 1 :20 1 OF 7 • rif 1/8" ANNEALED I® SIKAFLEX 552 or Ip/ PURFECT GLAZE "H" I J� 5/16" OVERALL 1/8" ANNEALED .090 DUPONT PVB INTERLAYER 3/4" GLASS BITE GLASS TYPE A - SASH 5/16" OVERALL 1/8" ANNEALED .090 DUPONT PVB INTERLAYER - 1/8" ANNEALED SIKAFLEX 552 or PURFECT GLAZE"H" 3/4" GLASS BITE GLASS TYPE A - FIXED XO CONFIGURATION DESIGN PRESSURE (PSF) MAX. SIZE SASH GLASS FIXED GLASS XO w/ SIDE LATCH +/- 50 54-1/2" x 64' A A XO +/- 60 74" x 64" A A XOX +/- 60 112" x 64" A B 7/16' OVERALL 3/16" ANNEALED • .105 DUPONT PVB INTf4014800 • • • • • • • 3/16' ANNEALED • • • • • • • • •••• • SIKAFLEX 552 or PURFECT GLAZE PI • K • •• •• 3/4" GLASS BITE GLASS TYPE B - FIXED XOX C(9tlny(llU/UU(y • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 www.cws.cc IPA tevt 7700 ALUM. HORZ. SLIDER IMPACT •••• • •••• • • • .11 • ter. •• *CO •• •,111 • • • • • •• •••• •••• ••••W • • • • 1 • •I • • i••• • 7• • • • • ••• a ••.1 • • s • • `ann ,hnr 4 �;DR.EVt, T: = MCP : •, S�•.• 4 . No 59201 • • • • • ••m•• LL • • •• ill .. • N4 rn Z 0 cc s9. STATE OF :t4i i RN\ F. P• . CU : 'fir bNA `e' ;,0 4/3/2015 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 ADE DATE 06/01 / 12 Dw3 C W S-774 SCALE: REV. A SHEET 2 OF 7 • • • •••• INTERIOR SECTION VIEW A -A ITEMS NOT SHOW FOR CLARITY: 5, 6, 10. 12. 15. 18. 24 INTERIOR SECTION VIEW B-B SECTION VIEW C-C SIDE LATCH OPTION SIZE AND DP RESTRICTED, SEE SHEET 1 • • • • • • a • •• •• CUIZZin WINDOW SYSTEMS [ Il4 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 7700 ALUM. HORZ. SLIDER IMPACT • • ••Y• • • • 27. co • ••• O • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •-• • •-•-. • • • • • • ii•I t •�j • • • • • • 1j111 Jr*JJ • P: �GNS:.�,,,YyF•rti v . VD 58201 .1: it; * ;* I. �O,• STATE OF = : F`S, :: O R t 0> '4,S�ONA a�.,," s •(n •••4••Z • , • O !'' (7 •• .JPs w ¢ • o �a 4/3/2015 LUCAS A. TURNER, P.E. FL PE#58201 1239JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION SECTION VIEWS XO DRAWN BY: ADE DWG a. C W S-774 DATE. 06/01 / 12 REV. A SCALE: 1:1.33 SHEET 3 OF 7 INTERIOR SECTION VIEW D-D INTERIOR CONVID WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 7700 ALUM. HORZ. SLIDER IMPACT • • • • •• •• • • • • • • • • • • • • • •• • ITEMS NOT SHOW FOR CLARITY 5. 6. 10. 12, 15, 18. 24 • • • • • •.•. •• • • •• • • •••5•I;? • • • • • •• •••• • •••• • • • 1 ••••• • m • 0.1 a. cL •••• nei w � • O 1E2 •••%•7 •'• • • fl! • • llYlll ! • 411 PNIDREh' T'f,ittt J • No 58201 '31 In z 0 cn w cc p0 • 1.1) STATE OFo '4,S�ONA ` ,,,``�� 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION SECTION VIEWS XOX DRAWN EY ADE DWG # C W S-774 SCALE 1 :1.33 DATE 06/01 / 12 REV.: A SHEET 4 OF 7 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-1934 FIXED MEETING RAIL KEYMARK ALUMINUM 2 H-1946 SASH MTG. RAIL, SASH KEYMARK ALUMINUM 3 H-1947 SASH LIFT RAIL, SASH KEYMARK ALUMINUM 4 P-3018 WSTP, (.300 x .187back, Bulb ) AMESBURY 5 P-3029 SCREEN LIFT SUMMIT STEEL 6 P-3033 SCREEN SPRING FLA SCREEN STEEL 7 P-3169 LOCK SPRING FLA SCREEN STEEL 8 P-3302 WSTP (.210 x .187back) ULTRAFAB 9 P-3218 SCREEN FRAME (5/16") ALL METAL ROLLFORM 10 P-3228 ROUND SPLINE (.155) DAPA 11 P-3305 WSTP (.270 x .187back) ULTRAFAB 12 P-3321 SCREEN CORNER KEY FLA SCREEN NYLON 13 P-3352 SETTING BLOCK(1/8" x 5/8" x 2") FRANK LOWE RUBBER 14 P-3397 OPEN CELL PAD (black) HO PRODUCTS 15 P-3433 HOLT MELT TRUSEAL 16 P-3443 WSTP, (.290 X.187) BULB ULTRAFAB 17 P-3515 #8 X5/8" PHIL FLAT W HT FASTENAL STEEL 18 P-3566 SCREEN CLOTH WIER 19 P-3804 ROLLER ASSEMBLY M&M NYLON 20 P-4144 #8 X 1 PAN PHIL W/ 1/4" LEAD FASTENAL STEEL 21 P-4479 WEEP HOLE COVER M&M NYLON 22 P-4707 SASH MTG RAIL LOCK LAWRENCE NYLON 23 P-4959 WSTP (.420 x .187back) ULTRAFAB 24 P-5289/90 SASH END CAP M&M NYLON 25 S-1933 HEAD KEYMARK KEYMARK 26 S-1935 REINFORCEMENT KEYMARK ALUMINUM 27 S-1936 SCREEN SUPPORT KEYMARK ALUMINUM 28 S-1939 TOP/BTM RAIL. SASH KEYMARK ALUMINUM 29 S-1941 GLAZING BEAD - 5/16 KEYMARK ALUMINUM 30 S-1949 GLAZING BEAD - 7/16 KEYMARK ALUMINUM 31 S-1956 SPRING SIDE LATCH KEYMARK ALUMINUM 32 S-1959 ROLLER TRACK KEYMARK ALUMINUM 33 S-1960 SCREEN CATCH KEYMARK ALUMINUM 34 S-1962 JAMB, LOCK KEYMARK ALUMINUM 35 S-1966 SILL. BOTTOM KEYMARK ALUMINUM 36 S-1967 SILL. TOP KEYMARK ALUMINUM 37 S-1957 JAMB, FIXED KEYMARK ALUMINUM 38 WSTP (.530 x .187back) ULTRAFAB 40 GLASS SEE SHEET 2 2 3/16 1 /16" HEAD - 1933 LOCK JAMB - 1962 2 3/8" 2 518' t SASH LIFT RAIL - 1947 1!16" SILL, BOTTOM - 1966 1 15/16" — 2 11/16" FIXED JAMB - 1957 211 2" 1 l t5t 1/1©6" 2 5/16" SASH MTG RAIL - 1946 1 7/16" 15/16" 15/16" 1/2"- 1/16" r s 1 ROLLER TRACK - 1959 LINE ITEMS NOT USED: 39 }� I 1/8" - 1/16" REINF. - 1935 SCREEN CATCH - 1960 NOTE: ALUMINUM PROFILES ARE 6063-T6 UNLES OTHERWISE NOTED. 9/16" - T 1/®" SCREEN SUPPORT - 1936 SILL, TOP 1967 1 5/16 2 1/2' 1/16" FIXED MTG RAIL - 1934 1 SASH TOP/BTM RAIL - 1939 13/16" 1 1/4" SPRING SIDE LATCH - 1956 FRAME CORNER CONSTRUCTIO • I• • • • •• • • SASH CORNER CONSTRUCTION. •••••• • r • •/III. 1 • MEETING1416RT4HMENT • SMALL JOINT SEAM SEALANT 5/16" GLAZEBEAD - 1941 7/16" GLAZEBEAD - 1949 Ckgrig WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CWS.CC 7700 ALUM. HORZ. SLIDER IMPACT •• • ••• • • • •• •• • • • • 1. • w 0 • (/) •. Z m• O •• e•• 1n • .I.• • ••• • • • • 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION BOM AND EXTRUSIONS DRAWN BY ADE DATE 06/01 /12 DWG A REV.. CWS-774 A ,SCALE SHEET 12 50F7 14" MAX. • . (TYP.) 6" MAX. (TYP 6" MAX. (TYP.) 18" MAX. O.C. (TYP) NOTES: — 3" (TYP.) 3" (TYP.) ANCHOR LAYOUT - (FLANGE) INSTALLATION ANCHORS TYP 6" MAX. (TYP 6" MAX. — (TYP.) 18" - MAX. O.C. (TYP.) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 3" (TYP.) —y 1 3" (TYP.) r SEE NOTE 2 18" MAX. O.C. (TYP.) I ' f I X 1 1 I{{ 7. I I I I O ( I I I X I a ANCHOR LAYOUT - (FLANGE) • azt!!! WINDOW SYSTEMS [ 1 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CWS.CG 7700 ALUM. HORZ. SLIDER IMPACT 0 1- 0 0 INSTALLATION • • • ♦ ANCHORS TYP! • • •••• • • l. •.•• • • • • • • • •• •• • • • • • • • • • • •• • 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". 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. 3. ANCHOR TYPE. SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1. SHEET 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 BE PROTECTED TO PREVENT REACTION. 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 SPECIFIED IN TABLE 1. SHEET 7. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS. EMBEDMENT SHALL BE BEYOND W000 BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR SOLID CONCRETE. 3-9/16" FOR CMU, 1" FOR WOOD AND METAL. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS). FMAiAAMA 200(FLANGE WINDOWS). FMA'WDMA 250(BOX WINDOWS). FMA/AAMA/WDMA 300(EXTERIOR DOORS) • •• • • • • • • • • 2 • _• •:U • (1) • z m• O • N/a� w • a o - •••! •••g 06 X� i LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION ANCHOR SCHEDULE AND NOTES DRAWN BY ADE DATE 06/01 / 12 DWG • C W S-774 REV.'. A SCALE. SHEET 1:20 6 OF 7 SUBSTRATE 8Y OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 Y TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 L 1/4" MAX. SHIM INTERIOR 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. -1 SEE TABLE 1 VERTICAL SECTION TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3116" ITW TAPCON 1-1/2" 1-1/8" HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" GROUT -FILLED CMU (ASTM C-90) 36" ELCO ULTRACON 1-3/4" 2-1!2" 2XMIN. SOUTHERN PINE (G=0.55) 3%16" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3:8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 1116 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125 ., 16" T INTERIOR MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER 1 MIN. EDGE DIST. SEE TABLE 1 SUBSTRAT BY OT�IERS SEE TABLE • • •• • PERIMETER SEALANT BY INSTALLER • • • • INSIDE AND OUT • HORIZONTAL SECTION • • • • • • 7 TYPICAL JAMB ANCHORAGL• • • •• • • • • • • • • • • • • • • •• • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CWS.CC • • • • 7700 ALUM. HORZ. SLIDER IMPACT • ••• • ••• • •-•-.-• • Y • •w fPi Z • O ••(7) aw a d •.wa • •g • • • '\1111111y M • • • • • •4011,,NURE�., r'i -..•No 58201 * y • ecE O•• STATE 06 zz 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 I SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY ADE DATE: 06/01 / 12 DWG C W S-774 REV A SCALE SHEET 1 1:2 70F7 1/4/2015 Businessi,,, PRrolfessional iscon License efficiently. Regulatefairly. 7 BCIS Home Log In User Registration Product Approval USER: Public User Florida Building Code Online Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search Product. Approval Menu > Product or ,>pph ,tlgn. Search > 1Rplica Uon List > Application Detail .s R FL# '''';""4""'"''"--3 Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative FL15210-R5 Revision 2014 Approved Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 r'ckw@rwbIdgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. •• ••• • VedaLiion Hardcopy Received • • • OOOOOO • • • Certificate of Independence •• ,•,FL=5Z0:RIC81•:ER1IF•TCATE of INDEPENDENCE.pdf •• ••• •• • • • •• Referenced Standard and Year (of Standard) • • • •• • ••• ••• • • • • • Standard Year • ASTFM D.9249 • • • 1996 A:T 4 D21143 • • • . 1999 to • • A:TIT D:r359 • • • • 1998 AS1'M D6/8 • • 2003 ASTM E1300 2004 A4TI4 E$4 • • • • • 2005 A:TN= 6 • • 1995 • • • • • • • • • Y hops://floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3y Zt-PCFroC180Cgp42bf•(?gAjF i 20vD 2T k %2fm Q BUw %3d %3d 1/4, 7/4/2015 Florida Building Code Online G 155 TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 15210.1 Model, Number or Name Horida Licensed Professional Engineer or Architect FL15210 R5 Eauiv Equivalency Of Standards.odf Method 1 Option D 04/24/2015 04/26/2015 04/29/2015 06/23/2015 Description a. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.2 b. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 6'8 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X - Configuration) Installation Instructions FL15210 R5 I1 Inst 15210.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Evel 15210.1.pdf Created by Independent Third Party: Yes 2005 1994 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) Installation Instructions FL15210 R5 1I Inst 15210.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Evel 15210.2.odf Created by Independent Third Party: Yes 15210.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.3.odf Created by Independent Third Party: Yes 115210.4 I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes d. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door - Grain/Rustic/Mah0A-iyt9nie/O: ••Ivyttl'Ovttuting (X - Configuration) Fiberglass Door • • • ••• ••• • ••• •ins Il:tion Instructions FL1 210 II Inst 15210.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Design Pressure: N/A • ••• ••• •ialuasiflil Rgpgrts • Other: See INST 15210.4 for Design Pressbure �tatings,•arW • L152YsR5 • E•Eval 15210,4.odf additional use limitations, installation irystructiori ar?d totuc= retitee1 by Independent Third Party: Yes particulars. • • • • • • • • 15210.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany.6eriespOr • Sialellite6 Inswing/Outswing (OX or XO; OXO - Fiberglass Door • •• • • •1 Corfigttabonr https://flondabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3y\WII.Z1VRCFrgd8815Ccip:'°ib AJF.Ni2OvD2Tk%21mQBUw%3d%3d 2/4 7/4/2015 Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A ! Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings, any j FL15210 R5 AE Eval 15210.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes partic ars. Installation Instructions FL15210 R5 II Inst 15210.5. pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes 15210.6 f. Smooth/Wood Grain/White Wood i 6'8 "Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes I FL15210 R5 II Inst 15210.6.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars. 152 0.7 g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.8 h. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15210.9 i. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 !Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.9 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.6.pdf 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Configuration) Installation Instructions FL15210 R5 II Inst 15210.7.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.7.pdf Created by Independent Third Party: Yes 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or XO; OXO - Configurations) Installation Instructions FL15210 R5 II Inst 15210.8.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.8.odf Created by Independent Third Party: Yes 8'0 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Installation Instructions FL15210 R5 II Inst 15210.9. pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports • 15210.10 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes •• ••• • • Design Pressure: N/A • • • • • Other: See INST 15210.10 for Design PreNre Rittigy. j. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Configuration) Installation Instructions FL15210 R5 II Inst 15210.10.odf Verified By: Lyndon F. Schmidt, P.E. 43409 • Cre&te 1 by Jrgdependent Third Party: Yes Firalua•io• Reports =Ll•��•J9 % AE Eval 15210.10.odf additional use limitations, installation instructions arid Proiucb Qrestet by Independent Third Party: particulars. •• ••• •• • • • •• Yes 15210.11 I k. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or I Grain/Rustic/Mah:gAt•Seriesb• ••Idelitee•Oujs jng (OX or XO; OXO - Configurations) Fiberglass Door • • • • • •• • • I................ _ _. .......I .................. ...•.. O. ......3 ....•......•_._.•. .. . ......•.... •. .•.........•. • ___ __... ....... _ ......... Limits of Use �•• ••• ••• •Astalltt,jan trbssructions 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 ••• • : : : A.,:rua$ion R:ports • • • ••• • • • • + • • • • • • • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3yVyNZ 1r/ROTOVIK cipriblitlAfft i20vD2Tk%2fmQBUw%3d%3d 3/4 7/4/2015 Florida Building Code Online Other: See INST 15210.11 for Design Pressure Ratings, any I additional use limitations, installation instructions and product Iparticulars. 15210.12 FL15210 R5 AE Eval 15210.11.Ddf Created by Independent Third Party: Yes I. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 11 Inst 15210.12, odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.12.pdf Created by Independent Third Party: Yes 15210.13 m. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Surface Grain/Rustic/Mahogany Series 0 Bolts - Outswing (X - Configuration) Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL15210 R5 II Inst 15210.13.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings, any j FL15210 R5 AE Eval 15210.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series 0 Bolts on Active Door panel - Outswing (XX - Configuration) Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.14 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210,14.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: particulars. Installation Instructions FL15210 R5 II Inst 15210.14.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Yes 15210.15 i o. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series 0 WINDSERT'" an operational window insert - Outswing (X - Fiberglass Door Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.15 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.15.odf additional use limitations, installation instructions and product j Created by Independent Third Party: Yes particulars. -r— Installation Instructions FL15210 R5 II Inst 15210.15. pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports r1 Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . •• • • ••• • Prod••uctappiovil Ar�e• fYs:•• • •• • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • https://floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtOgv3yWKJZ1M•CFriu8tQplici2biQ•I NP:420u02Tk%2fmQBUw%3d%3d 4/4 :Product L'valtiatior:,Report R W wilding Consultants, Inc. (nnsuliinu ;hid Engineering Services Inr the Ituilding Industry P.O. Pox 230 Vnlriro, FL 33345 t'Ii 813 639.9197 F'L�riaa t3remri ul't'ntli.5iuu:d E,F.inccrs Ccniric oc 9813 Report No i f L I52U. r.Da1e • April 23;; 2013, } Product Category Sub Category Manufacturer Product Nam a *_x_.),...... xj Exterior Doors Swinging Exterior Door Assemblies Plastpra, Inc. 5200 W. Century Blvd. Los Angeles, CA 90045 Phone 440.969.9773 Smooth 1 Wood Grain 1 White Wood Grain Rustic 1 Mahogany Series 0 Fiberglass Door InswingIOutswing • "Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plaslpro Inc., based on Rule Chapter No 61 G2.0-3, Method 1D 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 narnied rein Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code 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 rot require an Impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 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 1609.1.22 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-15210.6 require further engineering analyss 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, ee dra in. FL-15210.6 for size and design pressure limitations, uppo rug •o 1. Test Report No. TEL 01390365 ETC-05-255-16776.0 ETC-06-255-17412.0 ETC-07-209-19303.0 2, Miami -Dade NOA 14-0423.16 13-0114.05 3. Drawing No. No. FL-15210.6 4, Calculations Anchoring ASTM E 1300 Glass Load Test Standard TAS 201-94, 202-94 & TAS 203-94 ASTM D 635-98, 638-03, 1929-96 & 2843.99 ASTM G 26-95 ASTM E 84-05 ASTM D 635-98, 636-03, 1929-96 & 2843-99 Materials Satlex PVB interlayer (Eastman Chemical Company) Royal Mouldings (Ext. PVC) Prepared by RW Building Consultants. Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. Testing Laboratory Testing Evaluation Lab., Inc. ETC Laboratories ETC Laboratories ETC Laboratories • • • • • • • • • • • • 5. Quality Assurance • Certificate of Participation issued by National Accreditation and Managtlrgent •' •, • • Irslitule. certifying that Plastpro, Inc. is manufacturing products within ac elity • • assurance program that coracles with ISO/IEC 17020 and Guide 53. • ••• • • • • • • • • •• ••• • .'•• • • • •• , • 000 •- • • •" • • • ".• • • . • • • ,- • • • • • • • • • • • • • • • • Shriglo 1 • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • Signed by Lyndon F. Schmidt. P.E Joseph L Doldan, P.E. Joseph L. Doldan, P.E. Ben Meunier Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F Schmidt, P.E. FL PE No, 43409 4/24;2015 u plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series 0 Fiberglass Door INSWING / OUTSWING "IMPACT' GENERAL NOTES 1. Tr* product has been evaluated and is in compliance with the 5th Edition (2014) Florida Budding Code (FBC) structurol requirements including the -High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be cs listed and spaced as shown on detals. Anchor embedment to base material shaft be beyond wall dressing or stucco. r- 1 See sheets 2 8 4 for hardNaie and lite frame design pressure limitations 3. When used in the `HVHr this product complies with Section 1626 of the Honda Budding Code and does not require an impact resistant coveting. 4. When used in areas outside of the "HVHr requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require on impact resistant covering. This product meets missile level't" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.12.2 of the EEC. 5. For 2x stud construcfion. 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 this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ. Al other configurations do not meet the water infiltration requirements for the "HVHZ' and must be installed onty in non -habitable orev^s or at habitable locations protected by an overhang or canopy such that the ongle between the edge of canopy or overhang to si r 6 less Mon 45 degrees. TABLE OF CONTENTS SFHEET3 DESCRIPTION "t 3 typical elevotions. design pressures E. general rotes 2 Door panel details ( 3 Siderte panel detois 4 Lae frame defcts and glaring detail 5 Be ofions hor`zontal cross sections vertical cross sections 8 3-Point lock details 9 3-•0int lock details { 10 Buck and frame anchoring (XX) i 1 Buck and home orrchoring (04XO) 12 Ashagd desads 13 Astragal deials 1 a Astragol 51e:at 15 Components 16 BP of materials 152Y MAX. OVERALL FRAME WITH lcf t�.• RA.LL FRAME WIDTH 74.0,7' MAX. OVERALL FRAME WIDTH --- e • • • • • •• • 'Er a •.di rnn • ••L* o • cZ • •E va . •• sa CONFIGURATION MAX. FRAME DIMENSION SWING DESIGN PRESSURE (PSFj • • • ENDURA ASTRAGAL OLP ASTRAGAL CipjUil4A ASTRAGAL POS. NEG. POS. NEG. • POS. • NEG. xx 74.0" x 82.0" INSWING +60.0 -60.0 +50.0 -60.04 47�QQ •-60.0 74.0" x 81.13" OUTSWING +75.0 -75.0 +75.0 -75.0• • • •501.9 -50.0 • • • • • • • 37.5- iV • FRAME WIDTH 0 x x 0 CONFIGURATION MAX. FRAME DIMENSION SWING DESIGN PRESSURE (PSF) 1 ENDURA ASTRAGAL Olr surRNuwi COtvmlw s+SrRnG.0 POS. NEG. P05. NEG. POS. NEG. oxXO.-- 152.0" x 82.0" ____, 152.0"x81.13" INSWIN6 450.0 -50.0 ' 50.0 50.0 -50.0 ..... -50.0 +50.0 .......... +50.0 -50.0 . . ..... -50.0 OUTSWING -_.._....._ +50.0 __.._ _..... -50.0 • • • • • Lk • r► ••••(„IS •• c.c • • • • 1 • • • • n5R • c.s_ 10 0 • • • '• • '• • • •• rr • ••►•• z1� • �••• gj•. 4 • • • 1i.• (ac • ova••• i c • �••1.••• J • r 1 m: E.02/15/ 2 L` c FL- i52706 S0EE? cm F 15210 (2014)\F1-15210.1-6.dwg, 26 210 HVHL Fi bergl R:\Clients\Ptastpro, Inc PERMANENT\FIorida Product Approval L7 79.25" MAX. O.A. H HINGE STILE (LVL) 35.75" DOOR WIDTH ODOOR PANEL °HORIZONTAL CROSS SECTION SEE HARDWARE TABLE LATCH STILE (LVL) HARDWARE TABLE MANUFACTURER MODEL MAX. DESIGN PRESSURE.(PSF) KWIKSET KNOB: SIGNATURE SERIES DEADBOAT LT: IG URE SERIES MO)± 75 SCHLAGE KNOB: "F'SERIES (FSt) Y1 DEADBOLT: "13' SERIES (B60/62) PAMEX ER: F6.6E ¢ram-..n , DEADBOLT: FD75ERIES HOPPE MULTI -POINT LOCK: 3-POIHT TONGUE } 50 W & F MULTI -POINT LOCK: TRILENNIUM "3000" SERIES t 75 See sheets 8 and 9 for multi -point lock details. TOP RAIL (COMP.) INTERIOR FIBERGLASS SKIN (0.1251 MIN. THK.) FOAM CORE SEE HARDWARE (POLYURETHANE - TABLE 1.9 PCF MIN.) BOTTOM RAIL DATE: 02/16/ 2 (COMP.) scuE. N.T.S =U: a 3 r:O� `/p+� .°° of s. U N Z 0 Z U \c N o Ern o m Nn Odra • • •....E cz .. • • • c -. J • • •• • ja • •• • • • • • • • • • a • •..• •••• • • •• • • • • • •• • • • • • • • • • • • • •�y• • • • • • • • V • • • o !XTERIOR • .. • • • • o_ L • I ( °VERTICAL CROSS SECTION DWG. BY: JK GNK. BY. LFS DRAWING NO.: FL-15210.6 SHEE 2 Dr 15 • • • • • • • • • 201 2 R.W. BUILDING CONSULTANTS INC. 0.4" CAP (PVC) 0.7' STILE (LVL) 79.25' O.A. HEIGHT INTERIOR °HORIZONTAL CROSS SECTION 35.75" DOOR WIDTH OSIDELlTE PANEL 0.4" 0.63" INTERIOR FIBERGLASS SKIN (0.126' MIN. THK.) FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) BOTTOM RAIL (COMP.) °VERTICAL CROSS SECTION • • • • • •• • ins' K. Ew = L Na ic ro ••� 4~ E • •••• oz I • •• • • • • • ••to•• •••• •• • r • 'a • • • • • • .0 •••• • • •• Zo••E''•• i • • •••• • oy0iJ• •• •••••• ••••0MOi•• • � Fla] a wc•• • nu, • w• N cy • • • • • • • •• • ••• • • • •• } m O w 6_ REVISIONS N ▪ LJ 0 O Z DATE: 02/ 16/ 2 N.T. S G.0 JK CHK. sr: LFS DRAONG ND.: FL-75270.6 SHEET 3 or 16 • 0 m 201 2 R. 0 0 E ida Product A z 20.50" MAX. D.L.O. WIDTH 24.22" MAX. FRAME WIDTH 66.35 MAX. O.A. FRAME HEIGHT 62.63" MAX. D.L.O. HEIGHT 20.75" MAX. D.L.O. WIDTH (TYP.) 4.2S' MT-) ODE LITE FRAME 24" MAX. FRAME WIDTH 66" MAX. O.A. F 62.75' MAX. D.L.O. HEIGHT (TYP.) 4 (TYP) —r RSL LITE FRAME r1 r'1 ``fYYy 5/8" GLASS BITE EXT. -- I" OVERALL GLASS THK. 1/8" ANNEALED GLASS 0.090"SAFLEX6PVB INTERLAYER 1 /8" ANNEALED GLASS AIR SPACE 1/8"TEMPERED GLASS INT. Gl GLAZING DETAIL LIFE FRAME TABLE MANUFACTURER MAX. DESIGN PRESSURE (pm DL. ± 75 RSL ± 60 EXT. 1 /7' GLASS BITE 1-1/4" OVERALL THK. GLASS 1/8" ANNEALED GLASS 0.090" SAFLEX®PVB INTERLAYER 1/8" ANNEALED GLASS — AIR SPACE 1/8"TEMPERED GLASS 1 /7' NON -GROOVE SWIGGLE w/ DELCHEM#80 POLYSULFIDE 1 /8' BACKFILL INT. ALUMINUM SPACER G2)GLAZING DETAIL OEXT. FRAME C 5 EXT. FRAME OINT. FRAME li INT. FRAME • • • • • •• • • • •• • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • •• •• • • • • • • • • • • • • • • •• • 17 SCREW CAP • • • • • • • •• • • F. 10 zo O � n'EF, am • • • 0,k• ••�Ew • iu• -436 a wo t0 J Q F1••• m UPDATE TO 5TH ED. (2014) FBC z 0 Cri uJ 0 z • • • • • • • • • • Dom 02/15/ 2 SCALE N.T.S. DWG BY JK CHK. BY: LFS DRAWING NO.: FL-75210.5 SHEET 4 OF I5 i/ X ELEVATION (XX) 00 • • •••` ©•• •/ 1111617 •••• • / • • /// / /// •,•7• • / / •'• • • • • • • • • 1 �{ d 0 6 X $ 3 X V•••' o v O 6 /// /// / / // / 4 D 4 ID ELEVATION (OXXO) �U $' 8 Li J_U n an o n z U N 0 a 0 (1 Z 0 U R� LO OJ 0 00m•. • • • • • ; 0 Z • • •E 0 ( • •••• U CW •'•.a••• 8 O. •`• • • •••• • • • • • • ••t•• z • • • • • m �• 1'••• • • • • • • c O z 0 EY DATE:O2/16/ 2 SCALE: N. T.5 DWC. BY: JK CHK. BY: LFS 5 z 0 DRAWING NO.: rL-15270.6 - snEET 5 or 16 0" NOTE: 1. Spacing for item K: 6" from ends and 7 more equally spaced along sidelite (9 total). 1-1/4" MIN. EMB. (TYP.) °HORIZONTAL CROSS SECTION Inswing shown - outswing also approved EXTERIOR INTERIOR 44 HORIZONTAL CROSS SECTION 6 Inswing shown. - outswing also approved EXTERIOR INTERIOR 7� EXTERIOR i r INTERIOR 1-1/4" MIN. EMB. (TYP.) • it • • • • • \• • 0622 HORIZONTAL CROSS SECTION • Shown w/l X sub -buck HORIZONTAL CROSS SECTION Outswing shown - inswing also approved • o t • •• • ••••• 00 •i••J•• •••••• a� •S .S Cr • •••}I•• • • • • • � 3 `-i 1 Clj • o_ g• m •WY• 1 1 EZ < 0 • 0 ' N 1 • • • - • $••• • • • • • 10o 1 x • - < • •a a •RA•• O • EXTERIOR •• • • • 1 • •• • V • 0 4 O 0 0 0 REVISIONS rn 4 n � O z DATE Q2/16/ 2 SCALE. N.T.S G. er: JK CHN. er: LFS DRAWING ND.: FL-15210.6 SHEET 6 or _6 0" Z p. • 0 � IMREp j%``\ SEE NOTE 1 0© INTERIOR EXTERIOR 0� O 111111111,111 0 INTERIOR a 0 EXTERIOR 00 OVERTICAL CROSS SECTION 7 Inswing shown - outswing also approved INTERIOR Ai A �. EXTERIOR �,®11 0 0 Z 0 NOTE I. Spacing for item K: 6" from each end and at centerline. 000 33 VERTICAL CROSS SECTION 7 Inswing shown VERTICAL CROSS SECTION INTERIOR SEE NOTE 1 0 Outswing shown - inswing also approved Fr V EXTERIOR Z w © • A 000 o INTERIOR 00+0 00 0 0 SEE NOTE 1 EXTERIOR 0 ,• •• • °VERTICAL CROSS SECTION Outswing shown INTERIOR `` 011, I/ l` � m r•l ai; oQ 2 D Z U . �•t mn lePt 0a • •• <Z • • •E o • .••• 8 aw saj..e••• • O JD • • •••• • • • • • EXTERIOR • • • • AM,i1 .. • ... 07 66 VERTICAL CROSS SECTION Outswing shown ` • • •• •• • zd 44 VERTICAL CROSS SECTION 77 VERTICAL CROSS SECTION 7Inswing shown 7 Shown w/ ADA threshold •V •/a cc 0 0 0 00 cc Nco m • tn • •• • t, • ••{x• • • tip •• 00• ¢ U •$i• I >- REVISIONS Z Dn E: 02/16/ 2 SUES. N.T.S DWG. er JK CHK BY: LFS DRAWING NO.: FL-15210.6 p sHEEr 7 or 16OT • 15210.1 6 dwg, 8.6 Opaque and Glazed \C - Drawing ients Inc PERMANENT\ Florida Prod 0 i OVERALL HEIGHT HANDLE HEIGHT 23 MULTI -POINT STRIKE PLATE MANUAL RAISED TONGUE GEAR SYSTEM I co co LATCH AND DEADBOLT STRIKE PLATE 25 Tongue system c'] KE JAMB v • • • • • •• • • • • • • • • • • • • • • •• •• • •• it • •E • • • • A • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • ap • Q ••t•• m E Z pQ i• • o„)••t•• CC >- o • a m -+ Inoue 5- • 5wv•0,• am< o a U m V O U7 Z �w _O 2 N O � ti Q 3- m W n O Z DATE.02/76/ 2 SCALE: N.T.S. DwG. BY: JK CHK. BY. LFS DRAWING ND.: FL-15210.6 SHEET 8 Of 16 • • • • • • • • • ANENT\FIorida Product Approvals \fL-15210 HVHZ Elbe W & F Trilennium 3000 SERIES 3 pt. Lock tit 0 ASTRAGAL STRIKE DETAIL • • • • • •• • • • • • • • • • • • '•• • • N N • • • • • • • • • • • • • . • • • • • • • • • •• • • ••• • • • o • • E a •• Wit • • J • • • .t• • 0 U• • a • .••• n • Yr m 0 0 0 0 L 0 0 m Q O Z DATE: 02/ 16/ 2 SCALE N.T. S DWG. er: JK REVISIONS GHK. ar: LFS DRAWING NO.: FL-15210.6 SHEET 9 OF 16 2012 R.W. BUILOING CONSULTANTS MASONRY OPENING BUCK ANCHORING XX CONCRETE ANCHOR NOTES: 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 maintain The min. edge distance to mortar joints, additional concrete anchors may be sequred to ensure the -MAX. ON CENTER" dimension ore not exceeded. 3. Concrete anchor table: ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN. CLEARANCE 70 ADJACENT ANCHOR ITCTAPCON € 1/4' 1.1/4- 2' 4" ELCO e ULTRACON 14' / 11/4' 1' 4„ ITW TAPCONa 3/16' 1-1/4' 7 1-1/T WOOD SCREW INSTALLATION NOTES: 1. maintain a minimum 5/8 edge distance, 1" end distance, & 1" c.c. spacing of wood screws to prevent the splitting of wood. ASTRAGAL STRIKE JAMB MASONRY OPENING FRAME FRAME ANCHORING XX LATCH & DEAD BOLT DETAIL DETAIL I Astragal throw bolts at the threshold (Outswing) SEE HINGE DETAIL (TYP.) 1- o. 1 X BUC 1 HINGE JAMB DETAIL 2 Attach astragal throw bolt strike plate to frame as shown 2X BUCK IX BUCK 2X BUCK • • • • • •• • • • • • i• • • ftIIQGE DETAIL Inswing HINGE DETAIL Outswing DETAIL 1 Astragal throw bolts at the threshold (Inswing) h o0nmi U N - • Y $ a az� h Rg co zm0cw To•q1 • • • ♦ moo. • • lig co •••• E 9z • 8 cw •• •• .• • .0 z • III .4';•• • • R• • • • zo z 0 DI W • • CC V a g m (� • • R M • • • 1 01 p WS•• R 0 j R • • • • •j • •o ••o EL 2- 0 U 0 ti a D z Ct (7 W 0_ h ”,;A O z DATE 02/16/ 2 SCALE N.T.S DWG. BY: JK CHK. BY LFS DRAWING NO FL-1521C.6 SHEET 10 Or 16 a c 0 Impact Opaque and G ENT\Florida Product Approvals \FL-15210 HVHZ Fi 4" (TYP.) MASONRY OPENING 2X BUCK MULLION )---- 4" (TYP.) 8" (TYP.) BUCK ANCHORING OXXO CONCRETE ANCHOR NOTES: 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 maintain the min. edge distance to mortar joints. additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN. CLEARANCE TO ADJACENT ANCHOR ITV ,*ARRc4pe(".usYY1- s r ,r-�r.r� ELCO s U LTRACON 1/4" 1-1/4" 1" 4" } ''""- 4- .��t��� v 1-1/4" 3" P'"'1-- TAPC Z. 1. Moinlain a m nimum 5/8" edge distance. 1"end distance. 8 1' o.c. spacing of wood screws to prevent the spitting of wood. (TYP.) ASTRAGAL STRIKE JAMB (T(P.) — - 3" - �(TYP.) . i -- T' (TYP.) INN r____ I I 1. BUCK G IX BUCK TYP. HEAD - & JAMBS - I - III I I O - OTYP. SILL I II Il SEE DETAIL 2 0 TYP. MULLION _ 11 I I LATCH & DEAD BOLT DETAIL DETAIL 1 Astragal throw bolts a+ the threshold (Inswing) SEE DETAIL 1 FRAME ANCHORING OXXO HINGE DETAIL Inswing DETAIL 1 Astragal throw bolts at the threshold (Outswing) HINGE DETAIL Outs -wing 4 IS J� V n n :1.°:':,•• y�.ei(s:2�4P.d_iITY 1 z 41 1.6'' i $ 11' '1'- ,.4'.„ /// 11 / 1 1„ o an m i 111 U N o -'SEE HINGE o a i d -/ DETAIL (TYP.t 17. z i u •• • • •• S • • • fe c o • ••••••• E aZ • •• • 'L c p� ••••• • 8 �a �i� • •i a • �t• ••b!• •• • • •j• 0,7, •• ••ti•• • • • DC •••1bi•• • o z • ii • • • Co •• is. • wK • • •� - • a� ▪ i • •? • • • i w N z • • 1 m K a • • • • U ` •A V•• • •• • • •• •S •0 U • •••E < m a a • • • HINGE JAMB DETAIL 1 Attach astragal throw bolt strike plate to home as shown Y >- m UPDATE TO 5TH ED. (2014) FDC REVISIONS 7- 0 O z DATE: 02/ 16/ 2 SCuE: N.T.S DWG. By. JK CHN. BV, LFS DRAWING No.: FL- 15210.6 SHEET 11 OF 16 • C 201 2 R W. BUILDING CONSULTANTS INC. 15210 (2014(\F1-152 15210 HVHZ F'ib cents\Plastpro, Inc PE AS ' GAL S LOCATIONS O 66 CONCEALED STIFFENER 6: SLIDE BOLT ROD Typ. to 8 bottom of astragal top through 1.98" bottom through 1.98" rn�ly' (S'( : oJ-ci •♦-Gl� join V N •; OS v V olu • •• L O g m E W •• • iii 35 • ••• •' Na m alaG'i • ••� • • D ••••I 9Z•i • • • �D •••• •• • • • • • • •••• • •• • • • • •• •• •••• • • • • • • • • o •••f•• O Q 00 Ev J • on m Q• 7 • Q_ •g•• m rl i. '— Q 6' a IE Y CO tea] U O) W O Ll P. 0 O a � W - n O Z DATE: 02/ 16/ 2 SCALE: N. T.S DWG. BY: JK CHIC BY: LFS DRAWING NO.: FL-15210.6 SHEET 12 OF 16 oda Product Approvals \F z a 0.75 0 0 — 5.5' 33.125' T' 15' 30 41" D • BOLT (THRU HOLE) LATCH (THRU HOLE) 32.75" 21.75' 1.75' --- 6.75" -_ .375' ;-- ^ 1.38' ALUMINUM ASTRAGAL By Columbia VIEW D-D Aluminum Astragal Assembly M ASTRAGAL ASSEMBLY By umbio 00 FLUSHBOLT RETAINER Top / bottom Aluminum 6063-T5 20" 0.75 i jj.�• t Em • • c I `\•\ VVVCC a N ro •• •al • •• �~ • •••• E 9z • • 0 3`0 •••• •• • • • • • s •••• • •• • • •• •• •••• •••• • • • • • • • • • • • • • • •• • ••• •S' • •0 ••& OFLUSHBOLT ROD Steel :o 7 • IV 41, s� 2 • • • • • • 01 a 0 0 0 a 1,3 mw z DATES 02/16/ 2 SCALE. N.T.S DWG. Br: JK REVISIONS CHI( . Br: LFS DRAWING NO.: FL-15210.6 SHEET 13 or 16 0 D 0 • en 151 2.75' 3.75" DEAD BOLT (THRU HOLE) 5.50" 33.125' LATCH (BLIND HOLE) 10.75' 18.75' -- 26.75' �+ 2.50" --- 26.50" 8.50" 10.50" _ I 1 LI.75' 0ALUMINUM ASTRAGAL By Endura Product ) 19.63" Q 6'-8"ALUMINUM ASTRAGAL ASSEMBLY By Endura VIEW A -A Aluminum Astragal Assembly 73 SLIDE BOLT ROD MAIL: Steel 1.63" • • 3.64;••••Z • 0 0 ••. m • • • • • • • • • •• • • • • • • • •• •• • • • • •••�•• • 0 "• • • • �� • • • • • 3 ••A•• • •• • 3o �m • • • • CLAY 4101•• •• • ••• 4 m �„.� • • 4 ri < G •4U 0 0 Y W w a 0 N 0 N rn � o O Z DA E SCALE • U 02/16/ 2 i N.T.S. 71 BOLT RETAINER DWG. ar. JK MAIL: 9-3/4" Aluminum CHK. eV. LFS DRAWING NO.. FL-15210.E SHEE 14 OF 16 210 (2014)\FL-15210.1-6. vats\FL-15210 HVHZ Fi 30 OUTSWING THRESHOLD DLP (QOSR) 4.68" OUTSWING THRESHOLD 32 DLP (GOSH) 4P274 5.67' 33 OIITSWINGTHRESHOLD Endura (Z-Series) 36 INSWING THRESHOLD Endura (2-Series) OOUTSWING THRESHOLD Columbia High Dam (581) 31 OUTSWING THRESHOLD Columbia (575) OINSWING THRESHOLD Columbia INSWING THRESHOLD 37 DLP (ISCS) 4.56" r 2.44" —1 2.13' OPOLY FIBER JAMB Plastpro 4.56" OWOOD JAMB � 0.57 OWEATHERSTRIP Endura Force 5 4.56" O�. .................. i N o U Z • l.. 0` TZ O a!p ��•"• g `, pj MI 2.5' 'i �• I1yry..f� \ J CO e 9 1JT ''''',''I il_1- •1P`\`\ U F.,' • • O OUTSWING SIDEUTE ADAPTER • D • •• • • 7' • • • 39 INSWING SIDELIIE ADAPTER • • • • • • •• • 29 ADA THRESHOLD DLP I in •i•3 M•a 1�7• • •• •8 • • O • • • • • • • • • Lp �, Zt. 8 oz c 4i •••• • z • • • • • • • • •. • 01 0 0 � a 2.088" 0 iftH) ODOOR BOTTOM SWEEP UPDATE TO 5TH ED. (2014) FBC ,\ w rn 0 0 z DATE,02/16/ 2 sGLE N.T.S DWG. BY: JK CNN. Rr. LFS DRAWING N0.'. FL— 15210.6 SHEET 15 OF 16 • • • • • • • • • • • a a ngs\FL-15210 (2014)\R-152 Impact Opaque and Glazed\C Product Approvals\FL-15210 HVHZ Inc PERMANENT\Flo Ooeumants F•npored y: •wear Lyndon F. Schmidt i ....... ,•p ��� P.E. No. 43409 ',i /ONALj".��� r;j)•_•_ _�UILDINC CONSULTANTS, INC. �.0. 8611c 230. Va lrico. FL 33595 4+hone It . . No. 9813 BILL OF MATERIALS 55 #10 X 1-1/7' PFH SCREW STEEL ;.• , ITEM II DESCRIPJTON MATERIAL 57 BACKING PLATE STEEL `�,� 9.-• BUCK SG >= 0.55 WOOD 58 #8X7'PFH WS STEEL _='•i g A 1X 2X BUCK SG >= 0.55 WOOD 60 MULTI -POINT STRIKE PLATE STEEL �t O B 62 LOCK ASSEMBLY STEEL C 1/4"MAX. SHIM SPACE - ��%. •••.•CONCEALED X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 65 DLP ASTRAGAL ALUM % � • D 1/4" 66 ALUM '„,,,,,ITTj E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI TO ASTM C90 CONCRETE SLIDE BOLT ODFFENER LUM I p. 301 OR HOLLOW BLOCK CONFORMING ALUM G 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 70 ASTRAGAL BY ENDURA BOLT RETAINER ALUM • • • M H 3/16' x 3-1/4" PFH ITW CONCRETE SCREW STEEL 71 (9-3/4") • STEEL • • • • • I 1 /4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 73 SLIDE BOLT ROD ALUM ��L• Yv K #9 X 2-1 /7' PFH WOOD SCREW STEEL 80 ASTRAGAL BY COLUMBIA • • • ALU PIQ • • L #8 X 2-1/7' PFH WOOD SCREW STEEL 81 FLUSHBOLT RETAINER • • • ALUM• • • • M #8 X 1-1/7' PFH WOOD SCREW STEEL 82 FLUSHBOLT RETAINER • • STEE{. • • • • 1 POLY FIBER JAMB COMP. / VINYL 83 FLUSHBOLT ROD >= 0.55 WOOD• • • • • • • • • • PRODU*T• • • • PLASTPRO INC. FIBERGLASS DOOR PART OR A69E148L10 • • • BILL•OF t 4 TERIALL • • •• •• •.• • •dh 2 FINGER JOINTED PINE FRAME WOOD 88 2X REINFORCEMENT SG 3 EXT. FRAME (ODL) ALUM. • • • • • • 4 INT. FRAME (ODL) ALUM. •• ••• •••• 5 #7-19 X 1-3/4" PPH SELF -DRILLING SMS STEEL • 6 #10 X 1-3/4" PPH WOOD SCREW STEEL • • • • • • • 7 WEATHERSTRIP FOAM •• • • 8 DOOR BOTTOM SWEEP VINYL • • 9 4"X4"BUTT HINGE STEEL •• • • • • • 11 #9 X 3/4" PFH WOOD SCREW STEEL • 12 NON STRUCTURAL SEALANT SILICONE 13 STRUCTURAL SILICINE (DOW 995) SILICONE 15 EXT. FRAME (BY ROYAL MOULDINGS) PVC r , } m 16 INT. FRAME (BY ROYAL MOULDINGS) PVC !UPDATE TO 5TH ED. (2074) FBC zo L 5 ccw 17 SCREW CAP (BY ROYAL MOULDINGS) PVC 22 3 POINT "TONGUE" MULTI -POINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTI -POINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP \ 0, ', w a 34 OUTSWING THRESHOLD ALUM/WOOD 35 OUTSWING SIDELITE ADAPTER VINYL 36 INSWING THRESHOLD ALUM/COMP - o 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP DATE 02/16/ 2 39 INSWING SIDELTE ADAPTER VINYL SCALE.N.T.S. 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS DWG BY. JK C K. Y. LFS 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS No : FL-152 7 0.6 SHEET 16 OF 16 7/4/2015 1.F}r . ra �"�.rvr am,. }'1., + i f{ k.l a.) 4 Business, Prolfessional lkense effide°tly, Regulate faMy. Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER. Public User Product Approval Menu > Product or Application Search > Application L st > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative FL6890-R5 Revision 2014 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the 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 - Hardtop Received •• ••• • • • • • • Certificate of Independence FL6890•V CC).' EVlTep: vg4a1x (CAi8400. IMP).Ddf •• ••• •• • • • •• Referenced Standard and Year (of Standard) Standard AAMIWW4ali1/CSA 1p1/I.5•'A440-G5, • ASTrCE13:0-04 • • • • • • A511(1 E18S6-01 • • • • • • • • AS•IME1996-05 • • • • PA/TAS 201/202/203 Year 2005 2004 2005 2005 1994 • • • • • • • ••• • • Equivalence of Product Standards • • • • • • • • • • • • • • • • • • • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMs.ea eFr$ HIYUono.oh d •• •• 1/2 ••• • • • ••• • • 7/4/2015 Florida Building Code Online Certified By • Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 6890.1 Model, Number or Name Method 1 Option D 04/20/2015 04/21/2015 04/23/2015 06/23/2015 Description 8400 Vinyl Casement Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 psf, Max. size 37" x 72". Outer lite in I.G. to be fully tempered when used 30 ft. above grade in HVHZ. Glass complies with ASTM E1300-04. 8400 Vinyl Flg/Fin Casement. Installation Instructions FL6890 R5 II CWS-161C (CA-8400, IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL6890 R5 AE DuPont PVB NOA 13-0129 27.Ddf FL6890 R5 AE EvalReo CWS-161C (CA-8400. IMP) odf FL6890 R5 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 mail to this entity. Instead, contact the office by phone or by traditional mail. 1f 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: cecur115 .,t, EEO:EA ♦ • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • OOOOO • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • https://floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMs••( /D• • • • V:IFhlz:Hr 'UIno°/e8d •• • •• ••••• 2/2 URNER ENGINEERING & CONSULTING, INC.. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 161C April 18, 2015 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72" unit size with HS laminated glass, or 37" x 63" unit size with annealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44`1' 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 5th Edition (2014) Florida Building Code including the I-Iigh Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: l) This report, prepared by Lucas A. Turner, P.F,., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-161C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3673-I, -IA. -2, -2A, and NCTL-210-3674-1, -1A. -2, -2A, from National Certified Testing Laboratories. Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-161C. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36" x 72" with 1/8" (HS or Temp.) outboard, -air- 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36" x 63" with 1/8" (Ann. or Temp.) outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G. to he fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in CWS-161C • Achieves design pressures of+/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #13-0129.27+ • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 12-1017.02+ 1 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th 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 toaegair:, qloire!ti financial interest in any other entity involved in the testing or approval process of sptQdQct::.: •• A10u1114 k . • • • w • • ; Nb 5 82,'J 1; ,t • • . • •. c *p ..•• • .400— t.. • * . -a. :czz . ' STATE OF .' 10: 7.,10 ,�•••w4'(�`0 R '•c''N• •iQiA1II,o" • •.• • • • •• • •• • • • • 4/18/2015 .1•ucaS A. Turner, P.E. FL PE #58201 • • • It • • • • • •• .• CASEMENT - LARGE MISSILE IMPACT 38 1/4" MAX. OVERALL F 37 NIT WIDTH `l MAX. SASH WIDTH 73 1/4" MAX. OVERALL FLANGE HEIGHT 72' MAX. UNIT HEIGHT 70" MAX. SASH HEIGHT X 30 1/2" GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS __ 6 65 /2" GLASS DLO e 0 0 64 1/4" MAX OVERALL FLANGE HEIGHT 63" MAX. UNIT HEIGHT 61" MAX. SASH HEIGHT 38 1/4" MAX. OVERALL FLANGE WIDTH 37' UNIT WIDTH 35" MAX. SASH WIDTH A 56 /2" GLASS DLO 8. SERIES/MODEL DESIGNATION CA-8400. A / 30 1/2" GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED - OPPOSITE 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: X = OPERABLE SASH GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. • • • 4. DESIGN •PRESSURES • • • -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND • GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON TESTED PRESIj♦Ve.44TER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04. •••• • 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS Nbi 1F•FfPUSED IN; THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WASJJ6L•DMOR WOOD • • ANCHOR CALCULATIONS. • • • •• •• •• WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cWS.cc 8400 PVC • • •CASEMENT • IMPACT • • • • • •• • 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SM11•1!I ARE NOT REQUIRED. • • • • • • 7. ALL FRAMES AND VENTS FULLY WELDED. • • • • • • • •• • • • • 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING NON-HVHZ 37" x 63" +/- 65 PSF LARGE MISSILE IMPACT , HVHZ - +/- 67.5 PSF NON VH2 "' '-'-' 37 x 72 1 - / x6 'SYF " �` HVHZ +/- 67.5 PSF •• • •• • • ••• •• • •• • • • • • • • s • R W W O 4 •0 0 • 48. N �O •• W • O } �m • •• • • • • z •O • a o - D ao. U Q U m Q O REVISIONS ,.,�'�z DRE W �7,, No 58201 4/18/2015 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 DRAWN BY: ADE DATE'. 05/05/07 DWG #: C W S-161 REV C SCALE: 1:15 SHEET 1 OF 6 • 7/8" OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIR SPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED SIKAFLEX 552 OR PURFECT GLAZE"H" 1/2" GLASS BITE i"J -)l GLASS TYPE A Cgoloilm WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC * • • •CASEMENT • •••• . IMPACT • •• 7/8" OVERALL 1/8" HEAT STRENGTHENED or TEMPERED 7/16" AIR SPACE • • • • • • 5/16" LAMINATED GLASS • • • • 1/8" HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER • • • • 1/8" HEAT STRENGTHENED • • • SIKAFLEX 552 OR • • PURFECT GLAZE "H" • • • • • • • 1/2" GLASS BITE GLASS TYPE B • • • MAX UNIT SIZE MAX POS. DP GLASS TYPE 37" x 63" +67.5 A 37" x 72" +67.5 B • O a O c ••••••- •• • l Will • • • W O O • • • i-• & • • 01 • • LL LL •• • • • • • • • • • • • • • • •• ••c•••• 0 • Z w w U,I O l •�•M O 0 0 w 0 ;•ate U � D m 0 O m Z O W cc o .41DREotti �rrr4 P j'{frr: • 4 No 58201 • ,-' • ,�.5',1:..OFt r,rrr`9+O N A ; 4/18/2015 STALE OE 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 ADE DATE 05/05/07 DWG 4 CWS-161 REV C SCALE. 1:1 SHEET 2 OF 6 INTERIOR SECTION VIEW A -A ALTERNATE FIN FRAME ITEMS NOT SHOWN FOR CLARITY: 14, 16-17, 19-20. 25. 27. 32, 34, 37-38. 42, 44-45, 50 INTERIOR SECTION VIEW B-B • •• • •• • • •• •• ago!, WINDOW SYSTEMS [ 1i� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT •I • IMPACT • •• •• • • • • • •• • • • • •Y• • •• •• • • • • • • • • • • • • • r • • • • • • • • • • •• • ••• • • • 00 0•. •-•w o r • s1 • • •WW• iwo o m > .r• 4g.• gym•• ••• •.. • Z • k•O a • U , m 0 i •`• N �N CC CC Lu W •O• g� 0 O •• U m Q Z REVISIONS ,,tpTvD % ........ E ,,,I1,,i V7. G `r. Al s' '�. Na 58201 N 7. -17 STATE OF S`•:: O Fit i✓'q '' ;ON,A� a j1 4/18/2015 cc E LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS DRAWN BY: ADE DATE 05/05/07 DWG# CWS-161 REV.: C SCALE 1:2 SHEET 3 OF 6 PARTS LIST FRAME AND C /11 W•, 4 WINDOW SYSTEMS [ �I� 19003 OCA sW OCALA, FLLORIORI AVE,DA 34474 www.cws.cc ITEM PART # DESCRIPTION VENDOR MATERIAL 3 va" y SASH CORNER 1 H-6030B FR., CASE., MAIN, HEAD MIKRON PVC CONSTRUCTION 2 H-6030B FR., CASE., MAIN, SILL MIKRON PVC 11 0 H-6030B FR., CASE., MAIN, JB., RIGHT MIKRON PVC © 4 H-6030B FR., CASE., MAIN, JB., LEFT MIKRON PVC 7/32•• r © ® 5 H-6030A FR., CASE., W/ FIN MIKRON PVC 3 21/32 z7r3i2 8400 PVC CASEMENT • • • • • IMPACT • • • • • 6 H-6008 SASH, CASE., TOP RAIL MIKRON PVC 7 H-6008 SASH, CASE., BOT. RAIL MIKRON PVC 11 10 ,,76. 8 H-6008 SASH, CASE., SIDE RAIL, HINGE MIKRON PVC �p PVC GLAZING BEAD 9 H-6008 SASH, CASE., SIDE RAIL, LOCK MIKRON PVC S-6064 CORNER WELD (ALL SIDES) • 10 H-1592 SCREEN RAIL, SIDE/BTM KEYMARK ALUM _ • • 1:8 11 H-1593 SCREEN RAIL, TOP/SIDE KEYMARK ALUM PVC FLANGE FRAME - • • • • • • •••• • • • r••g•►•0 o - o•.. t o ao 12 GLASS SEE SHEET 2 H-6030B • 13 P-3028 SET. BLK., 85 DUR., 1/8" X7/8" X2" LG. FRANK LOWE RUBBER ••_ 14 P-3029 SCREEN LIFT -OUT SUMMIT 2 11/32' -1 7/16' 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER 21/32' • • • • • • • • • u w w 0 • • • • w • 0 m g• 16 P-3195 SCREEN SPRING, NO HOLE TENSION 0 • • • • • m • 17 P-3197 SCREEN CORNER KEY M&M NYLON /�(f�' O O 1/16' 1/16'- • • • • • • • • • • • * • • • • e LI•• �� ''.3, w w a c O 0 R > F8CUPDAIE • • • • •• •• •--. DG90RIRTION. • • co z w cr 18 P-3217 WSW., WHITE LEAF SEAL, FRAME AMESBURY RUBBER 21/4' / •••••• 19 P-3228 SCREEN SPLINE, .155 DIA, BLK DAPA v 16• 0 COIL,.062X.656 Ll x'437 C•Oi P 4491 P� 50 20 P-3281 SPACER, DURASEAL, SEE SHEET 3 DURASEAL TRUSEAL J 21 P-3342 SEAM SEALER, SM-5504 SCHNEE SILICONE �— �J� • • • 22 P-3429 WSTP., .270 X.187 BACK, ULTRA FIN, BLACK, SASH ULTRAFAB PVC SASH • • • • 23 PURFECT GLAZE "H" , SIKAFLEX 552 HENKEL, SIKA H-6008 • • • 24 P-3539 #8 X3/4" QUAD PH TEK, ZINC, SCREW •o • • • • . • 25 P-3581 SCREEN CLOTH, 18 X 16 FIBERGLASS PHIFER 17/32' 26 P-3587 #8 X 1" PH FH TEK 2, SS, SCREW FASTENAL SS 17/32" • • • v m a o 27 P-3613 CWS LBL. (LOGO) t 1 u'�"' " "i� `�.�'p,,,,,,Eh' T��,. �4 z ?."4,,C `NS 'fl y Na 58201 '•� * * s eV" ' a ="3).•• STATE OF : �'- "On '" •' 5��: '',; /„1i1";re0 �. ON AL g� 4/18/2015 28 P-3685 CS-8400 GOLD CERT. LABEL, NFRC TAB 1 9/32• 1 1r16 1 9/32" 29 P-3752 CAP PLUG, 1/2" HOLE M&M NYLON . y -- 1r1s' 30 P-3881 TEMPORARY LBL. (NFRC/DP) 31 P-3940 SNUBBER, SS, PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE 32 P-4003 TIE BAR GUIDE, ROTO. HDE. ' J ROTO SS H-1592 H-1593 33 P-4004 #8-32 X 1/2" PH PH, MS, SS (ROTO HDWE. LOCK) FASTENAL SS 34 P-4005 SUPPORT PLATE, LOCK, SS, ROTO HDWE. (Use w/ P-4006) ROTO SS 35 P-4006 LOCK, MULTI -POINT, ROTO HDWE., WHITE ROTO SS 31/8" 3/4" 36 P-4007 ROTO. OPERATORS (FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS 37 P-4009 TRACK & SLIDER ASSM., ROTO OPER., ROTO HDWE., (13") ROTO SS 11/16 ® 38 P-4010 STUD BRKT., ROTO OPER., L.H., ROTO HDWE. ROTO SS 0 1 3/32' 39 P-4012 SHIM, ROTO OPERATOR, ROTO HDWE. (4.8mm) ROTO NYLON SASH REINF. 40 P-4014 HANDLE, STD, ROTO OPER, ROTO HDWE. (WHITE) ROTO ZINC S-1505 LUCAS A. TURNER. P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 41 P-4018 HINGES (LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS 42 P-4020 SUPPORT WASHER, ROTO OPER, ROTO HDWE. (SS) ROTO SS 4 1/2" 1ryr---, 43 P-4021 #8-32 x 3/4" Quad FH W/ 1/16" Lead, MS, SS, ROTO OP., ROTC FASTENAL SS `�_� j` 1/16 44 P-4024 GASKET, ROTO OPER., ROTO HDWE., 1/16" HOP rip' G 45 P-4031-P-4040 TIE -BARS, ROTO HDWE. 1-5 LOCKPOINTS, SS (BY OA HGT.) ROTO SS 1/2' 7/32' I SHEET DESCRIPTION: BOM AND EXTRUSIONS 46 P-4050 REINF. COIL -ALUMINUM, 5052-H32 (.050 X.437), HD PRECISION STEEL ALUM _ 1 1 3" 47 P-4043 STRIKE, MULTIPOINT M&M NYLON 1 y �0 lip 48 P-4146 #8 x 3/4" PH FLATTEK, SS FASTENAL SS SCREW SUPPORT 49 P-4491 REINF. COIL -ALUMINUM, 5052-H32 (.062 X.656), HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 DRAWN BY ADE DATE: 05/05/07 50 P-4641 #8 x 5/8" PH FLATTEK, #7 HEAD, SS FASTENAL SS H-6030A 51 S-1505 REINF. CASE. SASH KEYMARK ALUM DWG#. CWS-161 REV.. C 52 S-6064 GLZ. BD., 7/8" MIKRON PVC NOTE. ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. a SCALE 2 1 SHEET 4 OF 6 12 1/2" MAX. O.C. (TYP.) 1 6" MAX. (TYP.) -� 6" MAX. (TYP.) — 10" MAX. O.C. (TYP.) SEE NOTE 2 ANCHOR LAYOUT - (FLANGE( FOR UNITS UP TO 37" x 72" FOR UNITS UP TO 37" x 63" 12 1/2" MAX_. C. (TYP.) 6" MAX. (TYP.)\ 6" MAX. (TYP.) 14 3/4" MAX. O C. (TYP. ) INSTALLATION ANCHOR (TYP.) 8" O.C. (TYP.) 4' MAX. ♦ P_) 4" MAX. (TYP. — SEE NOTE 2 III II / ANCHOR LAYOUT - (FLANGE) — SEE NOTE 2 8" MAX. O.C. (TYP.) INSTALLATION ANCHOR (TYP.) • ■ • ■ —6 THRU ' AME ANCHOR RING : DE JAMB (TYP ) • 8" MAX. O.C. (TYP.) 4" MAX. (TYP.) 4" MAX. (TYP.)— MAX. 0 C. (TYP.) AL ' TION NCHOR '♦ P.) 7 SEE NO 2 • • •. • ••. " ••. • • • a• • • • / • ■ 6" THRU FRAME ANC- •R• • HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (F FOR UNITS UP TO 37" x 72" FOR UNITS UP TO 37" x 63" • • • • • NOTES: 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. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 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 BE PROTECTED TO PREVENT REACTION. 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 SPECIFIED IN TABLE 1, SHEET 6. 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. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) Cgortom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT •r•••• IMPACT •••• • • • •• •• • • • • • • • • :• ••• •• • •• • • •'• •• • •• • • • • • • • • • • 1* If •• 0 A • lob co otlo 0 w •4 0 o•,. ---•11/1 M$ 0 ••• w • o > oic•0° • •• • • • • Z yyy�1•O Li o U 4 Z REVISIONS ,p.ORE LY'''4i NO 58201 * STATE 4/18/2015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE & NOTES DRAWN BY. ADE DATE: 05/05/07 DwG# CWS-161 REV.. C SCALE 1:20 SHEET 5 OF 6 SUBSTRATE BY OTHERS cSEE TABLE 1 PERIMETER SEALANT ti- BY INSTALLER INSIDE AND OUT C Yr SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER INTERIOR MIN. EMBEDMENT SEE TABLE 1 /j MIN. EDGE DIST SEE TABLE 1 MIN. EDGE DIST. ')\ SEE TABLE 1 1 4 MIN. EMBEDMENT SEE TABLE 1 — 1/4" MAX. SHIM INTERIOR —1/4" MAX. SHIM C)6A VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 L HORIZONTAL SECTION SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE / MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON t 1-1/2" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0 060" 7/16 FLANGE 1/8"ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16„ FIN 2X MIN. SPRUCE-PWE-FIR (G=0.42) #8 WOOD SCREW 1-1/2" 7/16" i PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 1/4" MAX. SHI ( SUBSTRATE BY OTHERS SEE TABLE 1 MIN EMBEDMENT SEE TABLE 1 •r• •• + • PE1x1tl!l0��SSi IRI0,�S$gEALANT NYANA dIUT IN *L•LL• FAN ANCHOR SEt•gB• 14 • SEALANT BEHIND FIY DY•I11641LER HORIZONTAL SECTION • • ago WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC is•• •CASEMENT •I.••••IMPACT TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR AIII•If1LIATION • • • • • NOTE: ADDITIONAL THRU-FRAM ANCHORS (AS SHOWN IN DET. B/6) REQ'D T Tl- -IJ'JGE SIDE JAMB, SEE SHEET 5 ANCHOR I•AYOUT. D \ HORIZONTAL SECTION 6 / BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION • • • • FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. • •• • •• • • • • • •• •• •• •• •• • • • • • • • • • 1* • 1 m • •o o• . . •-•w 0 0. ❑ ❑ Y •4•rLIg•m • m •• • •• U Q O REVISIONS No 58201 P STATE OF !/+- 72- 4/18/2015 LUCAS A. TURNER. P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY ADE DATE' 05/05/07 DWG St CWS-161 REV: C SCALE. 1:2 SHEET 6 OF 6