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WS-20-424-�IS�LZo�N2y Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 10518 NE 3RD AVE, Miami Shores, FL 33138 Cnntaets Permit No.: WS-02-20-424 " Permit Type: Windows/Shutters ark4assifrcatfon: Window/Door Replacement Issue Date: Parcel Number 1122310130410 Permit status: Approved Expiration: 09/21/2020 TONY BENNETT Owner 10518 NE 3 AVE, MIAMI SHORES, FL 331380000 Other: 3057518865 NEWSOUTH WINDOW SOLUTIONS Contractor MARK HUDAK 1401 S STATE ROAD 7, NORTH LAUDERDALE, 33068 Business:9549358300 KIMHUDAK@newsouthwindow.com Mobile: 5614020758 Description: REPLACE 22 IMPACT WINDOWS ADN 3 IMPACT Valuation: $ 56,700.00 Requests: Inspection r-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $34.20 DBPR Fee $5.25 DCA Fee $3.50 Education Surcharge $11.40 Scanning Fee $12.00 Technology Fee $8.75 Windows/Shutters Fee $300.00 Total: $425.10 Building Department Copy Payments Date Paid Amt Paid Total Fees $425.10 Check # 526 02/26/2020 $50.00 Check # 0557 03/25/2020 $375.10 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Ap licant / Contractor / Agent Date March 25, 2020 Page 2 of 2 � ;�_\'2,Ao' BUILDING PERMIT APPLICATION 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 2BUILDING ❑ ELECTRIC ❑ ROOFING ENTE .Em FEB; O BYt - A tFBC 201-1 -�^ V Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores /� County: Miami Dade Zip: 3 313 O I Folio/Parcel#: I aaB I r 013 - 0�10 Is the Building Historically Designated: Yes NO Occupancy Type: � F Load: I Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):( 11 1 : Ro I i) i.Jl. )1 -C 1 Phone#::] 0 lU (�1 01 - 0-3 LQ Address City: m am i t n ores State: Zip: 3) (�3 3 1 22 jj�� Tenant/Lessee Name: Phone#: j 8LDr 401 - 03 Lp U Email: CONTRACTOR: Company Name::��, Nf. tktf 1 W t nc)VV Solut (mS Phone#: 5q_ 3E)_ 0 3 V 0 Address: 140 0 1 '� . -AA(' R A-1 City: IV,I U Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: Zip: -53 Lo 9 p (� Phone#: '5 4 4" 6 O'3 0 O Certificate of Competency #: _ Phone#: Address: City: State: (� Zip: Value of Work for this Permit: $ 5 L . 2 Q t ^ / — Square/Linear Footage of Work: Type of Work: ❑ Addition El Alteration ID New ❑ New E eepair/Replace Demolition1 Description of Work: Fie p l a c6 a D- i ► y1 j)a=C � win (91.V�1� Fdnc) Imo-] .. ... . . . . . .. . . . . . Specify color of color thru tile: " "' ' '00 Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Permit Fee $ CCF.$ ... ... CO/GG $ • Radon Fee $ D9PI4$ •' •' Njary . . . Training/Education Fee $ Double Fee $ . BordS . • TLTAL:FaOVIDUt $• ••• • • • ••• • • Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 app ved and a reinspection fee will be charged. Signature Signature OWNER or AGENT The foregoing instrument was acknowledged before me this U day off 20 ZV by ,�V1✓1 C who is personally known to t me or who has produced C� �� as identification and who did take an oath. CONTRACTOR The foregoing instrument was acknowledged before me this 16 , nday of pt'Il.�r✓' fn1�4� 20 )_ by , .Atho is personally known to me or who has produced "OV4 as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: ��1PRY PU C • :Notary Public State of Florida Seal: �• Commission M GG 289569 Ya My Commission Expires • • Jsnuery 08, 2023 APPROVED BY 9 Plans Examiner • • • : ; : 4911H RAPNES !D Netaey Pebli! - StatfFof Florida -' C ommission d Q 918314 My Comm. Expires Oct 1, 2023 Bonded through National Notary Assn. .. . • • Zoning ••.. .. •.... . Structural Review Clerk . . . . . . . . . . . .. .. . . . .. .. (Revised02/24/2014) • • • • • • • • • • • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the'removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The y purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: a13501D mai��R Qualifier/Owner Signature Date Print Name ENewSouth 2526 Okeechobee Blvd. - West Palm Beach, FL 33409-4006.561-712-9000 INDOW soLurroNs 1401 S. State Road 7 • N. Lauderdale, FL 33068 •954-935-8300 www.NewSouthWindow.com Lic# CRC-1330822, SCC-131151763, CRC 1331905 Made in Florida for Florida Homes Date /01- 7-C, --k,>ZZ> To [ �N�_/� �� —E-mail � a-f- jy n e 16 0 LIP =F '4y'e Home Phone —_ Cell Phone 7 City ,riR/j• r I State I—r,/ _ Zip _ Business (Mr./Mrs.) Replacement Windows • Entry & Patio Doors • Storm Doors v Impact Resistant Windows & Doors l WHOLESALE & RETAIL WINDOW CONTRACT W411 }e/36� N S th W'nd ow Solutions a Fees to measure manufacture or furnish and service the followin custom made windows for the amount STIPULATED BELOW: ew ou I All NewSouth Vantage Series Windows include Double Pane, Low-E glass with Argon gas, and 12 point fusion welded corners. All Vantage windows are sealed and vacuum tested for rior argon retention. Cola ORtiQm (whole window) white ❑Tan ❑ Bronze (exterior only) Interior Color ArMite ❑Tan Colors may vary slfghty from sample (Initial) LOW-E GLASS: W366 GLASS ❑ 340 GLASS ALL SASHES ARE ARGON FILLED - WITHOUT EXTRA CHARGE r. OBSCURE GLASS ES ❑ NO LOCATION- Z) Br471� �'roS TEMPERED GLASS ❑YES LL P40' LOCATION: WITHOUT GRIDS GRIDS& STYLE ❑ HVHZ-LARGE MISSILE IMPACT ❑ t antage 900o Impact ❑ other: QUANTRY Arch QUANTITY PATIO DOORS ❑ impact o non -impact ❑ Open Praire Grids SINGLE HUNG ARCH OR ❑ �`v/ ❑ LJ 9000 GLE HUNG (HALF SCREEN) Z. --_ ❑ 5/0 X 6/8 ❑ 9/0 X 6/8 Indicate size, draw arrows For direction of slide outside looking In (OSU) ❑ 5/0 X 8/0 ❑ 9/0 X 8/0 ❑ 6/0 X 6/8 ❑ 12/0 X 6/8 ❑ 6/0 X 8/0 ❑ 12/0 X 8/0 ❑ 8/0 X 6/8 ❑ 16/0 X 6/8 ❑ 8/0 X 8/0 ❑ 16/0 X 8/0 2 LITE SLIDER ❑ HALF -SCREEN STANDARD 9000 ER O OX or O ❑ outside looking in pact I PICTURE WINDOW VANTAGE ❑ Impact Ll (NO SCREEN) 3 P L PATIO DOORS mpact O non -impact �7 � ` D _ indicate size, draw arrows for directionofslide outside looking In 3 LITE SLIDER WITH PICTURE WI W(2SCREENS) mpact 114 ---1 /2-- 1 /4 configuration 4 PANEL PATIO DOORS ❑ impact O non -impact # AWNING &HOPPER CASEMENT(OSLI) ___LEFT HINGE _ R jI j�/ RIGHTHINGE I I �� # DD�OUSLE CASEMENT indicate 5iie, draw arrows for direction of slide outside looking In u B,Impact O non -Impact i ? ❑ HALF ❑ EYEBROW "s ' ElQUARTER-ROUND ❑ TRAP ❑ OTHER ROUND (DRAW IN SPACE) GRID STYLES ❑ STANDARD ❑ CONTOUR ❑ Colonial ❑ Prairie ❑ Open Prairie• •' • • • • Was this home built prior to1978? Vel0No If yes, the undersigned agress to the terms and conditions of the :.le45ot6A1i1Ad;,ifeV.rVrutices Addendum. If house tests postive kPlad,0 n0• 14per• windo I be added to the balance. • • •• ••• • of Buyer's Signature TOTAL NUMBER OF WINDOWS ON THIS ORDER: TOTAL DOORS: ; ; * SV5ject 1) gew5duth fieVerjgioeeri g andaproval.'� • . . • • . • • r-1 n.,,.. c to nilnuu Nawrnl lth to dicnlav a yard Sian until 30 days after completion. TWSYEARS4REE IIMHOMI SERVI& • • BUYER'S RIGHT TO CANCEL Total price* $ �6, 700 BUYER MAY CANCELTHIS CONTRACT BY DELIVERING WRITTEN NOTICE gyp. 90V j TO THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD Down payment. $ BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. BUYER MAY Deliw /Conamepcepwt. $ /r/ 90a USE THIS CONTRACT AS THAT NOTICE BY WRITING "I HEREBY CANCEL" BaljncECdQe fin AT THE BOTTOM AND ADDING BUYER'S NAME AND ADDRESS. THE wig A/docr igsMash NOTICE MUST BE DELIVERED TO THE SELLER ATTHE ADDRESS SHOWN Bank Financing Completion ABOVE. 0 0 • • 0 a All material is guaranteed to be as specified. All work is to be completed in a workn;an ike Ina nner•acooraing tb standaQis:ind practices. This contract is valid only with proper signatures. NewSouth shall not be held responsible for time and mattealal delays, svfls, acVA CTf;fl'or any other matters beyond Its control. NewSouth is not responsible for any pre-exl ing structural conditions. No other work to be done, all other work to be excluded. Owner agrees that the equity in this property is security f�ii nt Since this contract calls for made to order goods, it is not subject to cancellation except as stated above. Start installation approximatT/, weeks from above•djtett/Crb�Fpronglsesec n cause misunderstandings, therefore this co t constitutes the entire understanding of the parties, and no other underAndiFIX, (Alatie verlaal•or otherwise, shall be binding, unless signe by both parties. NewSouth to remove and haul away all job related de br a ee� isiot±At� Jotted.Il�ges Included above. Tha vo forvourorder. Buver's Signature uth Representative NewSouth Manufacturing Authorized Officer OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2231-013-0410 Property Address: 10518 NE 3 AVE Miami Shores, FL 33138-2008 Owner TONY BENNETT &W RONIBENNETT Mailing Address 10518 NE 3 AVE MIAMI SHORES, FL 33138-2008 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 EEA Actual Area 2,667 Sq.Ft Living Area 2,202 Sq.Ft Adjusted Area 2,296 Sq.Ft Lot Size 11,500 Sq.Ft Year Built 1955 Assessment Information Year 2019 2018 2017 Land Value $244,171 $232,544 $258,854 Building Value $182,440 $183,772 $185,104 XF Value $41,585 $42,065 $42,548 Market Value $468,196 $458,381 $486,506 Assessed Value $290,898 $285,474 $279,603 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $177,298 $172,907 $206,903 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead lExemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 31 5242 1ST ADD TO PASADENA PK PB 6-82 LOTS 3 & 4 BILK 13 LOT SIZE 100.000 X 115 OR 18609-3788 03 1999 4 Generated On : 1/22/2020 Taxable Value Information 2019 20181 2017 ------------ County Exemption Value $51), $50,000 $50,000 Taxable Value $240,898 $235,474 $229,603 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $265,898 $260,474 $254,603 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $240,868 $235,474 $229,603 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $240,898 $235,474 $2297603 Sales Information Previous OR Sale Price Book- Qualification Description Page 08/0'6(2604 $19400b :2669Sales which are qualified 3134 • 08/01/2003 . • • 3330,1?Clb •21�56- SMA which are qualified 3284 03J01J1 999 18P09- §ajes )Which are disqualified as a result of �T88 W&nInElion of the deed 01%0111980 $128}000 �: 65 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website mey net refle; the most eurrelt inforfhation on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidede.gw%i�o/dieclaimenas 0 • •• •• • • • •• •• Version: ••• • • • ••• • • Opening Size (wx H) 1. Horizotnal slider 73 x37 BUILDiI�iG RE2VV (Bonn 1) 2. Horizontal �al 3lite slider 110 x37 APPROVED , DATE 3. Casement 36 x 61 " 'i (Living room) 'd :�. �A 4. Fixed window 52 x 61 9 wr (Living room) • • • • , i 5. Casement 36 x 61 (Living room) 16 15 14 13 12 11 10 • • • • • • • • i • • 6. Horizontal slider 47 x 37 • • (Kitchen) 17 • 7. Single hung 36 x 37 •••••• (Bath) 18 0000 • • Li 8. Horizontal slider 73x37 �.••.� : �. ' !-1,,,, (Master) 425 •••••• ••• �•••• 9. Sliding glass door OXO 107 x 79 • • • 8 �• • (Master) 19 .• _ 10. Fixed window 35 x 66 ,••••• • , , (Family room) 21 20 • • x ' 11. Fixed window 36 66 • • : • (Family room) •��• �� • •• 12. Fixed window 35 x 66 ° • • (Family room) 13. Single hung 36 x 66 22 7 (Family room) J^yi 14. Fixed window 35 x 66 i1 C (Family room) 15. Fixed window 35 x 66 (Family room) 16. Fixed window 34 x 66 (Family room) 23 6' 00 17. Fixed window 34 x 66 d cr) (Family room) _ T_ 18. Fixed window 33 x66 Entry 3 4 5 > M (Family room) 0 Im Q J LL 19. Fixed window 25 x 67 _ ch (Family room) = LU uj 20. Fixed window 24 x 67 1 O Z 2 (Family room) pp p 21. Sliding glass door OXO 107 x 79 T" = (Bdrm 2) C) ._ 22. Horizontal slider 73 x 37 2 %+ E (Bdrm 2) = M 23. Single hung 36 x 37 0 (Bath) 24. Fixed window 33 x 14 (Family room) 25. Single door 33 x 80 COPVRaNTRTENfPAT.COM (Family room) SCALE: NOT TO SCALE DATE: Feb 25, 2020 PAGE DESCRIPTION: Site Plan CONTRACTOR NAM: N � � PACE 1 ®F' �� SITE 1�DDRE88 : I � 5 I g � � � �hr�e/ .... T PRWUCT LI v UV• 1-eit - BOA) mass` mast farn . Fam t—M— 55 55 55 70 70 T o 55 (-) PSF $mac op. (+) PSF (-) PSF 4C ; JAMNTIRT vrilYGS nT Duaa �.TY s " INiS FROMT2AT�»n•: $ s �. MIX iCfA? WIDTH % pg . HEIGHT SO FEET .' x 3l Q.� S x D3 xco1 I �;45 .L® 35xCcLc %XLcLo 3sx t-o (�,, 3bx �ou waysratt� • • zomz.* . . Y/!P• • • ... . N 4 Lf 4 CONTRACTOR : - � PAGE F� SITE ADDRESS : .... PERMIT .... ...... opts PRODWT ...... .. ...... FM SPSCMC Cpm. opama 8Iz • • • • t+) PSF (-) PSF (t) PSF 7 ... t-) PSF 14 WIDTH ii �P HEIGHT AREA � ' Z01M SO FWT YIN* • • .. . .00 , i�)()5HA �� LP 34.C,(, iS:�� 5 i�L54.1$ -� 33x53 �,t ��; I� .10 40.1 . 3x3 i 433 IDENTIFY ®PENINGS AL�ETIC.ALI,y >P�Ei+iINGS 1PROM 07/01/2019 - 4:1Ovm Talvssa VAproiects\_ Master Plan Sheet Store\Windows-Doors-Shufters4400 Wind Charts\Reference\2017 Wlndload Charts References\2017_d FBC WIND CHART.dwg f r 61n EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY = 175 MPH MRH :5 60' ASD DESIGN PRESSURES FOR COMPONENTS AND CLADDING 'ASD' IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS EXPOSURE 'C' BASED ON Kd = 0.85 NOT TO BE USED OR MATCHED WITH 'LRFD' OR'ULTIMATE' DESIGN LIMITING PRESSURES ENCLOSED STRUCTURE, FLAT TERRAIN MRH =MEAN ROOF HEIGHT INTERIOR ZON PRESSURES 1 EXTERIOR ZONES PRESSURES 1 (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES (PSF) -ZONE 4 Roof Tributary Area (Sq Ft - Height 10 20 30 40 5 -43.4 -41.6 -40.6 -39. 0 -15 ft I +40.1 +38.2 +37.2 +36. 3 -45.1 -43.3 -42.2 41.4 18 ft +41.6 +39.7 +38.6 +37.9 +37.3 -46.2 -44.2 -43.1 -42.3 -41.7 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 -48.4 -46.4 -45.2 -44.4 -43.7 25 ft +44.6 +42.6 +41.4 +40.6 +39.9 -50.3 -48.2 -47.0 -46.1 45.4 30 ft +46.3 +44.3 +43.0 +42.2 +41.5 -51.9 -49.8 -48.5 -47.6 -46.9 35 ft +47.9 +45.7 +44.5 +43.6 +42.9 -53.4 -51.2 -49.9 -49.0 -48.3 40 ft +49.2 +47.0 +45.7 +44.8 +44.1 -54.8 -52.5 -51.1 -50.2 -49.5 45 ft +50.5 +48.2 +46.9 +45.9 +45.2 -56.0 -53.7 -52.3 -51.3 -50.6 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 -57.1 -54.7 -53.4 -52.4 -51.6 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 -58.2 1 -55.8 1 -54.3 -53. --=52: 60 ft +53.6 1 +51.2 +49.8 +48. - j Mean DESIGN PRESSURES (PSF) - ZONE 5 0 f Tributary Area (Sq Ft) 3 lght 0 10 20 30 40 50 -53.6 -50.0 -47.9 -46.4 -45.2 5 1ft +40.1 +38.2 +37.2 +36.4 +35.9 -55.7 -52.0 -49.8 -48.2 -47.0 18 ft +41.6 +39.7 +38.6 +37.9 +37.3 -57.0 -53.1 -50.9 -49.3 -48.1 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 -59.7 -55.7 -53.3 -51.7 -50.4 25 ft +44.6 +42.6 +41.4 +40.6 +39.9 -62.1 -57.9 -55.4 -53.7 - . 30 ft . +46.3 +44.3 +43.0 +41.5- -64.1 -59.8 -57.3 - 35 ft +47.9 1 +45.7 +44.5 `42s 65.9 -61.5 -58.9 - 7. .6 40 ft 4 +49.2 +47.0 +45.7 - -67.6 -63.0 -60.4 -58.5 f57: 45 ft +50.5 +48.2 +46.9 +45.9 +45.2 -69.1 -64.4 -61.7 -59.8 -58.3 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 -70.5 -65.8 -63.0 -61.0 -59.5 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 -71.8 -67.0 -64.1 -62.1 -60.6 ft +53.6 +51.2 +49.8 +48.8 +48.0 4 1. IDENTIFY THE ZONE OF THE OPENING AS IN NE-4)_OR EXTERIOR (BUILDING CORNER, ZONE 5) PER THE FIGURE BELOW LEFT OR INFORMATION P - .I, ED a 14 1. ANY QUESTIONABLE OPENIN 0- TM_ RE CRITICAL (EXTERIOR) ZONE 5. IDENTIFY THE BUILDING MEAN (AVE LOWEST GROUND ELEMAW0111. IF THE MEAN F HEIGHT CANNOT BE IDENTIFIED, U E LPF HEI• • • • • HEIGHT. • • • • • • • 2.1. ALWAYS ROUND UP ROOF HE - AB (_. 2. VALID FOR ALL ROOF SLOPES t~S 04 NGIR EWPOR•REDUCTIONS. 3�. • CALCULATE THE TRIBUTARY AREA 0 tM IN TH? 9REA-PER OF (HEIGHT *WIDTH) OR THE+ SPAN LENGTH (HEIGHT) * AN EFFECTIVE - 3 EI G�iI a 1 • • • 3.1. USE THE AREA BETWEEN STRUCTU O,K1LY- THIS IRCLL tRIAREAS B;TWEVSTRUCTURSC • • • MULLS, COLUMNS, ETC. 00000* • 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST • • • • (10 SQUARE FEET) SHALL BE USED. **so • • • :Goo* 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUEOFOR LARISEPSTRIBYITARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 6906 • • • • • • • • 4READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUI RE�� HOCAL MU I IL[TY IN ACCORDANCE WITH CODE. so 900 *00000 S. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER-QFyS{%v VBY A FACTQP dF 1,18. VERI�Y•IZd• • REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. • GENERAL NOTES: • • • • • • • • j\\\,� S ARE TO BE USED IN CONFORMANCE WITH (ASD) "ALLOWABLE ORES? DCSIGN ME WDOIJOGY" PER PS"j-Z1 SE 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2 IGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE3NIND VELOCITY &JXPO"E SPECIFIJD. T CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE WTIMGS. 00000 4. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FI "CATLGORY TO MpwoidOR BE LEST THAN RATED LIMITING WIND VELOCITY ABOVE. • • GRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY RRFER.• RNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. J S. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS OFFERED HEREIN. 10. THIS SPECIFICATION DOES NOT OFFER ANY PRO CT-APP OVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER AP ROVALS RATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VE TH'L4lS,WINCE WITH GOVERNING CODES. 11. ADHERE A ALL LOCAL IMPACT PROm- 12. NO CERTIFICATION IS OFFERED FOR RUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED HATIONS OR AFFIRMATIONS ARE INTENDED. NTERIOR ZONE 4 EXTERIOR R� ON EAN ROOF HEIGHT MRH EXPLAINED � '-I -n' Pp rn On;o In -n A �Aa= `" N,2§1 zob'� 'ROOF -42 10% OF LEAST HORIZONTAL DIMENSIC LEAST HORIZONTAL HEIGHT (MRH), WHICHEVER IS SMALLER, BUS' PEAK ROOF DIMENSION p - C, _p OjO O A <_ n -aj ir-m _ Z m THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE HEIGHT 5 5 CORNER ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER m m n m C a 3 O Ln v m 1 O In 0 c) z O m O„� Z Z GI Z O A O n z H z 11 30 Z -1 m m m FOR A MORE SPECIFIC INTERPRETATION IF REQUIRE MEAN 2 Q ROOF 5 ® 3 Z Z m Z z m �_ -I 4 s z o 12, 3 3 m Z -4 Glrn>c xrn O �. UA a Om MEAN EAVE HEIGHT a ROOFMRH) D'"� �rz �O 7 V1'�' p Z a c�o>zz. m-mc)z m O p rn= m pa day ROOF HEIGHT yNIND\ f� HEIGHT FLOW Oin R> m_ y �°mZ ZmZ¢'w��i s m m Ln< O 1 (MRH) O 5 5 =�'-� , < m �>>>°Zm Dcn. A� clnOp�m� �p m mT a PLAN VIEW �inG) vrncnpc0 ay 5 \ 1 �O COMPLEX vz� vr) m �zA° -m :m m m a an oa o a � \ ISOMETRIC CORNERS 5 5 xoo� z m 5 `" ��, T 'a Z D Ia m rm ELEVATION a tea m CL '�utm W o o REMARKS DRWN CHID DATE 6TH EDITION FLORIDA BUILDING CODE ENGINEERING AA ��mp o mD INIT ISSUE GSS TSB 03/05/12 D O m I 201 i ��? i oWoo 4 oz 1 02z r V_ a" REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 3 REV 2014 FBC DGM TSB 06/10/15 1 / °D v m ` v° 2 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: g ma y 4m UPDATES, 2017 FBC FLB FLB 12/17 DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVE, SUITE 106 J m�;, �D OR HELP FB FB 712/19 V I Lt MASTER PLAN SHEET DEERFIELD BEACH FL 33442 / a ^ m ^O �iTV� # t O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, p xm AND SHALL NOT BE REPRODUCED INWHOLE 0RPART WITHOUT (954) 354-0660 866-396-9999 - 0 m� 1-A N WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT 7 i ASCE 1 O TEAM@ENGINEERINGEXPRESS.COM m m 0 !n �m ^ LA PERMITTED AND INVALIDATE OUR CERTIFICATION. / E N GI N E E RI N G EX P RE S S. CO M , T < YJ , Florida Building Code Online Page 1 of 2 FL=31C, BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search doorH 1C! USER:uct c User al �} 1 ` � D— USER: Public User1--71 Product Approval Menu > Product or ApOcation Search > Application List > Application Detail I (� �t• � � FL # FL17472-R4 Application Type Revision e----� Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Eastern Architectural Systems 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext4305 jFlesher@easternmetal.com James Flesher jFlesher@easternmetal.com Timothy J. Hoard 10030 Bavaria Road Fort Myers, FL 33913 (800)432-2204 Ext4314 thoard@easternmetaI.com Windows Mullions Certification Mark or Listing Keystone Certifications, Inc. Keystone Certifications, Inc. i� 3I.}I5 Standard Year AAMA 450 2010 TAS201 1994 TAS202 1994 TAS203 1994 • •• • • • • ••• • •• ••• •• Y • • •• • ••• • ••• ••• • • • • • • • • • •• • • • • • • • • • Method 1 Option A • • • • •• • • • Date Submitted 10/01/2019 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https:Hfloridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6AvC%... 2/25/2020 Florida Building Code Online Page 2 of 2 Date Validated 10/02/2019 Date Pending FBC Approval Date Approved 10/09/2019 Summary of P-11—tc FL # Model, Number or Name Description 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17472 R4 C CAC-_662-104 COR2p_df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/22/2021 Design Pressure: N/A Installation Instructions Other: See drawing set for mullion size, angle and design FL17472 R4 II PA-0004 HVHZ Mulls SS 2019-09-13.p-if Verified By: Hermes F. Norero, P.E. 73778 pressure rating Created by Independent Third Party: Yes Evaluation Reports FL17472 R4 AE PER6414 SS 2019-09-11.odf Created by Independent Third Party: Yes 17472.2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal, T Mullion and X Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17472 R4 C CAC EAS 622 101.C.:AR.PDF Approved for use outside HVHZ: Yes FL17472 R4 C CAC EAS 622-102CAR.PDF Impact Resistant: Yes FL17472 R4 C CAC EAS 622-10:3CAR.PDF Design Pressure: N/A FL17472 R4 C CAC EAS 622-105CAR.PDF Other: See drawing set for mullion size, configuration and f _L17472... R4.... C... (AC_EAS_622= 1.06.0 Af2.:.pUF: design pressure rating Quality Assurance Contract Expiration Date 07/18/2021 Installation Instructions FLI7472..........<IIP/,M_3 01a0_14.n ,,__,df Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL17472 R4 AE PER5505 SS 2018-02-14.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyriaht 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: MW]® E Credit Card Safe ....... . .. .. . ......... . • . • .. .. ... . .... . ... . ... ... . ... . ... .. .. . • . . • . a . • . • . ..... . ... . ..... 0 . .... .... . . .... . https:Hfloridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6AvC%... 2/25/2020 EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED, 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. S. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE HER. 7. MULLION & CLIP MATERIAL: ALUMINUM 6005-TS & 6063-T6 (AS NOTED) S. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL. 9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION CONFIGURATIONS, AND DESIGN LOAD CAPACITIES. 10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE. 1 • • •TABLE OF CONTENT?' SHEET REVISION • S19EET DRSCRIPTION • _ • • ,GENERAL NOTV,4NSTj VCTIONS, AND ELEVATIONS DETAILS • •3• • - • jNCIj0j CLIP DETAILS 4 - • • • MULUORSECTIONS • •50 • - TYPICAL MULLION & CLIP ASSEMBLIES 6 - 1" X 3-1/8" (UGHS MULLION DESIGN LOAD TABLES • 7 - • • 1•X 3-1/8" (HEAVY) MULLION DESIGN LOAD TABLES • 8 - 1" X 4WLAPLION RESIGN LOAD TABLES 9 - • • 2" X 4" MULLION DESIGN LOAD TABLES 10 - 2" X 6" MULLION DESIGN LOAD TABLES 11 - MULLION ASSEMBLY AND LOAD EXAMPLES 11 41'�__ t ez� 4 ANCHOR CLIP, TYP MULLION TYP. 11 41'�__ t ez� 4 ANCHOR CLIP, TYP MULLION TYP. Wl'—j 4 W2 i \ VERTICAL SPAN E 4 16, ANCHOR CLIP, A TYP 4 TYPICAL MULLION ASSEMBLY INSTRUCTIONS: MULL 'L' 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: • ASSEMBLIES CONSISTING OF STACKED OR SIDE -BY -SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. • SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. 5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6-10. MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. v . �TfiTcc z 41 Digitally signed by Hermes F. Norero, P. E. "� N�AFOh141MF1Fe' `5�' r 2/Reason: I am approving this document dae� , �C jil�� OIDate: 2018.02.11,15:50:49-05'00' DAl1U ]]ODD DATE F11PE Ii11T. s AunwmzATlw W0. xasTe r'WS'—r'W2'1 MULL SPAN'L' VERTICAL SPAN MULL SPAN'L' �� e \ 2' HORIZONTAL "T" MULL SPAN MULL 'I SPAN'L' r E __T / W" HORIZONTAL SPAN REVISIONS RAL SY A DMSION OF Eatstern E45TEASTERNITECTURALSYSTEMS EASTERN METAL SYPPLY 16341 DOM—C AVE. .,1 �.+:•u'r"w .�u....��..o uoow. FT MYERS, FL 33912 HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 6TH ED. FBC UPDATES DESCRIPTION 9UILE CER DROPS, IOC FBP1R.' OF AUTHORIZATION NO. 2 78 �{ h-- 1.000" 0.125" J 3.1125" 1 0.375" 1" X 3-1/8" (LIGHT) MULLION SEE SHEET 6 FOR QUALIFIED CLIPS �{ 1.000" 0.125" 3.125" 0.625" (HEAVY) MULLION SEE SHEET 7 FOR QUALIFIED CLIPS NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. *JES F. 0, Ok * N 7-• •4 �ST/XT �p�<" [Y 3a EAST DA•RIRF7•• &W. SIE 33• REVISIONS DATE I DESORIPTON WE E4R ERN ANITECTU SYF—TEM9 A DNASION OF —ERN NETALF-SY 16301 DONI—C AVE. HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 1. A FSPE ERDROPS. IOF V F HORI RTIFICATE 29 1 AUTNORILITION N0.296]8 L� 4�- 0 0 2.625" 3.375" 0 0 2.25" 0,125" 2' 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 10.46" 2.50" 2.25" p 1p 2.25" K /\y 2.25" p 2.25" 0 p 2.25" 0.188" 1,25" • • • • ....., 10'1,5m" X 2j/4" D-CLIP •• • ALUMINUM.66a.TG • •••••• • •• •• •• •••:•• •••• 8.25" •••••• 25" 2.25" • o • o •0•••• 0 • •••• • •• • •••••• ••2.625" •• ••� • •• ..... .... . . o • d o 0 0.125" 0.875" 1 T- 8 1/4" X 3 3/8" H-CLIP -T ALUMINUM 6063-T6 �51,� 2.25" p 2.25" 0 2.25° o 0.125" 2" T 2" X 5" X 2 1/4" L-CLIP ALUMINUM 6063-T6 0.722"---] [— o 0 2.25" o 2.125" 2 1/4" U-CLIP ALUMINUM 6005-T5 5� 2.25" 1.75" 0 2.25" o 0.125" 2" T 2" X 5" X 13/4" L-CLIP ALUMINUM 6063-T6 0.722"--1 �- o 0 1.75" o 2.125" 1 3/4" U-CLIP ALUMINUM 6005-T5 -o TAA a = T" �'•• .... • aBa EASE NI�6�EE77�7 ` J7B DAMA FBPE OFAT. Oi MITNOIBLIION MO. 'I➢STB REVISIONS BY DATE DESCRIPTRNI 4. 0.125" 2' 2" X 4" X 5 3/8" L-CLIP ALUMINUM 6063-T6 10.46" 2.335A 2.25'\ o I\ o o �2,25" 2.25" 0 2.25" 0 0.188" 1.25" 10 15/32" X 1 3/4" H-CLIP ALUMINUM 6063-T6 EASTERN ARCHRECMRAL SYSTEMS Eastern EASTERN.SION .. S PLY 16341 DOMESTIC- sA.�-:•.".•w.w•:.�w:�:wv FT MYE0.9, 133911 YC01-2190 TITLE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS CLIP DETAILS DATE: DRAWN BY: PREPARED BY: 02 US 13 T1H BUI DING DROPS, ING OMWING NO: SCALE: FBPE CERTIFICATE OF PA-0003 N.T.S. �} AUMORIMTION ND. 29578 SHEEP. REV: INSTALLATION ANCHOR (SEE NOTES SHEETS - INSTALLATION ANCHOR INSTALLATION ANCHOR 6-10) 2 1/2" MIN. (SEE NOTES SHEETS 11/ED MIN. (SEE NOTES SHEETS HORIZONTAL EDGE DIST. 6-10) EMBEDMENT 6-10) MULLION, TYP. CONCRETE OR °' a MASONRY BY OTHERS o . a. o CAULK BETWEEN < d v ° a, 1 1/4" MIN. 3/4" MIN. MULLION CLIP EXTERIOR CONCRETE/ MASONRY & 1X ° .� EMBEDMENT EDGE DIST. .o, TYP. WOOD BUCK BY OTHERS U' CLIP a TYP. 1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR BY OTHERS MASONRY BY OTHERS CAULK BETWEEN a I I MULLION CLIP CONCRETE/ MASONRY & 2X VERTICAL TYP. WOOD BUCK BY OTHERS - 'a MULLION, TYP. I I 2XWOOD BUCK �. FYTFRI(TR I �.� BY OTHERS o TERIOR _ — MULLION II � TYP. VERTICAL SECTION 4 HEAD - CONCRETE/MASONRY SIDE VIEW -VERTICAL •••• Y I • • EXTEI�IQR_ • i INTERIOR • • • • • • • • • • I • • I MULLION ... • • . • . • ..• I • . I TYP. • I • - • •••••• • •• I •• •• ••••• •••• I •••••• • • I I MULLION CLIP ••••• •• • •••• I TYP. • •• •••••• • •••••• •• •aG '••••••a 11/4"MIN. •• •' .G EMBEDMENT PACAST SILL ° : • • • • INSTALLATION ANCHOR (SEE NOTES SHEETS 6-10) 2 1/2" MIN. EDGE DISTANCE q�VERTICAL SECTION 4 SILL - CONCRETE/MASONRY SIDE VIEW -VERTICAL INTERIOR TYPLLION HORIZONTAL SECTION 4 T-MULLION INTERSECT DETAIL HORIZONTAL SECTION SIDE VIEW 4 JAMB - 2X WOOD BUCK SIDE VIEW -HORIZONTAL INSTALLATION ANCHOR (SEE NOTES SHEETS I I 6-10) NOTE DETAILS SHOWN ARE TYPICAL FOR ALL MULLION & CLIP ASSEMBLIES. SEE SHEETS 6-10 FOR ALLOWABLE MULLION CONFIGURATIONS, SIZES, AND DESIGN PRESSURES. `I%" S F. 7�_ f4 . *� * v . ,gTf(T r cY REVISIONS fBPE CEIEi. OP AUTIOIBZATDII NQ 2B57B BY DATE DESCRIPTION HORIZONTAL MULLION, TYP. EXTERIOR INTERIOR MULLION CLIP ® ® TYP. VERTICAL A MULLION, TYP. HORIZONTAL SECTION 4 X-MULLION INTERSECT DETAIL SIDE VIEW EASTERN MCHRECTURK SYSTEMS EnsterJn EASTERN METAL SYPPLY 16361 DOMESTIC AVE. FT MYEB$fL 33912 TITLE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS INSTALLATION DETAILS DATE. DRAWN BY: PREPARED BY. 02 OS 13 TJH BUILDING 00.015, INC. DMWINGNO: SCALE: lILD"R0 CATEOF PA-0003 N.T.S. �d AUTHORRATIONNO.29578 [I SHEET. REV: "E 4OF11 VERTICAL MULLION U-CLIP TO MULLION CONNECTION H-CLIP HORIZONTAL MULLION SUBSTRATE BY OTHERS SUBSTRATE VARIES, SEE NOTES SHEETS 6 -10 • • • • H-CLIP ANCHORS • • ALL INSTALLATION HOLES • • • • • • • • • MUST HAVE AN ANCHOR • • • • • • • INSTALLED IN THEM •••••• • •• • • • ••••• •••• •••••• ••••• •• • •••• • '. '.: '....' MULLIION AND CLIP ASSEMBLY ...... • • • • • • • • • TYPICAL ASSEMBLY SHOWN WITH 1" x 3 1/8" MULLION • AND H-CLIP. OTHER MULLIONS AND CLIPS ARE APPROVED. •••••• • •• • • • • •••••• SEE INDIVIDUAL MULLION SHEETS • • •• • •• • • • • • • • • • • • •••• • • • • \`` /// S F • REVISIONS EASTERN MCXITKTUMLSYSTEMS East®rn EASTEflN MEroP1 SYPPLY \ •' ••, iCl i DOME STIC Q FT 12 A.IN.0 uow waa u'roww FT MYER9, FL 33912 4-ol-21. * N 7. z * mE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS S�TfST VERTICAL AND HORIZONTAL CONFIGURATIONS MULLIION AND CLIP ASSEMBLY DETAILS /44/ jO�•%'!� P•� �2 �'//�v(•••�•••••••••\v\\\\\ DATE: DRAWN BY: PREPARCD BY: I3 TJH / DRAWINDGNSSEOS BUILDING DROPS, ING FBPE CERTIFICATE OF \\ 5 PA-0003 N.T.S. _:.!-_ AUTHORIZATION NO. 29918 JYB E/4f OMMAENN KFEA. S�E� JJ! SHEET: REV: FlPE 0➢IE.. - AUTIdM�� Y a BY DATE DESCRIPTION REV 5OF 11 DESIGN PRESSURE LIMITS FOR MULLION: 1" x 3-1/8" (LIGHT) -ONE-WAY MULLIONS SPAN T' TRIBUTARY WIDTH'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3 127.6 72 161.6 123.7 101.5 87.3 77.7 71.1 67.2 66.7 63.8 84 101.0 76.9 62.7 53.5 47.1 42.6 39.7 39.3 36.9 % 67.4 51.1 41.5 35.2 30.8 27.6 25.6 25.2 23.5 108 47.2 35.7 28.9 24.4 21.3 19.0 17.5 17.2 15.9 DESIGN PRESSURE LIMITS FOR MULLION: 1"x3-1/8" LIGHT) - TWO-WAY MULLIONS SPANV TRIBUTARYWIDTH'W' IN. (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 20DO 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5 60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3 84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8 96 66.5 49.9 1 39.9 33.2 28.5 24.9 22.5 22.2 19.9 108 46.7 35.0 28.0 23.3 120.0 17.5 15.8 15.6 14.0 •.••• QUALIFJgD ANCHOR CLIPS •••••• • • o • • • ALUMINUM 6&5-T5 • U-CLIP FOR USE ONW I� MULLION-TO-M J�OI4• •� r,WECTIONS •••• 1.000" 0.125" 3.125" 0.375' 1" X 3-1/8" (LIGHT) MULLION ALUMINUM 6005-TS •••• • 0 0 •• • •••• 0 00 0 0 0 •••• • • • • • • 2" X 5" X 2 1/4" L-CLIP •••••• ALUMINUM6063-T6 • '*MUST BE USED IN PAIRS • 0 0 0 NOTE: SEE SHEET 3 FOR SPECIFIC CLIP o 0 0 TYPES AND DIMENSIONS. 10 15/32" X 2 1/4" H-CLIP ALUMINUM 6063-T6 MU TRIBUTARY WIDTH = W1+W2 2 i ONE-WAY MULLION DIAGRAMS TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: • WOOD: N14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADES) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. REVISIONS ir 46 398 EAST D�MIIW �L'Td SIE J�! .� 0Al'� • R 3�4 BV DATE DESCRIPTION EASTERNARCHITECTO SYSTEMS a+e' OF Eastern EAS ERN MSION ETAL SYPPLY A 1B 2DOMESTIC AVE. a .»«: 'wti �• .-i �'�• o��N' FT MYERS. R Mll •• •••• •�»••• A]]JOt-T190 HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 1" x 3 1/8" LIGHT MULLION DATE: I I PREPARED EY: BUILDING DROPS, INC. FSPE CERTIFICATE OF '. AOTHORR TION NO. 29578 DESIGN PRESSURE LIMITS FOR MULLION: 1" x 3-1/8" (HEAVY) - ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W' (IN.) IN.) IS 24 30 36 42 48 53.1251 54 60 24 200.0 1 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 20D.0 20D.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4 72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 83.3 79.7 84 126.2 96.1 78.4 66.8 58.9 53.2 49.6 49.1 46.1 96 84.2 63.9 SL8 44.0 38.5 34.S 31.9 31.5 29.3 108 58.9 44.6 36.1 30.5 26.6 23.7 21.8 21.5 19.9 DESIGN PRESSURE LIMITS FOR MULLION: 1" x 3-1/8" (HEAVY) - TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 2W.0 2W.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 191.4 167.5 1513 148.9 134.0 48 200.0 20D.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5 60 200.0 200.0 160.8 134.0 114.9 100.S 90.8 89.3 80.4 72 196.8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 59.1 84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 96 83.0 62.3 49.8 41.5 35.6 31.1 28.1 27.7 24.9 11 108 58.3 43.7 35.0 29.2 25.0 21.9 19.8 19.4 17.5 • QSUALIFJED ANCHOR CLIPS • • R • • ... • 113/4" Ill! O�iJXy e •"• ALUMINUMba-15 ••••• •• • �U-CUPFOR U9E ONLY IM �• WWI:ION-TO-M L�LIOA• • CONPIECTIONS • • •• • • 0000 �I I� 1.000" 0.125" 3.125" 0.625' 1" X 3-1/8" (HEAVY) MULLION ALUMINUM 6005-T5 •• 0 0 ••••o O �� Fo O • • • • . • . 2" X 5" X 1 3/4" L-CLIP • ALUMINUM 6063-T6 • •. •. • "MUST BE USED IN PAIRS . • • =0.NOTE: TYSEE SHEET 3 FOR SPECIFIC CLIPPES AND DIMENSIONS. 0 10 15/32" X 1 3/4" H-CLIP ALUMINUM 6063-T6 TRIBUTARY WIDTH = - ' �W2 2 TARI F NnTFS- i-`-1 MULLION MULLION ONE-WAY MULLION DIAGRAMS ALI TWO-WAY MULLION DIAGRAMS SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. S F. O E��REVISIONS o 40 3" EEAST DSM 338 DANA SEACK FL ]]ao• BY DATE DESCRIPTION RYE fx11T. a AUTHO TIM M 2W'R EASTERN ARCHITECTURAL SYSTEMS WEastern _TERN E3T�AL3YYP Y - - 16341 DOME -AYE. I MYER1. FL 3 12 1477401-2- TITLE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 1" x 3 1 8" HEAVY MULLION DATE: DRAWNBY'. YREPAREDBY: 02 OS 13 T1H OMwING NO: SLAIE: BUILDING D..-II FBPE CERTIFK TE OF eYCL PA-0003 _ N.T.S. AUTHoalzanox xo. zssTa DESIGN PRESSURE LIMITS FOR MULLION: 1" x 4" -ON E-WAY MULLIONS SPAN T' TRIBUTARY WIDTH 'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200A 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 2000. 200.0 181.5 161.6 147.9 139.7 138.6 132.6 84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7 96 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8 108 98.1 74.2 60.1 50.6 44.3 39.5 36.3 35.9 33.1 DESIGN PRESSURE LIMITS FOR MULLION: 1" x 4" - TWO-WAY MULLIONS SPAN V TRIBUTARY WI DTH'W'(I N.) N.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 2W.0 200.0 200.0 200.0 200.0 198.5 48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8 60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3 84 200.0 154.7 123.8 103.2 88A 77.4 69.9 68.8 61.9 96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.1 108 97,3 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1 QUAOFJED ANCHOR CLIPS ••••• •••• •••••• • so • • • • 0 0 0 0 • • •••• • • •••• • • •••20GX4" 7J•3S J8" L-CbIP 8 1/4" X 3 3/8" H-CLIP ALU04W6063-T6 **MUST BE USED IN PAIRS ALUMINUM 6063-T6 NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. ALUMINUM 6005-T5 TRIBUTARY WIDTH = W1+ W2 2 MULLION MULLION ONE-WAY MULLION DIAGRAMS MULLION MULLION TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-TS. F. O-•%REVISIONS /TT 1 0,0 .9� P,: �uw q�P. JY• EAST DMN�OI VIL 4TE 330 DM BEA�C R 310D* E_ BF DATE OEBCRIPDON F1PE AIITIIOI•LTiON - t•AT• EABTERNARCHITECTURALSYSTEMS OF Eastern EASTERN MEITAL SYPPLY 16341 DOMESTIC AVE. •.•.�wr w...awaa ....w nuwn� FT MYERS, FL 33912 I HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 8OF11 BUILDING DROPS, INC. FBPE CERTIFICATE OF AU 08 10N NO. 29S78 DESIGN PRESSURE LIMITS FOR MULLION: 2" x 4" - ONE-WAY MULLIONS SPAN'U TRIBUTARY WIDTH 'W' (IN.) IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 20D.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 196.8 180.1 84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8 96 200.0 159.0 129.1 109.5 95.9 85.9 79.5 1& 1 73.0 108 146.7 111.1 89.9 76.0 66.2 59.1 54.4 53.7 49.5 DESIGN PRESSURE UMITS FOR MUWON' 2" x 4"-TWO-WAY MULUDNS SPANV TRIBUTARY WIDTH'W (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 20D0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 305.1 84 200.0 200.0 180.1 150.1 128.7 1126 101.7 100.1 90.1 96 200.0 155.1 124.1 103.4 88.6 77.6 70.1 68.9 62.0 108 145.2 108.9 87.1 1 72.6 i 62.2 1 54.5 49.2 48.4 43.6 ...... QUALIFIED ANCI{OR CLIPS • •.• •• d••• 0 0 d. • 0 ••••• •• • ••• • .• 2" X•4" X 3;318v j.-CLIP • 606316 ••ALUMINU • • vMUST BE USED IN PAIRS NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. MULLION MULLION ONE-WAY MULLION DIAGRAMS MULLIO TRIBUTARY WIDTH = Wl+W2 2 MU TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. •METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. S F. O''' REVISIONS i - * u ]ee FASEb�1 -s1E s]e DANA iB004 FBPE OERT. OF AUIFIOIVIARON M0. A61! BY DATE DESCRIPTION EaStara EA FNARCHITECTNM E9 EMS A DIVISION DF EASTERN METAL SYPPLV 16341 DOMESTICAVE. - - MYERS, FL 339. ITIE: s HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS Are. r RAwN ev: 02 05 13 T1H BUILDING DROPS, INC DRAWING NO: SCALE: R FBPE CERTIFICATE OF u 'PA-0003 ^^ N.T.S. S.Iy A_ORlM=N NO.2598 DESIGN PRESSURE LIMITS FOR MULLION: 2" x 6" - ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 2W.0 200.0 2W.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 20D.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 2.00.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 84 2W.0 200.0 200.0 191.0 171.5 157.6 148.7 147.5 140.1 96 200.0 200.0 186.8 161.6 144.1 131.3 123.0 121.8 114.6 108 200.0 197.0 M2.7 140.1 124.2 112.6 104.9 103.8 97.0 DESIGN PRESSURE U WTS FOR MULLION: 2" x 6" - TWO-WAY MULLIONS SPAN'L' TRIBUTARYWIDTH' (IN. (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 2000 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 96 200.0 197.0 157.E 131.3 112.E 98.5 89.0 17.6 78.8 108 200.0 175.1 140.1 116.7 100.1 87.6 79.1 77.8 70.0 0,l AUEIED ANCHOR CLIPS • • • • • • • •••••• • • o o • 00 0 • • of ••• • •••••• • •• •• ••••• •••• • ••• • • ••••• •• • •• • • • • • • • • •• •• •••••• ••••••• 000 00 •• •00 0 • : • •• • •• W. X.4" X 5.318":L-CLIP • • • • • • • • • ALUMINUM 6063-T6 "MUST BE USED IN PAIRS NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. 0.250" I 2.000" ALUMINUM 6005-T5 TABLE NOTES: MULLION MULLION ONE-WAY MULLION DIAGRAMS MULLION TRIBUTARY WIDTH = W1+W2 2 MULLION TWO-WAY MULLION DIAGRAMS SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. \11�S F. O"/'." REVISIONS BB'EASf P. 7 % J/ff7�M �Yx; 53E Ae OANA BEA FL ]]Ip• BY DATE DESCRIPTION FBPE ORT. a AUTNORQATI.3 NQ mm EASTERN ARCHRECTURAL SYSTEMS Easi®rn EASTERN META SYPPLY Ariwo ....... OF 16391 DOMESTICAVE. n--w FT MYERS, FL33912 TITLE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 2" x 6" MULLION DATE: DRAWN BV: PREPARED BY'. 02 OS 13 TJH BU 01NG DROPS, ING -WING NO: SCKE: FBPE CERTIFICATE OF eYCc PA-0003 ^^ N.T.S. '. AUTNORI IMN ND. 29S7R EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES SMULL MULL MULL MULL 'WS' 'W2' —�{ � SPAN'L' SPAN'L' T F71, I F -7 Wl' I}----------- - 'Wl' 4 W7 L MULL SPAN 'L' W2' W2 ILL=zz�tz�ii HORIZONTAL MULLION HORIZONTAL MULLION TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY VERTICAL MULLION HORIZONTAL MULLION 'Wl' 'W2' MULL _ MULL SPAN 'L' Ij� SPAN'L' 011 011 W� � •• • V✓ •••••• • • • •80 00 ILL • ILA • • •••••• • W21 W2, ••••• •• • • • • • • • • •: L I L 1LL==:U11 I LL===�j •VERTICAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION • • • • • • • • • • *W4CA16 DOOR W/ SIDELITE • • • • ��, /// REVISIONS EASTERN ARCHITECTURE SYSTEMS •••••• •••• • • \% S F. // ADNISION OF ..n //I Eastern EISTERN METAL SVPPLY /� 1B3C100MESTICAVE. 1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT ; 'y� .gyp •��M ��M �� RMYERS,F 3911 SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 10, -~=� "T"01190 2. IF THE LOADING TYPE CANNOT BE DETERMINED, USE TWO-WAY ASSEMBLY _ * 7 * r e. HVHZ CLIPPED ALUMINUM TUBE MULLIONS CONFIGURATION VALUES. p VERTICAL AND HORIZONTAL CONFIGURATIONS 3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. '.,T w MULLION ASSEMBLY AND LOAD EXAMPLES •�� DATE: D-BY: PREPA�EDBY: I// l's ''•.....••••' `G\ ``\ 02 05 13 TIH BUILDING DROPS, INC / \ \ OP'"NG NO: SCALE: igTF PA-0003 N.T.S. LOT, AuniPonlunoN N0. 2D95)8 JYBT�' Ub^^•-330 SHEET: REV: RBPE � OF ��IM � M� BY DATE DEscalPnaN REv 11 OF 11 II j�j� offivolo I N BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Of Eastern Architectural Systems HVHZ Clipped Aluminum Tube Mullions for Florida Product Approval RTMITRUTSIMIR 6th Edition (2017) Florida Building Code Method: Category: Sub — Category: 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com 1— A (Certification) Windows Mullions Product: HVHZ Clipped Aluminum Tube Mullions Material: Aluminum 6005-T5 & 6063-T6 Prepared for: Eastern Architectural Systems 16341 Domestic Ave. Ft Myers, FL 3391 000 ... Prepared by:'. Hermes F. Norero; P.E'•' " ' Florida Professional Engineer # 73778 Date:02/06/19% ••: .•. '� Contents: • • • • Evaluation Report Pages 1— 4 Digitally signed by Hermes F. Nolld, PGE. 0 0 0 Reason: I am approving this docurwent • • Date: 2018.02.14 15:47:48-05'00': • • • • • ``01111111/I��i F• �i • • • • 7 .. N:% • NAI. •�• Mermes�!Ir'"o'P.E. • • Florida No. 73778 //aA\\ BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Manufacturer: Eastern Architectural Systems Product Category: Windows Product Sub -Category: Mullions Compliance Method: State Product Approval Method la Product Name: HVHZ Clipped Aluminum Tube Mullions FL#:FL17472 Date: 02/06/18 Report No: 5505 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Eastern Architectural Systems based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6th Edition (2017) Florida Building Code. See Installation Instructions PA-0003, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6ch Edition (2017) Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6th Edition (2017) Florida Building Code and does not require an impact resistant covering. Individual window units must be impact rated where applicable. 4. Site conditions that deviate from the details of drawing PA-0003 require further engineering analysis by a licensed engineer or registered architect. 5. All configurations shown in installation instructions PA-0003 have been qualified as required by Section 1709.8 of the 61h Edition (2017) Flarjda Building Code. . .. 6. See Installation Instructions PA-0003 for size jand gisij+js lure Imitations. .. ... .. . . . .. . . . . . .. . . .. . . . . • • • • • • • • • • • • • • • • • Warmnc G Nnrcrn D F Florida No. 73778 ••• ••• Page 2of4 . . . . . . . . . . ... . . . ... . . //O^,\\ BUILDING DROPS FL#: FL17472 A Perfect Solution in Every Drop! Date: 02/06/18 Certificate of Authorization:29578 Report No: 5505 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through Keystone Certifications, Inc. (FBC Organization #: CER1523). Referenced Code Sections: Referenced Data: 1. 1709.8 of the 6th Edition (2017) FBC 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization #: TST1577) Report #: CTLA 301OW-4 Report Date: 07/18/14 Report #: CTLA 3010W-4A Report Date: 07/18/14 Report #: CTLA 301OW-5 Report Date: 07/18/14 Report #: CTLA 3010W-5A Report Date: 07/18/14 Report #: CTLA 301OW-6 Report Date: 07/18/14 Report #: CTLA 3010W-6A Report Date: 07/18/14 Report #: CTLA 301OW-7 Report Date: 07/18/14 Report #: CTLA 3010W-7A Report Date: 07/18/14 Report #: CTLA 301OW-8 Report Date: 07/18/14 Report #: CTLA 3010W-8A Report Date: 07/18/14 Report #: CTLA 301OW-9 Report Date: 07/18/14 Report #: CTLA 3010W-9A Report Date: 07/18/14 TAS Reports Signed and Sealed by: Ramesh Patel, PE 20224 2. Certification Agency Keystone Certifications, Inc. (FBC Organization M CER1523) .. ... . . . . . .. . .. . . . . ... . • . .. ... .. . . . .. . ••• . ••• ••• . . . . . . . .. . . . . . . . . • . • . •• . • . . • . . . Hermes F. Norero, P.E. Florida No. 73778 ••• • • • ••• . Page 3of4 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . /a/A\\ BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: FL#:FL17472 Date: 02/06/18 Report No: 5505 A. For two by (2X) wood frame substrate, use #14 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For metal stud substrate, use 1/4" Grade 5 self -drilling screw type metal frame anchors of sufficient length to achieve a minimum three threads penetration beyond metal structure. Refer to Installation Instructions (PA-0003) for anchor locations, design load tables, and further details of the installation requirements. Design Pressure: See drawing PA-0003 for mullion desing pressure tables, mullion profiles, and installation details. .. ... • . . . . .. • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • • • • • •• • • • • • 000 • • • 000 • • • • • •• • Hermes F. Norero, P.E. Florida No. 73778 ••• • • • • ••• . . Page 4of4 1 Florida Building Code Online Page 1 of 5 1 F•,�:fl rr BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search r� M r(10Product Approval �% 1 USER: Public Userd ..� g Product Approval Menu > Product or Aoolication Search > Application List > Application Detail - �' •` n FL # FL16842-R5 Application Type Revision Code Version Application Status Approved 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 Sections from the Code Eii NewSouth Window Solutions 10741 Crossroads Commerce Blvd. tampa, FL 33610 (813)626-6000 danochstein@newsouthwindow.com Vivian Wright rickw@rwbldgconsultants.com Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .,,,) Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2020 Ryan J. King, P.E. W1 Validation Checklist - Hardcopy Received FL16842 R5 COI (d) Certificate of Independence.odf Standard AAMA/ W DMA/CSA 101/I. S.2/A440 AAM/j/XVD"%CS,11Q1/I.$.2/1,,444 • • AATA/WDMA:CAj21/tS.9 /A44@ ASTME18860 • • • • ••• • ASW E1906• •• • • • •• ASTM E1996 ASTM E1996 JT%2er:02,2;.1 ••� ••� ••• • • • • •• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Year 2008 2005 2011 2005 2006 2005 2009 1994 https:Hfloridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtmmTSTNdVPsf%2 2/25/2020 Florida Building Code Online Page 2 of 5 Product Approval Method Method 1 Option D Date Submitted 06/19/2019 Date Validated 06/21/2019 Date Pending FBC Approval 06/26/2019 Date Approved 08/13/2019 Summary of Products Go to Page 19 0 O Pagel/ 20 0 FL # i Model, Number or Name Description 16842.1 a. Series 9000 Model 9500 Slider Extruded Vinyl "Non -Impact" Horizontal Sliding Window XO utilizing a Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R5 11 (b) Inst 16842.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16842.1 for Design Pressure Ratings, any FL16842 R5 AE (e) Eval 16842.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.2 Fb.Series 9000 Model 9500 Slider Extruded Vinyl "Non -Impact" Horizontal Sliding Window with Flange Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16342 R5 II (b) Inst 16842.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16842.2 for Design Pressure Ratings, any FL16842 R5 AE (e) Eval 16842.2.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.3 C. Series 9000 Model 9550 Slider XO - Impact Rated Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R5 II (b) Inst 1.6842.3.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 16842.3 for Design Pressure Ratings, any FL16842 R5 AE (e) Eval 16842.3 .odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.4 d. Series 9000 Model 9550 Slider XO - Impact Rated Extruded Vinyl "Impact" Horizontal Sliding Window with Flange Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No f7L16842.._R5 11 (b) Inst 16842.4.udf 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 16842.4 for Design Pressure Ratings, any FLlEi842R5._AE _EYal 16842_4 .odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.5 e. Series 9000 Model 9550 Slider XO - Impact Rated - HVHZ Extruded Vinyl "Impact' Horizontal Sliding Window utilizing a Nail Fin Installation (XO or OX configurations) Limits of Use jpytauatipn Irstryctipns • • Approved for use in HVHZ: Yes • 1`1_468429R5• lI•(b4Ir•3t 16842.5.odf Approved for use outside HVHZ: Yes • 1jetifi,.dl;y: ty*ol EyScnrpidt, P.E. 43409 Impact Resistant: Yes • Created by Indapeedest Third Party: Yes Design Pressure: N/A • • "Bluatldn RdportS • • • Other: See INST 16842.5 for Design Pressure Ratings, any FL16842 R5 AE (e) Eval 16842.5 .)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. • • • • • 000 009 • 16842.6 f. Series 9000 Model 9550 9lidet XO Extruded din?l "Impact" HoriMnfal Sliding Window with Impact Rated - HVHZ • • • • •'lange•Iplta ajian (XCg10X•cpRfigurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1042 R5 II (b) Inst 16842.6.odf Approved for use outside HVHZ: Yes e • • *Verified l6y:4_ywdoe F•Schmidt, P.E. 43409 Impact Resistant: Yes :Created QyTde*ndert Third Party: Yes • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsf%2... 2/25/2020 Florida Building Code Online Page 3 of 5 Design Pressure: N/A I Evaluation Reports Other: See INST 16842.6 for Design Pressure Ratings, any FL16842 R5 AE (e) Eval 16842.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.7 g. Series 9000 Model 9500-3 Slider XOX Extruded Vinyl "Non -Impact' Horizontal Sliding Window utilizing a Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R5 II (b) Inst 16842.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16842.7 for Design Pressure Ratings, any FL16842 R5 AE (e) Eval 1.6842.7 .pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.8 h. Series 9000 Model 9500-3 Slider XOX Extruded Vinyl "Non -Impact' Horizontal Sliding Window with Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R5 II (b) Inst 16842.8,odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16842.8 for Design Pressure Ratings, any FL16842 R5 AE (e) Eval 16842.8 .pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.9 i. Series 9000 Model 9550-3 Slider XOX - Impact Rated Extruded Vinyl "Impact' Horizontal Sliding Window utilizing a Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No 1:11684.2 R.5 II .Lt)_jn t 16842.9.pdf 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 16842.9 for Design Pressure Ratings, any FL16$ IZ_RS_AE__(e)._Eval._1682.4 .odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.10 j. Series 9000 Model 9550-3 Slider XOX - Impact Rated Extruded Vinyl "Impact' Horizontal Sliding Window with Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16a12 RS__II..._(h)._Inst.._168 2_10:.pclf 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 16842.10 for Design Pressure Ratings, any FL16842 R5 AE (e) Eval 16842.10.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.11 k. Series 9000 Model 9550-3 Slider Extruded Vinyl "Impact' Horizontal Sliding Window utilizing a XOX - Impact Rated - HVHZ Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R5 II (b) Inst 16842.11.pdf 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 16842.11 for Design Pressure Ratings, any FL16842 R5 AE (e) Eval 16842.11.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.12 I. Series 9000 Model 9500-3 Slider Extruded Vinyl "Impact' Horizontal Sliding Window with XOX - Impact Rated I Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R5 II (b) Inst 16842.12.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes • • *Grated by Independent Third Party: Yes Design Pressure: N/A EviluSgt je*ro Other: See INST 16842.12 for Design Pressure Ratings, aey Fd_i6&I2•R5•AF• WeFvaI 1f842.12.pdf additional use limitations, installation instructions and prQdptt •QrCat9c1.lV I♦ qAp jc1ert T•hjrE Party: Yes particulars. 16842.13 m. DuraGard Slider XX Extruded Vinyyl "Non -Impact" Horizontal Sliding Window • •. • 6itiliziny aflail tZ Install%Con•ft, configuration) Limits of Use • • • Installation•Instractions • • Approved for use in HVHZ: No 0.0 • •FL16W� •R5• LI•(b) In%6 f68t4.13.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16842.13 for Design Pressure Ratings 041 •: • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https:Hfloridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsf"/o2... 2/25/2020 ew out W I N DOW sOWTiO► S 4901 Oaair Ivd., Tampa, FL 33610 Series 9000 Model 9550 SLIDER XO IMPACT RATED - HVHZ w/ Flange GENERAL NOTES i. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anc6s shall be as listed and spaced as shown on details. Anchor embedment to • • base r}ldtetial shah be b�yond.Aal dressing or stucco. 3. When used in the "HVHT'this product complies with Section 1626 of the Florida Building Code • • • and daes rA f squire arZmWct reptant covering. • •••••• 4. When useg in areas outside of the "HVHT' requiring wind bome debris protection this product s0000 conlPlieia jBC Sectigiru r6QA *2 & R301.2.1.2 and does not require an impact resistant s • • • covering. ** product rmetsnrissile level'U" and includes Wind Zone 4 as defined in ASTM r . • • El996 aryl FBC•Sectioru 1"> V & R301.2.1.2J. r • • ••5. For 2x f lud ANng consIndtfJObric 7oring of these units sholl be the same as that shown for • 2x buckinasonry constnict" • • • • •6. Site 681h%on£thot devititt lfMtfie details of this drawing require further engineering analysis by a 6eense0 engineer w registered architect. • • • r • • 7. This Woduot meets water infiltration requirements for'HVHT'. TABLE OF CONiENTS DESCRIPTION Typical elevations, design pressures & general notes Vertical & horizontal cross sections P Vertical & horizontal cross sections Buck & frame anchoring Components Bill of materials and gkr&V details - W MAX. OVERALL FLANGE WIDTH h--_..—.._....._ 74"MAX. OVERALL FRAME WIDTH I j _ i w O i � o (A�ass N. in Z i� $aiM z o a V N •• Z Q^ o a z° ; 8 L• �CW V Cz r E MAX. OVERALL MAX. OVERALL MAX MAX DESIGN PRESSURE DAY LITE DAY LITE GLASS FLANGE FRAME DIMENSION DIMENSION TYPE (PSF) POS: NEG. DIMENSION DIMENSION (OPERABLE) (FIXED) 75.0" X 64.W 74.0" X 63.0' 33.F X 57.31" 33.25" X 59,56" GT, +55.0 60.0 Note: This product, when used with G1 glazing, is not approved for use above 30 feet in the'HVHZ" suM N.T.S. omw on JK aac. er, LFS FL-15B42.6 er 1 or 6 r � i r � t 92- Note: 3 t. Lock and keeper located T from 2 5 each end of lock/meeting stile. 2. Metal roller assembly located Z' from each end of the bottom rail. 3. An Gft secured to head with T (6) #6 x 1 /2' PPH SMS. 5 • • WIN S •h • 5 • I d • • • •••• • ••••SEE NOTE : • 00000 • G1 • 1 HORIZONTAL CROSS SECTION Q 2X Buck Masonry Construction NOTE: Sheet Metal Screws must penetrate a rm. of 3 threads through at least 2 sheets of metal (maintain a min. 3/8" edge distance). r4-�\ HORIZONTAL CROSS SECTION Q Metal Stud Construction -1/4" MIN. FMB. (TYP.) 2 HORIZONTAL CROSS SECTION $ 1 X Buck Masonry Construction i9 M g$ U N •• zma� c cw 5 Y i p o a maa� LL EXTERIOR INTERIOR i i 3 VERTICAL CROSS SECTION Q 2X Buck Masonry Con st action 2 M. N.T.S. 3 c. BY.. JK m LFS ; n wrwc no.: v FL-16842.6 0 n :a 2 or 6 t X 3 4 � � I Note: 1. Lock and keeper located T from $ each end of lock/meeting stile. 2. Metal roger assembly located 7 from each end of the bottom rail. 3. Mti-lift secured to head with (6) #6 x 1 /2' PPH W,. . • • A • . • • • . . • • • • • • 1-i!S MIN. • • • _ � • I B • • • 00 .. 00 • • • •.••• • • • • • ••••• SEENOTEt s .• t •.••. > • •••• l • •.•.• v ..•. Gt v NOTE: Sheet Metal Screws must penetrate a min. of 3 threads through at least 2 sheets of metal (maintain a min. 3/6' edge distance). r HORIZONTAL CROSS SECTION $ Metal Stud Construction V th I CKIVK Q HORIZONTAL CROSS SECTION �3 2X Buck Masonry Construction 1-Ihr MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION J 1 X Buck Masonry Constructs n EXTERIOR INTERIOR z [31 VERTICAL CROSS SECTION W $ 2X Buck Masonry Construction 3 '11111111 �• z .., r* r 9000 ss U N •; Z R a a a 4 C Z 9 �a IN � aE: N.T.S. ;. er: JK rn: LFS NW, No.: FL-16842.6 Er _L or 6 2X SI BUCI MASONRY OPENING •• 00 • • '• . ° • •••••• • •• •• •• • • • • • 2X BUCK ANCHORING ••••• •• • •••• • •••••• •• • •••••• CONCRETE ANCHOR NOTES: • • • • • 1. concrete anchor locations at the corners ray be coated to mainfrwn the min. 2 Concretea c orlabflonsnotdb as'MAX ON CENTER' must be adjusted to rnalintaln the min, ed2f dWbe to mortajoi nts, oddtsonal concrete anchors may be mquted to ensure the "MAX. ON CENTER" cOrr" ion ore not exceeded. 3. Conoete anchor table: (p )TYP. B • ANCHOR ANCHOR. MIN. MIN. CLEARANCE MIN. CLEARANCE SfZE EMBEDMENT TO MASONRY TO ADJACENT - TYPE .. .... ... - EDGE. ANCHOR ttw 1/: 1.1/lr r 4' TAPCON• ELCO ULTRACON W(JCJU D[GKtw MIAUJUKJN NVIU: 1. Maintain a rnkwntwn 5/8" edge distance, f"end delonce. S 1"o.c. spacing of wood screws to prevent the spRffing of wood. I FRAME 2X SUB BUCK MASONRY OPENING ITYP 17(TYPj� I iI1 F L 2X BUCK I D 1XBUCK K SiEEL STUD TYP. i i C N FRAME ANCHORING _ 9: A.in �••,• J �� t q M J O ID m 'ITTlfl 111 �` p m 0 (J N •• $ $ Wa(a C s: z o 3d (k v' a z QC m _ U U Ir BY: JK d L By'. LFS 3 MW NO.: ° e FL-16842.6 r n :Er 4 0 _6_ 2W 2.6r •••••• 1 FRAME 4 • • •• • • • h • • • 0 • q_ •••••• 1.64 00*0' •••••• L ••••• •••• •••••• ••••• -- ••w• �--� 0.51" • q •••.•• • • .p•••••b 0.09" 0 • ' .13• 2.4" -- 6 MEETING 37 2 GLA?ING BEAD 9 MFFIING Slilf REINFORCEMENT � Q LOCK ST1lF REINFORCEMENT 13 NAND[E STIiE RHNFORCEMEM 1.63" QO For 1-- 0.94' --{ � LOCK STfiE r- 0.74" 0.07, © 0.055, I 3 GLAZMIG BEAD � 5 sru RISER 1.55" o � O 16 ROLLER TRACK � 8 BOTTOM RAIL REINFORCEMENT m d z — o ® o Z U N •• Eoz., Up Co. t_J r o6 c uj jOAT 0.94" •� w 8 HANDLE SRLE 3 a Z CO W O N U 0 1.47 o 0 a a 0 P s L + �(�LO pC-pG O N J < N 5 TOFRAII � o?RA Ij O ��jj I P I -- I AT BOTTOM RAIL 4 �Q4�1a. N N N W ^NQ N�DD aTE: 2119174 SCALE: N.T.S. owc. nr: A a/x. BY.. LFS ORAWW, NO, FL— 16842.6 SHEET 5 Of 6 BELL OF MATERIALS REM i OESCRWym MATEUM 8 2X BUCK (SG >= 0,55) WOOD C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-3/4" PFH ELCO OR Tf W CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F # 10 X 2" PPH SMS (1-T/4" MIN. EMBEDMENT) STEEL J STEEL STUD Min. Thk .033" (ASTM A653 GRADE 33 Fy=33 U min., Fu=45 U min.) STEEL K # 10 PPH SELF-DRILUNG SMS STEEL L #10 X 2" PPH SMS (I-InMIN. EMBEDMENT) STEEL 1 EXTRUDED VINYL FRAME (439)' RIGID PVC 2 EXTRUDED VINYL GLAZING BEAD (736A)• RIGID PVC 3 EXTRUDED VINYL GLAZING BEAD (425A) ' RIGID PVC 4 BOTTOM RAIL (424B)' RIGID PVC 5 TOP RAIL (478)' RIGID PVC 6 MEETING SALE (477)' RIGID PVC 7 LOCK SALE (476)' RIGID PVC 8 HANDLE STILE (475B)' RIGID PVC 9 MEETING SALE REINFORCEMENT 6063 - T5 ALUM 10 LOCK SALE REINFORCEMENT 6063 - T5 ALUM 1 i SASH LOCK 12 KEEPER 13 HANDLE STILE REINFORCEMENT 6063 - T5 ALUM 14 ROLLE ffWd" 433-1000) 15 • SILL RISEN • • • • • • 1 6063 - T5 ALUM ROLLER TR4CK 6063 - T5 ALUM 17 ANR4JPT AL19MI14UM 6063 - T5 ALUM 8 BOTTOM AIL RONFORCMEWT • 6063 - T5 ALUM 20 WEATHERSTRIP (.187" X .2 • • • • GLASS BITE GLAZING SEALANT (SIKAFLEX-552) Q O M n t\ pp N ppp EO .� xo po 9m cW 7/8" O.A.GLASS THK. a d oZ c of 3a I/8" ANNEALED GLASS 0.09TS"SAFLD(• PVB INTERLAYER �— 1 /8" ANNEALED GLASS AIR SPACE 1/8"ANNEALED GLASS �-J METAL REINFORCED BUTYL Not approved for use above 30 feet in the "HVHZ". Gl G1AlING DE ••••• • •• •• •• -:gwPROVEd 1Q18V^D PVC:4VOQQ EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY • EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". GLASS BITE 7/8" O A GLASS THK ••••• •• • • • • • • GLAZING SEALANT i • • • • i • • • • • • • (SIKAFLEX-552) • • • • • • • • • 1 /8" ANNEALED GLASS • • • • • • • i • .00. • t 0.09U' SAFLEX• PVB INTERLAYER •••• •••1/" ANNEALED GLASS AIR SPACE I/8 TEMPERED GLASS METAL REINFORCED BUTYL G2 �tann►c DEfAfl +E N.T.S. :. BY: JK m L BY: LFS ; a FL-16842.6 0 N er 6 or 6 � R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building industry C P,O, Box 230 Valrico, FL 33595 Phone 813,659.9197 Florida Board of Professional Engineers Cenificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category NewSouth Window Solutions Series 9000 Model 9550 Slider XO Windows Horizontal Slider 10741 Crossroads Commerce Blvd. Impact Rated - HVHZ Tampa, FL 33610 w/ Flange 813 626-6000 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID# 1998) for NewSouth Window Solutions, based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ", this product complies with Section 1626 of the FBC 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 1609.1.2.2 & R301.2.1.2.1. 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 FBC Sections 1609.1.2.2 & R301.1 1.2. 1. 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-16842.6 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ". & See drawing FL-16842.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 02031488 TEL 02031489 TEL 02031566 2. Miami Dade NOA 18-0301.05 Test Standard TAS 201, 202, 203-94 TAS 201, 202, 203-94 TAS 201, 202, 203-94 Testing Laboratory Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. Materials Testing Saflex® PVB Interlayer (Eastman Chemical Co.) Signed by William B. Shelton, P.E. William B. Shelton, P.E. William B. Shelton, P.E. 3. Drawing No. Prepared by Signed & Sealed by No. FL-16842.E RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E. • • 4. Calculations Prepared by • ��011JI19aryr1t� •. • kVr 46�tr.,3A • •• '� • • • r Signed &Sealed by Anchoring RW Building Consultants, Inc. (CA#9813j• ��.. �L�`•�' ! �°�'Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. •• ••• • ,• • �, 5. Quality Assurance Certificate of Participation issued by National Accreditation and • • •R t • • • • `'` • • • •. Management Institute, certifying that NewSouth Window Solutions is� • • , : •.�--b- •� • . manufacturing products within a quality assurance program that complies. ,� 0 ,^. • . '•'o with ISOlIEC 17020 and Guide 53. . �% �. • • •`o;, �� } (x ,' >•' 4'r Lyndon F. Schmidt, P.E. d�,a FL PE No, 43409 ' 6/21/2019 Sheet 1 of: • • •.• • • • • • • • • • • • • • Florida Building Code Online Page 1 of 5 •" BCIS Home Log In User Registration Hot Topics Submit Surcharge Scats &Facts Publications Contact Us BCIS Site Map Links Search ride .. y I CI �JII Product Approval USER: Public User �U-94)- Product Approval Menu > Product or Application Search > Application List > Application Detail FL # 1�lai(.�5 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 Sections from the Code FL16842-R5 Revision 2017 Approved NewSouth Window Solutions 10741 Crossroads Commerce Blvd. tampa, FL 33610 (813)626-6000 danochstein@newsouthwindow.com Vivian Wright rickw@rwbldgconsultants.com Windows Horizontal Slider Max Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2020 Ryan 3. King, P.E. V] Validation Checklist - Hardcopy Received FL16842 R5 COI (d) Certificate of Independence.psif Standard AAMA/ W DMA/CSA 101/I. S.2/A440 AAt441WP"/CrSA401/LS.24A4i0 • • A jMA/W DMP/(!S,A:01'I. t.2),'1410 ASTM E18138 • • • • • • • • A9ltM E"; • • • • • • • ASTM E1996 ASTM E1996 • t9S 2N 202, �� .. ..: . • . • • • • •• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Year 2008 2005 2011 2005 2006 2005 2009 1994 https:Hfloridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsfti/D2... 2/25/2020 Florida Building Code Online Page 2 of 5 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to PageF___1 0 Method 1 Option D 06/19/2019 06/21/2019 06/26/2019 08/13/2019 0 O Pagel/20 is FL # Model, Number or Name Description 16842.1 a. Series 9000 Model 9500 Slider Extruded Vinyl "Non -Impact" Horizontal Sliding Window XO utilizing a Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R5 II (b) Inst 16842.1.r)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16842.1 for Design Pressure Ratings, any FL16842 R5 AE (e) Eval 16842.1.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.2 b. Series 9000 Model 9500 Slider XO Extruded Vinyl "Non -Impact" Horizontal Sliding Window with Flange Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R5 II (b) Inst 16842.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16842.2 for Design Pressure Ratings, any FL16842 R5 AE (e) Eval 16842.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.3 c. Series 9000 Model 9550 Slider XO Impact Rated Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL.16842 R5 II (b) Inst 16842.3.pdf 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 16842.3 for Design Pressure Ratings, any FL16842 R5 AE (e) Eval 16842.3 .pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. __J 16842.4 d. Series 9000 Model 9550 Slider XO - Impact Rated Extruded Vinyl "Impact" Horizontal Sliding Window with Flange Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL1684.2.._RS ii (b) Inst 16842.4.pdf 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 16842.4 for Design Pressure Ratings, any FL16842 R5 AE _(e) E_v_al__16842,4_p�ff additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.5 e. Series 9000 Model 9550 Slider XO - Impact Rated - HVHZ Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a Nail Fin Installation (XO or OX configurations) Limits of Use � � � Jgst#ll&tion.1nsVu%ion#. Approved for use in HVHZ: Yes • RL1684tl Fi5 61 W) ins►16842.5.pdf Approved for use outside HVHZ: Yes ' �Jeri�iLO JB4 LInd%j. 9tDmidt, P.E. 43409 Impact Resistant: Yes • Greatebl•Indepen nt Third Party: Yes Design Pressure: N/A • • • "alustbn RepdHts' • • Other: See INST 16842.5 for Design Pressure Ratings, any FL16842 R5 AE (e) Eval 16842.5 .pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. • 000 • 0.0 .. * 0 16842.E rf.Series 9000 Model 9550�SIiAer�CO Extruded Vinyl "Impact" Horizontal Sliding Window with pact Rated - HVHZ * Flange.Ast�IJ�iion (XQdf d�c�Enfigurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R5 II (b) Inst 16842.6.pdf Approved for use outside HVHZ: Yes • • • • VeriiiiiedoBW Lyndon E. Schmidt, P.E. 43409 Impact Resistant: Yes Crejte4 �ttIndCpenjent Tjrd Party: Yes • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtmmTSTNdVPsf%2... 2/25/2020 Florida Building Code Online Page 3 of 5 Design Pressure: N/A I Evaluation Reports Other: See INST 16842.6 for Design Pressure Ratings, any FL16842 R5 AE (e) Eval 16842.6.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.7 g. Series 9000 Model 9500-3 Slider Extruded Vinyl "Non -Impact" Horizontal Sliding Window XOX I utilizing a Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R5 II (b) Inst 16842.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16842.7 for Design Pressure Ratings, any FL16842 R5 AE (e) Eval 16842.7 .pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.8 ( h. Series 9000 Model 9500-3 Slider Flange In tallaExtruded ltion -ImpXOX, co nfiguration) Horizontal rizont l Sliding Window with Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R5 II (b) Inst 16842.8.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16842.8 for Design Pressure Ratings, any FL16842 R5 AE (e) Eval 16842.8 .pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.9 i. Series 9000 Model 9550-3 Slider XOX - Impact Rated Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842.... R5 II b) Inst,_16842,4,;,Irc1f 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 16842.9 for Design Pressure Ratings, any fL16$42..._RS,,,_AE,..,(e),_f val.._1fifMR 9,pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.10 j. Series 9000 Model 9550-3 Slider Extruded Vinyl "Impact" Horizontal Sliding Window with XOX - Impact Rated I Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R5 II ..(ba_Inst,_16$42_50.,[Ic1f 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 16842.10 for Design Pressure Ratings, any FL16842 R5 AE (e) Eval 16842.10.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.11 k. Series 9000 Model 9550-3 Slider I Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a XOX - Impact Rated - HVHZ Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R5 II (b) Inst 16842.1i.oddf 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 16842.11 for Design Pressure Ratings, any FL16842 R5 AE (e) Eval 16842.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.12 I XOX - I pa t0 Raoted 9HVHZ del500-3 Slider Flange In tallaExtruded ltion (XOX H ornf gurat of Sliding Window with Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R5 II (b) Inst 16842.12.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes a •dreatedbby I*dependent l.Mrd Party: Yes Design Pressure: N/A Ejal5atjor=R4potts: Other: See INST 16842.12 for Design Pressure Ratings,sany •Fl16844. R6 AE 4(P)aEval•16842.12.pdf additional use limitations, installation instructions and 4%cRjc �¢e&%d:"by*Ig8epDn*nt•-V&d Party: Yes particulars. 16842.13 I M. DuraGard Slider XX Extruded Vinyl"Non-0 " Vorizontal gSliding Window • • utiliz' •a ai in Ins a latioin (XX, configuration) Limits of Use • • • IAstaWAlo♦t Instrudtions • • Approved for use in HVHZ: No • • • • • FL1688I RPeS. it (b) %t•Ail 13.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16842.13 for Design Pressure Rating:Ay • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https:Hfloridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtmmTSTNdV PsP/o2... 2/25/2020 jNewSouth WINDOW SOWTiO►vS 4901 Oak F�vdTampa, FL 33610 Series 9000 Model 9500-3 SLIDER XOX IMPACT RATED - HVHZ w/ Flange •••• • • �00.&NERAL9ME'S• : •0•0 .• • • •1• •:his product 1166 jeen evaluated;d is in compliance with the 6th Edition (2017) • • Florida Bulidpg Code (FB(;:clu d�Tg the "High Velocity Hurricane Zone" (HVHZ). •' 42'. ' ?roductDngjtft shall be gslifle(M cl spaced as shown on details. Anchor • • • • embedment k)sbase mate k**sil'be beyond wall dressing or stucco. ••••• •• • •••• 3. When uIQ� irPt�r:"HVHZ, if�o Q *or t complies with Section 1626 of the FBC and • • • • • .does not require an Impact resistant covering. • • •••••• • • 04! • for 2x stud•fraconstrndiem, anchoring of these units shall be the same as • • that showy formi uck masonrXConstruction. • • • • • •5. • Site conditions That deviate from the details of this drawing require further engineerir if ftlysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEEI'ii DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Vertical & horizontal cross sections 3 Vertical & horizontal cross sections 4 Buck & frame anchoring 5 Components 6 Bill of materials and glazing details 112.1"MAX. OVERALL FIN WIDTH -- 111"MAX.OVERALL FRAME WIDTH i z W I O11XLL E� i i I I t i (4� Mass oao i F n a N •• Z VVV � maa� s 4 � �z MAX.OVERAIL MAX. OVERALL MAX MAX DESIGNPRESSURE FLANGE FRAME DAY WE DAY WE GLASS �i DIMENSION DIMENSION TYPE POS. NFG. DIMENSION DIMENSION (OPERAEIE) (FIXED) 112.1" X 64.1" 11Iff X 63.0' 25.0" X 57.25" SUr X 511b" GG1 ( ( +50Qpffelbm.0 -55.0 Note: This product is not approved for use above 30 feet in the 'HVHZ'. scue: N.T.S. owr. air. JK am. err: LFS FL—16842.12 Er 1 of 6 I 1 v � 1 / I Z Z i 1 Note: 1. Lock and keeper located 7 from each end of lock/meeting stile. 2. Metal roller assembly located 2' from " each end of the bottom rail. 5 3. An8-Ilft secured to head with (6) #6 x 1 /2PPH VfS.• • • g7 ENS. (Wp ) • p • • • • • •�i C • • • • Is INTERIOR 000 7l • • 13 G • • • G2 SEE NOTE t • • a - e • 5 3 p .a z 3 f EXTERIOR E R 1 HORIZONTAL CROSS SECTION zi $ 2X Buck Masonry Construction v NOTE: Sheet Metal Screws must penetrate a min. of 3 threads through at least 2 sheets of metal (maintain a min. 3/B' edge distance). INTERIOR EXTERIOR 4 HORIZONTAL CROSS SECTION $ Metal Stud Construction -- 1, ".r HORIZONTAL CROSS SECTION SECTION 2 I Buck Masonry Construction KTERIOR 7i 4K a SEE NOTE 3 INTERIOR za 3 VERTICAL CROSS SECTION 7 Q 2X Buck Masonry Construction TE: 9/24/14 = .ic N.T.S. o K;. Err: JK w K. ey: LFS 3 a AxnNc NO.: v FL-16842.12 0 EET _L of 6 n I f 1 i 3 I f , Note: 3 1. Lock and keeper located 7" from 3 each end of lock/meeting stile. 2. Metal roller assembly located ?'from each end of the bottom rail. 3. Anti -lift secured to asl with (6)#6x1/2"Pt • • • • • • • --- ALTERNATE ANCHORING LOCATION • • • • • • : • • 1-1 /r" MIN. • • • i SHOWN ON THIS SHEET • ....Ili (TYP.) • • `II •0 • B •••••• ••••• • •• C •• •• INTERIOR . ,• • • 8 • ..... a L ... T 62 To •' • • • SEE NOTE 1 11 • ° • 12 •••••v ,• •f ram' 1 HORIZONTAL CROSS SECTION 3 2X Buck Masonry Construction NOTE: Sheet Metal Screws must penetrate a min. of 3 threads through at least 2 sheets of metal (maintain a min. 3/e" edge distance). INTERIOR EXTERIOR �41HORQONTAL CROSS SECTION �3 Metal stud Construction INTERIOR EXTERIOR EXTERIOR 1-1/4°MIN. EMB. (TYP.) 2 HORIZONTAL CROSS SECTION 3 I X Buck Masonry construction EXTERIOR w /iS o • °� t SEE NOTE 3 INTERIOR 3 VERTICAL CROSS SECTION 1 w 3 2X Buck Masonry Construction rt: 9 24 14 ALE: N.T.S. e- E: JK K. W: LFS AWING NO.: FL-16842.12 eer 3 ar . MASONRY nocwuwln � S) 2X3 BU Z IMASONR OPENINI 3 • • • • _ • • • • • BUCK ANCHORING 'o lONCRETE ANCHOR NOTES: • t • F&AgWii—d—w Iota PNe comers md) be adpRted to maintain the min. edge distance to Q 2 Concrete anchor IocoR.�etl as A1AX. ON CENTER" must be octAted to z maintain the min. edge distance to mortarjointt additional concrete onchtors may be required to eruure the "MAX. ON CENTER" dknension are not exceeded. i 3. Concrete anchor table: r r (TYP•) I JB X D ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT _. EDGE ANCHOR PC mr 1. m r 4' TAPCON. ELCO 1/,r1•T/�' ULTRACON WVW SC:R[W MIALLAIMN IV(JMW t. Maintain a mi *non SAT' edge aWance. )'and distance, d t" o.c. spatting of wood screws to prevent the spitting of wood. J FRAME 2X SUB BUCK MASONRY - OPENING �♦ yy Z CT U` 4 OI i��'•. �� 3 h r7 124 r_i c bn O N •; IT MAX O.C. (TYP.) (nPI . to y C 2X BUCK JKSTEEL UCK STUD TYP. Z ( U O FRAME ANCHORING a ooid o Cp 9m.tJ c In 0 c° oZ I of 3d ALL. N.T.S. w. er: JK K BY: LFS Awn NO.. FL-16842.12 EET _�L OF 6 0.062" F- - 1.77' 2.4" 6 MEETING mLE ry J I�- - 0.045" 2 cLAZINc eEAn � 9 MEETING mLE REINFORCEMENT � Q LOCK m1E REINFORCEMENT � $ HANDLE mLE REINFORCEMENT g 3 R 1;1 IN lfi111fOw TO.07" 0.07" oa. 2m d a a w I s LLa o Z ra � LOCKmtE 8 HANOLEmIE -j 0.7 - 0.74" cr 0.09" r L=-ai�3 O.OSS 3 GLAZING BEAD � S SiL1 RISER v 155 O C 16 ROLLER TRACK o �1"� 0 1 B BOTTOM RAIL REINFORCEMENT t�VN"NQ w o I O � tl P i DAM 9/24/14 SME. N.T.S. F---1.42"---i DWG. BY: JK lOTTOM R qlL oa. BY. LFS 4 ORAWM NO.: FL- 16842.12 sNEET 5 a 6 • • * Ti AAPROVED 0I "l%ID PVCtx1E CKPEXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY 094"RS UCENSE26 IN "AAMA CER#IIUQATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. • •••••• • • • BILL OF MATERIALS ITEM i DESCRM NJ MATERM B 2X BUCK (SG — 0.55) WOOD C Ile MAX. SHIM SPACE - D Ile X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW - STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F #10 X 7' PPH SMS (1-1le MIN. EMBEDMENT) STEEL J STEEL STUD Min. Thk .033' (ASTM A653 GRADE 33 Fy=33 ksi min., Fu=45 Id min.) STEEL K # 10 PPH SELF -DRILLING SMS STEEL L #10 X 7' PPH SMS (1-1/2" MIN. EMBEDMENT) STEEL 1 EXTRUDED VINYL FRAME (439)• RIGID PVC 2 EXTRUDED VINYL GLAZING BEAD (736A)" RIGID PVC 3 EXTRUDED VINYL GLAZING BEAD (425A) " RIGID PVC 4 BOTTOM RAIL (424B)- RIGID PVC 5 TOP RAIL (478)" RIGID PVC 6 MEETING STILE (477)" RIGID PVC 7 LOCK STILE (476)• RIGID PVC 8 HANDLE STILE (475B)" RIGID PVC 9 MEETING STILE REINFORCEMENT 6063-TS ALUM 10 LOCK STILE REINFORCEMENT 6063-T5 ALUM 11 SASH LOCK - 12 KEEPER 13 HANDLE N"REINFORCEMENT 6063-T5 ALUM 14 RO ( 433-1000) • • Ors* SILL RISER- • • • 606345 ALUM 16 ROL 6063-T5 ALUM 1 ANTI -LIFT LU M 6063-T5 ALUM 018 BOTTOM RAL REINFORCEMENT• • • 6063-T5 ALUM 0200 WEATHFRSTRJP4.187" X .290'4 • • • I/r 7/8° O.A. GLASS THK. 1 /8" ANNEALED GLASS 0.105" SAFLEX• PVB INTERLAYER �-- 1/8" ANNEALED GLASS �— 1 /8" ANNEALED GLASS - METAL REINFORCED BUTYL Gl GLAZING Dt3AIL enure NOTE: GLAZING > 36" WIDE REQUIRES TWO (2) SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 7/8" GLASS BITE 7/8" OA. GLASS THK. GLAZING SEALANT (SIKAFLD(-552) 1/8" ANNEALED GLASS j� O I I 0.090'SAREX® PVB INTERLAYER VIL — __— 1 /8" ANNEALED GLASS 64 GLAZING DETAIL Operable Lite —1/8" ANNEALED GLASS METAL REINFORCED BUTYL * j-1 w n loll III co cp Z o R E�Zo a 9 y °I maa� 4 0 E -_ cw 3'd t m� ALE: N.T.S. a. BY: JK K. aY: LFS A*V4 NO.: FL-16842.12 EET 6 of 6 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category NewSouth Window Solutions Series 9000 Model 9650-3 Slider XOX Windows Horizontal Slider 10741 Crossroads Commerce Blvd. Impact Rated - HVHZ Tampa, FL 33610 w/ Flange 813 626-6000 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for NewSouth Window Solutions, based on Rule Chapter No. 61G20-3, Method 1 D of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ", this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5_ Site conditions that deviate from the details of drawing FL-16842.12 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-16842.12 for size and design pressure limitations. Supporting Documents: 1. Test Report No. AT[ D0238.03-401-44 ATI D0238.04401-44 TEL 02031566 2. Miami Dade NOA 18-0301.05 3. Drawing No. No. FL-16842.12 Test Standard TAS 201, 202, 203-94 ASTM E 1886-05 / E 1996-05 TAS 201, 202, 203-94 Testing Laboratory Architectural Testing, Inc. Architectural Testing, Inc. Testing Evaluation Labs. Materials Testing Saflex° PVB Interlayer (Eastman Chemical Co.) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 5. Quality Assurance •• ,,• Certificate of Participation issued by National Accreditation and 0 0 Management Institute, certifying that NewSouth Window Solutions is• • •: manufacturing products within a quality assurance program that complies • with ISO/IEC 17020 and Guide 53. Signed by, Shawn G. Collins, P.E. Shawn G. Collins, P.E. William B. Shelton, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 114411;,;,;sa,� Lyndon F. Schmidt, P.E. FL PE No. 43409 ••• 1 • • • • ••• • • V21/2019 Sheet 1 �f • • • • • • • • • • • • • •• • • • • •• •• 000 0 0 0 ••• • • 0 Florida Building Code Online t Page I of 2 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts ( Publications Contact Us BCIS Site Map Links Search db d r -a USER: Public User O l 0 i v � �!1 Product Approval Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL6890-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ....': Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed 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 - Hardcopy Received Certificate of Independence FL6890 R6 •C" A3laedbrt2611DPmlf • • • Referenced Standard and Year of Standard ( ) • •• • • • • ••• • • • • • • • • Standard • • • • • • • • • • • • • Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1886-05 2005 ASTMEoi-0S•: ••: ••: 2005 ••• PA/TAS P0191202f203 • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • 1994 Equivalence of Product Standards Certified By ••• • • • • ••• • • • • • • • • • • •• •• • • • ••• • • • ••• • • •• • • •• • https:Hfloridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CI... 2/25/2020 Florida Building Code Online Page 2 of 2 Sections from the Cade Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/26/2017 09/29/2017 10/08/2017 12/12/2017 FL # Model, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6890 R6 II CWS-161D.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 FL6890 R6 AE EvalReDOrt161D.odf psf, Max. size 37" x 72". Outer lite in I.G. to be fully Created by Independent Third Party: Yes tempered when used 30 ft. above grade in HVHZ. Glass complies with ASTM E1300-04. Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. 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: W"MAclW07 Credit Card Safe .. ... . . . . . .. . .. . . . . ... . .. e . .e .. ... . . .. . ee• . eee eee . e . . . e ... . ... .. .. . . . . . . . . . . . e e e e ... . . . . ... . . . . . . . . . . . . . . e e e . e . . e . . ... . . . ... . . https:Hfloridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8 CI... 2/25/2020 CASEMENT - LARGE MISSILE IMPACT 38 1/4" - MAX. OVERALL FLANGE WIDTH 37" — UNIT WIDTH 35" MAX. SASH WIDTH 1 � 731/4" I / MAX. OVERALL FLANGE � X 7MAX. UNIT HFI( HT I \ iu \ MAX. • • SASH • • *HEIGHT • • •\.- 11 of •• • • 6 ••••• • 3012„• • • • GLAS% DLO • :••••: •LE"HINGEVMOWN • • • RIGHT HINGES AOIDO PFE • •••••• •• • •••••• • • • • •••••• •••• • • •••• 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 GLASS 38 1/4" MAX. OVERALL FLANGE WIDTH 37" UNIT WIDTH 35" MAX. SASH WIDTH A � I I 84 \ I I OVERALL B I I B FLANGE HEIGHT � I \ I GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OCALA, FLORIDA 34474 AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC 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-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. X '56 6MAx. I I G 5 7. ALL FRAMES AND VENTS FULLY WELDED. UNIT I , D HEIGHT I / sr' I I MAX. / SASH HEIGHT A fJ 30 1/2" GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED - OPPOSITE 8. SERIES/MODEL DESIGNATION CA-8400. 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: X = OPERABLE SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LucasTurne r 2017-09-22 11:51-04:00 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING NON-HVHZ 37" x 63" +/- 65 PSF LARGE MISSILE IMPACT HVHZ +/- 67.5 PSF NON-HVHZ 37" x 72" +/- 65 PSF HVHZ +/- 67.5 PSF 8400 PVC CASEMENT IMPACT z az3: awo ¢wow Z wJ❑ 0 Lu ZW�Z}0w 3: Fn a Pwzr3M= Z Z=2<m ipO O O'nO-zaHz--ina. 0 Z—Sz ZH7tn Z OC6 D >- Q�pw0=0Z a 2Q ��~zui w Oz0 xa awlnW - LU O � cn H- a.O wFof w=�� a r a uj s/2v� 7 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 1 05/05/07 CWS-161 D ALE: SHEET 1:15 1 OF 6 cmabonaffl WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT a Z ¢z3 7/8" OVERALL 7/8" OVERALL H O W O WHO' � O' Z W�0 118" ANNEALED or TEMPERED 1/8" HEAT STRENGTHENED or TEMPERED w Z O Z O: = Z F 7/16" AIR SPACE 7/16" AIR SPACE O H- W Z Or 3: � _ Z Z22<XLup0 O OFOLi<1: 5/16" LAMINATED GLASS 5/16" LAMINATED GLASS 0 U U) � Z o_ F cn a 0 z— ZFOU) 1/8" ANNEALED 1/8" HEAT STRENGTHENED Z 00 0 r/j 7 V— Q F�w2pOliZ .090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER 2 3Q O> F-- F H O — pUANEX DURASEAL 1/8" ANNEALED pUANEX DURASEAL 1/8" HEAT STRENGTHENED 0 O ~ > > O IG SPACER IG SPACER W LL z W O w IN H SIKAFLEX 552 OR SIKAFLEX 552 OR a ? = D_ � O U) 3 PURFECT GLAZE "H" 3 PURFECT GLAZE "H" O w F w 2 a o ��a In 46 1/2" GLASS BITE46 V2" GLASS BITE No 58201 # * t Lzi •••••• '9 • • • • • • • 6 f4 STATE OF • •••••• • •• •• •• • • • • • GLASS TYPE A GLASS TYPE B y� ••••• •• • •••• 9/22/2017 • • • • • • • • • LUCAS A. TURNER, P.E. • • • •••••• FL PE#58201 • 1239 JABARA AVE. •••••• •• • ••• • • • • NORTH PORT, FL 34288 ••• • • • • • • • PH. 941-380-1574 • • • • SHEET DESCRIPTION: •••••• •••• • • • • • •r SETTING BLOCKS PER FBC 2411.3.3.1 GLAZING DETAILS DRAWN BY: DATE: ADE 05/05/07 DWG # REV.: CWS-161 D SCALE: SHEET 1:1 2 OF 6 MAX UNIT SIZE MAX POS. DP GLASS TYPE 37" x 63" +67.5 A 37" x 72" +67.5 B azvomffl WINDOW SYSTEMS 35 33 INTERIOR 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 9 2 11 50 49 48 o 11 ® 8400 PVC CASEMENT 15 3 IMPACT 1 46 18 1 18 Q Z 3:¢ 41 46 ~ Z Z p W 0 Q WO W�Q rZW 9 �O O ZOZ}00_�m ¢ � 18 O OHOaQWQQ 51 4 31 8 51 52 1 514 9 18 3 O OAF-OdFNd 6 O Z —�ZZF= SECTION VIEW B-B Q Q Z t=j vi Z v 4 2 } LL a3yowLDx0z 3 H p p F} 7 3 0 52 ER ZcnW�Q�(nF- OOf 0 12 O W F=- 0 (L uj In a F- a x�a ORF41V ,111% � rrrri rr`�r INTERIOR •� v . No 58201 40 '� • • STATE �' O:W1 • • •••• • •• �'SIQ� .F • �rrrr+�MAitt`�, • • • • • • • • • 1. • • 52 • 46 / • ••• ••• 13 51 • • (� .• •••• 4 a z� . ..... 7 _ 6 9/22/2017 a LUCAS A. TURNER, P.E. • • • • • • • • • • 5 �o FL PE # 582011239 U E • : • • • • 2 : _ _ - - NORTH PORT, FL 34288 • • • • 39 • • • •• PH. 941-380-1574 • • • • • • • • • • • • SHEET DESCRIPTION: • SL•OMN VIEW A -A SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY DATE. ADE 05/05/07 DWG fk REV. ITEMS NOT SHOWN FOR CLARITY: CWS-161 D 14, 16-17, 19-20, 25, 27, 32, 34, 37-38, 42, 44-45, 50 SCALE: SHEET 1:2 3OF6 PARTS LIST 31/6" FRAME RN R SASH CORNER CONSTRUCTION z 7/32 3 r 52 321132" Fa 27/32" 1/16„ } p PVC GLAZING BEAD CORNER WELD S-6064 (ALL SIDES) 1:6 PVC FLANGE FRAME H-60308 2 11/32" 21/32" 7/16 6 as } 8 1/16" 1/16" 2 1/4" 9 COIL, .062 X .656 COIL, .05 X .437 1/16" P-4491 P-4050 PVC SASH H-6008 17/32„ 17/32" 10 10 T 11 1 9/32" 1 9/32" 1/16" 1116" SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE H-1592 H-1593 3v6"�{ 34"� ttns" 51 Q 6 L 332„ SASH REINF. S-1505 41/2" 1/16" p 1/2"—{--y n32° 10 l 3" 1s j SCREW SUPPORT PVC FIN FRAME P-3113 H-6030A �j/� owCjwo WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC ITEM PART# DESCRIPTION VENDOR MATERIAL 1 H-6030B FR., CASE., MAIN, HEAD MIKRON PVC 2 H-6030B FR., CASE., MAIN, SILL MIKRON PVC 3 H-6030B FR., CASE., MAIN, JB., RIGHT MIKRON PVC 4 H-6030B FR., CASE., MAIN, JB., LEFT MIKRON PVC 5 H-6030A FR., CASE., W/ FIN MIKRON PVC 6 H-6008 SASH, CASE., RAIL MIKRON PVC 8400 PVC CASEMENT IMPACT 7 H-6008 SASH, CASE., BOT. RAIL MIKRON PVC 8 H-6008 SASH, CASE., SIDE RAIL, HINGE MIKRON PVC 9 H-6008 SASH, CASE., SIDE RAIL, LOCK MIKRON PVC 10 H-1592 CREEN RAIL, SIDE/BTM KEYMARK ALUM 11 H-1593 CREEN RAIL, TOP/SIDE KEYMARK ALUM a z W 11 z 0 c < y � ¢ w x o ? w o w o-1 0 ¢ z w z w z O m F w 3 Z F 3 i i zx�a� 0 0 cj a< = o w z-� z F� U) 0 z 0 lnz o 0 a - LL Lu - a 0 z 0 Hw- 1= t z 0 � v - ow w w ai 0 w U) w z = w 0 O - v� �> = F- y w w > ~ a X a 12 GLASS SEE SHEET 2 13 P-3028 SET. BLK., 85 DUR., 1/8" X7/8" X2" LG. FRANK LOWE RUBBER 14 P-3029 SCREEN LIFT -OUT SUMMIT 15 P-3113 SCREW SUPPORT FOR PVCTEAM PLASTICS RUBBER 16 P-3195 SCREEN SPRING, NO HOLE TENSION 17 P-3197 SCREEN CORNER KEY M&M NYLON 18 P-3217 WSTP., WHITE LEAF SEAL, FRAME AMESBURY RUBBER 19 P-3228 SCREEN SPLINE, .155 DIA, BLK DAPA 20 P-3281 SPACER, DURASEAL, SEE SHEET 3 DURASEAL TRUSEALL 21 P-3342 SEAM SEALER, SM-5504 SCHNEE SILICONE 22 P-3429 WSTP., .270 X.187 BACK, ULTRA FIN, BLACK, SA H ULTRAFAB 23 PURFECT GLAZE "H" , SIKAFLEX 552 HENKEL, SIKA 24 P-3539 #8 X3/4" QUAD PH TEK, ZJN , SCREW 25 P-3581 SCREEN CLOTH, 18 X 16 FIBERGLASS PHIFER t"W011041111 p4 w`, ,PtG.: FT �v No 582D1 a • STATE OF ,Qtii'•, ,•'�sw: ��Fs L .. p"LC3•�b.`�� 4,Ri©NA' Z 9/22/2017 2, SS, CREW FASTENAL SS 27 P 36113 WSILBL. (LOGO) 28 P-3685 CS-8400 GOLD CERT. LABEL, NFRC TAB 29 P-3752 CAP PLUG, 1/2" HOLE M&M NYLON 30 P-3881 "MRORARY LBL. (NFRC/DP) 31 • P0940 69bIW4R, SS'PVC• • 320 0• • PA4003 TIE BARGUIDE! ROTO.41DWE. ROTO SS 33 4004 • 42 1/2" PH PH, MS, SS (ROTO HDWE. LOCK) FASTENAL S 34• • • P4005 6UPPORT PLATE, LOCI[, SS, ROTO HDWE. (Use w/ P-4006) ROTO SS 35 • P�006 LACK, MULT4P •R TO HDWE, WHITE ROTO SS 36 4007 RO . OPERAT S R LEFT/RIGHT OPEN CASEMENT) ROTO SS 37 P�009 • TIiACIV& SLIDGR ASSM., ROTO OPER., ROTO HDWE., (13") ROTO SS 38 010 BRKT., R., L.H., ROTO HDWE. ROTO SS 39 • • P•4012 MIM, ROTO OPFR�TOR, ROTO HDWE. (4.8mm) ROTO NYLON 40• P{4014 A STD, ER, ROTO HDWE. (WHITE) ROTO NC LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.9IPTION -1574 41 • • • PM015 HINGES (LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS P-4020 SUPPORT WA TO OPER, ROTO HDWE. (SS) ROTO S • • • P 021 A�321�3/4" Qu>>ldPFf !"!1 1/16" Lead, MS, SS, ROTO OP., ROT FASTENAL SS j45 • P�024 A IC T, ROTd PGIi., ROTO HDWE, 1/16" HOP 31-P�040 - W . 1-5L KPOINT S (BY OA H T.) SHEET DESCRIPTION BOM AND EXTRUSIONS P-4050 • REINF•COIL-ALUMINUM, 5052-H32 (.050 X.437), HD PRECISION STEEL ALUM 47 P�043 I E, MULTIPOINT M&M NYLON 48 P-4146 #8 x 3/4" PH FLAT TEK, SS FASTENAL SS 49 P-4491 REINF. COIL -ALUMINUM, 5052-1-132 (.062 X .656), HD PRECISION STEEL ALUM DRAWN BY ADE DATE. 05/05/07 50 P-4641 1#8 x 5/8" PH FLAT TEK, #7 HEAD, FASTENAL SS 51 S-1505 IREINF. CASE. SASH KEYMARK ALUM 5WGa CWS-161 REV.: D 52 S-6064 IGLZ BD., 7/8" MIKRON PVC NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063 T6 UNLESS OTHERWISE NOTED. SCALE 2 1 SHEET 40176 12 1/2" MAX. O.C. (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.) 10" MAX. O.C. (TYP-) SEE NOTE 2 12 1/2" MAX. O.C. (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.)7r I i i I X � I ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 72" 14 3/4" i MAX. O.C. (TYP) X INSTALLATION ` ANCHOR (TYP.) 8" MAX. O.C. (TYP.) 4" MAX. (TYP.) — 4" MAX. (TYP.) 7 SEE NOTE 2 MAX. O.C. (TYP) ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 63" INSTALLATION ANCHOR (TYP.) SEE NOTE 2 N I N I I I'� 6" THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 72" 8" MAX. O.C. (TYP.) 4" MAX. (TYP.) 4" MAX. (TYP.), 8" MAX. O.C. mP.) —INSTALLATION ANCHOR (TYP.) NOTE 2 6" THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 63" •••• • • • 0 0 • • 1. INSTALL ONE ANCHOR AT EACH INSTAOL4101111 LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SAI;*A%RI!Q AT EACH'9NLATION jl(r:%eR 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 COWSTRyC•TED OF IQ gF&N ITY PLA TrG P*WTTER. WOOD SHIMS ARE NOT ALLOWED. • 3. ANOHIC41PE, SIZE, SPIAC INS AND EMBEDNIE?J� SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. A:LdWJQ .ATION ANOCHOIAUST BE 1VOOttF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTESTED TO PREVENT REACTION• • • • • 5. 1INMIlLtA ON ANC dRSL BE IN%e;Gh�RNCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SP IED IN TABL 1•S 2SH 6. • • • 6. AM(iF"EiHBEDMENlb7ADl !)BSTRATE SMALL 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 H(118 t/ 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. B. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, 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) owz§%ffl WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W. CWS.CC 8400 PVC CASEMENT IMPACT Q �: QZ3: F WJO cowCI6 Z W❑ W ZOZ uL W Z O- 3: � x Z zmm<ww00 O 8wl 20Hu~ia Z0N z 9 0Utn??Uln Q F?LLg�OL�Z Y Q�pw—x0— � W ' w w w o W w W Ix =d w0�cn O wl-Oa, wxou ow a r3wa ;t-71 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE & NOTES ADE 1 05/05/07 CWS-161 D ALESHEET 1:20 5 OF 6 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. MIN. EMBEDMENT SEE TABLE 1 INTERIOR 114" MAX. SHIM SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1f 4: 0 x MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT PERIMETER SEALANT SEE TABLE i INSTALLATION ANCHOR BY INSTALLER SEE TABLE 1 INSIDE AND OUTSEALANT BHIND FLANGE BYENSTALLER I I I 1/4" MAX. SHIM �nn PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INTERIOR ! a 1 HORIZONTAL SECTION INSTALLATION ANCHOR 6 SEE TABLE 1 TYPICAL JAMB ANCHORAGE � t 114" MAX. SHIM SEALANT BEHIND ` u FLANGE BY INSTALLER �C= PERIMETER SEALANT MIN. EMBEDMENT BY INSTALLER • • • SEE TABLE 1 INSIDE AND %T • • SUBSTRATE BY OTHER • SE& I?LC? • • • MIN. EDGE DIST. SEE TABLE 1 SEALAWSCREW • t • • • • IUNTER H V p R q VERTICAL SECTION • • • • • • 6 TYPIOAZ SILRANCHORAGE ••••• •••• •••••• ••••• •• • •••• 1 11+11 F I W • • • • • 111ABO 1: APPROVED INSTALLATION FASTENERS FRAME TYPE41 SUBSTRAT`TYPE • • • • • • ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. F CONCRE .0 I MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3116" 17W TAPCON 1" 2" FLAN✓pE CONCRETE (2.85 KSI MIN.)• • • 3/16" ELCO ULTRACON 1" 1" FLA GROUT- I U (ASTM -90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE &1�� 2X MIN. S& IRN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-318" 7/8" FLANGE 2X MIN. 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-FLEX OR 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 -PINE -FIR (G=0.42) #8 WOOD SCREW 1-1/2" 7/16" WINDOW SYSTEMS 11 MIN. EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 BY OTHERS OCALA, FLORIDA 34474 1/4" MAX. SHIM �I SEE TABLE 1 WWW CWS.CC D SEE TABLEDMENT 1nI^1I "00 PVC CASEMENT IMPACT Q 3: aZ3: Q W PERIMETER SEALANT Z w J c w BY INSTALLER ✓O INSIDE AND OUT W 0 Z O Z Ix- F Q tq } O Ir 3 m INSTALLATION ANCHOR LL Z Z= Q(x W 0 0 SEE TABLET O Up OF- OVQ=F,cr Z Z I. a SEALANT BEHIND FIN BY INSTALLER Z I. 7 0 Z O U' U V ZO C HORIZONTAL SECTION } m LL Q 3 Wp w o z 6 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION M Q I- U H p w � y 0 � O I Fx Z LL V1 W �OJfq~ a O NOTE: ADDITIONAL THRU-FRAME ANCHORS a - = x ~ (AS SHOWN IN DET. B/6) REQ'D AT THE HINGE a F a w � d SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. PERIMETER SEALANTS V BYINSTALLER INSIDE AND OUT p 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. ';�- �e_ 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS ADE 05/05/07 /G# REV CWS-161 D ALESHEET 1:2 6 OF 6 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3 80-1574 FBPE C.O.A. #29779 Evaluation Report 161D August 28, 2017 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`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 61h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-161D, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3673-1, -IA, -2, -2A, and NCTL-210-3674-1, -IA, -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/LS.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161D, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-161D. 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 be fully tempered when used in HVHZ above 30 8 of grade • Requires max. glass daylight sizes as shown in CWS-161D • 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 Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. #16-1117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA #17-0206.1W t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`h Ed. (2017) 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 manufq jtujjW jr 4istrjbut ng prpoucts for which this report is being issued. I do not have, nor do I intend to a4uire, nor %al taCgitr�, $ financial interest in any other entity involved in the testing or approval process 6%his•product : : V: • • •• ••• •• • • • •• t=��•ttrrrrrti�� Lucas i NP• 58tL1• i"± • • • i i s' -' • 8'/28/2017 Turner *. • ••*' • w = ; a? Lucas A. Turner P.E. 2017-08-30 : :, STATE OF ; W ' 16:01 +20:00 ��.�" �+ y •�w'„ • • FL. PE #5 8201 arr�artx •� •:• :• •: Florida Building Code Online Page 1 of 5 e }4'-t--. iYLG✓ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats &Facts ( Publications Contact Us BCIS Site Map Links Search dba 505 L Product Approval r UPSER: Public User '— #� Product Approval Menu > Product or Application Search > Application List > Application Detail r+'' 77 0 FL # FL15054-R7 / Application Type Revision Code Version 2017 Application Status Approved 15, /1 I Comments Archived `..� is, o—0 l Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd. tampa, FL 33610 (813)626-6000 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15054 R7 COI (d) Certificate of Independence.pdf Referenced Standard and Year (of Standard) Standard AAMA/W DMA/CSA101/I.S.2/A440 AAMA/W DMA/CSA101/I.S.2/A44l0 AAMA/WDNW/ISAlOi/I1.2:A4it0• i i ••• • •• • • • • • ASTM E188% • • • • • • •••• • ASTM E19p6 • • • • • • • • • *00 ASTM E1996 ASTM E1996 TAS 201,4li?02,aiX@ • 000 • • • • • • • • •• • • • • • Equivalence of Product Standards • • • • • • • • • • • Certified By Florida Licensed Professional Engineer or Architect n FL15054 R7 Eauiv (a) Eauivalecv of Standards.pdf ••• • • • • ••• • • • • • • • • • • • • •• •• • • •• •• •• ••• • • • ••• • • • https:Hfloridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquS73 Fr2ZyiP18Ew9 Year 2008 2005 2011 2005 2006 2008 2009 1994 2/25/2020 Florida Building Code Online Page 2 of 5 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/19/2019 Date Validated 06/19/2019 Date Pending FBC Approval 06/25/2019 Date Approved 08/13/2019 Summary of Products Go to Page 19 0 O Pagel/ 20 0 FL # Model, Number or Name Description 15054.1 a. DuraGard Fixed Window Extruded Vinyl Direct Glazed "Non -Impact' Fixed Window utilizing a Nail Fin Installation (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R7 II (a) Inst 15054,1.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15054.1 for Design Pressure Ratings, any FL15Q54 R7 AE (a) Ev_aI 15054.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.2 b. DuraGard Fixed Window Extruded Vinyl Direct Glazed "Non -Impact' Fixed Window (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No f:_L15054_RI II_ja)._Inst 15Q 2 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15054.2 for Design Pressure Ratings, any FL15054 R7 AE (a) Eval 15054.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.3 c. TrustSeries Fixed Window Extruded Vinyl Direct Glazed "Non -Impact' Fixed Window utilizing a Nail Fin Installation (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R7 II (a) Inst 15054.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15054.3 for Design Pressure Ratings, any FL15054 R7 AE (a) Eval 15054.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.4 d. TrustSeries Fixed Window Extruded Vinyl Direct Glazed "Non -Impact' Fixed Window (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R7 II (a) Inst 15054.4.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15054.4 for Design Pressure Ratings, any FL15054 R7 AE (a) Eval 15054.4.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.5 e. Sashlite Fixed Window Extruded Vinyl Sash in Frame Glazed "Non -Impact' Fixed Window utilizing a Nail Fin Installation (O configuration) Limits of Use • dnstaILtioninstr. ctions Approved for use in HVHZ: No • • :ELl,"3 4 55 7!IIO(��InSt.15054.S.pdf Approved for use outside HVHZ: Yes • •Ve•ifiad 8y: lyndor•F. Schmidt, P.E. 43409 Impact Resistant: No • • • •CredtOd byIndc�eRdellt•Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15054.5 for Design Pressure Ratings, any FL15054 R7 AE (a) Eval 15054.5.odf additional use limitations, installation instructions artd pr"rst Crewed tWeIpdeperydWot Third Party: Yes particulars. • • • 1 • • • • • 15054.6 f. Sashlite Fixed Window • • • • • • ExtjyAd OW11 Sash ip '�rAWIGlazed "Non -Impact' Fixed Window (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No • • • • FLi50CD4.R7• ii Jaui clnst 1.5054.6.odf • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https:Hfloridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPl8Ew9... 2/25/2020 Elorida Building Code Online Page 3 of 5 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15054.6 for Design Pressure Ratings, any FL15054 R7 AE (a) Eval 15054.6.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.7 g. DuraGard Fixed Window Extruded Vinyl Direct Glazed "Impact" Fixed Window utilizing a Nail Fin Installation (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R7 II (a) Inst 15054.7.1)df 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 15054.7 for Design Pressure Ratings, any FL15054 R7 AE (a) Eval 15054.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.8 h. DuraGard Fixed Window Extruded Vinyl Direct Glazed "Impact" Fixed Window with Flange (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R7 II (a) Inst 15054.8.pdf 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 15054.8 for Design Pressure Ratings, any F11124 R7 AE .(a) Eval 15054.1,pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.9 i. 4600 Fixed Window Extruded Vinyl Direct Glazed "Non -Impact" Fixed Window utilizing a Nail Fin Installation (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054,.._R7 II__(a)_Inst 15054.9,pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15054.9 for Design Pressure Ratings, any FL15054 R7 AE (a) Eval 15054.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.10 j. 4600 Fixed Window Extruded Vinyl Direct Glazed "Non -Impact" Fixed Window with Flange (O configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15054 R7 II (a) Inst 15054.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Inst 15054.10 for Design Pressure Ratings, any FL15054 R7 AE (a) Eval 15054.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.11 k. 4650 Fixed Window - Impact Extruded Vinyl Direct Glazed "Impact' Fixed Window utilizing Rated - HVHZ I a Nail Fin Installation (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15054 R7 II (a) Inst 15054.11.1)df 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 15054.11 for Design Pressure Ratings, any FL15054 R7 AE (d) Eval 15054.11.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.12 I. 4650 Fixed Window - Impact Extruded Vinyl Direct Glazed "Impact' Fixed Window with Rated - HVHZ Flange (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes •. . FI-15054 RJ 1To(a),Inst.15054,12.pdf Approved for use outside HVHZ: Yes • •Jefifi0d f : PynllorPF.6chmidt, P.E. 43409 Impact Resistant: Yes • • ::r%a19f1 liy I:d4jIrjdeMt•Third Party: Yes Design Pressure: N/A • Evaluation Reports • Other: See INST 15054.12 for Design Pressure Ratings*, anf IFL15M4 R*/ AE• A CA 15054.1.2,pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. • ••• • ••• ••• • 15054.13 m. 9600 Fixed Window • • • Exhudod Visyl DirectGiazod Ion -Impact' Fixed Window _ Etilizlh§ a14a1 Fi% Iristallatibnt(O configuration) Limits of Use • • Installation Instructions • Approved for use in HVHZ: No FL15054 R7 II (a) Inst 1.5054,13.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No • • • • Crdatdd by I14Aependent Third Party: Yes • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https:Hfloridabuilding.org/pr/P _app_dtl.aspx?paratn=wGEVXQwtDquS73Fr2ZyiPl8Ew9... 2/25/2020 Florida Building Code Online Page 4 of 5 Design Pressure: N/A I Evaluation Reports Other: See INST 15054.13 for Design Pressure Ratings, any FL15054 R7 AE (a) Eval 15054.13.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.14 n. 9600 Fixed Window Extruded Vinyl Direct Glazed "Non -Impact" Fixed Window with Flange (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R7 II (a) Inst 15054.14.i)dF Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15054.14 for Design Pressure Ratings, any FL15054 R7 AE (a) Eval 15054.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.15 o. 9650 Fixed Window - Impact Rated Extruded Vinyl Direct Glazed "Impact" Fixed Window utilizing a Nail Fin Installation (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R7 II (a) Inst 15054.15.pdf 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 15054.15 for Design Pressure Ratings, any FL15054 R7 AE (c) Eval 15054.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.16 p. 9650 Fixed Window - Impact Rated Extruded Vinyl Direct Glazed "Impact" Fixed Window with Flange (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R7 I11bj._IOst 15t75 t.,_10.,.ndf 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 15054.16 for Design Pressure Ratings, any F11.5054...._R7..._AE......{ci). Eval 1505 I,_16..pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.17 q. 9650 Fixed Window - Impact Rated - HVHZ Extruded Vinyl Direct Glazed "Impact" Fixed Window utilizing a Nail Fin Installation (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15054 R7II(a)_In_�115.QS�_.17.pdf 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 15054.17 for Design Pressure Ratings, any FL15054 R7 AE (c) Eval 15054.17.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.18 I Rated 0 FixeHVHZ Window - Impact Flange (O Extruded Vinyl r Direct on) Glazed "Impact" Fixed Window with Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15054 R7 II (a) Inst 15054.18.pdf 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 15054.18 for Design Pressure Ratings, any FL15054 R7 AE (c) Eval 15054.18.1)clf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.19 s. 4800 Twin Mulled "Common Extruded Vinyl Direct Glazed "Non -Impact" Integral Mulled Jamb" Fixed Window "Common Jamb" Twin Fixed Window with Flange (O/O Vertical or Horizontal configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054._R_7_ ilia) Ins 15 L! 4.19.pdf Approved for use outside HVHZ: Yes • • • •VeIijfiV By; LyrWoryF. Sjlynidt, P.E. 43409 Impact Resistant: No • Created by IAA endeRt Third Party: Yes Design Pressure: N/A • • IV41804 110464 • • Other: See INST 15054.19 for Design Pressure Ratings,eny •FL1r50S4.R7•AE• (aa Eval•15054.19 pdf additional use limitations, installation instructions and }odu&t treal& byIndeperteWThird Party: Yes particulars. 15054.20 I t. 4800 Mulled "Common�ftb"•• I Ext Lfdsd TAT Direct"azS&'Non-Impact" Integral Mulled Fixed Window • • • 'Cojnnjon Jamb" Triple�ixed Window utilizing a Nail Fin • • • tnstaflatio% (O/O/O WerticaR oAHorizontal configurations) Limits of Use • Installation Instructions • Approved for use in HVHZ: No FL15054 R7 II (a) Inst 15054.20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No • • Created b✓ Independent Third Party: Yes • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPl8Ew9... 2/25/2020 �jNewSouth Wl NDOW SOLUTIows 4901 �Ivd., pa, FL33610 9650 Fixed Window Impact Rated - HVHZ w/ Flange GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition 12017) Florida Building Code (FBC) structural requirements including the'Nigh Velocity Hurricane Zone" (HVHZ). 2. Pjoduct ancbarS, al be as Iged a%d spaced as shown on details. Anchor embedment to • • • •trse materia shag be beyonAwdO dressing or stucco. • • • • • • 4.• -When used I. the *ZHZ" this product campges with Section 1626 of the Florida Building Code • • and does not rpqu're an impchrisrA covering. • • A! •V►hen usel in outside o tM&"UVW requiring wind bane debris protection this product • • • owmplies %;A* .Sections 11 ?iW,i01.2.1.2 and does not require an impact resistant • covering. Th' oduit meets missile level "D' and includes Wind Zone 4 as defined in ASTM • • • •�996 and.- S@ctrpns 1609.6fT&•f%1.2.1.21. • •• ... • 3.• •FEr 2x stud frary ing constnucticyyc :T ing of these units stag be the some as that shown for 2x buck masonry construction. • ••••• •• • •••••• • 4. Site cond'rt . thai deviate fr•m the details of this drawing require further engineering analysis • tr a licenseq UgVpeer or regRtir@d ortitect. 7. This product fhMf ater inrdtration requirements for "HVHZ". TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general rotes 2 Horizontal cross sections 3 Horizontal cross sections 4 Buck anchoring 5 Frame anchoring 6 Bill of materials, components & glazing details 61" MAX. OVERALL FIN WIDTH ---- 60 MAX. OVERALL FRAME WIDTH z p i o � � t 1 i C-11 61 bass NOTE: VERTICAL ORIENTATION SHOWN (HORIZONTAL ORIENTATION ALSO APPROVED) MAX. OVERALL MAID OVERALL. MAX DESIGN PRESSURE FLANGE FRAME DAY UIE GLASS VSF) DIMENSION DIMENSION DIMENSION TYPE POS. 37.1'X 7&1" 36.0'X 72.0" 31.75" X 67.75^ Gl +70.0J]INIEG. 70.0 61.1"X8S.1' 60.0'X 84Z 55.75' X 79.75" G2 +60.060.0 Note: This product is not approved for use above 30 feet in the "WHIT', are, 6/26/15 N.T.S. Doc. BY: JK CHK. BY: LFS FL-15054.18 EFT 1 or 6 ' ..1111yaoMIN. • • FMB. (TYP.) • • • • • . p • l • 1 • D, .a 1 HORIZONTAL CROSS SECTION 2 2X Buck Masonry Construction INTERIOR EXTERIOR NOTE: Sheet Metal Screws must 1_t/ penetrate a min. of 3 threads EME ttvouah metal. INTERIOR TERIOR a a —0 fill it, ss s\\\\ o n i U N E alnro z'oti maim V r mda� 3d Gl 62 4 HORIZONTAL CROSS SECTION ExtERIR o 2 2 Shown D'rect to Masonry z 3 HORIZONTAL CROSS SECTION EXTERIOR J ^' ' 2 Shown w/ Steel Stud Framing Option E U 6 � o a n a a 1-T/- EMB 2 HORIZONTAL CROSS SECTION 2 1 X Stud Construction VTERIOR FXItKKJK &: N.T.S. e. Br: JK X Br: LFS ; MNC NO: FL-15054.18 n e eer _L OF 6 •• • • •.IrWMIN. B • EMB. (TYP.)169 • I • C • i .... . r • 000 � • • • a • • . • ••.• •• • • • o • p •..a 1 HORIZONTAL CROSS SECTION 3 2X Buck Masonry Construction INTERIOR EXTERIOR NOTE: Sheet Metal Screws must 1-111" penetrate a min. of 3 threads EMB. I tftugh metal. 3 HORIZONTAL CROSS SECTION EXTERIOR $ Shown wt Steel Stud Fronting Option MAX. DESIGN PRESSURE FOR ALTERNATE ANCHORING LOCATION SHOWN ON THIS SHEET ±65 PSF (UP TO W X 7Z' FRAME SIZE) ±50 PSF (UP TO 60" X 84" FRAME SIZE) 1-11A EMB. TERIOR �U•� : 2i1p�n IIfIf/fll*1 1^ `` O q o Z UNcp• N e v U Z{ N$ c °1 9 m a Wm IL •[ � d IL o: c z 4 HORIZONTAL CROSS SECTION EXTERIOR 3 Shown Dkert to Mowry 2 HORIZONTAL CROSS SECTION 9 I X stud Constuction VTERIOR C I CKC K A N.T.S. G. er. A K. sr: LFS AW*4 NO.: FL-15054.18 EET 3 OF 6 18.5' MAX. , ' O.C. (TYP.} Wt111413 MASONRY 0000 OPENING L. • • •••• • . •• . .; • • • ••••• •••• •�.�•'•`'a'• ••••• •• • •••• • • • • • • • • • BUCK ANCHORING •••••w • • • • • • • • • 60" x 84" MAX. FRAME SIZE • •••••• •• • •••••• •r-ONCRETEANCI%R Nb1Fl • • • 1 •Concrete anchor tocatlons at the coimerammay Ye adjusted to maintain the min. • • edpB &Mane to III&*$Dints. • • Z Concrete onchorlgcptted as "MAX. ON CENTER" must be adjusted to maintain the min. eddggee once to mwtarjoints, additional concrete anchors may be requ/ed to enane the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table., ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW • T/r 1-1/r r r TAPCON ELCO T(�. 1•T(r 1" r ULTRACON WVVV 5GREW INS IALLAIIUN NVIM 1. Maintain a minimum 5(8" edge distance, I" end distance, 3 i"o.c. spacing of wood screws to prevent the spotting of wood. �• a r _ a 4" (TYP.) _ 4" m'P } i�Y •..... ..• own • ' fill lit ►►► , U c z • _� � c�V��S 9moa d V V 8 �a 2X BUCK 0 — Ct k IL E j tjA BUCK ANCHORING 36" x 7T MAX. FRAME SIZE L 5 � O Z 2 ml m VUZ ALE: N.T.S. e. W.. JK x. ar: LFS AVIM NO.: FL- 15054.18 EEr 4 or 6 10.8' MAX. O.C. (TYP.) FRAME (r 1 STEEL STUD(TYP/.) 2X BUCK MASONRY OPENING •••••• • •• • • • •••••• • •• • • • sense: FRAMEANCHORING ••••• •••• ••••• • • 6(" x 84" MAX. FRAME SIZE ••••• •• • •••• • • • • • • •• •••••• •• • •••• •CONCRETE ANCHOR NOFES! I, to or t the cor f rs SAN adjusted to mantain the min. • i�t4yc�jstance to rqp" joints. • • 2 Concrete anchoNocotbns noted as MAX. ON CENTER" must be odjusted to maintain the min, ef"Wance to mortarjoints, oddfilonal concrete anchors may be required to ensure the MAX, ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ;ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHORITW TAPCON ELCO 1/4" 1-1/1" i" 4" ULTRACONa I WOOD SCREW INSTALLATION NOTES: I, Moinfoln a minimum 5/8" edge distance, I"end distance, 8 I" o.c. Spacing of wood screws to prevent the splinting of wood. (TYP.) 2X BUCK MASONRY OPENING ) Iy-" E ICA I BHL 2X BUCK 1XBUCK DIRECT TO MASONRY STEEL STUD FRAME ANCHORING 36" x 72" MAX. FRAME SIZE ```````�t►t►*Till ''III/!! *• ti ��,` Z0On q zo Rr S Lqp •• Z -p zo pm• o Z L� S� z z e - M N N Q F m z N Z tat a ALL N.T.S. PG. BY. JK m sc, By. LFS 3 uwwc Na: a FL-15054.18 0 EEr 5 or 6 BILL OF MATERIALS REM 0 DESCFJPWN MATEMIAL A 1 X BUCK (SG >= 0.55) WOOD B 2X BUCK (SG >= 0.55) WOOD C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F #10 X 7' PPH SMS (1-1/6' MIN. EMBEDMENT) STEEL HWH ELCO OR ITW CONCRETE SCREW STEEL 1/4X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL STEEL STUD Min. Thk.033" (ASTM A653 GRADE 33 Fy--33 ksi min., Fu=45 Id min.) STEEL r1/4"X3-1/4" # 10 PPH SELF -DRILLING SMS STEEL #10 X 2" PPH SMS (1-1/2" MIN. EMBEDMENT) STEEL EXTRUDED VINYL FRAME (437)` RIGID PVC 2 EXTRUDED VINYL GLAZING BEAD (736A)" RIGID PVC 12 FRAME ADAPTER RIGID PVC ' THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". •••••• • •• • • • •••••• • •• •• •• ••••• •••• am" BITE 00000 • • MAZING SEAP" • 000 • • • • • •:SIKAFL.EXt.% • • • • • ••• • • •••••• •• • ••• • • •• • 7o* • • •�, •••••• •••• • • • 7/8" O.A. GLASS THK. —1 /8" ANNEALED GLASS — 0.09(rSAFLEX® PVBINTERLAYER �-1 IT ANNEALED GLASS AIR SPACE 1 /8" ANNEALED GLASS ALUM. SPACER GLAZING SEALAI (SIY.AFLEX-552) WWA —2.14"- 1.64" Gl GLAZING DEUIL G2 GLAZING DETAIL NOTE: GLAZING > 36" WADE REQUIRES TWO 12) SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 N 0.045" 2 GLAZING BEAD " OA. GLASS THK. sn v"• � � z o n �%��``` m d n_ Ri E le a w o o` maa� aZ 12 fItAME ADAPTER 1/8"ANNEALED GLASS 0.105'SENTRYGLAS•INTE LAYER 1/8'ANNEALED GLASS AIR SPACE 1/8" ANNEALED GLASS IM. SPACER ALL N.T.S. c 9Y: JK n N. BY: LFS 3 MMNG NO.: R n FL- T 5054.18 a N Err 6 OF 6 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vairico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category NewSouth Window Solutions 9650 Fixed Window Windows Fixed 4901 Oak Fair Blvd Impact Rated - HVHZ Tampa, FL 33610 w/ Flange 513) 284.0129 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for NewSouth Window Solutions, based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ", this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 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 FBC Sections 1609.1.2.2 & R301.2.1.2.1. 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-15054.18 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ". 8. See drawing FL-15054.18 for size and design pressure limitations. Supporting Documents: 1. Test Resort No. ATI C9933.05-401-18 TEL 02031566 Test Standard TAS 201, 202, 203-94 TAS 201, 202, 203-94 Testing Laboratory Signed by Architectural Testing, Inc. Shawn G. Collins, P.E. Testing Evaluation Labs. William B. Shelton, P.E. 2. Dade County NOA Materials 17-0712.05 Saflex PVB Interlayer (Eastman Chemical Co.) 17-0808.02 SentryGlas Interlayer (Kuraray) 3. Drawing No. Prepared by • • • No. FL-15054.18 RW Building Consultants, Inc. (CA #9813) • • • • • • 4. Calculations Prepared by `10�E�a►t+�►g�� Anchoring RW Building Consultants, Inc. (CA #9813) ��F. � ...... ASTME 1300 Glass Load Lyndon F. Schmidt, P.E. • iig% •?;a. \CF./va'..�. 5. Quality Assurance a •i • No 434@9 Certificate of Participation issued by National Accreditation and Managemere: • • • • • • • . • Institute, certifying that NewSouth Window Solutions is manufacturing products within a quality assurance program that complies with ISO/IEC * .STA?6 6tF• • 17020 and Guide 53. .� • • • •� "ice w�1'•� � •• • Q' � Sheet 1 of 1 ��I��+'il.'.1:�•J 6itrned & Sealed by • Pradon F. Schmidt, P.E. • Signed & Sealed by ..,Lyndon F. Schmidt, P.E. o • • • Lyndon F. Schmidt, P.E. • FL PE No. 43409 • 2/5/2018 a Florida Building Code Online Page 1 of 5 �aRaw= 41bfm BCIS Home Log In User Registration Hot Topics bProduct Approval ro USER: Public User f Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval Menu > Product or Application Search > Application List > Application Detail • l�,r •'a 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 FL16851-R7 Revision 2017 Approved NewSouth Window Solutions 10741 Crossroads Commerce Blvd. tampa, FL 33610 (813)626-6000 danochstein@newsouthwindow.com Vivian Wright rickw@rwbldgconsultants.com Windows Single Hung a� Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt PE-43409 National Accreditation and Management Institute 12/31/2020 Ryan J. King, P.E. .�7- Validation Checklist - Hardcopy Received FL16851 R7 COI (d) Certificate of Independence odf Referenced Standard and Year (of Standard) Standard Year AAMA/ W DMA/CSA 101/I. S.2/A440 2011 AAMA/ W DM•• A/CSA 101/I.• S.2/A440 ••• • 2008 • • ASTM E1896 • • • • • • • • •• • 2005 ASTM E1996. • • • i • • • 2006 ASTME19a`a a•: ••• ••• 2009 TAS 201, 202, 203 1994 Equivalence of Product Standards • ••• • • • ••• •• • . ••• • • • • Certified By 0 0 • • • • • i • • • • • • • • • • • • • • • • Sections from the Code ••• • • • • ••• • • • • • • • • • • •• •• • • • ••• • • • ••• • •• • • • •• • https:Hfloridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtmmTSTNdVPsacfo... 2/25/2020 Florida Building Code Online l Page 2 of 5 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page Method 1 Option D 06/07/2018 06/26/2018 06/27/2018 08/15/2018 0 0 Pagel/20 0 FL # Model, Number or Name Description 16851.1 a. 9400 Single Hung Window Extruded Vinyl "Non -Impact" Single Hung Tilt Window New Construction with Nail Fin (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 II (b) Inst 16851.1_pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16851.1 for Design Pressure Ratings, any FL16851 R7 AE (b) Eval 16851.1.Rdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.2 b. 9400 Single Hung Window Extruded Vinyl "Non -Impact" Single Hung Tilt Window with Flange (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 II (b) Inst 16851.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16851.2 for Design Pressure Ratings, any FL16851 R7 AE (b) Eval 16851.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.3 c. 9450 Single Hung Window Extruded Vinyl "Impact" Single Hung Tilt Window New Construction with Nail Fin (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 II (b) Inst 16851.3.pdf 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 16851.3 for Design Pressure Ratings, any FL16851 R7 AE (b) Eval 16851.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.4 d. 9450 Single Hung Window Extruded Vinyl "Impact" Single Hung Tilt Window with Flange (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 II (b) Inst 16851.4.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 16851.4 for Design Pressure Ratings, any FL16851 R7 AE (b) Eval 1.6851.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.5 e. 9450 Single Hung Window Impact Rated - HVHZ Extruded Vinyl "Impact" Single Hung Tilt Window New Construction with Nail Fin (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16851 R7 II (b) Inst 1685.1.5.pdf 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 JEORIuSQtjlt Reports* • • • • Other: See INST 16851.5 for Design Pressure Ratings, any •C_L36$511R7�.Q..._.( )._E�va1*16Z545.pdf additional use limitations, installation instructions and product CrgatedrD• y Ird@peltdent V*rd Party: Yes particulars. • • • • • • • • • • • • • • • • • • • 16851.6 f. 9450 Single Hung Window Impact Extruded Vinyl "Impact" Single Hung Tilt Window with Flange Rated - HVHZ • (O" 0configuptiorl)• • 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 16851.6 for Design Pressure Ratings, any nstahatiorrIrtctrustions • - FI�51• R7 1 Inst 4_68+51.6,pCf • Verfied By:4#ndonj'S Wr;`i ,•P.�•43409 Created by Independent Third Party: Yes Evaluation Reports EL16851 R7 AE (b) Eval 16851.6.odf I Ne4ed by jnd;p0dL?41'hi=d Part:: Yes • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https:Hfloridabuilding.org/pr/Pi _app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfo... 2/25/2020 JNewSouth WINDOW SOLUTIONS 4901 Oa =ar (vd., Tampa, FL 33610 9450 Single Hung Window IMPACT RATED - HVHZ w/ Flange GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC), including the "High Velocity Hurricane zone' (H*ttr • • • • 2' Product 4 hors shall bees !sled and spaced as shown on details. Anchor embedment to base matef6l shalrbe beyond wan dressing or stucco. ••••• • •• • • • 3. When use4in the "HVHZ" �lys jyq�ct complies with Section 1626 of the Florida • 0 • BuildingCocipjand does not requ've an impact resistant covering. •• •• • • • • • • ;4: • For 2x std1M' eMing constRittlbA,"choring of these units shaft be the same as • • • • • that showm for 2x buck mawsw construction. • • OM : Site conditions that deviate t•rorr`the details of this drawing require further • • • enginee::g analysis by d� Crt>t�dengineer or registered architect. • • • • •• • •• • •• ••••• • • • • • At OF CONTENTS SHEET# 4 IINCRIPTION 1 Typical elevations, design pressures & general notes 2 Vertical & horizontal cross sections 3 Vertical & horizontal cross sections 4 Buck & frame anchoring 5 Components_-- 6 Bill of materials and glazing details 55' MAX. OVERALL FLANGE WIDTH 54" MAX. OVERALL FRAME WIDTH Q-J, I CA IasS ��ti11Tr a , f7 1� U o « ZU t maa �i 0 MAX. OVERALL MAX. OVERALL MAX MAX DESIGN PRESSURE FLANGE FRAME DAY LITE DAY UTE GLASS (PSI) DIMENSION DIMENSION TYPE POS. NEG. DIMENSION DIMENSION (OPERAU 4 (FIXED) 55.0" X 77.0" 54.0" X 76.0" 07 25 x 34 38" 49.75" x 34.b" Gt, Q +55.0 -45.0 3LL0" X 63A• 37.0" X 62.0" 30.2.r x 27.3r 32.75" x 27.5" GT, G2 +65.0 -85.0 Note: This product, when used with Gt glazing, is not approved for use above 30 feet in the "HVHZ". DATE: 2 19 14 Z,, N. 5. owc. er: JK c�nc, er; LFS FL— 16857.6 'I —L O 6 a NOTE; Sheet Metal Screws must �0��`►►►► * penetrate a min. of 3 threads , — � A. K through at least 2 sheets of metal. E W. ig :►r z� � 1 v v 2 21 z i�i'� •.' •... ..• �.�� m p 2 2 INTERIOR D �►.� H ro 2 /1 F W �rrrq n►► g M .. z N• po —E; p ■ B Ci 9m [W C CSoa 1z / 2a "' 14 3 � 12 11 SEE NOTE 1 0 o Z G1 G2 2 EXTERIOR G2 GI 3 a� 10 0 J =w N (r4� HORIZONTAL CROSS SECTION m u' 3 Q Metal Stud ConshuctI. LU J Note: 2 N V (j INTERIOR LL 1. Lock and keeper located T' from U f n o' 3 each end of lock/meeting rag. E 6 U 0 EXTERIOR ' a v ....__ • •RIt4" MIN. 20 InPIG2 GI u go • •• • C o n� o ***see •••• C • • 1 • INTERIOR 1 N N o N • • iB 4 iB 22 0 13 3 Z •i•••• °V : •• P GI G2 21 w$U�w 2 b ••••• • N ej 24 �4 k a ••• •• •• � e �ON� V <S •••i•• • F 2 x yyy W 8 • • • ••� • • � o 5 C k'oo�k <nodo� • • • • •• B jai<:zi i am • 1 0m z �•• • 3 v a•1N-0, � E ° ° DATE 2 19 14 z_° �./ • ° SCALE N.T.S. v EXTERIOR 'A GI G2 2 1-114"MIN. 8Y: JK m 2 EMS. PP.) Crm, ey: LFS 3 z�1 HORIZONTAL CROSS SECTION (2� HORIZONTAL CROSS SECTION %3� VERTICAL CROSS SECTION Dwa�c No.: a n 2 2X Buck Masonry Construction $ 1 X Buck Masonry Constnx.Nlon 2 2X Buck Masonry Construction FL-16851.6 0 4 SKET 2 OF 6 H NOTE: Sheet Metal Screws must TK �ttuoutr at least 2 sheetsthreads OE a '•� o e �� 3 f 3 INTERIOR ''i,�, '•... .•• ``,```�� N >° o 4 � 3 /� 1 L +++n m 8 `' Z C B \ N �. `o� alto aaLD Z =W 3 2 3d X 14 12 11 SEE NOTE 1 0 o Z -- 2 "�XIERIOR G2 Gi 3 a� 10 cD r x w 4 HORIZONTAL CROSS SECTION z mN • • • • 3 3 Metal stud Construction te: • • 3 `� � �� N • • • • • INTERIOR z �" • • and keeper located 7" Ill • • n o •each end ai 1lck/mleting roll. • • - o • • • • • • • • ; • ; ±55 PSF EXTERIOR 6 ' K a • 1-114" MIN! • • • • • MAX. DESIGN PRESSURE FOR ALTERNATE 2O y > rm • • • • •)• El (TYP.) • • • • ANCHORING LOCATION SHOWN ON THIS SHEET i O 9 (TyP) w (FOR FRAME WIDTH > 37" OR FRAME HEIGHT> 621 ( G2 G1 8 m o j Yt N� • • • • ° • • • • • 1t INTERIOR 1 C ®� N 3 � N • • •• • 4 4 18 22 i 13 18 ••••� •� • L •21 G1 G2 21 g wg�<w Z 30 v_) • • L ox.zo ly so •••• •• � z omnN=ro O NIT tp � 3 E ° ogre: 2 19 14 Z • ° Sl, N.T.S. D G1 G2 EXTERIOR 2 D 1.1/4"MIN. ° o>w. er: JK rD 2 EMB. (TYP.) CHIC. er. LFS 3 E 1 HORIZONTAL CROSS SEVION �1 HORIZONTAL CROSS SECTION r3 VERTICAL CROSS SECTION DMWM W : of 3 2X Buck Masonry Construction 3 1 X Buck Masonry Construction 3 2X Buck Masonry Construction a FL-16851.E 0 SHEET 3 or 6 p 3 EQ. SPACES (TYP.) - � d SASH 2X SUB BUCK MASONRY p OPENING • 1YP gr • • • • —_— SASH • oeso ••••• •• • •••• • • • • SUCKANCHOMNG • •••••• •• • •••••• • CONCRETE ANCHOR NOTES: • • • • • •1!C a anchor pf the comers mayte adjusted to maintain the min. edge distance ta ryG{firjoinls. 2 Concrete anchor locations noted as"MAX ON CENTER' must be adjusted to maintain the min. edge distance to mortwjoints, addiHond concrete anchors may be required to ensure the IMAX. ON CENTER" dimension are not exceeded. 3. Concrete anctror table_ ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITIN • TAPCON T/ 4" 1-1/4" ? 4" ELCO 1/4" 1-1/4" ULTRACON® WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance. )"end distance, d I"o.c. spacing of wood screws to prevent the spMftg of wood. FRAME 2X SUB _ BUCK MASONRY OPENING I I" MAX. O.C. ++ 6" mP.) l+c�a F L 2X BUCK - SASH D I X BUCK K STEEL STUD 11 TYP. All I I[+,, ?I � e�l FRAME ANCHORING I/ * �Y �j��i �'t�W1► .� N •- E im�� §o s 8 zo it Y., 3 3 L•+ _ � •pI i m V m t. 2119114 VE N.T.S. s. Br: JK c. BY. LFS MM wo, FL-16851.E :ET 4 or 6 1.64" � `(��j• n n Q - OA62 0.062" f of fit its►` N z v O S oY 5 6 O.OT OAT' n 7 m a a O00 ! 1.7T II cZ 0.9r �— F-- -- 2.4"-._......-- ....... _._.._ I-- 0.94" D J n 6 MEETING RAtI � LOCK RAIL 8 LWTiOM RAtI 3 O 0.39" z n 0.51" z W 021 cl 2.06' �--- 0.7,9 •••• • • •••• • .00. © o.oss • • • • • • • • • • • • • • GLAZING BEAD GLAZING READ GLAZNG BEAD • • • U • • SOLE REINFORCEMENT 1 O LOCK RAIL REINFORCEMEM 2 3 wl Dr p edge zo • • 3.57'Ln -s�r•r ^W ~ • • • • • `�1 N N • • • •• •••• 1.67" 3Q,Q pp 0 • �3Uo= En •• —t-- •••••• • • • • 1.63 0 °�zo • �l r Q T In • • • • • • • • • • _ I F W W . Q •••• N ^ 0.125- ° chi 0.09" D�aao� i li 5� w Cq � 14 0.07— � NOrr06 • 2 rF'� QOTiOM RAIL REINFORCEMEMT _ DATE: 2 17 14 3 ci MEETING RAIL REINFORCEMENTRAIL REINFORCEMENT 13 scut: N.T.S. D 0.91C D DWG. Err: JK m EHK. W. LFS ? rc 5 DRAIMNG NO.; v FL—Isasl.s o N SHEEP BILL OF MATERIALS MM # DESCRr WN MATERIAL B 2X BUCK (SG >= 0.55) WOOD C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F #10 X 7PPH SMS (1-1/4"MIN. EMBEDMENT) STEEL G 2X STUD (SG >= 0.55) WOOD H #10 X 2-1/2* PPH SMS STEEL J STEEL STUD Min. Thk .033" (ASTM A653 GRADE 33 FV=33 ksi min., Fu=45 W min.) STEEL K #10 PPH SELF -DRILLING SMS STEEL L #10 X 2" PPH SMS (1-1/2" MIN. EMBEDMENT) STEEL 1 EXTRUDED VINYL FRAME 465)- RIGID PVC 2 EXTRUDED VINYL GLAZING BEAD (736A)' RIGID PVC 3 EXTRUDED VINYL GLAZING BEAD (425A)' RIGID PVC 4 SILL (469)` RIGID PVC 5 STILE (438)- RIGID PVC 6 MEETING RAIL (477)' RIGID PVC 7 LOCK RAIL (476)' RIGID PVC 8 BOTTOM RAIL (485B)` RIGID PVC 9 MEETING RAIL REINFORCEMENT 6063 - T5 ALUM 10 LOCK RAIL RaNfORCEMENT 6063 - TS ALUM 1 I SASH LOCK • 1 KEEPER • • • - 13 BOTTO EI FORCEM T 6063-T5ALUM • •t♦ • HEAD A APT R•( 3)' • • RIGID PVC • 8 STILE REINF CEMENT • • • 6063 - T5 ALUM • 20 WEATHERSTRIP 9-19 BALAN P•(468) • • RIGID PVC • n • 0EXTRUDEDMIfil GLAZING RIP EDGE (467)' RIGID PVC • 4R• BULB GAS69 (AMESBURY) *see FOAM •' THE AP, -ROVED %41TE RIGID PVC ItMbW W EXIKUSIUNS I -UK WINIJUWJ AKt IV I4t YKVUU(-tIJ t3T •B WRPRS LICENSEESJIN "AAMA CE?TIFLCAIIQN PROGRAMS FOR RIGID PVC EXTRUSIONS". • ,``44'4411y111// '.. y., osz IIIIIIll1*1 144 ` n m Z 5Arx2 V N •: GLASS BITE 7/8" O.A. GLASS THK. �v E aR • v GLAZING SEALANT a a (SIKAFLEX-552) ' n d E oz Q 1 fir ANNEALED GLASS 0.09(r SAF(EX• PVB INTERLAYER CD I Ar ANNEALED GLASS AIR SPACE 2 a o 1/8" ANNEALED GLASS W METAL REINFORCED BUTYL � = m W O W � 0 � J Not approved for use above 30 feet in the' dVHP. a m GT GLALNG DETAIL oI1 a � a 518" GLASS BITE GLAZING SEALANT (SIKAFLEX-552( Q CD G2 GLAZING DEVIL 7/8" O.A. GLASS THK. I Ar ANNEALED GLASS ).09(P SAFLEX• PVB INTERLAYER 118" ANNEALED GLASS AIR SPACE I/8"TEMPERED GLASS METAL REINFORCED BUTYL NOTE: GLAZING > 36" WIDE REQUIRES TWO (2) SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 D-re: 2117114 Srxe N.T.S. DWO BY: JK OHK BY: LFS DRAWBIG NO.: FL-16851.6 SHEET 6 of 6 R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building industry B PA_ Box 230 Vairico, FL 33595 Phonc 8 13.659.9197 CFlorida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name NewSouth Window Solutions 9460 Single Hung Window Windows Single Hung 4901 Oak Fair Blvd Impact Rated - HVHZ Tampa, FL 33610 w/ Flange 613 626-6000 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for NewSouth Window Solutions, based on Rule Chapter No. 61G20-3, Method 10 of the State of Florida Product Approval, Dept. of Business & Professional Regulation, RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ', this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-16851.E require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FLA 6851.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. C9937.03-401-18 TEL 02031487 TEL 02031566 TEL 02031722 Test Sta ndard TAS 201, 202, 203-94 TAS 201, 202, 203-94 TAS 201, 202, 203-94 TAS 201, 202, 203-94 Testino Laboratory Architectural Testing, Inc. Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. 2. Miami Dade NOA Materials Testing 17-0712.05 Saflex° PVB Interlayer (Eastman Chemical Co.) 3. Drawing No. Prepared by No. FL-16851.E RW Building Consultants, Inc. (CA #9813) 4. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 00 5. Quality Assurance Certificate of Participation issued by National Accreditation and MariVro tee Institute, certifying that NewSouth Window Solutions is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. • • • • Sheetl of: • • •• •• Signed by Shawn G. Collins, P.E. William B. Shelton. P.E. William B. Shelton, P.E. William B. Shelton, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 11 We- • tdS.R >k No 4<3'Og a • . 8T4TW 2) •. . 4 �..C?¢�i I mo pN . �irirrrtttlra�� • ••• 0 0 Lyndon F. Schmidt, P.E. FL PE No, 43409 10/12/2017 Florida Building Code Online Page 1 of 5 BCIS Home ! Log In User Registration . Hot Topics Submit Surcharge j Stats & Facts Publications Contact Us BCIS Site Map i Links Search f . ter aProduct Approval USER: Public User 1 5L+4q .1 (J§ Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15449-R10 Application Type Revision i Code Version 2017 Application Status Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd. tampa, FL 33610 (813)626-6000 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed 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 12/31/2020 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15449 R10 COI (d) Certificate of Independence off Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2008 AAMA/W DMA/CSA 101/I. S.2/A440 2011 • • • • • • • ••• ASlVCL8g6 • • 2005 •• • • ASTNLt8le i i i i • i • • 2013 RSTrI P• g%• • • • • • 2014 ASTM E1996 2006 ASTM E1996 2009 • Tabs 1, 2(Ir2, 20i3• • • • • • 1994 • • • • •• • • • • • Equivalence of Product Standards • • • • • • • • • • • Certified By • • • • • • • Sections from the Code 460 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https:Hfloridabuilding.org/pr/Pr_app_dtl. aspx?paratn=wGEVXQwtDgtep%2bDhV RQZH... 2/25/2020 Florida Building Code Online Page 2 of 5 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 06/19/2019 06/20/2019 06/27/2019 08/13/2019 02/12/2020 FL # Model, Number or Name Description 15449.1 a. 6000 Series / Model 6200 Extruded Vinyl "Non -Impact" Sliding Patio Door - (XO or OX Configurations - Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R10_.II b _Inst 15449 I..pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.1 for Design Pressure Ratings, any FL15449 R10 AE (b) Eval 15449.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.2 b. 6000 Series / Model 6200 Extruded Vinyl "Non -Impact" Sliding Patio Door - (XO or OX Oriel Configuration - Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R10 II (b) Inst 15449.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.2 for Design Pressure Ratings, any FL15449 R10 AE (b) Eval 15449.2.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.3 c. 6000 Series / Model 6250 Extruded Vinyl "Impact" Sliding Patio Door - (XO or OX Configurations - Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R10 II (b) Inst 15449.3.pdf 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 15449.3 for Design Pressure Ratings, any FL15449 R10 AE (c) Eval 15449.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.4 d. 6000 Series / Model 6250 Extruded Vinyl "Impact" Sliding Patio Door - (XO or OX Configurations - Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15449 R10 II (b) Inst 15449.4.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 15449.4 for Design Pressure Ratings, any FL15449 RI.O AE (c) Eval 15449.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.5 e. 6000 Series / Model 6400 Extruded Vinyl "Non -Impact" Sliding Patio Door - (OXXO Configuration - Nominal 16'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No • • • • • •FL15449 R1D U (b).Wst 15449.5.odf Approved for use outside HVHZ: Yes • • •Vejifiad 9y: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No • • IV ID J�eRcjpnt Third Party: Yes i Design Pressure: N/A • • • ttsd v uitic n IiepOrts • Other: See INST 15449.5 for Design Pressure RaMrtgs, "• f4 f5449._Rit ME- Eval 15449._ pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.6 f. 6000 Series / Model••63:0 • • :xtaded linyl "In act: Sing Patio Door - (OXO • • • • Configoration•- Nbmina*9' x 6'8) Limits of Use • • fAtallalion Instructions Approved for use in HVHZ: Yes FL15449 R10 II (c). Inst,.l.., 449,6,pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes • • • • Cr(wted biVdwdependent Third Party: Yes • • • • • • • • • • ••• • • • ••• • • https:Hfloridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhV RQZH... 2/25/2020 Florida Building Code Online Page 3 of 5 Design Pressure: N/A I Evaluation Reports Other: See INST 15449.6 for Design Pressure Ratings, any FL15449 R10 AE (b) Eval 15449.6.)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.7 g. 6000 Series / Model 6350 Extruded Vinyl "Impact" Sliding Patio Door - (OXO Configuration - Nominal 12'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15449 R10 II (c) Inst 15449.7.pdf 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 15449.7 for Design Pressure Ratings, any FL15449 R10 AE (b) Eval 15449.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.8 I h. 5000 Series / Model 5200 Extruded Vinyl "Non -Impact" Narrow Stile Sliding Patio Door - (XO or OX Configurations - Nominal 6'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R10 II (c) Inst 15449.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.8 for Design Pressure Ratings, any FL15449 R10 AE (b) Eval 15449.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.9 i. 5000 Series / Model 5300 Extruded Vinyl "Non -Impact" Narrow Stile Sliding Patio Door - (OXO Configuration - Nominal 9'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R1.0 II(c)..Inst _1544_9.;9,pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.9 for Design Pressure Ratings, any FL15449 R10_AE b Eva 1..154199_pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.10 j. 6000 Series / Model 6450 Extruded Vinyl "Impact" Sliding Patio Door - (OXXO Configuration - Nominal 16'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R10 Il_(c) Ir st l0,pdf 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 15449.10 for Design Pressure Ratings, any FL15449 R10 AE (b) Eval 15449.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.11 k. 6000 Series / Model 6450 Extruded Vinyl "Impact" Sliding Patio Door - (OXXO Configuration - Nominal 16'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15449 R10 II (c) Inst 15449.11.pdf 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 15449.11 for Design Pressure Ratings, any FL15449 R10 AE (b) Eval 15449.11.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.12 I. 6000 Series / Model 6300 Extruded Vinyl "Non -Impact" Sliding Patio Door - (OXO Configuration - Nominal 12'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R10 II (b) Inst 15449.12.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Cret" bt Irltie dhderlt T11ird Party: Yes Design Pressure: N/A : Evalualio'Wpirtt Other: See INST 15449.12 for Design Pressure Ratings, any I FL15449 RiD AE [!ee►15449..12.pdf additional use limitations, installation instructions and produr4 �re� by j e e� e T ird.Vlty: Yes particulars. 15449.13 M. 6000 Series / Model 6500 • Wrjjded ViVI "r%orj;mpac;" %lidin 'Pocket" Patio Door - • • (XXYXP CWfiguratiop Nomuwl VT 8'0 Panels) Limits of Use thslallhtioTstructien4 Approved for use in HVHZ: No • I.1 '449 R3 If 4A Inst 1049.13.pdf Approved for use outside HVHZ: Yes Verified By: If F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.13 for Design Pressure Ratings, any ; • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https:Hfloridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhV RQZH... 2/25/2020 �'d`WINDOWSOLUTIONS NewSouth �10ck Tampa, R. 33610 6000 Series Model6350 Sliding Patio Door "IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used iP4W'HVHF% this product complies with Section 1626 of the Florida Building C8qerc#V*toes not requIl an impact resistant covering. 4. • When used }h oyeat outside Me "HVI-fl' requiring wind borne debris protection, this • • • • product complietwith FBC Sections MW.1.2 & R301.2.1.2 and does not require an • impact resistant covering.1% k4tfpt meets missile level "Wand includes Wind Zone • 4ps defingd in �,JTM El996 oV FBJ jections 1609.1.2.2 & R301.2.1.2.1. Tdr 2x stud f la"Ilt construc;V,,;tl&oring of these units shall be the some as that • • • fsltown for atbuc k Riasonryc or%*xfion. •6! • SQe condition that deviate*frp • �detaiB of this drawing require further engineering • analysis by a licensed engineer*"er or r*eglstered architect. • • • • • • � • � ; TqIM pF CONTENTS SHEET# USIXIVION 1 1C I elevations, design pressures & general notes 2 Elevation 3 Horizontal cross sections 4 Vertical cross sections 5 Buck anchoring 6 Frame anchoring 7 Components 8 Bill of materials and glazing detail 143.5" MAX OVERALL FRAME WIDTH 38.75'MAX D.L.O. WIDTH '. M O 'CSO i3 1 X i > i t ` (�Ai Mass MAX MAX GLASS GLASS DESIGN DESIGN PRESSURE FRAME D.L.O. INTERLOCK DIMENSION DIMENSION TYPE POS. I NEG. 143.5" X 95.0" 38.75" X 83.125" ALUM G1 +30.0 -55.0 143.5' X 95.0" 38.75" X $3.125" ALUM GI +55.0* -55.0 'Requires sill riser LTO/ to/16 rL N.T.S. :• BY, JK BY., LFS W NK NO.: FL-15449.7 ET 1 OF 8 a oe a 'pl`gjp) yy i vol II ,•••,• ro `� � nJ . •• ` r fig • •1 ',�'ffff RA ILL LSL`` O R D Z a] O UN ; zm=� y 5poor Nw ma`a� e 4 lc\ sZ-31 a t o n �p N ti J ?Q A Z NNN Q r 5 0000 3 • • • • . • • • • . • U • U N •••..• • •• Z • • • ••• ••• p Q W Z O • ..... .. . .... 3 R� • .. .. Za • • • W�_ c ••••Z U DATE: 10110116 = $ SCAM N.T.S. ool 3 o.c. ar.. JK m CHK Rr: LFS ; ORAWM NO.: z FL— t 5449.7 o Y a N SWEET Z OF S O i i O v i• O v i 1 ` a I -IX MIN. EMB. (TYP.) T HORIZONTAL CROSS SECTION 3 2X Buck Masonry Construction •••••• • •• • • •••••• • •• •• • ••••• •••• ••••• • • ••••• •• • •••• • • • • 0000 • • • ••••• • •••••• • ••••• • .00. • • • • ••••• •••• • • • NOTE: •••• 1. item #G located 6" from each end then 4 more equally spaced (6) total. 2. Item #G located 3" from each end then 5 more equally spaced (7) total. 3. Item #H located 6" from each end then IT on center (7) total. 2 HORIZONTAL CROSS SECTION 3 ALUM INTERLOCK 3 HORIZONTAL CROSS SECTION 3 ®MulAon SEE NOTE 2 5) 5 HORIZONTAL CROSS SECTION $ Steel Stud constriction 1-1 IA" AAru 4 HORIZONTAL CROSS SECTION 3 1 X Buck Masonry Construction M. N.T.S. S en JK m ;. er: LFS iWMc NO.; FL- 1544— n r7 _2L of 8 p ♦ • d E • U� lo E E( ID `i� tw o n CD z a:LPL v OF S p x i 4 z�i'A 9dLa ��V11 10 '�aa c 6 AT SILL 15 to EXTERIOR INTERIOR K o EXTERIOR INTERIOR GN ' m 3 7 N � < 3 0 G1 G1 D o nil 3 a, a ••• i 3 G 1 >?m • •••• • .• ••••.. • • • 1 V CA! ROSS SECTION EXTERIOR GI 3 • 4 Dkect to Masonry Construction U • • • • • • • • • • . . . 10 INTERIOR 2 VER17CAL CROSS SECTION z • 4 2X Buck Masonry Construction O N ••••• • • • • • •••• • • •••••• 18 SEE NOTE 1 <p oW N Z O Ln • • • ••� �••••� 3'I�20MEACH 16 Wo rr :••••. • •••••• 11 END THEN IT O.C. te •••••• • •• • • • • •••••• Zy 25 -0^ • 12 • • O m ° 17 SEE NOTE 1 O o z DATE 10/10 76 z ° v P. scALE: N.T. o am. W.- JK m NOTE: CHX. ar: LFS °RAY°NC ND'` FL-15449.7 a 3 VERTiCA! CROSS SECTION 1. S➢I riser (Items # 17 & 18) required when positive design presswe > 30 pst. 4 sNEET 4 OF 8 4° (TYP.) 4" (TYP.) 4 (TYP.J �j + 4' PP.) (fYP.) �i�� ., .:' ``��• I 4" (TYP.J jl'j) 4" (fYPJ '',;l •. .... t,``. N N •; U II li it It if OE NTYF. 1! II E cz II 1I cal 2X I t BUCK It I II II {! I l W II tl � MASONRY Il I{ U � m �x OPENING 11 II �2- O 2 :a Yz II If �I o II II o II II � a II It I 0000 • 0000 •• • • • • • • • • • • • : ]X BUCK ANCHORING 00 •� o ..:Q;CRETE AZOR WTES: 1. Concrete anshor lsca6ans at tYe comers may be adjusted to maintain the min. W eg dtstancdfo mCrtbr joints • • • • , � �or�refe anchojlocations noft"lvy}j(. ON CENTER must be adjusted to o � maintain the min. edge distance tosmortar joints, additional concrete anchors a i • • h1h� be requc4�t 2" the %%9(.l7PACENTER" dimension are not exceeded. �' 1 j j� '3 COnCret@ OnCl�p1 �a • • • 11. 1`. J(�-'1 N '^ +w- z • N O Q • • O ] - 4 N Z p U DATE 10/10/78 ScuL N.T.S. ° axc. er JK m' ua . BY, LFS ; WOOD SCREW INSTALLATION NOTES: °nawN° No.: W I. Maintain a minimum 5/8" edge distance, I"end distance. & I"o.c. spacing of FL-15449.7 wood screws to prevent the splitting of wood. SHEET 5 or 8 " — ° !4M<MOR AMhL MIN. CLEARANCE MIN. CLEARANCE .ANCHOR TYPE • EMBEOMENi TO MASONRY 70 ADJACENT •.S1zE EDGE ANCHOR rrw . T/a" �-i/a" r a" TAPCON ELCO ® 1/a" T-i/a" 1" 4" ULTRACON SASH SASH SASH , -z 'T (IYP.1 3 (NP-) 3 ffl P•I p n L 1 �w J tI O W 7l m i �7•Pl �T API r2K z$ev F 2X BUCK iiii o Z J DIRECT TO MASONRY M 1XBUCK T STEEI STUD ul HEAD & JAMB i i iii 31 I : THRU LIFT BLOCKS II I )TYP.) (TYP.I ; Z 1 1 III O � a �i d G l°n Zo I I ill y M a� ul Z I I ❑I 2 N v� U Q O I SILL ill p J)(n P.) 0 a •••• I 1 ni 6 a • • ' ' } • • •••• • •• •••••• • •• • • Zn •• • •••••• MULLION i$ U N •••••• : •••• •••••• !'RAMfANCHORING • • ••••• •••• •••••• to y L • "AtRETE ANl;,MR NOTES: • • • • • 1. Conafete anc OT locaflpns at the �r� maybe adjusted to maintain the min. • • !!g"dtstance to mortar joints. •2 Concrete anchor locations notes MIA". OCENTER" must CENmust be adjusted to WEEP HOLES T�� o � • • •r•drtialn the m1e, edge•e tone to "Joints, additional concrete anchors MI z •coy be requk%to'bncbre the "MAX, O N CENTER" dimension are not exceeded. oncrete anchor tabre: • • • I _ - • V Z U EDGE- ANCHOR O.aw I o.Os" 1 FRAME as72 E., 3.75" 0.09" 0.0E - o o 4.9" -- 2 STRE 15 ANR-uR-M eto 0 8567aibD54 5. e F-- i.5T TOP AND BOTTOM RAIL a56e-a�Dss 2.74" --� OAT III lit 0 N .. z M R E =ma� § cg W * Zs maaioi ac 0 ® c ni '1d 2.18" 41 MULLION z 356 A61 W Ilp y Z 2 � O 0 �` 1 �a'i • i� � 1.01'-j-�---� 0 1.19" F�, � 1.T -�j � � � � i„ a a :••••: • •cs 0•• : 0.060 0065 i 0.08 m • _L I —1 lwla g 0 d • • REiNFORCEMEM • • • • • • REfMORCEMEM $ GLAZING BEAD I 4 FRAME CAP 6 SB! CAR 1, REINFORCEMEM U N • t • • • • 3S1A61-N • • • • • 356-A61$ 857435b057 171356-D58 356-A51"'OV ••••• •• • •••• cn •••••• • • 1.29", •••••• • 1.55" �i •• •• : ••••o oo •••••• •�y • •� IAT h Off"F:J, o tV N q 0.095" o O.oa" 0.07" C4 aM 10 N 0 S16 La 0•64" r-- o Mr. BY. JK REBVFORCEMEM NXED TRACK ROLLER TRACK INTERLOCK SILL RISER DAM CAP CNK. er: LFS 10 i l .. 12 356A5152.1RK 5 35�Ast 17 18 3s6 ORAWW NM- FL-15449.7 SNEET 7 OF 8 5 R I BILL Of MATERIALS DESCRIPTION MATERIAL IX BUCKSG>=0.42 WOOD PD 2X BUCK SG >= 0.42 WOOD 1 /4"MAX. SHIM SPACE _ 1 /4" X 2-3%4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACl 3p1 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE _ F #10 X 7' PPH SMS (1-3/16" MIN. EMBEDMENT) STEEL G #8 X i"PFH SMS STEEL H #10 X 2-1/7' PPH SMS STEEL 1 Ile X 2-1/4" PFH ITW CONCRETE SCREW STEEL K #8 X 1 /2" PPH SMS STEEL L #10 X 3"PPH SMS (1-1l4" MIN. EMBEDMENT} -----� �-T— STEEL M 114" X 3-1 /4"PFH ITVd CONCRETE SCREW STEEL N 1 /4" X 3-3/4" PFH ff W CONCRETE SCREW STEEL i #10.16 PH SELF -DRILLING SMS STEEL X STEEL STUD Min. Thk 0.054" (ASTM A653 GRADE 50 Fy=50 ksi min., Fv=65 ksi min.} STEEL 1 FRAME' PVC 2 SASH STILE' PVC 3 GLAZING BEAD* PVC 4 FRAME CAP* PVC 5 INTERLOCK (6063-TS ALUM} ALUM 6 SILL CAP (6063-TS ALUM) ALUM 7 SASH TOP AND BOTTOM RAIL* PVC TO REIN (6065-T5 ALUM) ALUM 11• FIXED TRAQI�(6065-TS AkUM) • • ALUM Z SILL R(xI�R TRACK ( ALU } ALUM 4 REINPORClMEfJT (6065-T5 ALUM) ALUM 15 ANTI-U -O LOCKS ( 6Z-TS) • ALUM 16 #6 X 1/ FH SMS STEEL • ►7• SILL RISER (6(1i63-T5 ALUM)* • • • ALUM • lIB• DAM jllp TS AL � • • � ALUM � MULLIO PVC 22 MULLION RiINFORCEMfiNT 5J ALUM � MULU REI RCEME T5J ALUM 2Y ROLLER RSSM. • • • • • • STEEL • 70. LOCK AND HANDLE • • • • • • - 31 5TR1 LA - a _aa Zen %�Y. : $mn aD N .. Ri v z °Z° \ E m• 8Z 8 L1a VKl z s� 3/4" GLASS BITE 3 m ¢z • �— DOW 995 z N 40 5 1' O.A. GLASS THK. 1IT ANNEALED GLASS ° co I 0.090"SAFLEX PVBINTERLAYER a a 1 Ar ANNEALED GLASS • » m • • AIR SPACE • I I /8" TEMPERED GLASS •• U • 2 • ALUMINUM SPACER = N •� V G1 GLALNG DEFAA W o • �x • ve • NOTE: GLAZING > 36" WIDE REQUIRES TWO (2) SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 w o • • N FW- • a •. g� z • �n PROVED ��(( �Eljt IGID PVC R EEX�TRUSIONS FOR WINDOWS ARE TO BE PRODUCED • • • ir; UDERSAI ENSEES�N "AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". •••• z DATE: 10 10 16 Z O scue N.T.S. � 9 owc. BY, JK m cm. er: LFS 3 c oxnxpvc r+o.: • FL-15449.7 0 ro SMELT 8 a 8 R R W Building Consultants, Inc. WConsulting and Engineering Services for the Building Industry B P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 IC Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name NewSouth Window Solutions 6000 Series Model 6360 Exterior Sliding Exterior Doors 4901 Oak Fair Blvd Sliding Patio Door Doors Assemblies Tampa, FL 33610 'Impact" $13 626-6000 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for NewSouth Window Solutions, based on Rule Chapter No, 61 G20-3, Method 1 D of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ", this product complies with Section 1626 of the Florida Building Code and does not require and impact resistant covering. 4. When used in areas requiring wind borne debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missle level "D" and includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 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-15449.7 require further engineering analysis by a licensed engineer or registered architect. 7. See drawing FL-15449.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 02031639 2. Dade County NOA 17-0712.05 & Drawing No. No. FL-15449.7 4. Calculations Anchoring ASTM E 1300 Glass Load 5. Quality Assurance • Certificate of Participation issued by National Accreditation and Management Institute, certifying that NewSouth Window Solutions • is manufacturing products within a quality assurance program that complies with ISOJIEC 17020 and Guide 53. Sheet 1 of 1 • • Test Standard TAS 201, 202, 203-94 Materials Saflex PVB Interlayer (Eastman Chemical Co.) Prepared by RW Building Consultants, Inc. (CA #9813) • • • Prepared by • • • Testing Laboratory Signed by Testing Evaluation Lab., Inc. William B. Shelton P.E. Signed & Sealed by • • Bit 181 �1111, • • • t_ynaon r. 5cnmlat, v.t. t�:• +►: j;?�.s� Signed & Sealed by RW Building Consultants, Inc. (CA #9813) • •*'• •'�& * 't 4+'S�'..�* • wo Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. : No 43409 .WO t.. . A' • Lyndon F. Sc • • Ifs _= : �� o� • FL PE i .4. i • . ..l!lr��aAr�' • • . • •• •• • • • •• •• hmidt, P.E. No. 43409 1/2312018 Florida Building Code Online Page 1 of 2 oo BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact UUss\BCIS Site Map Links Search i V r �� Product Approval i —14 —] a , USER: Public User 1 d � s Product Approval Menu > Product or Application Search > Application List > Application Detail a x 1p m W l i • S"j,3 FL # FL17472-R4 1 ®'� Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived L+ Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800) 432-2204 Ext 4305 jFlesher@easternmetal.com L ` Authorized Signature James Flesher jFlesher@easternmetal.com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road / Fort Myers, FL 33913 (800) 432-2204 Ext 4314 ' ^ 2)( W thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. Referenced Standard and Year (of Standard) Standard Year AAMA 450 2010 TAS201 1994 TAS202 1994 TAS203 1994 •• ••• • • • • • •• Equivalence of Product Standards • •. • Certified By • • • • • • • • • • • • • • • • : • : • • • • •• • • ••• • • go ••• • • • •• • • • • • • Product Approval Method Method 1 Option A • • • • • • • • Date Submitted 10/01/1419 • • • • • • • • • • • • • • • • • • • • • • • • https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6AvC%... 2/25/2020 Florida Building Code Online Page 2 of 2 Date Validated 10/02/2019 Date Pending FBC Approval Date Approved 10/09/2019 Summary of Products FL # Model, Number or Name Description 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes f:L179.72 f24_ C CAC 662-104 9j0R2.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/22/2021 Design Pressure: N/A Installation Instructions Other: See drawing set for mullion size, angle and design FL17472 R4 11 PA-0004 HVHZ Mulls SS 2019-09-13.Ddf Verified By: Hermes F. Norero, P.E. 73778 pressure rating Created by Independent Third Party: Yes Evaluation Reports FL17472 R4 AE PER6414 SS 2019-09-11.odf Created by Independent Third Party: Yes 17472.2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal, T Mullion and X Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17472 R4 C CAC EAS 622-101CAR.PDF Approved for use outside HVHZ: Yes FL17472 R4 C CAC EAS 622-102CAR.PDF Impact Resistant: Yes FL17472 R4 C CAC EAS 622-103CAR.PDF Design Pressure: N/A F1.17472 R4 C CAC EAS 622-105CAR.PDF Other: See drawing set for mullion size, configuration and 1`117412,.._R9_..0 CA(�_En$_Fi22 1C( . AR.j D design pressure rating Quality Assurance Contract Expiration Date 07/18/2021 Installation Instructions FL1747............................RPA-0003 SS 2Q-0 __2._14.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL17472 R4 AE PER5505 SS 2018-02-14.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click ham. Product Approval Accepts: Credit Card Safe •• •e• • ......... .. eee • . •e . • • • • . .. . as • •e• .. a ... . . • Gee . .. ... e ee• . . • ... e . .: . • . e ... . • . .. .:. V ee e e • eee . • eee e • .... • • https:Hfloridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtCUGgvj Qiz6AvC%... 2/25/2020 EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES: W1'—JW2' I 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION (2017) 44 \ FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED. 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 5. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZAREAS. IN HVHZ AREAS, ONETIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE RER. 7. MULLION & CLIP MATERIAL: ALUMINUM 6005-T5 & 6063-T6 (AS NOTED) S. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL. 9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION CONFIGURATIONS, AND DESIGN LOAD CAPACITIES. 10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION (20017)) FLORIDA BUILDING CODE. A LL l / • • • • • • • TABLE CCJNTEN "E; REVISION • • SHEET DESCRIPTION • ! • - • • • ENERAL J;Ej MSTRUCTIONS, AND ELEVATIONS Odom • ION DETAILS 3 - 40 • •ANCHOR CLIP DETAILS 4 • - • MULLION SECTIONS 99500 • TYPICALMULLION & CLIP ASSEMBLIES • 6 - • • •1" X 3-1/8" (LIGHT) MULLION DESIGN LOAD TABLES • 07• • - 1" X 3-1/8"yHEAVY) M►ILUON DESIGN LOAD TABLES 8 - • • 1" X 4" MULLION DESIGN LOAD TABLES 9 - 2" X 4" MULLION DESIGN LOAD TABLES 10 - 2" X 6" MULLION DESIGN LOAD TABLES 11 - MLLUON ASSEMBLY AND LOAD EXAMPLES ANCHOR CLIP, TYP VERTICAL MULL SPAN'L' MULLION TYP. ANCHOR CLIP, A TYP 4 TYPICAL MULLION ASSEMBLY INSTRUCTIONS: 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: • ASSEMBLCONSISTING OF STACKED OR SIDE -BY -SIDE UNITS REQUIRE USE OF ONE-WAYIES MULLIONS. • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. • SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. 5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6-10. MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. �%��fig IF � �Q •, � P.. �4i` Digitally signed by Hermes F. NoreroDigitally signed by Hermes P.E�"ij,Nl'A([i(E/ `-�5SM 2/6/18-�5SM 2/6/18 Reason: I am approving this document �' 0 14 cp^'� PP Date: 2018.02.14 15:50:49-05'00' >oe DAile ou R 330 ev DATE FIFE DOLT. a ALIT AU" No, nws r'Wl'+1'W2� I MULL SPANL VERTICAL SPAN MULL SPAN'L' I/ wl' HORIZONTAL "T" MULL SPAN MULL SPAN'L' r wl' I HORIZONTAL SPAN REVISIONS;;r7 aISairer EASTERNAROHITELTIRALSYSTEAIS Qg A DIV,li OF EASTERN METAL SYPPLY rR •� u �' n16341DOMESTCAVE. . w no... nFT MYERJ1.13M ••• -••Z CLIPPED ALUMINUM TUBE MULLIONS CAL AND HORIZONTAL CONFIGURATIONS ENERAL AND INSTALLATION NOTES DATE: DRAY: PREPARED BY:T1HSLALE:BUILDING DROPS,NC6TH ED. FBC UPDATESFBPE CERTIFICATE OF N.T.S.UTHORRATON NO. M578 REV: 1.000" 0.12S" 3.1125" 1 0.375" 111 X 3-1/811 (LIGHT) MULLION SEE SHEET 6 FOR QUALIFIED CLIPS --{ 1.000" 0.125" 3.125" 0.625" (HEAVY) MULLION SEE SHEET 7 FOR QUALIFIED CLIPS NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. S F. a Ew olJ11A•i71•rstws E ate REVISIONS wEaSte, A DMSION OF ra ..00..a �»oi ono»a FT MVERS, FL3 HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS DATE I DESCRIPTION BUILDING OROPS,INC. �e FBPECERTIFICATEOF AU ORGATION NO. 29576 a Ew olJ11A•i71•rstws E ate REVISIONS wEaSte, A DMSION OF ra ..00..a �»oi ono»a FT MVERS, FL3 HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS DATE I DESCRIPTION BUILDING OROPS,INC. �e FBPECERTIFICATEOF AU ORGATION NO. 29576 4-- O O 2.625" 3.375" O o 2.25" 0.1125" 2' I 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 10.46" 2.50" 2.25" " 0 2.25" /`y 2.25" 0 2.250 0 2.25" • • jj jI 0.188" • • 0000 I I -0-- • • •1�py'. I I_ • 10 15/32" X x jj,,�:;H-CLIP •••••• •"ALUMINUM 00631: ••••• • •••• •• ••••• • • 8,25" •••••• • •• • • • 2.�5" 2.25" ••2• .25" •• ••• •••••• o • •• • it;••v••• O • • • • • •• • •• •••2�25" •••• -000 • • • • 0 0 0 0 0.125" 0.875" �� 1 T- 8 1/4" X 3 3/8" H-CLIP ALUMINUM 6063-T6 5.. 2.25" 0 2.215" 0 2.25" o J_ 0.121 2" T 2" X 5" X 2 1/4" L-CLIP ALUMINUM 6063-T6 0.722"---1 I-� a72.25" 7 2.125" 2 1/4" U-CLIP ALUMINUM 6005-T5 -\5„� 2.25" 1.75" 0 2.25" o 0.122" T 2" X 5" X 13/4" L-CLIP ALUMINUM 6063-T6 0.722"--1 I-- o 0 1.75" o � 5" 13/4" U-CLIP ALUMINUM 6005-TS REVISIONS v gTAA _4 • EASf aTs DANA BY DATE DESCRIPTION 4---------- I 5.375" o.lz� s" z' T 2" X 4" X 5 3/8" L-CLIP ALUMINUM 6063-T6 10.46" 2.335--\ 2.25'- 2.25" o o 0 2.25" 0 2.25' O 0.188" 1.25" —1 T- 10 15/32" X 13/4" H-CLIP -T ALUMINUM 6063-T6 EASTERN ARCHRECRIRAL SVBTFAIS Eastern EASTERN METAL BYPPLV 16ul OOMESTM: AVE. J Auurw i•rvuN neno Vp..vr� FE_EAS, R—U TRLE: � HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS CLIP DETAILS DATE: ORAWII BY: PREPARED BY: 02 05 13 TJH .—I G NO: SGLE: BUILDING DROPS, INC. FBPE CERTIFIUTE OF RPA-0003 N.T.S. AOTNORIWIONNO.29578 INSTALLATION ANCHOR INSTALLATION ANCHOR INSTALLATION ANCHOR (SEE NOTES SHEETS 2 1/2" MIN. (SEE NOTES SHEETS 11/2" MIN. (SEE NOTES SHEETS HORIZONTAL 6-10) EDGE DIST. 6-10) EMBEDMENT 6-10) MULLION, TYP. CONCRETE OR Ie MASONRY BY OTHERS CAULK BETWEEN ° d ° ° e, ° 1 1/4" MIN. 3/4" MIN. MULLION CLIP EXTERIOR CONCRETE/ MASONRY & 1X - d - e ° EMBEDMENT EDGE DIST. .o. TMP' WOOD BUCK BY OTHERS 'U' CLIP e TYP. 1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR BY OTHERS MASONRY BY OTHERS q I CAULK BETWEEN q I , MULLION CLIP CONCRETE/ MASONRY & 2X VERTICAL TYP. WOOD BUCK BY OTHERS ° MULLION, TYP. I I ,Q I I I 2XWOOD BUCK I BY OTHERS o . MULLION EXTERIOR I INTERIOR I I MULLION TYP. g VERTICAL SECTION 4 HEAD - CONCRETE/MASONRY SIDE VIEW -VERTICAL •ee• • •eeee• • I •• • I • • EXTERWDli • INTERIOR •eeee• • e• I • • I • • • • • MULLION • • I eees•e I TYP. •eeeee I I •eeee •e•• I •eeee• I eeee• •• • I •ee• • • •• ••� I eeese• I MULLION CLIP •eeee• I I TYP. ° • • e e • '• • • • • ° e 11/4" MIN. • • • • • • e• • do. ° EMBEDMENT PRECAST SILL • e ° ••• e BY OTHERS INSTALLATION ANCHOR (SEE NOTES SHEETS 6-10) 21/2" MIN. EDGE DISTANCE A VERTICAL SECTION 4 SILL - CONCRETE/MASONRY SIDE VIEW -VERTICAL INTERIOR TYP. p HORIZONTAL SECTION 4 T-MULLION INTERSECT DETAIL (X)HORIZONTAL SECTION SIDE VIEW 4 IAMB - ZX WOOD BUCK SIDE VIEW -HORIZONTAL I I INSTALLATION ANCHOR I I (SEE NOTES SHEETS 6-10) NOTE DETAILS SHOWN ARE TYPICAL FOR ALL MULLION & CLIP ASSEMBLIES. SEE SHEETS 6-10 FOR ALLOWABLE MULLION CONFIGURATIONS, SIZES, AND DESIGN PRESSURES. "'I' // 7EE 0 �WC FBPE OE T. K AUTNg WION N0. �➢378 REVISIONS 1-y OATS OESCRiPTION HORIZONTAL MULLION, TYP. EXTERIOR INTERIOR MULLION CLIP ® ® TYP. VERTICAL MULLION, TYP. E HORIZONTAL SECTION 4 X-MULLION INTERSECT DETAIL SIDE VIEW AoQEastern EAS ERN ARCH 10N RA SYS EM3 A gNlT OF EASTERN METAL SYPPLY 16341 DOMESTIC AYE. FT MYEBS, R 33912 TrrLE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS INSTALLATION DETAILS DATE. OMWN BYREPANED BY. 02 OS 13 TJH BURRING DROK, INC -ING NO: SCALE'. FBPE CERTIFICATE OF PA-0003 N.T.S. �! AUTHORI ITIDN NO.295TB SHEER OF 11 REV. VERTICAL MULLION U-CLIP TO MULLION CONNECTION H-CLIP HORIZONTAL MULLION SUBSTRATE BY OTHERS SUBSTRATE VARIES, SEE •••• NOTES SHEETS 6-10 ' H-CLIP ANCHORS � • • • • •' • ALL INSTALLATION HOLES •••••• '• '•� • MUST HAVE AN ANCHOR • • • • INSTALLED IN THEM • •••••• • •• •• •• ••••• •••• •••••• ••••• •• • •••• ' MULLIION AND CLIP ASSEMBLY •••••• •• • •••••• TYPICAL ASSEMBLY SHOWN WITH I" x 3 1/8" MULLION • • • • • • AND H-CLIP. OTHER MULLIONS AND CLIPS ARE APPROVED. • • • • • • • • • • • • • SEE INDIVIDUAL MULLION SHEETS • • • • \\\\A cc F ��/� REVISIONS EASTERN uic E BYSTEMs EasterADWION n EASTERN METAL SYPPLY ((� .•`� .�' • Onuo..' 163R1DOM—CAVE. v„Nv.. FT MVERS,FL33912 • ?-�- laneolalso * * HVHZ CLIPPED ALUMINUM TUBE MULLIONS — ST/�TccMULLIION VERTICAL AND HORIZONTAL CONFIGURATIONS O� •'. P • AND CLIP ASSEMBLY DETAILS DAIS: DR "BY: PREPARED BY: •' i •.••'• �� j �s •• 02 OS 13 T1H `� �� .�I_ LBY BUILDING DROPS, LNG ORAWI NO NO: SCALE : FBPE CER TIFICATE OF B EO 07•A � SIE 378 (a' PA-0003 N.T.S. Yi AUTNORR =N NO.29578 GATE FBiP D �gMAQ�u{t � � �TB DESCRIPTION SHEET5 : REV; REV OF 11 DESIGN PRESSURE LIMITS FOR MULLION: 1" x 3-1/8" (LIGHT) - ONE-WAY MULLIONS SPAN V TRIBUTARY WIDTH'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3 127.6 72 161.6 123.7 101.5 87.3 77.7 71.1 67.2 6&7 63.8 84 101.0 76.9 62.7 53.5 47.1 42.6 39.7 39.3 36.9 96 67.4 51.1 41.5 35.2 30.8 27.6 25.6 25.2 23.5 108 47.2 35.7 2&9 24.4 21.3 19.0 17.5 17.2 15.9 DESIGN PRESSURE LIMITS FOR MULLION: 1" It 3-1/8" (LIGHT) - TWO-WAY MULUONS SPAN'L' TRIBUTARY WIDTH 'W' (IN. (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5 60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3 84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8 96 66.5 49.9 39.9 33.2 28.5 1.9 22.5 22.2 19.9 108 46.7 35.0 28.0 23.3 20.0 17.5 15.8 15.6 14.0 I� 1.000" 0.125" 3.125" 0.375' 1" X 3-1/8" (LIGHT) MULLION ALUMINUM 6005-TS • �••••� .. QU4tFIEp ANCHOR CLIPS •••••• • •• • • • •••.•• • •• • • •e• •• • 0 • • •••• 0 ••• ••• o • ••••• • • • • ••• 0 0 0 0 • • :•.. •••0.• 2" X S" X 2 1/4" L-CLIP 21/4" UNCLIP • • •• 'a • ALUMINUM 6063-T6 • ALUMINW$9gp5-•••••• • "MUST BE USED IN PAIRS •�• U-4.-UPFOR USE ONLY IN •••• AULLION-Tl;ldl 54 • • CONNECTIONFs • • • 0 O 0 NOTE: SEE SHEET 3 FOR SPECIFIC CLIP 0 0 0 TYPES AND DIMENSIONS. 10 15/32" X 2 1/4" H-CLIP ALUMINUM 6063-T6 M U LLI TRIBUTARY WIDTH = Wl+W2 2 ONE-WAY MULLION DIAGRAMS lu TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. S F, O '�j�REVISIONS R 1 I• R - 1 = SM ` �! EASf 73e W. KACU R 7.700• - By DATE DESCRIPTION NiE OFRT. 6 YITIOIRAl1oN XS)e EASTERN ARCHREON SYSTEMS '�' Eastern EASTERNMETALSYPPLY V u'N r» 163A100MESTICAVE. fT RAVERS, FL 33912 rIrLE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 1" x 3 1 8" LIGHT MULLION PATE: XUWN eY'. PREPARED eY'. 02 OS 13 T1H DRAWING NO: SCALE: BUILDING DROPS, INC. FSPE CERTIFICATE cuccf PA-0003 N.T.S. AUTNORIZATION N0.2929378 6 OF 11 DESIGN PRESSURE LIMITS FOR MULUON: 1" x 3-1/8" (HEAVY) - ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W' (IN.) (IN.) 18V24300 36 42 48 53.125 54 60 24 200.00.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.00.0 20D.0 200.0 200.0 200.0 200.0 200.0 48 200.00.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.00.0 191.4 176.7 167.5 162.2 161.6 159.4 72 200.06.8 109.1 97.1 88.9 84.0 93.3 79.7 84 126.2.4 66.8 58.9 53.2 49.6 49.1 46.1 9684.2 1.8 44.0 38.5 34.5 31.9 31.5 29.3 108 58.9 44.6 36.1 30.5 26.6 23.7 21.8 21.5 19.9 DESIGN PRESSURE LIMITS FOR MULLION: 1" x 3.1/8" (HEAVY) - TWO-WAY MULLIONS SPAN'V TRIBUTARY WIDTH'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 191.4 167.5 1SL3 148.9 134.0 48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5 60 200. 2200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 72 19&8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 59.1 84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 I.L.3.0 62.3 49.8 41.5 35.6 31.1 28.1 27.7 24.9 158.3 1 43.7 35.0 1 29.2 1 25.0 1 21.9 1 19.8 1 19.4 1 17.5 •••••• • •• • • [QUAJFI& ANCHOR CLIPS -�{ 1.000" 0.125" 7 3.125" 0.625P 1 1" X 3-1/8" (HEAVY) MULLION ALUMINUM 6005-T5 • • • ke3/4" V C[IP .... 0 0 •••••OLUMINUM�JIOS-TS ••�• • d o 0 0 • JU-CLIP FOR U E��•I • MULLION -TO -MULLION LCI�NECTION • • • • • • • • • • 2EE X 5"X 13/4" L-CLIP • • • 0000 ALUMINUM 6063-T6 **MUST BE USED IN PAIRS O O O NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. o 0 0 10 15/32" X 1 3/4" H-CLIP ALUMINUM 6063-T6 TRIBUTARY WIDTH = W1+W2 2 f-' MULLION MULLION - ONE -WAY MULLION DIAGRAMS MULLION TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS 15 ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: • WOOD: H14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. ♦ S F. ♦_pTG� ♦l""1.�•,. •.0 ,-,, t/ , �i • O * * = REVISIONS fAsrERN ARCHIrecTurwL sysrENs Eastern E0.5TENN IMETK SYPPLY 163a1 DOMESTIC NO.^...-.... w....,..-...... o.•."... FT MYE0.5, f133912 12 TI LE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS 5 �O �.f$T P• 2'�� VERTICAL AND HORIZONTAL CONFIGURATIONS 1" x 3 1 8" HEAVY MULLION WTE: 02 OS 13 DRAWING No: SHEET: DMWN BY: TJH srxE: qEy: PRE-ED BY: BUILDING DROPS, INC. np� fBPE CE0.TIfICAT1 Of AUTHORI2ATION NO.29578 %��(CS •'• •.. .•••' Cj��`,� / lJ \ // ��B ♦♦\ 304 EAST D EgIIN `11d, SIE JJB BY DATE DESCRIRDON REV - t W DANA � Y[1 fe ]II 7 OF 11 - DESIGN PRESSURE UMITS FOR MULUON: 1" x 4" -ON E-WAY MULLIONS SPAN'C TRIBUTARY WIDTH'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6 84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7 % 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8 T. 98.1 74.2 60.1 50.8 44.3 39.5 36.3 35.9 33.1 DESIGN PRESSURE LIMITS FOR MULUON: 1" x 4"- TWO-WAY MULUONS SPAN T' TRIBUTARY WIDTH Mr (IN.) IN. 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 48 200.0 200.0 200.0 200.0 200.0 186.1 169.1 165.4 148.8 60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 72 200.0 2010 196.6 163.8 140.4 122.9 111.0 109.2 98.3 84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1 •••••• • •• • • • •••••• • •• •• •• ••••• •••• •••••• ""' CANCHOR CLIPS ."• JU/ottlfl�D 0 44 •o o •• • • • • • • 0 0 0 0 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 **MUST BE USED IN PAIRS 0 0 0 0 0 0 0 0 8 1/4" X 3 3/8" H-CLIP ALUMINUM 6063-T6 NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. r- MULLION �I MULLION-[] xzz ONE-WAY MULLION DIAGRAMS MU ALUMINUM 6005-T5 TRIBUTARY WIDTH = Wi + W2 2 TAR[ F NOTFS- MULLION TWO-WAY MULLION DIAGRAMS SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN.4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. `♦\♦\`'�S F O'•%,' REVISIONS 7 2 NFNtlI- -�A��3Eyec g♦ F7®E � 9EA�C R � � „�• SY DATE DESCRIPTION W Eastern EASTERNMSYPPLY 163d1DDMESiIC- ....u......... ...- L,«-.« FT MVERS,FL33932 HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 8OF11 BUILDING DROPS, INC. FBPECERTIFICATEOF AUTHORIZATION NO. 29578 DESIGN PRESSURE LIMITS FOR MULLION: 2" x 4" -ON E-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200,0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8 96 200.0 1 159.0 129.1 109.5 95.9 85.9 79.5 78.5 73.0 108 146.7 111.1 89.9 76.0 66.2 59.1 1 54.4 53.7 49.5 DESIGN PRESSURE LIMITS FOR MULLION: 2" x 4" - TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH (IN.) (IN.) 18 24 30 36 42 48 S3.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 96 200.0 155.1 124.1 103.4 88.6 77.6 70.1 68.9 62.0 108 145.2 108.9 87.1 72__ 2 62.2 54.S 49.2 48.4 43.6 •••••• • •• • • • ••••• C�LIALfFIEDi"Wt OR CLIPS • • o • o gib•• o •••••• •• • •••• •••••• •••• • 0000 0 0 0 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 **MUST BE USED IN PAIRS NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. ALUMINUM 6005-T5 TRIBUTARY WIDTH = W1+W2 2 TABLE NOTES: I -'-I MULLION MULLION ONE-WAY MULLION DIAGRAMS M TWO-WAY MULLION DIAGRAMS SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G: 0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. REVISIONS v . STf(T r o �: F ........... 'T " s\201111 BY DATE DESCRIPTION iBPE OFRT. OF AUNI�IQ . ND. 296]! Eastern EASTERN ARCHITECTURAL SYSTEMS A DNISION OF EASTERN METAL SYPMY 163A1 OOMEOCAVE. FTMYEBS,FL339U lansBl-z190 HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 02 OS 13 TJH BUILDING OROPS,IW INC DRAWWOIq: SCAIE: t FBVE CERTIFIUTE OF PA-0003 N.T.S. AUTHORRATION NO.29578 SHEET'. REV: 9OF11 DESIGN PRESSURE LIMITS FOR MULLION: 2" x 6" -ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 2D0.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 2D0.0 2W.0 20D.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 20D.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 20" 200.0 200.0 200.0 197.0 188.0 186.8 180.1 84 200.0 200.0 200.0 191.0 171.5 157.6 148.7 147.5 140.1 96 200.0 200.0 18G.8 161.6 144.1 131.3 123.0 121.8 114.6 108 2W.0 197.0 162.7 140.. 124.2 112.6 104.9 103.8 97.0 DESIGN PRESSURE UMITS FOR MULLION: 2" x 6" - TWO-WAY MULLIONS SPAN V TRIBUTARY WIDTH' W (IN. (IN.) 18 24p 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0200.0 2W.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 60 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 72 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 84 200.0 200.0 150.1 128.7 112.6 101.7 100.1 90.1 96 200.0 1970 . 131.3 112.6 98.5 89.0 87.6 78.8 108 200.0 175.1 140.1 116.7 100.1 87.6 79.1 77.8 70.0 • • • • • Q0A'OiIED ANICHDR CLIPS • •••••• • •• •• •• ••••• •••• •••••• ••••• o•• • O • ••O o • • • • • •••••• •••••• •• • 00,000 • • • • • • • • • • •••••• •••• • • • • •••• 0 0 0 0 2" X 4" X 5 3/8" L-CLIP ALUMINUM 6063-T6 "MUST BE USED IN PAIRS NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. 0.250" I 2.000" 6.000" 2" X 6°MULLION MULLION MULLION ONE-WAY MULLION DIAGRAMS MU ALUMINUM 6005-T5 TRIBUTARY WIDTH = Wi + W2 2 TARI F NnTFt- MULLIO TWO-WAY MULLION DIAGRAMS SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND S FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. \\' *f" REVISIONS �STRT a �4uu P. ]SS EAST D�LIIA IN�"SIE J7! DANA BEAdf FL ]]IID. BY DATE DESCRIPTION 10 OF EASTERN ARC 11-CTUI-SYSTEMS Easi®ra EASTERN ME- SYI P A'.aMw 04 ^ 16 DOMESMAW. �.. non... FT MYERS, R )3912 ••• •• ian�m.ziw HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS TJ H BONE. BUILDING DRORS, INC FBfE CERTIFICATE Of N.T.S. AUTHORIZAT ON NO.295T8 REV: EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES MULLMULL MULL SPAN'l' 'Wl' 'W2' —�{ I~— S AN T' -7SPAN'L' T Wl' 1Y= 'Wl' -------------- lo 'W2' L MULL SPAN'L' 'W2' 'W2, HORIZONTAL MULLION HORIZONTAL MULLION TRANSOM OVER MULTIPLE UNITS MULTIPLE UNITASSEMBLY Ell VERTICAL MULLION HORIZONTAL MULLION MULL L� MULL • SPAN'L' I� SPAN'L' • Leese• • ..•..• . Wl' Wl' • • e L 110'••••• •• • • • • •••••• 'W2' 'W2' • • • —� • 0*00 k L,,L---- AL • • • • • • VERTICAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION HINGED DOOR W/ SIDELITE ````��A�S F O114, REVISIONS .� Eastern ��AAorv�SION OF srsTEMs Cam+`• EABTERN METAL SYPRY NOTES: �� (vQ ,. :Ccp 1 16 1D0MESTK AVE. 1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT ? Z Q G �`. 0 C:� A n'. +: F MreRs, FL 33912 SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. ' 7 i TITLE: 2. IF THE LOADING TYPE CANNOT BE DETERMINED, USE TWO-WAY ASSEMBLY * * _ HVHZ CLIPPED ALUMINUM TUBE MULLIONS CONFIGURATION VALUES. RRTdT VERTICAL AND HORIZONTAL CONFIGURATIONS 3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. r w MULLION ASSEMBLY AND LOAD EXAMPLES O P,� �/ ` DATE. DRAWN BY: PREPPRED BY: i T� '••.., ,...•' �� 02 OS 13 TJH �� s Ci �� BUILDING DROPS, INC. DRAWING NO: SCALE: /'� FBPE CERTIFICATE OF P. F�,'FJ7�%%` PA-0003 N.T.S. {� AUTHORIZATION NO. 29578 ]YB EASf D '71M ILL SIE 3.18 SHEET: REV: oAMA BEA�G 33 w BY DATE DESCRIll- RE\' Il OF 11 R3PE fERT. OF ALIIN0RQAlION Na 28BTB - iiiii I //OAA\\ BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Product Evaluation Report Of Eastern Architectural Systems HVHZ Clipped Aluminum Tube Mullions for Florida Product Approval RMTOTRIMMOV 6th Edition (2017) Florida Building Code Method: Category: Sub — Category: 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com 1— A (Certification) Windows Mullions Product: HVHZ Clipped Aluminum Tube Mullions Material: Aluminum 6005-T5 & 6063-T6 Prepared for: Eastern Architectural Systems 16341 Domestic Ave. Ft Myers, Fl. 33912 `%%jjjt1IIiit�� •• ••• • • • • • •• `�� DES F. O Pre a by: •• �;•� .. .... �; Hermes F. MOrettt, P?E. • •• 7 -_ Florida Professional Engineer # 73778 Date+07✓OVY:8 ••. .•. • = "o T T [t! Corrtents6 •. • • . i F Evaluation Report Pages 1— 4 �is`S�0NAI- Digitally signed by Hermes re. Noreso,?.6a • • • • • Hermes'low M, P.E. Reason: I am approving this:docuraen: ; ; Florida No. 73778 Date: 2018.02.14 15:4 � 48 A054 i s 9 9•• • 0 • • •: ••• • • • •• a /a/A\\ BUILDING DROPS FL#: FL17472 A Perfect Solution in Every Drop! Date: 02/06/18 Certificate of Authorization: 29578 Report No: 5505 Manufacturer: Eastern Architectural Systems Product Category: Windows Product Sub -Category: Mullions Compliance Method: State Product Approval Method 1a Product Name: HVHZ Clipped Aluminum Tube Mullions Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Eastern Architectural Systems based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6th Edition (2017) Florida Building Code. See Installation Instructions PA-0003, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 61h Edition (2017) Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6th Edition (2017) Florida Building Code and does not require an impact resistant covering. Individual window units must be impact rated where applicable. 4. Site conditions that deviate from the details of drawing PA-0003 require further engineering analysis by a licensed engineer or registered architect. 5. All configurations shown in installation instructions PA-0003 have been qualified as required by Section 1709.8 of the 6th Edition (2017)Florida Building Code. .. 6. See Installation Instructions PA-0003 for sije anSd minpres6re limitations. . . . . . . . ... . ... ... . . . . . .. . . . . . . . . . . . . . . . . • •• •Hermes F. Norero, P.E. Florida No. 73778 ••• ••. Page 2of4 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . BUILDING DROPS FL#: FL17472 A Perfect Solution in Every Drop! Date: 02/06/18 Certificate of Authorization:29578 Report NO: 5505 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through Keystone Certifications, Inc. (FBC Organization #: CER1523). Referenced Code Sections: Referenced Data: 1. 1709.8 of the 6th Edition (2017) FBC 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization M TST1577) Report #: CTLA 301OW-4 Report Date: 07/18/14 Report M CTLA 3010W-4A Report Date: 07/18/14 Report M CTLA 301OW-5 Report Date: 07/18/14 Report M CTLA 301OW-SA Report Date: 07/18/14 Report M CTLA 301OW-6 Report Date: 07/18/14 Report M CTLA 3010W-6A Report Date: 07/18/14 Report M CTLA 301OW-7 Report Date: 07/18/14 Report M CTLA 3010W-7A Report Date: 07/18/14 Report M CTLA 301OW-8 Report Date: 07/18/14 Report M CTLA 3010W-8A Report Date: 07/18/14 Report M CTLA 301OW-9 Report Date: 07/18/14 Report M CTLA 3010W-9A Report Date: 07/18/14 TAS Reports Signed and Sealed by: Ramesh Patel, PE 20224 2. Certification Agency Keystone Certifications, Inc. (FBC Organization #: CER1523) ....... . .. .. . .. .. ... . . .. . . ... . . . . .. . ... . ... ... . . . . . . . . . • • .. . • . . . . . . . . . . . • Hermes F. Norero, P.E. Florida No. 73778 ••• . . . . .. ... . . .. . . . . ••. . . . . ... . .. . Page 3of4 . . .. . //O,\\ BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: FL#:FL17472 Date: 02/06/18 Report No: 5505 A. For two by (2X) wood frame substrate, use #14 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For metal stud substrate, use 1/4" Grade 5 self -drilling screw type metal frame anchors of sufficient length to achieve a minimum three threads penetration beyond metal structure. Refer to Installation Instructions (PA-0003) for anchor locations, design load tables, and further details of the installation requirements. Design Pressure: See drawing PA-0003 for mullion desing pressure tables, mullion profiles, and installation details. .. ... . .. .. ... . . . . .. . . . . . ... . . . .. . .. . ... . ... ... . . . . . .... • • .. ... • . . . ... . • . nermes F. Norero, P.E. Florida No. 73778 • • • . . . . .. ... . . .. . . . . ... . . . . ... . .. . . . .. . Page 4 of 4 Florida Building Code Online Page 1 of 4 BCIS Home Log In User Registration Hot Topics ! Submit Surcharge Stats B Facts 1 Publications Contact Us BCIS Site Map Links Search Product Approval d-b r USER: Public User 15 DA 0. w Product Approval Menu > Product or Application Search > Application List > Application Detail • L' FL # FL15210-R6 Application Type Revision Code Version 2017 # as Application Status Approved 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) Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbidgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440)969-9773 Ext16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L-1 Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2021 Ryan J. King, P.E. Yj Validation Checklist - Hardcopy Received FL15210 &6•COr?4� drtsicatggf IEd4erARce.odf • •• • • • • ••• • Standardaa0 as: a•: •a• i i ••• ASTM D1929 ASTM D2843 ASTM483a5 ••• • ••• ••• • ASTM 19636 • • • • • • • • • • • •• • • • • • ASTM 61360 • • • • • • • • • • ASTM E84 a • • • • ASTM G26 G 155 ••• a a • • ••• • • TAS 201, 2(12, 223 • • • • •• ••• • • • • •• • • • • • • • ••• • • •• • • •• • Year 1996 1999 1998 2003 2004 2005 1995 2005 1994 https:Hfloridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRCFP 2/25/2020 Florida Building Code Online Page 2 of 4 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 Florida Licensed Professional Engineer or Architect FL1521Q.,._f2F,.._Equiy_...(a) Eguivalenof Standards.pdf Method 1 Option D 08/13/2017 09/18/2017 09/20/2017 12/12/2017 FL # Model, Number or Name Description 15210.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series O Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.1.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 15210.1 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_._Rfi,.„_lI,.,.,(h,),.10s11.5210.2 pdf 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 15210.2 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.2.gdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.3.pdf 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 15210.3 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door - Grain/Rustic/Mahogany Series O Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.4.pdf Approved for use outside HVHZ: Yes Yejifi%d gy:4.yVong. ScDmLdt, P•Fr 43409 Impact Resistant: Yes •Created 6y Indape• emt third Party: Yes Design Pressure: N/A Other: See INST 15210.4 for Design Pressure Ratings, any #E alualJn b • • • • L.i521 RA 11a NIO.Tiodf additional use limitations, installation instructions and product •l reatle Sy Independent ThiM P80ty: Yes particulars. 15210.5 e. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O 6811"frtipact" OiazeAPiberglastCtngle•Door with Sidelite or :;ide4tts - In:wiag/OjjAwing (Q)tor•((:OXO - Fiberglass Door • Configuration" • • • • • • Limits of Use • Inst911atiorift%struttions • • Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes •created by Tndvpeadambihird Party: Yes Design Pressure: N/A Egalulltion tei" • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QRCFP... 2/25/2020 plastprq 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / OUTSWING "IMPACr' GENERAL NOTES 1. This product has been evaluated and is in compBance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT this product complies with Section 1626 of the Florida Buiding Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHT'requiring wind borne debris protection, this product complies with FBC6•akins 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This aoduct m*ejgt;,jqA level "D"•and "ludes Wind Zone 4 as defined in ASTM E 1996 and FBC • • .6•ati•ns 1609.1.22 & R301.2.1.2.1.• • • C • 44,Ltud coritaichosInchodris of these,units shall be the some as that shown for 2x buck masonry • sconstruction. • • S • 0%* bnditionsilthat Qe4iate from thIP eletdN}of this drawing require further engineering analysis by a • ,,gppd enginewk stared ar1Wt@,:.• . 7. • -QuM'ng conWtr&jpnyneet wqo i1ttition requirements for "HVHZ". All other configurations do • not meet the wrier inStontion requii errrerris for the "HVHZ" and must be installed only in non -habitable • • ?e%:or at habitable locations pr@tg %" an overhang a canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. •••••• •• • •••••• • • • • • • • TABLE OF CONTENTS ]fl Plr% DESCR PiIOfi • • • SHEET N DESCRtP110N i Typica ii�vptipns, Design Pressures & General Notes 8 Horizontal & Vertical Cross Sections Direct to Masonry) 2 Door Panel Details 9 3-point lock details 3 fate frame details and glazing details 10 3-point lock details 4 Horizontal & Vertical Cross Sections (2X Buck) i t Buck and frame anchoring 5 Horizontal & Vertical Cross Sections (IX Buck 12 Components d Horizontal & Vertical Cross Sections Direct to Masonry 13 80I of materials 7 1 Vertical Cross Sections (Thresholds) 37.50" MAX. OVERALL FRAME WIDTH I CONFIGURATION MAX. FRAME DIMENSION DESIGN PRESSURE (PSF) POSITIVE NEGATIVE x 37.6' x 82.0" +75.0 •75.0 See sheets 2 & 4 for hardware and lite frame design pressure limitations _Z iw1•,• \� a de n E a N C 6 u 1 y Y • 5 6 `o a M a aLL E Ei ii DAM n+tc r: JK a•c ;8 LFS FL-15210.4 EEr 1 ov 13 0.7" OX CAP)PVC) HINGE STILE (LVL) INTERIOR '°'m`— 1 HORIZONTAL CROSS SECTION Z 3&7F DOOR WIDTH • G{ •• 4 2 v • •• Q • SEE HARDWARE ••i�•• •• • i • •• • TABLE • • • ••� •• • • • • • • j • • • • • SEE HARDWARE • • • • • • • TABLE • • • • 000400 •••• • • 9DOOR PANE[ CAP (PVC) LATCH STILE (LVL) HARDWARE`IIA81E MANUFACTURER MODELMAX.DEWNPRESSURE KWIKSEI KNOB: SIGNATURE SERIES t 75 DEADBOLT: SIGNATURE SERIES (98D) SCHLAGE KNOB: "P"SHIES (PSI) ±75 DEADBOLT: "B" SERIES (660/62) PAMEX LEVER: IFL36 SERIES ± 75 DEADMXT: PD7 SERIES HOP►E MULTIPOMTLOCK: HLS90003-POINTTOHGUE t5O ENDURA MULTIPOK+IE LOCK: TKIIENNIUM 3000 (3-PT) t 75 See sheets 6 and 7 for muitipoint lock details. INTERIOR I j I J) I EXTERIOR • �, CpV pN W W O �y — o� � FIBERGLASS SKIN (0.12.7 MIN. THK.) FOAM CORE IL 0. n (POLYURETHANE- . • "p' 1.9 PCF MIN.) 1 A w `-T N 0 �n N ^ Z LY BOTTOM RAIL i '�' . a+m- 02116172 w^& N.T.S. (COMP.) mm BY: X VERTICAL CROSS SECTION "" ft. LFs ow,xrx+ "a.: 2 FL-15210.4 s W of s 3 242T MAX. FRAME WIDTH 5/8" GLASS BITE M^W MAX STRUCTURAL SIUCINE (DOW 995) D.L.O. WIDTH A3 = * 6 n EXT. � +A � m 1"OVERALL GLASS THK. V" : i 6 n LiI/8" ANNEALED GLASS i$ I�-1.8G 1.86" 'i i'''•.. ••. ...O` > a q O 0MI7'SAFLEX®PVB til! III% ``� o INTERLAYER a 1 Ar ANNEALED GLASSL i$ o _ 5 i AIR SPACE Cn 9 ci t = I 1/8"TEMPERED GLASS r m d a� RYP•) EXi FRAME lNf. FRAME a c c p ALUMINUM SPACER ,� Z 4Q NON STRUCTURAL SEALANT c m O A4 #7-19 X 13/4" PPH SELF-DRILUNG SMS a i INT. Gl cuzlNc DETAR m Lmj a Zo 00 WN 4.25' w � Q1 p �P•) ii omd OOL LICE FRAME 24" MAX. FRAME WIDTH s 2o.7s• Max. • • • • • D.LO.�TH 0000 .. • • �? • EXT. • . . • •rY v • I IT GLASS BITE A5 Pi O • • • • • • • • • • • • 1-1/4' OVERALL THK. GLASS STRUCTURAL SIUCINE (DOW 995) • :90 1 /8" ANNEALED GLASS Q o •••go• W •• • •••• w = • • 0.090"SAFLEx6PVB • • O • • • • •• • • • • INTERL4YER 1.59" i • LL• p • ITYP') • 1/8' ANNEALED GLASS i •• in ••� •• AIRSPACIT E • i • •• • • • • • 1/8"TEMPERED GLASS w ' o • • • • in a 1/2" NON-GROOVESWIGGLE j Z i v w/ DELCHEM#80 POLYSULFIDE A7 40 L___ 1.5* f aTE 02116112 0 1/8'BACKRLL A6 N.T.S. # 10 X 1-3/4' PPH WOOD SCREW arc ar JK 00 �— ExT FRAME INT FRAME SCREW CAP 3 T INT, G2 G1AZING DETAIL �— q6 A7 aa. er. LFS P) awn�c NO: fL-15210.4 0 RSL UTE FRAME SW 3 OF 13 q UM FRAME TABLE MAXI DE51G11' MANUFACTURER FRESSIlRE ODL ± 75 RSl ± 60 • • . •• • 94 • D •••••• °• a •• ., • • • • •6 • 0. 10000 •- •�• • 1-114"MIN. 11 11 L 9 EMB. (TYP.) 1 HORIZONTAL CROSS SECTION 4 wwng shown (h wmg smw- 4 ..,, snovm —11nsvang � «_ '4 MIN. 3. (TYP.) EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 4 wt mng shown (In wing n>.) II pN Z fit` yyJ.".4 /111 11\\ 2 o O o 8•:Z o xZ-4 11 �\ (1\ E Zm `•w V c N 9roa n ma.a.� cZ 0 �a In: JK c BY., LFS MW "Z FL— 15210.4 - 4 -JA `J : = nPn •� ''fffffltl >hP ill\ UVz V g Zg1W ff maa� c=° A a E E C 2 1 x m C c J aEn to J 1 2 m� N w va Ncn a E ° >p a Cy SU 7 7 a INTERIOR � �s —�� C i"' G I •:.• A �m ^a •.•.•• °. • ev • • • • • EXTERIOR 11 7 1 2 W W o 11 eh .:...• �.• .. 27 G A �•. 40 EXTERIOR INTERIOR � • • . • • • • • (TM�Xx L 1-1 !a^MB� . • EMB. (TYP.) » z • •.•.. • . as • 1 ease HORITOWAiCROSS SECTION _ 2 HORIZONTAL CROSS SECTION S t 5 VERTICAL CROSS SECTION hown : < ^ V • . • . • • e • i • . 5 0 t om_ QUtSwI (InSwing Slrnaor) 5 own w X wn onscl— OUhwing Shown (inswing SIrT1iICYl Ou shown DrwW sUrw�l N O "` . • 00 • • • 2 Z U N .. • • .... . • • • p we 02116 72 2 scue N.T.S. 3 oxc. fm. JK or. ft LFS e FL-15210.4 0 sir _L or • 11 •• 40 •• 11 •••�•• 9••0:90 • 1•I/4- MIN. • • • • s • • s •••••• B.(TYP.) • • • • • • • 1 WONOWAL CtON-MCTION • b • Ouiswulggtsfwwr� • INTERIOR EXTERIOR c D. prr.r 2 HORIZONTAL CROSS SECTION 6 Shown Drerl to Masonry Outswing shown (Inswing similar) P077/ �0 0. INTERIOR 3 VERTICAL CROSS SECTION 6 O w g shown Oni swing s( nky) 'it IIIt1\ \ m Z O M UN •• y O tl 0 2 V m C W \. VVV $ "1 >pLa DC a • C. 0 maaLD cW '1d V2; O C U� Z StWi� slxc: M.T.S. owa BY: JK dx. rrr: LFS 3 DRAW= NO.: K m FL-15210.4 a seer _�L OF 13 g" a" y 8a••Z a V (7 xZ� J O a In aa� 8 `oz EXTERIOR INTERIORa N � 9 8 40 z?p� &,2 Cy Y W a EXTERIOR INTERIORI W d EXTERIOR INTERIOR d • • •••• •• i • • • • i • • • 30 31 32 33 36 2 VEIMCAL CROSS SECTION $ 36 • • • 7 Shkt own w/ ADA ttreshoo 0 • 37 N N • • p ••••• • •• 38 WEi • t ic- ' ti ••••• •• •p •�•• , E d • s • •• �•�•• • ? ° 0i n • d ♦ d �N • L VfMCALCROYSSECRON 3 VERTICAL CROSS SECTION N z 7 Offing conftvotlon 7 huw conAgummn mm02116112 smL N.T.S. owc. BY,. JK CHI' ew LFS DRAMM MW FL— 75210.4 Ulm 7 a 13 l.s f MAX co 1.2S` �` MIN. F EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION $ Shown Tkect to Masory Outswlrg Dory w) 4-9/16 jamb /. rn • Z • • � Z • • • • � •� � • • • • • INTERIOR • ••••• 40 ••••• M N • 1-1/4` MIN. �• • • : • • • ° cr • • •• • •• • i • • • E i • • • • i EXTERIOR E •••• 1-1/4` MIN. M. (TYP.) tl 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 8 Outswinown gonlytw//49/16'jomb $Shown Dked to Outswingonlywi�91i'xjamb Zd IS E= MAX. m T 1.Y MIN. MAX. EXTERIOR ////J//ij MRERIOR 6 VERTICA/CCAAL CROSS SECTION $ Shown Direct to M Outswmg o* w/ 6-9 jamb to i (v /c` v v t-1/4" MIN. EMB. (TYP.) 3 HORIZONTAL CROSS SECTION g Shown Direct to Masonry Outswing only w/ 6-9/16 lamb INTERIOR a o ttpw. u r 0. .; o n m 1 ♦ S L O Oa-: Z x zoV m C (�. W a S m LL c° °z c of �i i z$ $ OH r �SI- �m w ip Ny K �2 0 O = x < `/ �1-1/4 MN. DATE: 02 16 12 EMB. (TYP.) s N.T.S. 4 HORIZONTAL CROSS SECTION oxa JK $ Shown Direct to Masonry CHL W. LFS Outswing only w/ 6-9/16 jamb DFAWW wo, FL-15210.4 see 8 ofly3 , t ci 8N •• 0 6 ` \ o O xZS � ym 0'� maid i � = V 0 2X BUCK IXBUCK G MASONRY x a 4 4 �$ A y r Y --Irlz.IT' a� S 2XBUCK $8 25 c~iI °d' � w HOPPEMULi[ROINTLOCKSET c C p • �� HLS9000 &Point tongue' ` i X BUCK G a tlo 1 DIRECT TO M MASONRY • • I.T' i �— 2X BUCK $8 • •••• • • • O IX BUCK • • • • • DIRECT TO • • • rE • • • . • • • MASONRY $ Ir • 2a • ••••.. • . •• •• TTjTj �� .•:•• •.. .•••.• 1 •••.• . <. .... O S ••.•.• • • • • . • • . • SiRIKE.IAMB N • • • • • • •• •• • • • wh:02 16 12 •..••• •• • • O WALL N.T.S. • • O onc. BY. JK cwc BY. LFS 23 MUlTIP01Nf S RIKE PATE 25 LATCH AND DEADBOLTSTRIKE PLATE Dp4wm W. Tongue system FL-15210.4 MANUAL RAISED TONGUE GEAR SYSTEM nrET _�L or 13 0 d F s o` ID a 'm lit QRZ 55 .ov vgzu V e Eo Zm• s4'm c _ d E oz N z�5 0 ow w aG R o � •••• c� • • • • • • .00. 60 • •• • • • o ••••• • •• • • ••••• • •• •• •• • ••••• •• • •••• 2XBUCK 58 • • •• •••• 1X8UCK G z • • • • : • • • DIRECT TO M ^ "' '• ••••• •• • •••••• MASONRY z • • • • N^z • • •• • •• aie02 16 12 z • • • • ••••• •••• • • ON.T.S. CAL ° • • J 7 am. ar. JK • ENDURA TRILENNIUM 3WO STRIKE JAMB DETAIL wo_ LFS 3 rc 3 pt. Lock FL-15210.4 N 0 m 10 or 113 a C a 'v D TYP. HEAD J & JAMBS MASONRY J OPENING 2X BUCK •� ••• ~ • • • • • ° I 4-9116' JAMB p DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 8) SEE HINGE L 2X BUCK o a T DETAIL (TYP.) G 1 X BUCK DIRECT TO D 5 MASONRY7L MASONRY OPENING TYP. HEAD & JAMBS FRAME � CJ 49/16" JAMB M O 2X BUCK 6-9/16" JAMB N DIRECT TO MASONRY _ JAMB (TYP.) _ (SEE SHEET 8) ADAYSILL _ ON • • • • • • • • • RUCKAMCNOIUNG ' I �' I S+ I SiRIKEJAMR • •••••• FRAME ANCHORING Masonry construction • •••• • •• •• •• CONCRETEAWCi1I NOTEst • • tl9SPIusted to the mh. DIRECT TO 4.9oricrete anchonoaorp or me coff"r" mobtdn Oedge dMance to matorjc* ts. t.19cmwe andv%l ted os ER mnnt be ousted ro toh mo ma&dg GS�e ro �1poh bncd concrete anchors FtJIER DIRECT TO %N MASONRY G 1 X BUCK MASONRY M 1 X BUCK G — �p be rapu r•d o erwr7e a NAx. o dinterufon are not exceeded. �. C seteanchorto�le: • • • • • • 2X BUCK • rP. HOR A OR MIN. �MREDMEIYT MIN. CLEARANCE - 1�t{i11SONRY MIN. CLEARANCE TO ADJACENT BUCK $8 2X BUCK • PE • Mr EccE; AMCtWR 1XBUCK 11 DIRECT TO 1 oN® t�� t-1/� • • 4 4 M MASONRY 11 • DIRECT TO 11 ELCO ULTRACON • • • 1-1/4 1• 4• MASONRY G 1XBUCK Im • 3/16- 1-1/4' ASSWM 1-t/2' 27 S8 2XBUCK — TAeeoN I, WOOD SCREW MLSTALIATION NOTES: mointoh a mYnfmum 5ff edge distance. 1"end cWance. 3 I"o.c. sparing of wood screws to prevent the sp6M&g of wood. LATCH & DEADROLT DETAIL HINGE DETAH Inswing t-A 11 An (j n a �an 100 ,sit 1111\ O 9 ; Z tv •; v C C v Q\g♦ npp a 9 W maaLL d o= 1a 1\j�r1. z C O 7d �$ R r m �r` O Y Q a � m HINGE JAM! DIRECT TO MASONRY M IXBUCK G 2X BUCK L 11 11 HINGE DETAIL Outswitg a, n N"2 DATE 02116112 SCME, N.T.S. DWG. er JK atc. BY: LFS DRAW= ND.: FL-15210.4 sNEEr i t ae ],3 6 244 — 2.13 L2 MY( o n •: 0 OUTSWRYG THRESHOLD OUISWING THRESHOLD POLY FIBER JAMB v E i m 30 DLP (G:OSR( Columbia F6gh Dom (5611� Q` o t a q ,• mo.o.� 4.6B" — 4.56" to ; n 2.36" --4— 2-rRcn z$ �pUTSWINGikRESHOLD 31 OUISWINGTHRESHOLD S plp (OOSHI CokxnW (575) Z WOOD JAMB w o _ o 5.67 5 ! S' 2 088" IITT ••••• asr F-�� • •• • • • N • • • • • • •��yy1NG R OLLf INSWING THRESHOLD O WEAlNERS►R!P DOOR BOi1�OM SWEEP w O 7 8 x N • • Endura (L.L tl • • • • Cokxnbia 5 U, • •• • • • • ••••••• •••••• 00 • as ••••• •• • •••• 4.56' • --� =� �'• • • • • • • • •4Sb" �M�o 009 • • —L MBE: 02 1612 • scum • N.T.S. • SNSWING THRESHOLD INSWING THRESHOLD ADA THRESHOLD mm W. JK 36 (— 37 LxP (�csl DLP CHL or. LF5 DFUNM NM' FL-15210.4 mm 12 of 13 4 o L F • •• • • • z • o • •• • • t • s• • • ga • • '� • • •••••• •••• • • • • A0 I ` It11�*y yyy V� VQ� a A �a= d m d U N .. _ E z�z o 9 `oa 0 • N� mdi� gq� ?W a z� J m 0 dW o 0 a a o0 dd W W Fn m� i N 0 Q N n y� i N ^Z U 0,�02116112 i scAm N.T.S. 9 owa ey` JK m CHL sr: LFS 3 N 0 FL-15210.4sHEET 13 ovJ a eru of alaie�raLs IIFM � DESCRI►flON MAiERW. A iXBUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /d"MAX. SHIM SPACE - D 1/4" X 2-3/d" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" x 3-i/d"PFH ITW CONCRETE SCREW STEEL I 1 /d" X 1 �/4" PFH ELCO OR ITW CONCRETE SCREW STEEL J 1 /d" X 3-3/4" PFH ELCO, OR ITW CONCRETE SCREW STEEL K 1/d" X 2-1/d" ITW CONCRETE SCREW STEEL t tl 10 X 2-1 /7' PfH WOOD SCREW (1.1 SWIN. EMBEDMENT} STEEL M 3Jl 6" X 2-1 /d" IT1N CONCRETE SCREW STEEL N 3/16" X 2-3/d" ITW CONCRETE SCREW STEEL P 1(d" X 2-1 /d" PfH ELCO CONCRETE SCREW STEEL i POLY FIBER JAMB COMP. /VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP �� 8 DOOR BOTTOM SWEEP VINYL 9 4" X d"BUTT HINGE S�� 1 T #9 X 3/4"PFH WOOD SCREW STEEL 22 3 POINT'TONGUE" MULTIPOINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM} STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOIT STRIKE PLATE (SECURITY} STEEL 29 AOA T LD ALUM 30 OUT3MVING THRESHOLD ALUM/WOOD • $ OUTS RESHOLD• • • ALUM/WOOD 3? OUTS TH ESHOLD • • ALUM/WOOD • �3+ OUTSWWJG TiIRESHOLp• • ALUM/COMP 34 OUTSWI THRESHOLD ALUM/WOOD 36 INSW NG THRESHOLD ALUM/COMP INSW G•i OLD • • ALUM(WOOD � INSWI RE$HOLD • • • � ALUM/COMP • q DOOR PANEL *SEE DOORW�NlL DETAIL SHEEP FOR CONSTRUCTION DETAILS - #10 1/ SCRE STEEL •'J7• BACKIN PLATE STEEL SB #8 X 7' P H WS • STEEL MUL IKE PLA STEEL 62 ENDURA TRILfhNIUM 30A0 LOCH( ASSEMBLY STEEL d R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33395 Phone 813.659.9197 Florida Board of Professional Engineers Certi6cale of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Plastpro, inc. Smooth / Wood Grain / White Wood Grain Exterior Swinging Exterior Door 5200 W. Century Blvd. Rustic / Mahogany Doors Assemblies Los Angeles, CA 90045 Series O Fiberglass Door Phone 440.969.9773 Inswing/Outswing - "Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 611320-3, Method 11) of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) 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 not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 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 FBC Sections 1609.1.2.2 & R301.2.12.1. 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 overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01390365 TEL 01391846 ETC-05-255-16776.0 ETC-06-255-17412.0 ETC-07-209-19303.0 2. Miami -Dade NOA 17-0712.05 16-0314.11 3. Drawing No. No. FL-15210.4 4. Calculations Anchoring ASTM E 1300 Glass Load 5. Quality Assurance Test Standard TAS 201-94, 202-94 & TAS 203-94 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, 638-03, 1929-96 & 2843-99 Materials Saflex PVB Interlayer (Eastman Chemical Company) Royal Mouldings (Ext. PVC) Testing Laboratory Testing Evaluation Lab., Inc. Testing Evaluation Lab., Inc. ETC Laboratories ETC Laboratories ETC Laboratories Signed by Lyndon F. Schmidt, P.E. William Shelton, P.E. Joseph L. Doldan, P.E. Joseph L. Doldan, P.E. Ben Meunier Prepared by • • 000 : • • • Zidnod & Sealed by 111111d RW pa b Building y Consultants, Inc. (CA #9813) ,,�� • * ZN;n ddtf. Schmidt, RE, Prepared ed & Sealed by ••i ""A RW Building Consultants, Inc. (CA #9813) ,ems •�1 '` '.• °ram Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. w No 43{)9 • • 44;;• • M •�" • • • * • • •� • • •• • s • • • • m !, c11�. y�-� 4 • � • • AT `P� � • �• may, ••y 6yndor6F Schmidt, P.E. _No. 43409 - e & i• i i • • • •�L PE 9/18/20117 Sheet 1 of 1 1r:861 ••• • • • ••• • •