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WS-16-527Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756.8972 Inspection Number: INSP-253636 Permit Number: WS -2-16-527 Scheduled Inspection Date: January 18, 2018 Inspector: Riveron, Alexis Owner: DOWSON, DAVID AND NANCY Job Address: 65 NE 95 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: SUN AIR WINDOWS & INSTALLATION INC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number, (305)754-1685 Parcel Number , 1132060130710 Phone: (305)620-8594 Building Department Comments INSTALLATION OF 2 IMPACT WINDOWS 3 SINGLE IMPACT FRENCH DOORS 1 SLIDING DOOR IMPACT AND 4 PANELS lnfractto Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid January 17, 2018 For Inspections please call: (305)762-4949 Page 4 of 33 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 RECEIVED UG 2 9 2016 FBC 20 Master Permit No. WS i Sub Permit No. fUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION RENEWAL PLUMBING JOB ADDRESS: City: MECHANICAL PUBLIC WORKS ❑ CHANGE OF 0 CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 65 N.E. as Miami Shores . County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: - Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder)): ,,�J.UL I..�t,�J(,�, OV \ Phone#: 70(0- 556, -4664)Address: V'S �`E• qL Wi t. City: KRA' .. SRO re -S State: ��or�da Zip: 38 Tenant/Lessee Name: Phone#: Email: w. CONTRACTOR: Company Name: 'ti af2A Y 1 Kty- w (flap lots Phone#: 505 - 62-) — 411)9 Address: t (U7onnO C " `�,��d4a L4 � V e, - _ �J City: i 10�,�/1 l xc(V) State: I,©rldA Zip: 30455 Qualifier Name: Eir.K-1.) lG• P.hone#: - 7 o594- State Certification or Registration #: -> ' f Certificate of Competency #: ©0'00L`2 iD W DESIGNER: Architect n inee a Mani) �A 1j.%�OU� P c./ L."�EV AP Phone#: 7S10-4.1-56— ,Z 2-1,100C' S �,61C Aye ` Cit'.,A >r Address: y: CW -16/ v State: Ftel, Zip: 33190 Value of Work for this Permit: $ (2) qo Square/Linear Footage of Work: '25g 2 c Type of Work::.ELAddition 0 Alteration \iiA! SA!'" -�' �' � - '. fir. Description of Work:tt Ek'ititerti New Demolition 32LA H to cY, ir,noil4; Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $. Structural Reviews $ 14, Permit Fee $ CCF $ CO/CC $ Radon Fee $ DBPR $ ' . `. �( >, Notary $ I Training/Education Fee $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ 9s" 90 r T r Bonding Company's Name (if applicable) t, : s; Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all _ applicable laws regulating construction and zoning. 1 , f 1 , . "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." . 1 .. r Y Notice to Applicant: As a condition to the issuance of a building permit with an estirriated 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 •1`. t k, r J I �.t; ,v s,,, 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 o s seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv d • d a reinspection fee will be charged. � r� ,I Signatur or AGENT Signature • J `1 r s- r t ..2 . CONTRA R= itj_i�a' ��JY1 9Iiyl( oing instrument was,acknowledged before me this ,, .The foregoing instrument was acknowledged before me this The for JV ,20 ( ,by �) , who is personally known to Z(2 day of i me or who has produced •pers-c 1 y 04s identification and who did take an oath. r1� NOTARY PUBLIC: Sign. Print: Seal: Z day of A 3 f*.(, r -a 20 1(o , by , who is personally known to ' i&. +'t me or who has produced identification and who did take an oath. ,. NOTARY PUBLIC: nty ii novo 0 DIAZ LANZ r I : 1,1- " Sign: l `'�' t'Y Pririt A- A .7.. h ill as * tlt tit tit APPROVED BY (Revised02/24/2014) *** ** ' Seal: ti : onded through National Notary Assn.. ;Jun 20019 ***tit ** tit ************* tit **************** tit ********** ******************** Plans Examiner Zoning Structural Review Clerk SinC\Ait *iiicw, Scut aix Windacue 4 3eaxida, .7nc. 16760 .N.W. 42" avenue .Micuni, s.e 33055 August 29, 2016 To whom it may concern ,ieeephone: (305) 621-4109 (305) 620-8594 3acoinzile: (305) 621-5976 Home Owner was not ready, because of others job and Projects he was doing and my workmen Comp. had expired. Any questions feel free to call me at: 786-344-9781. Sincerely yours, Erik Diaz. Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 65 NE 95 Street Miami Shores, FL 33138- Owner Information DAVID AND NANCY DOWSON Permit NO. WS -2-16-527 Permit Type: WindowslShutters tmClassification: Window/Odor Replacetn Permit Status: APPROVED Issue Date: 3/212016 Expiration: 08/29/2016 Parcel Number Applicant Address 1132060130710 Block: Lot: 305 NE 91 Street MIAMI SHORES FL 33138-3129. DAVID AND NANCY DOWSON Phone CeII Contractor(s) Phone SUN AIR WINDOWS & INSTALLATION (305)620-8594 CeII Phone (305)754-1685 Valuation: Total Sq Feet: $ 12,490.00 232 Type of Work: INSTALLATION OF 2 IMPACT WINDOWS 3 No of Openings: 10 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $7.80 $3.00 $3.00 $2.60 $200.00 $12.00 $10.40 $238.80 Pay Date Pay Type Invoice # WS -2-16-58830 02/26/2016 Check #: 1100 $ 50.00 $ 188.80 03/02/2016 Check #: 1098 $ 188.80 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin•. Futhermore, I authorize the above-named contractor to do the work stated. Authorized Building D March 02, 2016 ig a;, re: er plica. / Contractor / Agent opy March 02, 2016 Date 1 BUILDING PER ► IT 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 FEB 26 2016 BY:\ r - FBC 201L1' Master Permit No k) Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: City: ,^ Folio/Parcel#: I f — 32-06 -- 013 — OT -((i Is the Building Historically Designated: Yes r NO Occupancy Type: Miami Shores County: Miami Dade ❑ EXTENSION El RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: �40 Load: Construction Type: New Flood Zone: BFE: FFE: (OWNER: Nammee,(Fee Simple Titleholder): ADQd1/?1[' 6 f phone#:? /(U (567c %i% Addresses 365 4/ W Cites Y / r tai 11/ms( 3//5 rst7670 �_. Mt, 33/J r Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 42:1' , A Add ress:� r� J ' 1"/((W 4' 4< <2x v� M�rViklei(u.s. 1 / • City: r Phone#: 6" iOZ1-4CO g State: RE Zip: 33n6-5- Qualifier Jr36-5 Qualifier Name: 1 Phone#: JI State Certification or Registration #: Certificate of Competency #: OO %goZ' DESIGNER: Architect/Engineer:rcpiano �(-(ailyI 1 . e--,/ 1,� ^b''-- �P Phone#: ? - 1 o e ,Z Address: 219 6'%wV c cu e ` City: & rimy State: Zip: 33Y10 4d Value of Work for this Permit: $ 12-040 Square/Linear Footage of Work: 2.32 . 1 • Type of Work: ❑ Addition ❑ Alteration Description of Work: Pu'incie S�SerS :u.j` L4. ts) )/ St :1 A t lrrrV i ❑ Demolition ab! Ji ,n 3102l fl11 +C\ I V i:f ltl E"! JAW, ti:+! Specify coloCrnof coIv tlini *tile:, ° ,.-43 Submittal Fee $ c—d -cDcj Permit Fee $ X0r �� CJ DBPR $ Scanning Fee $ L2- `CC) Radon Fee $ co 1PI�:C�:144iS.('^'1!;3!ellS ♦ Rtn 1lf."�:il-'1 �...11.:{li :j�'IF Hj� Nt111. CCF $ t ' CO/CC $ ALJ Technology Fee-$ ( i6 Training/Education Fee $ ` �`2,0 Notary $ Double Fee $ Structural Reviews $ Bond $ T� (Revised02/24/2014) TOTAL FEE NOW DUE $ (SE 'CJD Bonding Com•panKs Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING*TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT -IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement.and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rein pection fee wi be charged. r � Signature . / 0 (O� O.W--NER or_ENT ({ The for 'ng instrument was acknowledged before me this ' / 1 day of , 20 �(.' , by '�i2 • tures VL , who is personally known to -(:)\ - ,j , ,' . ( } me or who has produced' )1411 y t4M /1 as‘ . r r t`rct /I s 11,1 identification and who did take an oath. t , / _.[ - NOTARY PUBLIC: Sig • Print: Seal: rentamil + C' • The fore I CONTRACTOR ) oing instrument was acknowledged before me.this le day of F>✓C7 � t , 20 t.22 , by Lit G Z , who is personally known to a r `I t `"me or who has produced" fp-j'9tj1 dt y 61{2,GOn • 1.1'N r t. identification and who did take an oath. NOTARY PUBLI : Sign: tn1 ,n ' t- Print: } as a e o or a 2.' •` Commission # FF 216257 ;��' My Comm. Expires Jun 26, 2019 ''''''' '`'' Banded though National Notary Assn. APPROVED BY (Revised02/24/2014) t� Seal: a �,�Commission # FF 216257 My eta:; Comm. Expires Jun 28, 2019 ' 'gRtNio Bonded through Nations Notary Assn. ****************************** — Plans Examiner Structural Review r *************************** Zoning Clerk Municipal Contractor's Tax Receipt.. M iam i -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY CC Na 900018029. BUSINESS NAM E/LOCATION SUN AIR WNDOAS OF FLOIDA INC 16760 NW42 AVE MIAMI GARDENS FL 33055 RECEIPT NO. 7477244 EXPIRES SEPTEMBER 30, 2016 OWNER TYPE OF BUSINESS SUN AIRIMNDOVIS&INSTALLAIION INC S:13CIALTYBUILDING CONTRACTOR Restricted to City of Miami Shores For more intonation, visit www.miamidade.gov/taxcdlector Pursuant to County Code Sec 10-24 PA YM ENT RECEIVED BY TAX COLLECTOR 37.50 12/11/2015 0242-16-000952 001091 Local Business Tax Receipt Miami -Dade County, State of Florida, -THIS IS NOTA BILL - DO NOT PAY 2424786 BUSINESS NAME/LOCATION. SUN AIR WINDOWS OF FLORIDA INC 16760 NW 42 AVE MIAMI GARDENS FL 33055 RECEIPT NO. RENEWAL 2546787 EXPIRES SEPTEMBER 30, 2016 Must be displayed at place of business Pursuant to. County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS' PAYMENT RECEIVED SUN AIR WINDOWS&INSTALLATION INC 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR Workers) 5 000018029 $45.00 09/17/2015 CHECK21-15-131864 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit. or a certification of the holders qualifications, to do business. Holder must comply with any govemmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visit www.miamidade.gov/taxcollector CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 000018029 SUN AIR WINDOWS & INSTALLATION INC D.B.A.: DIAL ERIK C Is certified under the provisions of Chapter 10 of Miami -Dade County VALID FOR CONTRACTM UNTIL 09/30/2016 QUALIFYING TRADE(S1 0023 GLASS & GLAZING :wand H. Sates P.E. Secretary of the Board Mani -Cade County retains all property rights herein. ow. arrantitlade.gov/economy O ORDER IJ ". +. 'ESTIMATE 0 SUN AIR WINDOWS OF FLORIDA, INC. AWNING WINDOWS -SINGLE HUNG -SLIDING DOOR -SCREEN & GLASS STORE FRONTS -TUB & SHOWER ENCLOSURES -MIRRORS 620-8594 16760 N.W. 42nd AVE., MIAMI, FL 33055 PHONES: 621-4109 Fax 621-5976 CUSTOMER ' JI,��''/�`/E�7 PaWSQN' r�r AD�6-1' RE 7 5 tr- STREET ADDRESS V• W r MiA4li _ ofvCITY STATE PHONE YOUR P. . NO. ENGINL R F ! lc Q14%` 0714 IOUR Nt/.NO. ► •LEGAL oWNERS DESCR, , i l by iv 4rP1- QUANTITY SIZE TYPE -- GLASS DEL ONLY IN- STLro UNIT COST TOTALS ./ t10tI2 X6)13/ ---q-OA`100.)-r OXKO ! r',7 6'q, ‘ 1 1 2- x c X? ).- '4-+-4-E W"lr ate 37 111-X 135 /k (�nC-� b,)/- A `cw - ,4(�.,4_6,f it 9L.)( v,--( 'h.=�"(jJ1 OST k t r .r/ . • 0(( )"t 3 7 1/1.._)c• F5 'ft_ ` ` c--4 )air k If - €i y tr A -A , 1 f11 K'5 1'/4 14.2z/1 xo x 'SP Prc7 la4 6 (4-s` r •, ,4LL i i i 1 ,0.—pel c.'-- .. .. . _ ... � d W 1 ry 1"'r'_ Ji Atiy pki �J �)4.y k t rr. f5v bo (0.,[.�1� , • INSTRUCTIONS: r,,a,„„ ,, ,,1/ ,„..0_,i2( k AMOUNT f (.4.44, NOTE ' 1. Materials be invoiced SALES TAX ("AA— !42-- will upon shipment from this company's warehouse of frames and/or glass. Derisory and/or installation of screening may be withheld for convenience of customer. but this shall in no way affect date of invoice or amount dna. .., INSTALLATION ! A41"....6.... n, 2. In the 'event that amount herein shown is not paid when dun, interest at highest legal rate per annum shall accumulate on total amount r nwining dun. All costs of collection !hall be paid by the -customer in- dud TOTAL %1 ' v i�, 6 1 v`/ � o reasonable fee.i li eredya 3. Title to materials delivered and/or Installed pursuant to this order shall remain in Nue mom. of SUN AIR WINDOWS OF FLORIDA. INC. until sane is paid in full, and the -waives Sales Dept.If (I� ! " DEPOSIT 4 O J� w purchaser all right to homestead and other exemption under state Row applicable. SUN AIR WINDOWS OF R.ORIDA. INC. shoR not be responsible for delay in delivery resulting from striker. labor 4 v BALANCE DUE s , / n V- _ r_ ddhcuIM,, fir. or other casualty, or any causes whatsoever beyond its control. Prices sub- hod to thonge Without nce. i - Dat.— 4. Contract trice does not include any O imtoliulion his herein. Cradi►'Dept•r v = permit unless stated 7 - _ ts--\ • CUSTOMER / ^� TERMS. L) I_/�j l �v / l" L 2 C SNOLLbr1f1r)3121 aNv STI9:' At.Nr100 (NV 31b1S 1V1:1303d T1V F-WM 3aN'vfidt'VJO O i.103r9ns Date Company Name Address City State MecaWind Std v2.2.7.0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com : 2/1/2016 : MDS ENGINEERING CORP : 7850 S.W. 132 AVENUE : MIAMI : FLORIDA • File Location: Project No. Designed By Description Customer Name Proj Location C:\Program Files (x86)\MecaWind\DAVID DAWSON 65 NE 95STREET7wnd : JobNo : MARIO DUANY,P.E.,CMC,LEED AP : WINDOWS.AND_DOORS INSTALLATION :el DAVID DAWSON . 65 NE 95 STREET Input Parameters: Directional Procedure All Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc = Epsilon Pitch of Roof _: Mean Roof Ht RHt: Ridge Ht = OH: Roof Overhang at Eave= Bldg Length Along Ridge = 175.00 mph II N/A 1.00 9.50 0.11 0.15 0.20 0.20 2.105263 : 12.50 ft 15.00 ft 2.00 ft 48.00 ft Heights Building (Ch 27 Part Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin 12 Slope of Roof(Theta) Type of Roof Eht: Eave Height Overhead Type Bldg Width Across Ridge= Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.85 1) C No 0.85 900.00 ft 1.00 0.65 500.00 ft 15.00 ft 9.95 Deg GABLED 10.00 ft OH w/ soffit 53.00 ft = 15.00 ft. = 0.23 • ••• = 427.06 ft • • • = 0.92 0.88 • Gust Factor Summary •••••• Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 (Dm Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi •••••• GCPi : Internal Pressure Coefficient = +/-0.18 • • • • Wind Pressurs Main Wind Force Resisting.System (MWFRS) - Ref Figure 27.4-1• • • • • • •• • Kh: 2.01*(Ht/Zg)^(2/Alpha) ••• • • • •••• • • • • • • • • • •• • • • • • •• •••• • • • •• • •• • • • • • • • • • • • • •••• • • • • • Kht: Topographic Factor (Figure 6-4) Qh: .00256*(V)^2*I*Kh*Kht*Kd Cpww: Windward Wall Cp(Ref Fig 6-6) Roof Area Reduction Factor based on Roof Area = 1.00 = 33.94 psf = 0.80 = 2777.79 ft^2 = 0.80 MWFRS-Wall Pressures for Wind Normal to 48 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wail -0.48 Side Walls -0.70 Wall - 19.93 -7.71 - 26.30 -14.09 Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward 10.00 0.85 1.00 0.80 33.94 16.97 29.19 36.90 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) Roof: 0.0 ft to 5.0 ft Roof: 5.0 ft to 10.0 ft Roof: 10.0 ft to 20.0 ft Roof: 20.0 ft to 57.Oft Overhang Bottom Side (Windward only) - 0.90 -32.07 -19.86 - 0.90 -32.07 -19.86 - 0.50 -20.53 -8.32 -0.30 -14.76 -2.55 0.80 23.08 23.08 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta<= 10 Deg base calcs on Eave Ht 0000 Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal• B1c dress •••• Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCP14.9 • •• • Note (5) Overhang bottom based upon windward wall Cp and GCpi = 0. • • • Note (6) Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta= 10.0 Deg, h/.=•d.19 • •• MWFRS-Wall Pressures for Wind Normal to 53 ft wall (Along Ridge) 0000 All pressures shown are based upon ASD Design, with a Load Factor of .6 •••• •• • •• • • • • • •• •••• Wall Cp Pressure Pressure • • • • • +GCpi (psf) -GCpi (psf) •• •• •• • Leeward Wall -0.50 Side Walls -0.70 Wall - 20.53 -8.32 - 26.30 -14.09 • • • • • • • • • • • • • Elev Kz Kzt Cp qz Press Press Total •• • ft psf +GCpi -GCpi +/-GCpi Windward Windward 15.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 10.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) Roof: 0.0 ft to 6.3 ft Roof: 6.3 ft to 12.5 ft Roof: 12.5 ft to 25.0 ft Roof: 25.0 ft to 48.0 ft - 0.90 - 0.90 - 0.50 - 0.30 - 32.07 -32.07 - 20.53 - 14.76 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.21 Wind Pressure on Components and Cladding (Ch 30 Part 1) - 19.86 - 19.86 - 8.32 - 2.55 • • • • • • • • • • • • 0000 • • • • • • • Roof not shown Wails a a i► Gable Roof 7 < 0 <_ 45 All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 4.80 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf F. DOOR -1 H. ROLLER -2 S.G.D-3 FIX -4 F. DOOR -5 F. DOOR -6 2.83 7.00 19.8 4 0.85,-1.05 35.06 -41.67 3.08 4.21 13.0 5 0.88 -1.36 36.05 -52.28 •••• 3.70 8.00 29.6. 4 0.83 -1.02 34.11 -40.62 • • 1.25 6.00 12.0 4 0.89 -1.09 36.23 -42.97 • • •••• 3.12 8.00 25.0 4 0.84 -1.03 34.51 -41.06 •••• • •• • 3.12 7.00 21.8 5 0.85 -1.28 34.83 -49.56 • • • • •• Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd • = 0.85 = 33.94 psf••••• •••• • • •• •• • •• • • • • • •• •••• • • • •• • • • • • • • • • • •• • • • • • • •• • • • • • • • • •• • •••• • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90_Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use I of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hi a. - • , Hurrican DESCRIPTIO ► . Series "NS -8700 ng -Frame " Aluminum. Horizontal Sjiding Windb , MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy { APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 1•ierizontaI Rpiijng• Flange • , Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B'',titaed 08/12/141,'prepare'd' • •' by manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the MIM—Dade County Product• • • • Control Revision stamp with the Notice of Acceptance number and Expiration. Safe by the: Miami --Dade • • .. County Product Control Section.MISSILE IMPACT 0-T— •••• . LABELING: Each unit shall bear a permanent label with the manufacturer's)1d :or logo, dity, state, series, and following statement: "Miami -Dade County Product Control Approve?", unless otiierwr*se noted herein. . . . •• RENEWAL of this NOA shall be considered after a renewal application has been filed and time has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No..12-0127.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3; as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. . NOA No. 1470904.14 Expiration Date:- April 11, 2017 Approval Date: November 13, 2014 Page 1 • . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. . (Submitted under previous NOA No. 11-0705.10) • 2. Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08111/14, prepared by manufacturer, and signed and sealed by Thomas S. Sotos, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) •••" 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS42-94 • along with marked -up drawings and installation diagram • of $ 'Spirt imens.. • : of an aluminum horizontal sliding window, XOX (1/4,.:1/2, 1/4 end 1/3, 1/3) configuration, prepared by Hurricane Engineering •&'estin¢, , Test Reports No.'s HETI-10-3047, HETI-10-3053 HETI-10-3051, HETI-1b-313c•-••• • • • HETI-10--3223 and HET -10-3225, dated 03/23/11, signed ana:sealed by; � i ido F. Font, P. E. Submitted under revious • ( p ..Z11)9.No. 11-0705.10) • 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-04: - • • 2) Cyclic Wind Pressure Loading per FBC, TAS 2K-94 • • along with marked -up drawings and installation diagram of ali•aluininur Iioi-;zontaI sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3048, HETI-10-30491, dated 11/09/10, HETI-10 3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI 10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda; P.E. ,Th‘ ; (Submitted under previous NOA No. 11-0705.10) � Jaime D Ga cs on, P. E. Product Control Section Supervisor NOA No. 14-0908,14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FRC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed andd seal d038by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 •••••. 5) Cyclic Wind Pressure Loading per FBC, TkkS 2(!i-94 • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS'202' 94 % • • • •• • • along with marked -up drawings and installation diagram :on ,specimen•s• of ax • aluminum horizontal sliding window, XO configuration, tiott Testing Laboratory, Inc., Test Reports No.'s J TL--097IT 359$ and:FIT-3364 •• dated 12/06/01, 12/11/01 and 01/28/02, all signed and seeded• by Ur?: toni< (Submitted rniderd3/V•o. 01-70,227.0.9 Figueredo, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural prepared by Lawson Industries, Inc., dated 05/28/09, 01/25/12, signed and sealed by Thomas J. Sotos, P. B (Submitted under previous NOA No. 12-012Z08) 2. - Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE • • 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont for their "DuPont Butaeite® PVB Interlayer." dated 04/11/13, expiring onNemours 12/1'1/16.. • • . • • analysis, cdfhpl5ingf► ►�tt• FBC revised on 07/10 and updated on • . . E-2 Jaime 1). Gascon, P. E. Product Control Section Supervisor NOA No. 14-0998.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 . Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), signed issued by manufacturer, dated 09/02/14, si and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the Iaws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J Sotos, P.E. (Submitted under previous NOA No.12-0127.08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI 10 3049, HETI-10-30491, HETI-10-3050, HETI-10-3M,, t,. HETI- 10 305213, HETI-10-3053, HETI-10-3056, HETI-130.5';, HE -10 313x; • HETI-10-3131, HETI10 3223, HETI-10-3224, A;224, HET - ?.25 a d• TI-]A�.; • 3226, all issued by Hurricane Engineering & Testing, Inc.,.date .11/09/10, 03/23411 • and 04/25/11, signed and sealed by Candido F. Font, P. E. • • • • • •• • •..• • .. (Submitted under previous NOA No. 11-0705.10) • 6. Laboratory compliance letter for Test Report No. H1 Tl ji1-32&1..issued „ • Hurricane Engineering & Testing, Inc., dated 04/25/11, signed end sealed by Rafael •.• E. Dr oz-Secla, P. E. • (Submitted under previous NOA No:1. W.705. • • • • 7. Laboratory compliance letter for Test Reports No.'s IEEZU-418-2033=.HETI • • • 2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, 1kTI-48-238,; HETI 08-2116A and HETI- 08-2116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submited under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No.'s FTI. -3097, FTI -3098 and FTI -3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS -8700 (Flange -Frame) Aluminum Horizontal .Sliding Window - LM:I.", approved on 03/29/12 and expiring on 04/11/17. L�-3 Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E , \\- s.\\• ;;� oH@ UO / NOTE: .X .Q 1) REFER TO SHEET 2 OF 10 FOR 11T8TALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, A1, 8, & 91" REFER TO SHEET r3 3 FOR HORIZONTAL CROSS-SECTION DETAILS "C, D, & E" REFER TO SHEET #4 4) REFER TO SHEET 0 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. NOTE8: ER TO SHEET 2 OF 10 FOR ILS AND NOTES. 2 FO1 R VERTICAL CROSS-SECTION DITAUSS"A,oAl OCH& 8OR 1" RAEFER TO SHEET 13 3 FOR HORIZONTAL CROSS-SECTION DETAILS "DL & 2" REFER TO MEET p0 ,4 (REFER TO SHEET 8 OF 10 FOR 118102 'AAD CHARTS AND NOTES. / 1_1 ;;� oH@ { I, / '/ NOTESla- Un -Equal Lite (1J4-1/2-1/4) 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & 81" REFER TO SHEET (13 3 FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET pe 4) REFER TO SHEET 7 OF 10 FOR DEEM TOAD CHARTS AND NOTES, r SERIES -8700 HORIZONTAL SLIDING .IMPACT' WINDOW I APPROVED ELEVATIONS • • ••• . ' • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• •• • • • • • • • • • • • • • • • • ••• •• • • • • •• •• • • •• • General Notes; •1 )•THi9 WINDOWSYSTEi1 19 DESIGNED AND TESTED TO COMPLY 711TH THE •RBQi1RE14ENTS•0F'RHE 2014 FLORIDA BUILDING CODE INCLUDING HIGH • VETAGITY HUIMICANO ZONE (HUH2) AND ASTM 1300-02. THIS PRODUCT • • 13.1VFACT RWITANTv (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. �) ANCUORSANWN piti SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON • •AL; N1DOW BIZR9-ACRE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER • •(01C.)•AND•A3 TABULATED ON SHEETS 8, 7, or 8.. •44Qji 0NDITION NOT DESCRIBED IN THESE DRAWING'S ARE TO BE • Et�i[i1)Z D J)N•A• E SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND 70.13E REVIEWED BY BUILDING OFFICIAL 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED /BASS TYPES TABULATED HEREIN (SEE SHEETS #8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEEN #6, 7 or 8). 8.) WINDOWS WITH GLASS TYPES "A, 0, OR Cr INSTATIED ABOVE SOFT, IN THE HVHZ, THE TA. EXTERIOR UTE SHALL BE TEMPERED. 7.) SEB SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLA88 TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON NO or OX" WINDOWS, 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE "XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE '710X" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 0. 13.) EXT. & INT. FALSE COLONIAL MUNTINB ARE OPTIONAL & AND ARE APPLIED W/ 811ICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (87 OTHERS), PRIOR TO WINDOW INSTALLATION, (SEE SHEET g3, 4 & 6 FOR DETAILS & NOTES) WOOD BUCKS TO BB ANCHORED IN COMPUANCE WITH TER 2014 PBC CHAPTER 24 SECTION 11.3,3.3. 18.) APPROVAL APP028 TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET ¢ 8 FOR MULIION/HETAL ATTACHMENT DETAILS, NOTES & OP710N8, 17.) MILLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF 111A1I-DADS COUNTY APPROVED WINDOWS USING A 1111.1 1 -DADS COUNTY APPROVED MULLION 1N BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE PROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE EHTLRB MULLED SYSTEM, 18.) ML METAL/STERL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATHE[AL9 TO DE PAINTED 011 PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BDG. CODE. DPRuiOug CoODUCTREda V18BD Asa mplylogwith WoPlotld• �( AcapinncoNo Expl Dem •mr i r X11 08.14 2017 2 1 1 1 I8 1 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• • • •• • • •• •• • •• •• •• • • ••• • •• •• • • ••• TEST UNIT SIZE: 111' X 83, * !RETALIATION FASTENERS (A) 10 AT FRAME READ (14 AT FRAME HEAD IF DP ABOVE 70.0) (8) 10 AT EA. FRAME SILL (C)(5 AT EA. PRAMS A4D14 AT FRAME SILL DP ABOVE 70.0) •SEE GENERAL NOTE 10 & 14. TEST UNIT SIZE: 111' X 83" INSTALLATION FASTENERS * (A) 10 AT PRAMS HEAD (0)(10 AT EA. FRAM 14 AT RE HEAD 8IIL DP ABOVE 70.0 (C) (14 AT EA.AT 900 81RFRAME JA IF MBP ASOV0 70.0) 0*ERE OENEPAL 707E /3 & 04. )1 85 3/8' OVERALL FRAME WIDTH 84 3/8' INTERIOR FRANC WIDTH INTIOHAL ANCIIJRS RE1T1 AT IEEDUNG RAI1.8 + D70PSSF YI OTAL MHOS 1--,11.3751-1" TEST UNIT 312E: 74' X 03' •-.. • INST'AU4710N PHERS • • • •• • • • ,IA) (8•AT 11EAD j DP a00VIC 40 Obew • `tlI(OA�R�SF DP DOVE '�.0)• —F • • • (Q'. K1deERAC NOTE A3 tr ro� • O AMORNOTES! I t L SANE ANCHOR SPACSIDAT HEAD 6 SILL 2. TWO 9851010NAL NORM REQUIRED \ , AT MEETING RAILS FOR UNITS WITH DP ABOVE +701.5F / - 75PSF C4 TOTAL) 111111P 'XOX" WINDOW EQUAL LITE L'&IG VEROCAL CROSS-SECTION DETAILS 'A, AI 3, 1. DV AT SHEET 83 2. SEE FOR110VTAL CROSS-SECTION DETAILS •C, D, i 0• AT SHEET R5 Mot. DAA./1�Ih -.M1X I1 4 • //4 - /.' -1-�/ **�-I \ \ 1/ i "\"1\1-436 I 1 1 L ANGIOS NnTT I AVA7lADNS O► Teruo. • • • **•^ • - • d3 �1 i' • • ••••• ••• • • • • • �1 • • 45E/ 13 I/ • 01, • DC VILL 13 1/4. 0.C. L ILV UVGIAL !HMG Vl"IM O -.M1X I1 IM• i4Ih 110' INTERIOR FRAME VID�TN REQUIREI�IDSAIOTWIIT � B MOVE (`' F+0/R- 7ww• (4 TOTAL) Io.0.11 1 7 i I 1 "\"1\1-436 -* /• dg o m :::1 // .IA 11 MOx. D.L.O. WxI81 ., , • i , i// V '// - 24 3/13'6 n 1/2 / _. :_- cal • • •••• • 4•I - IL- MaRIR NOTES. ..14' 74 OVERALL FRANC WIDTH 73' INTERIOR HTIAME WIDTH Mom ANCHORS RED 49440iSAVITH 1P DIVE 70PS9 W TOTAL! 4 1/2 5, //� n 8 1.1`IL O i4Ih • -* /• dg o m :::1 // .IA r :::5 B 13 1/ • OC 1/ • as. 13 1/ • OC i 13 1/4' 0C. 1. SANE ANCHOR SPACING Al HEAD 1 SILL\ LI , AL 2. TVO ADDITIONAL ANCHORS REQUIRED jHyAl AL AT MEETING RAILS FOR UNITS WITH DP ABOVE. +/- 70PSF (4 TOTAL) "XO" 1pDOW EQUAL LITE In= ( or REVERSED ) L SEE VERTICAL CROSS-SECTION DETAILS •A, Al, B, 8. DI' AT SHEET 03 2. SEE MORIZDMTAL CROSS-SECTION DETAILS 'C, 2, a E• AT SHEET 84 1 SERIES -8700 HORIZONTAL SLIDI G_ 13 1/4' O.C. 1. SAE ANCHOR SPACING AT HEAD 6 SILL e. TVO ADDITIONAL ANTHERS REQUIRED MEETING RAILS FOR UNITS WIUI OP MOVE +742SF / -. 75PSF C4 TOTAL) "COX" WINDOW - UN -EQUAL LITE 2. 8100 VERTICAL ZO TN AL CROSS-SECTION 20iAILSA'C,,IDD6 EB 131.• AT SHEET3 03 *3020 V E ANDIAR *1.. E AVAITA AS OPfIOMAL.. FLANGE FRAME ELEVATIONS — L.M.I, PRODUCT REVISED mo1mp1yin9*NA Ih4Molds /� +�-(�• OLOdW0430110 /c' Q' 1_ 1 Attapinnu No __ Oa q:ylr• •np1t4 iT Agog Dodo Prod.M Control ag (40 1 1 1 1 3 r: 1 E 1 1 1• 1! 9 1 1 1 11! .Td 1 1 1/4' TAPCON V/ 1 I/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 112 FIR MAX, FATTENER SPACING) 1 I/8' MIN. • •••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• • • •• •• • • • • • ••• • • •• • ••• EDGE DISTANCE .:01• .4.p4 ° • ••• • ••• 1 1 4' MIN, : •4 •4d A EMBEQMEN 4. . 4 a • �l: 4•' P d: 1 ALL WOOD DUCKS ENGINEERED SEPARATELY 8. TO BE REVIEWED BY BLDG. OFflC*AL <TY?.) 2, WOOD BUCK AND FRAMING (NOT :IMAM! AF1l0N INDUSTRIES) MUST SUSTAIN LOADS•IM2 )SED• BY THE GLAZING SYSTEM • • • EXTERIOR GRADE PERIMETER CAULKING Le. Wsb 2 EXTERIOR 1/4' MAX. SHIN SPACE (TYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS • •• • • • • • •• • • • • • • ••• • STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. TEXT r F NISH BY OTHERS) OT LAWSON INDUSTRIES, INC. t. II 14 SMS. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET 112 FOR MAX, FASTENER SPACING) •• • • • •• ••• • • • • •• •• • • • • • ••• •• EXT. GRADE PERIMETER CAULKING NOT BY LAMSON INDUSTRIES', 70 DE APPLIED BY OTHERS (TYP.) /DI EXTERIOR ALTERNATE DETAIL SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEETS 114, IS, b 1I6. EXTERIOR GRADE PERIMETER CAULKING 4 4 4 a : A 4 •4 : 11%4' MIN, .N 'S. '. a ENB DMENT ., •.4. 4.4 4 . 4• . . 4. •.d. 4 a 11 1/4! MAX SHIN SPACE <TYR) 4,4 1/4' MAX. 4 4 SHIM SPA (TYP.) •I 1/4' MIN. ••; .• • DIRE>IMENT , • .4. is OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" r: ••y V _ 1/4' NAX SHIM SPACE (TYP.) INTERIOR WOOD FRAME INSTALLATION DETAIL, WINDOW INSTALLATION NOTES. L THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYPJ 2. THE EXPOSED EXT. PERIMETER OF' THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE OAP DBTWRW THE WINDOW FRANB AND THE BUCK OR MASONRY IS LESS THAN 1/0", SHIMS ARE 1101 REQUIRED. ANCHORS NOTE; ANCHORS/44' PES orIAPPROVED SCREWS INTO COC„ WITH A MINIMUM IF 1 1/4' PENETRATION INTO WOOD OR CONC, (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT REVISED •x oauFlylugwfU, Ihn Florida BnndlIBOod• Ao�4 cee0ylexee No s r� / 641on � , P dHcinxo Col , 4 1 L 1 A f4 1 4 1 1 1 • •••• •• •• • • • • • •• • • • • i • • • ••• • • • ••• •• • •• •• • • • •• • • • • • ••• • • 1 • • • • • • • • • ••• 2X WOOD BUCKS BY OTHERS (TYP.) INTERIOR FINISH (BY OTHERS) 814 S.M.S. W/ 1 1/4' MIN EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 112 FOR MAX. FASTENER SPACING) 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 8 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM • • • • • • • • • • • • • • • • • ••• LAMINATED GLASS 1' NU EDGE DISTANCE s •• • • • • •• • • • • • • ••• • SILICRNE AIDHGSIVF• BEDRING C!I:P1UHA •IN:ER$OR• • • • • • • •• j • • •• • • • • •• • • •• •• • • •. • •• • • • • • ••• • ••• •• • • •• • • • • • ••• •• 1/4' HAX. SHIM SPA <TYP.) .PT. WOOD BUCKS d. 1 1/4' MIN EN: ENT p ,x111 \\\••\\\\ EXTERIOR WALL FINISH BY OTHERS (TYP.) N/ , ?.8 1/4' TAPCON W/ 1 1/4' MIN. ENBEDPENT INTO CONC. . (SEE ELEVATION AT SHEET 112 FIR MAX. FASTENER SPACING) ;4 L 1/4' MIN. EMBEDMENT • Q' •a• EDGE DIS ANCE STUCCO OVER IETAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. EXT. GRADE PERIMETER CAL4.KING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) LOCK (LATCH AND SWEEP) OPTIONS 1. BORN EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USB ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. EXTERIOR O • 73' MAX. WINDOW FRAME BUCK WIDTH 74' MAX. WINM)W FRANC FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES; 1. THE WINDOW FRAME FI.ANGE TO BE BACK—BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE DY WINDOW INSTALLER (TVP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WI1EN THE OAP BETWEEN THE WINDOW FRAME AND SHE BUCK OR MASONRY 1S LEBS THAN 1/S", SHINS ARE NOT REQUIRED. ANCHORS NOTE. ANCHORS TO BE 1112 SMS OR WD. SCREWS INTO WOOD, DR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC, WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD 0R CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) cf) 0 y R 1 C'J f s i 9 Ii 4 1 11 S 4 1 PRODUCTRBVISBD OA caggylugw11h Yo Molds . Fix rel o / AlnnUrndo Poem' Coelrol • . •.• •• •• • •• • • •• • • • • • • • • • ••• • • • ••• •• •• • • •• •• • •• • • ••• •• • •• • • •• •• • • •• • • • ••• WINDOW WIDTH HEIGHT 24 36 24 48 Jamb Anchors 24 60 72 3 24 3 24 24 36 24 DESIGN LOAD CAPAGTY(PSF) - OX or XO WINDOWS # • • +/- Pres res (p H & S Glass Ty"A" (" 2) I Glass Type "B" (* 2) ` lass p O" r f 2 Glass d W " (* 2) 1 Glass Type "E" (" 3) Glass Type " F" (" 3) Anchors + psf 1 - paf 1 +psf 1 - psf 1 .+ r -�_ . .i.ps 11, • ; psf + psf ) - psf + psf I - psf • •7 ii • :1Q.011." 70J • q0.0 80.0 80.0 80.0 80.0 80.0 80.0 3 3 36 48 3 4 6 3 36 60 72 24 36 3 6 6 3 36 36 65.0 65.0 65.0 65.0 65.0 65.0 4 3 36 65.0 65.0 65.0 65.0 70.0 70.0 70.0 • 70.0 80.0 80.0 65.0 65.0 4 3 48 48 60 48 65.0 65.0 65.0 65.0 6 3 4 48 72 24 6 4 48 36 48 65.0 65.0 65.0 6 4 4 65.0 65.0 70.0 70.0 Jfi.0. • T0.0.. 65.0 65.0 J0.0:.; :71Z0• 65.0 • 65.0 65.0 4 4 60 48 4 60 60 72 60 5 60 28.5 37 65.0 65.0 65.0 65.0 65.0 • 00• • •78.0•• .0. • .40. 70.0 •70 `00•• 060 70.0 70.0 • 70.0 80.0 • 70.0 80.0 80.0 ▪ 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 6 6 5 65.0 85.0 65.0 65.0 70.0 70.0 70.0 70.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 65.0 70.0 70.0 70.0 65.0 65.0 6 4 5 60 65.0 4 6 26 53.125 74 26 26.5 37 53.126 74 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 65.0 66.0 65.0 6 5 26 6 3 3 26 3 38.375 6 4 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 70.0 80.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 65.0 65.0 65.0 • 70.0 70.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 65.0 65.0 65.0 70.0 70.0 4 3 38.375 4 38.375 26.5 37 38.375 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 65.0 65.0 65.0 65.0 6 6 4 4 50.625 . 53.125 74 50.625 4 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 65.0 65.0 65.0 70.0 80.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 65.0 65.0 65.0 70.0 70.0 6 5 50.625 26.5 37 5 50.625 58 53.125 74 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 8 5 4 65.0 65.0 65.0 4 j 65.0 6 58 26.5 37 6 5 68 5 58 5 63 53.125 74 63 Notes 8 4 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80D 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 • o • I 5 a Ict coco rn CC • 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 4 5 63 6 6 6 63 65.0 65.0 8 6 4 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 65.0 65.0 4 8 65.0 65.0 70.0 70.0 70.0 70.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 65.0 65.0 70.0 70.0 65.0 65.0 6 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 70.0 70.0 65.0 65.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 65.0 70.0 (*)• 1.) SEE SHEET 0 FOR caAzimc TYPES, DETARS & SILICONE OPTIONS. 2.) STANDARD 13111. USED ON WINDOWS WITH +70.0 DP AND BELOW 8.) 8111. WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS EMI GLASS TYPES "E, & r) AND +80.0 DP LUX. ADDITIONAL ANCHORS REQUIRED AT FRANC HEAD & MIL ON WINDOWS 21111 DP ABOVE 70.0. (SEG ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR 0" INSTALLED ABOVE 3021'. IN THE HVH2, ME 1.0. EXTERIOR LITE SHALL BE TEMPERED. rituuuta as contplylug with Ma pi AilnaCo* 1/4" Wseptancolia 0 11 RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF 11 11 1 • .... . •. .. •• • . • • • • •• •• •• • • •• • ••• •• • • ••• • • • .-... • .• . • • •• • • • • • • •.. DESIGN LOAD CAPACITY(PSF) -XOX WINDOWS with Un -Equal Lite (1/4-1/24/4)t 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 P11 No. (305) 696-8660 ;MILADY WINDOWS AND CLASS DOORS -+ "G" * a< FRAME SIZE '!''.? #Jamb. # H & S Glass Type "8" ("2) Glass Type "C" ("2).•Glsss•-Ty.13id%(% ss, GlaType•"�" ("3) I Glass Type 'F"3) (" Glass Type ("2) I 4.:: • -• ••• . : • ••• •. .. •• •• • •• •• •• • • • . •• • •. •• • • . •. • . •• •..• •• • . •. •• . • . • . .•. . • •• . ... r FRAME,SIZE ,';;c; #Jamb # H & S WIDTH...; :HEIGHT Anchors Anchors 60 72 24 84 . 60 72 84 24 24 3 3 36 36 60 72 36 7 9 DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3-1/3-1/3) ' • • 4./; Pressures (fel) • • „ . Glass Type 'B' ( 2) Glass Type "C"(Q) Glass+Ty�pe OT eel. aIas•ssType,'E ( 3) •* nal • + psf . . - psf 80.0 80.0 75.0 + psf 80.0 - psf 80.0 + psf - psf: 85.0 75.0 80.0 80.0 80.0 80.0 65.0 3 3 3 48 84 48 60 72 48 9 7 9 80.0 70.0 70.0 80.0 75.0 75.0 80.0 70.0 70.0 80.0 75.0 '75.0 • 65A • • 65i0• • 3 4 9 52.0 52.0 4851 • •_65)- 75.0 .75.Q• 15.4'• '75.0 65.0 • .66.0 .. .65.0. • 65.0 "65.6 75.0 75.0 75.0 75.0 75.0 4 60 84 60 53.125 60 53.125 53.125 53.125 4 7 AIM 52.0 52.0 65.0 75.0 65.0 Glass Typ + psf e "F" (• 3) Glass Typ - psf + psf e "G"sf 2) Psi 75.0 75.0 75.0 75.0 75.0 75.0 52.0 52.0 75.0 52.0 65.0 62.0 52.0 52.0 62.0 52.0 9 52.0 52.0 85.0 75.0 65.0 75.0 9 52.0 52.0 85.0 75.0 65.0 5 26 5 7 52.0 52.0 65.0 75.0 65.0 75.0 75.0 9 52.0 52.0 65.0 75.0 65.0 5 38.375 50.625 53.125 74 58 9 52.0 52.0 65.0 75.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 62.0 52.0 75.0 75.0 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 52.0 52.0 65.0 52.0 85.0 52.0 75.0 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 4 63 74 74 74 26 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 6 38.375 50.825 74 79.5 58 5 6 52.0 62.0 65.0 75.0 65.0 52.0 52.0 65.0 75.0 75.0 52.0 65.0 75.0 52.0 65.0 52.0 75.0 75.0 3 6 52.0 62.0 66.0 75.0 65.0 52.0 65.0 52.0 52.0 85.0 52.0 75.0 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 4 4 63 79.5 79.5 79.5 9 MI 62.0 52.0 65.0 75.0 5 26 9 9 52.0 52.0 85.0 75.0 65.0 - 65.0 75.0 75.0 75.0 52.0 65.0 52.0 75.0 75.0 52.0 65.0 62.0 52.0 75.0 52.0 65.0 52.0 52.0 52.0 52.0 65.0 75.0 65.0 5 38.375 50.625 79.5 84 84 58 9 52.0 , 52.0 65.0 75.0 65.0 75.0 75.0 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 75.0 75.0 75.0 52.0 65.0 52.0 65.0 52.0 52.0 65.0 75.0 52.0 65.0 52.0 52.0 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 4 83 84 6 26 5 38.375 84 84 50.625 58 63 9 9 52.0 52.0 85.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 65.0 75.0 75.0 75.0 52.0 65.0 52.0 65.0 52.0 75.0 52.0 75.0 75.0 52.0 65.0 52.0 65.0 52.0 9 ON 52.0 52.0 65.0 75.0 65.0 75.0 3 4 9 70.0 75.0 70.0 75.0 85.0 75.0 65.0 9 70.0 75.0 52.0 52.0 85.0 75.0 65.0 75.0 75.0 4 9 52.0 52.0 65.0 75.0 65.0 75.0 75.0 62.0 65.0 52.0 76.0 62.0 85.0 52.0 75.0 5 6 9 52.0 52.0 65.0 75.0 65.0 9 52.0 Notes (*): 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SRL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS NULL GLASS TYPES "A, D, C, dt D') 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WR'H GLASS TYPES 'E. k 1") AND +80.0 DP 11AX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS 111111 DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS 111TH GLASS TYPES `A, C, OR Cr INSTALLED ABOVE 30??. 111 THE HVH2, THE 1.0. EXTERIOR LITE SHALL 8B TEMPERED. 52.0 65.0 • 75.0 65.0 75.0 75.0 52.0 65.0 52.0 52.0 52.0 65.0 75.0 75.0 75.0 52.0 65.0 52.0 75.0 52.0 65.0 62.0 52.0 65.0 PEODUCI'RDWIDND as umplyine wihOwPbdda OuD&JC•de fCi Aro, 1AceepteNo A` 11 t h a7>ao P ad MI XOX -Equal YEA '4 �© 1 l 1 i 52.0 65.0 75.0 75.0 75.0 75.0 SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF (+80A DP HAX.> a 1 S a 1 0 0 0 1 I8 1 11 1 oI 1t 1 1 1 • •••• • • • ••• •• •• • • •• • •• •• •• • • • • •• •• •• •• • • • •• • • •• ••• •• • •• • •• •• •• • •• •• • • • ••• • •• •• • • ••• all 0 'SILICONE OPTNNr. BOM COMM B99 iCINFE-IpCOEAD 5731 STENO) SPECTRIN 2 WO' GLAII DEPTH LAMINATED MASS COMPOSITION - TYPE B ITEM E OLISS DfBC0RTIGX 1/0' ANNEALED GLASS 0490' PLASTIC INTERLAYER 3 1/0• AINCALED GLASS Cit MAIL AB4 LAMINATE D18CDPTION SAF LEXAOEPSAFE ny. '611LUTIA' LAMINATED OIA83 COMPOSITION - TYPE D TIBM O338 DxsCBPTBGN •f sena lAYINATE DESCRIPTION 1 I/0. SEAT-81ROG0TELED GLASS .4„„, 4, fA1TACITE PVB 1111POOF• 2 0090' PLASTIC NTEALA180By. 4, '1 WWI- 3 MEP NEAT-STRONGNTENW GLASS LA/BOATED OUSE COMPOSITION - TYPO B ITEM 00AS9 DN3CRIPTION +1 DOTAD. el DRAG URINATE OB1ONPTI011 0AFLEEEPSAFE 6/K By. 'MUNK I 1/0' NEAT-STROGtnENED GLASS 2 -"`•=",YaT 1 11.1w 0 0090' PLASTIC 1I1 .AYOt 3 110' *EAT-STRI GHLENEB GLASS LAMINATED GLASS coluro:ITlon - TYPE P Dm °L168 DBBOBO110N +1 DOTAD. UNSEATS DBK9IPIEON 1 1/0' ANNEALED GLASS / vx' SUTAGTE PVS 6y 'SUPINT' 2 009 0' PLASTIC INTERLAYER . a�7,fs!v?c-a U o OW 3 VIP ANNEALED GLASS ALUMNUM MULLION SEE MULLION APPROVALS FOR MUTTON TYPE, SIZE AND MAX. OESICN PRESSURE LOAUTIONS. (ALUM. 0.078' N111. THICK) NOTE: INC LOWER'PRESSURES OF 711E WINDOW OR MULL SHALL COVERT N 12 X 3/4' S.*S. FLAT HEAD, P141 .IPS. • • OGE EIEVADON Ai Oil r M FOR 1.04. roTEHER swan 140 DP bABLES FOR GOANTI519 • •• • • ••• •, • '•�\ SILICONE OPriu05 0,41 DON COft11010 099 SONDE-NORENEAD 3731 TREKS SPECTRUM E 0.A INSULATED UNHEATED GLASS COMPOSITION TYPE A rem own D68CNPTP6 SBO' LAMINATE 0840IUP80M 1 I/O' ANNEALED CLASS . 'iC-'- 1 ii® V4saw= PVD I*Y' 'SGLUNM' 2 0090' PLASTIC NTODAYER 3 110' ANNEALED GLASS ' 4 114• INSULATED AM SPACE .100(... • 0 o .. . 3 I/O' ATNEALED GLASS 00 INSULATED (AMINATED 01488 COMPOSITION TYPE C ISBN 0484 DBN3IPROB ® tin". us ,,,,... - . _ ,L . OY/' LIANNATI DISCRIPT20N I I/O' ANNEALED GLASS PVD Dy. •DUP01i' 2 0490'ER PLASTIC DREW 3 UVMAULED GLASS 0 • _ "`-- . -jj' 4 1/4' DISMAYED AIR *P C •�, ,.!rra-,1-'' -4- a 1/O• ANNEALED GLASS 00 0 v. •. 4sw INSULATED LAMINATED GLASS COMPOSITION TYPE 0 MN CRABS D2 P11011 ., Dom' 11NRIA76 DISCRPBRN 1 1/8• NEAT-STAOGHTOES GLASS PVI* By. 'OUP011T' 2 0497 PLASTIC NIERLATTA •�® 0/j4F' 3 VB' (IG CLASS ' ANS-' " ' 4 I/O' SULATED AIN PACE INSULATED Nu A Rte' -T': T7,, 4' ') L-7701 5 1/B• ANNEALED GLASS 00 01 VDHDOV3 WITH GLASS TYPES 'A, C, OR W INSTALLED ABOVE 3080. IN THE ANIMA, THE 1G. EXTERIOR UTE SHALL DE 10010060. GLAZING DETAILS AND OPTIONS EXTERIOR GRADE WI40044 FRAME PERINETER CAULKING EXTERIOR ®2 FRAME MULLING DETAIL SEE MULLION APPROVALS FOR MULLION TYPE, 512E AND MAX. DESIGN PRESSURE UAITATIONS. NOTE: THE LOWER PRESSURES OF THE WIII0081 OR MULL SWILL GOVERN 1/4' MAX. 1 12 S.D.& X 1 1/4' L. SHIN - FOR 501 FASIE14ER SPACING)VATION T SHEET is INTERIOR �ti�i PLRNEIER SEAIANI EXTERIOR NOTE: 1. ALL STEEL N CONTACT WON ALUTA. 70 BE PANTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy . 30 KSI NN. (STEEL 10 0A. MNL. THICK - 0.040 0) ALUMINUM : 5003-95 N01. (ALUM. 0072' MMI. THICK) -5 : 01 . , • , TIL D 04 s HS -8700 FLANGE FRAME WINDOW BILL OF MATERIALS EMU a: PAR'S J REgD. DESCRIPTION REIIABKS •1 :1-7115 1 FRAME HEAD 6063-T6 ALUMINUM 2 • • L-8101 • 1 FRAME SIU. 6063-16 ALUMINUM 3 • • L-7701 1 FRAME 8X0. JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-16 ALUMINUM 5 L-7703 1 VENT MEETING RAIL 6063-T6 ALUMINUM e.t • in -1/b7 1 VENT TOP/BOTTOM RAIL 6063-16 ALUMINUM •» 1.41703 1 FRAME VENT JAMB 6063-16 ALUMINUM :8 1-416 1 VENT JAMB LATCH RAIL. 6063-16 ALUMINUM •'1 • e-%702 1 FRAME SILL TRACK . 6063-19 ALUMINUM 10 1-8705 1 FRAME SIU. RETAINING CLIP 6063-15 ALUMINUM 11 1-7708 AS REQ'D, GLAZING BEAD ( 3/0' 7 6063-15 ALUMINUM 12 FS -006 AS 000'0. FRAME ASSEMBLY SCREWS 118 X 3/4' P.M. PHILLIPS 13 FS -040 AS REGD. INSTALLATNIN SCREWS 014 5113 F11/PHIL 14 1-7531 AS 000'O. VINYL BLEB I/4' DIA BULB 03033 15 PWS -003 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x 230' 21 16 PWS -005 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x 330' h 17 PVS-009 AS REQ'D. FIN SEAL WEATHERSTRIP 187' w x .310' h 18 L-7711 A5 RE6'). GLAZING BEAD ( INSULATED) 6063-T5 ALU411RIM 19 PWS -001 AS REO'0. PILE 8 GLAZING BEAD .107' w x .130' h 20 L-0706 AS REO/D. SILL RISER ADAPTER 6063-15 ALLM- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-15 ALUMINUM 22 HC -057-I 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 .1-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 N 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL. FOAM 29 FS -041 2 SILL RAIL ASSEMBLY SCREW 118 X 2 1/4' PAL/PHIL, 26.1 HC -044-I 2 WEEP FLAP 6 BAFFLE N 26.2 NC- t X WEEP OPEN CLY.I. ELMS PAD 1/B' X 1/2' X 2' L. 27 HC -040-1 2 SASH ROLLER 6 HOLISM ■ 28 HC -026-1 1 SCREEN FRAME 6 MESH x 29 x 1 ATTACHMENT SCREW 43 CLIP D8 X 3/8' S.DS. 30 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 110-059-1 2 VENT SWEEP LATCH ME CAST PETAL 32 L-8830 4 X Anchor FRAME SILL ANCHOR CUP 6063-15 ALUMINUM 33 M 2 LAMINATED GLASS See Be4a02 8 142. OP sheet 9 34 N AS REO'D. GLAZING SILICO4E See Decals 8 Ll6 OP sheet 9 •) 35 OPTIONAL AS REQ'D. COLONIAL FALSE MUNTIN ALUMINUM 36 811-5504 AS REG'S. JOINT SEALANT x 37 ■ AS REQ'D. PERIMETER ACRYLIC CAULK 080 POLYSEAMSEAL PR(DUCTRRVISGD Gs cemply4B with ihh0 I•'INIdo Building Code AcccpNmcoNO mg.1 0.0 itiom76ndoPto • i_ tip in ITO t063.14k- ad.7. At 44 4 11 1 1 1 • •••• • • •• •• • • •• • •• • •• • • •• •• •• •• • • • • •• •••• •• • •• •• •• • •• • • ••• • • • • ••• • • • • ••• FRAME HEAD L-7703 "•'-123°^ FRAME FIXED L-7701 O + JAMB , 462 SILL TRACK L-8702 • 4 ® • • • Y3• • • • ••.:L-8708 • is \ • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ::_•.:.:lll] • • • lartugde •• • ERNE -JAW \, fRAME_SOP O QORNER mae -ueln , LAP 1 /`J ®1 V MEDLEY. FLORIDA 33166 PH No.1(306) 696-8660 MANUFACTDRSR OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS HS-8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW EXTRUSION DET&US & CORNER ASSEMBLY DETAILS ti ' b a O I S 4 2443 SILL RETAINING CWP• • O••• 2.631 1.439—'er �" ` �� O fRAME OM CORNER }Rwc um= run 165 -- —use41 FRAME SILL L-8701 FRAME VENT JAMB L-8703 -' .734 L. E.OW .0422 .74 VENT TOP CORNER ,` VENT SPRING L-7639 -- LATCH __Asa wen MIR RMI, `.. PMR al r `\ t.. 1899 4 SS<:YNLLQiXLBN4 1 PAN 1 1 1., �' '\ \ fRAMF SILL / MEETING RAIL paw «r -.- d90 _ate, ' 4 t iid Il l§ �Ai VENT INTERLOCK 0g RAIL FIXED MEETING RAIL L-770.4 VENT 6 O TOP/BOTTOM L273 RAIL 0 .06=••'•` E O4 _ 1ffJiI Rorreu VENT BOTTOM CORNFR k 1 �► I 278 -' E-:. FRAME & SASH CORNER ASSEMBLY DETAILS Lu5 I, .--1075-- GLAZING BEAD 11 %73.65° VENT JAMB RAIL L-7706 SILL ANCHOR CWP L-8630 C) rags �3L /A� GLAZING BEAD iB SILL RISER ADAPTER 20 MO ♦ 91lilrr, ��J``,,,* • Eta ...y ;,Qy'•• ��,,'' ; �' N -• O .' � �1 2 . ,. = ��•�� 7 ... • ;<,,,,,_,, 7�rejtu�u P 1�1`� A 1 I �-�...� '� F7 PRODUCT RITVISRD m conyrlylns wld rho Iyorldn Hoildlnl{ Coded TZ Q .�.' AclepluRee 0 8J 14' ' 8794 �, —a73— �— ow --"°Cu)` - .", 1y- . •1MlnTT7PI O�Mrtl CaMwr-t DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90'" Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the el¢Ety Hurricane Zone. DESCRIPTIO • Series "La Port " '-0" Outswing Glazed Aluminum FrencliD'oors — L:M. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL, SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy. APPROVAL DOCUMENT: Drawing No. FD -2003, titled "La Porte—Impact Fyreflc.II Out,S,wing Door", . • sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with thedatest revis on s`&, dated • • : • 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dad County Product Control • • Section Revisionstamp with the Notice of Acceptance number and Expiratioq tIAtd by the Miaaui—Dade • County Product Control Section.• • • ••• • MISSILE IMPACT RATINcge and Small Missile Impact Resistant 3 ` • • . LABELING: Each unit shall bear a permanent label with the manufacturers:mire:or logo, city, state, •, series, and following statement: "Miami—Dade County Product Control Approved", unless o xvoze noted • • • • herein. .9• • RENEWAL of this NOA shall be considered after a renewal application has been filed and ihorb 44' 'been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0328.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. - .... MIAMI-DADE .,•U APPROVED 4 1 N INTO. 14-0908.07 Expiration Date: June Approval Date: May 07, 2015 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD -2003, titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of alliminum;;Stwing French door, prepared by Hurricane Engineering & Testing,Ine., Fest Deports No. . • HETI-09-2623, HETI-09-2645, HETI-09-2624 and HETII9.-264(, Issued on • 10/22/2009, signed and sealed by Candido F. Font, P. E. • • (Submitted under NOA No.10-0128.04)• :• •••••• • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94. .... 2) Uniform Static Air Pressure Test, per FBC; T'!S 202-94 • • : 3) Water Resistance Test, per FBC, TAS 202-04; •: • 4) Forced Entry Test, per FBC 2411 3.2.1 anc1 TAS 202-44..:. along with marked—up drawings and installation diagram of ,alu3ninui , .Qptswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Rt potts1No.'s HETI-04-1897, HETI-04-1896 A, HETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. IIIETI-02—T095 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) E-1 •• • Jaime D. Gascon; P. E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised date3•Q'j/02/10, signed and sealed by Thomas J. Sotos, P. E. • • • .... • (Submitted under NOA No.10-0128.04) •• • 2. Glazing complies with ASTM E1300-98/ 04 • • • D. QUALITY ASSURANCE •• • .... . .. 1. Miami -Dade Department of Regulatory and Economic Resourass pap). • • • • • • •• •• •• • • • • E. MATERIAL CERTIFICATIONS • •• • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ameica, Inc. for their . "Kuraray PVB Glass Interlayer", expiring on 12/11/16. •.. • : .... • . 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, .Inc. for thea "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5th Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.23) ' --J4 • Jaime D. Gascon, Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 E=2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing, Inc., dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-1896B, HETI-04-1377, HETI-02-T095, HETI-02-T090, HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, a l jed and sealed by Rafael E. Droz- Seda, P. E. •• • • •• • • • • • (Submitted under previous NOA No. 05-1116.06) • G. OTHERS . • . . .... .. . • . . .. . 1. Notice of Acceptance No. 13-0328.11, issued to Lawson i(gdy l ies, (rlq,; 'or thee;,, • Series "La Porte 8'-0" Outswing Aluminum French Doors •-•12.14.L" , •apliroired on • • . • 06/06/13 and expiring on 06/05/18.• • ••• •; E-3 • • . • .• .• . .... • . • • . Jaime D. Gascon, - . E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 149 1.02' Nox Unit width IMPACT FRENCH OUT -BRING DOOR BILL OF MATERIALS SIdellte Swing. _ 1T411 I Mira 8 PARI I RBOD. DB*1 1F110N D1010309 - Pones Vldthu s maker spactrus ill Panel %Ann 1 1-901 LII -099 1 FRANC HEAD 6063-76 ALUMINUM (33 13/16' max.) O (35 3/16' rtnx, 1 2 L-902 1.11-097 I FRAME SILL 6063-T6 ALUMINUM I 1 1 1 4 i 3 J. t 1 t L , y 3 1-903 LII -090 2 6063-16 ALUMINUM • 5' Ie 8 (/ _ 4 1-904 111-0% 2 SFRAMEHOD- EJ SIOFX.ITE JAMB ADAPTER 6063-15 ALUMINUM I = T 5 L-906 1.D-092 2 x panel PANEL TIP L BOTTOM RAA 6063-T6 ALUMINUM SEE 1E COLT 1 ® 2S. 6 1-907 L11-091 1 x panel HINGE STILE 6063-T6 ALUMINUM OPSIVdi 43*0 a SNLLT/ \ '�' Max. DLO dIdtH"/F- 7 1-905 l.11-094 1 x panel LOCK STILE 6063-76 ALUMINUM - - 8 1-909 11I-095 2 x panel 711P L BOTTOM RAIL ADAPTER 6063-75 ALUMINUM ^ / \ 9 1-911 ILI1-095 AS REO'D. 1/4 ROUND ALUM DEAD - 7/16' 6063-13 ALUMINUM .' +* d 10 1-912 LII -087 A3 REED 1/4 ROOD AUK BEAD - 3/9' 6063-T5 ALUMINUM 5 © ,..• /Y% O //// ® ��/\ O /� //../ //) It FD -624-2 1-908 2 x panel H12480 LEAF ASSEMBLY 6063-75 ALUMINUM iU 1°I = 7 /%' %% i/ / /%i \ r • 12 VWS-001 TP 3286 AS REED, Bu11 Vhyt Wts'p.-Teen Plastics, Inc. See Material Composition at Sheet 6 •von_ +• - `� - Active Inactivem= - -..(. -13 PVS-001 ■ AS REND. VTS'P• 9 TOP/BOTT. RAILS Schlegel FS - .1874. X .810'h § Q � / \ . `g 14 PVS-002 • AS REND. VTS'P• 2 FRAME HEAD L JAMB Schism' P2 - .1874. X .330'h. 2 x o` 31 M • �� 7gj 15 L-910 LH -089 2 x panel STRIKER IOIAlTIN0 PLATE 6063-73 ALUMINUM -1 u l ` riga bort / ^g 16 FD -619 FB -619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM j 1� - Sidelite - \ •/ • I / - 17 FD -631 111-086 AS RECO. GLAZING ADAPTER 6063-T6 ALUHINLM IR !•J V CI /� l/ $ 18 IC -001 SF -5308 2 x Paul 0011* FLllSlt BOLT W TOP 1 80771X1 Of LOCK STILE) 2 IV �C] %/,%/ 0. \(%// ` / 4 7/.15SldeVate . i/ / //:./../... 19 13-681-2 NC -024/0e5 t SET DOOR LOCK / DEAD DOLT SET KVIKSET - Ser les 6901 COMBO r." // 20 FD -622-2 MC -024/025 1 SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Series F3350 COMBO BL - \ - - 21 1D-621-2 HC -024/023 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Striae 831 COMBO - �� D 22 ■ FS -035 AS REED. Frans Install. Screw -Head (See Notes of sheet 4 of 6)---- Q m N 9MEET T 9 23 ■ F3-035 AS MUD. Frani Install. Sues- Jamb/S0.1 (See Notes at sheet 4 of 6) --• •---- •-•---- - _or 6 ---- --- -------- 24 ■ F3-026 8 FRAME ASSEMBLY SCREV 012 X 3/4' PH.-PHI.poltem I 1 25 • FS -012 AS REED. JAMB ADAPTER SCREW *10 X 3/4• PN. -PHM ..7 •� - - ,..i- g• 125 26 10-634 111-171 AS REED. 1/4 ROUND ALUM. BEAD - 11/16' 606345 ALUMINUM j ,' , j " • T 27 ■ FS -043 8 GLAZING ADAPT. ATTACK SCREW % X l 1/4' FK-PHL C; 5 3�} 'y'�- - �-�i�% '•`'Ir'- 3 } 4 28 ■ FS -049 2/Panel Double Roll Assembly Screw 3/8'x2 1/4' Hex Serve L Nut • T. SEE ELEVATION AT SHEET 1 OF 4 a FOR (at sldpllte) -12 3/4'4-64 f_ 4 /¢' - 14 VO' /4 3j�� 29 ■ ■ AS REED. NEUTRAL CURE SILICONE Schnee-Marermeod SM -5731 ANCHOR 0.C. MAX. SPACING ANO FES SHEET 4 Of 8 FDR INSTALLATION LOCATIONS. ooc t`vi panel) Inac Ive ppaneU • anchor tosaNa 30 ■ ■ AS REE% NEUTRAL CURE SILICONE DOT Cor2 Mcg 099 FASTENERS TYPES."OXXO" a5t frame EXTERIOR ELEVATION at assns herd 6 ell 31 9 ■ AS REED. NEUTRAL CURE SILICONE Treece 5-000 3. SAME ANCHOR SPACING 0 FRAME HEAD & SILL 32 is ■ AS REED, LoMrted Glass see Pp 3 Dupont - Sentry Glass flus 33 ■ ■ AS REE% Laminated Glass me Pp 5 Dupont - PVD 1). QUALMS SINGLE is MULTIPLE PANELS (826 ELEVATIONS). NOTES; 1). THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING C00£ - 5Nh ED0ON. 34 • ■ AS REO'% Laminated Glass ae P¢ 5 SOWN - PVB 2). 8 QUALIFIES UNITS 18TH AND MAX. 221148 5228 146 1/2"w. inflow SIDELITES X Oe 8/4'h. OXXO 2). GLASS MEETS REQUIRE1RENIS OF ASPM -E2300 AS PER CHAPTER 24 OF • 35 ■ NC -002 2/Panel PANG. ASSY ALUM PLATE 1 1/2'x 2'x 1/0' (6063 -TS ALUt) 4 . . 6X? & INT PAUSE COLONIAL DUSTIN APPLIED W/SILICONE. THE FEC 2014 CODE. 36 • 11C-004 2/Ponet Panel Assy Full Leight Rad 3/0'01a. -20D Rod, Platt, flonge Nut a . QUALIFIES SINGLE OR DOUBLE BOTTOM 1141L8 3). 1% R 2% WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 37 ■ FS -011 8 HINGE ATTACHMENT SCREW 810 X 3/4' PJC / PHI. 0). MAX. DATUM OPENING 1120TH MAX. MUTE OPENING = 26" 83 1/8" TRANSFER LOAD TO THE STRUCTURE & TO IE REVIEWED BY SUILDING OFFICIAL. 4). ANCHORS SWILL 190 AS USTED, AND SPACED A5 NOTED ABOVE AND ON 30 9 FS -OM l8 51 SIDEL[TE ATTACFMEMT SCREV tl10 X 1' PH/PHIL - 07. OC WxJ 7). 8). HEIGHT 682 ELEVATION AT SHEET lona o 2080 MAX. ANCHOR 8PACINO ENDO DETAILS.INS EMBEDMENTTO BASE MATERIAL SHILL DE 39 NC -006 6225-04•GiI 6/Jowly Plug - Nylon 6-6 Ila Hole fl HICRDPLASTICS - Rockwell M-79 9). ALL DIMENSIONS SPECIFIED ARE IN LNC[[68 STE 40 HC -007 629P0871011 2/Pond 7/8' Do. Hole P0u0 - Nylon 6-6 HICROPLASTICS - Rockwell N-79 10). NO HURRICANE SHATTERS ARE REQUIRED 5). SEE NOTES O SHOT 4 OF 0 FOR INTALIATION FASTENERS TYPE. IN THESE 41 ■ 1IC-010 1/110.7 FLUSH BOLT SM Plup -Aylen 6-6 SUNCOPlAST1CS Inc. Rockwell 14-79 YI(WAAL McY13bu rocomplykUBwith 6). ANCHORING R LOADINO'CONDI110NS NOT SHOWN DETAILS 0loFkrnds ARE NOT PART OF THIS APPROVAL 42 1-913 LIS -086 AS REED. 1/2 RUMS FALSE ALIBI AURIN 6063-75 ALUM MN Building Coda,,• MUTATIONS; MUTATIONS; 43 • ■ AS RET IN FALSE APPLIED MINIUM 1.25' X 022' STOCK ALUMINUM AouJmaoo ti� 1). MAX DP • 385 PSF W/ (4) Surface Bolts & Glass Typos A, B. C & D. 44 1-915 F0-623 AS RET% FRAC HEAD SHEAR PLATE 6063-75 ALUMINUM- 4' long -;'--010,.:". • - (SEE LOCATION DETAILS O SHEET 3 OF 6) ' 45 1-906 111-117 AS REO'% FRSE LDV SILL - OPTIONAL 6063-75 ALUMINUM2). •• MAX. OP - 378 PSF W/ 2 -Print Lock (active)+ (2) SodomBok• aInactive 46 F11-635 MC -050 L TWO-POINT FLUSHIOLT LOCK OPTIONAL 4 FOR +/- 76.0 ps? DP) -,r. 'ft: -• clConwl 3). MAX. DP • 376 "PSf W/ Flat SBI & must be used where water Infiltration Is not required or opening Is protected by overhong ratio greater than one. 47 FD -626 FD -626-1 2/Ponet FLUSH BOLT GUIDE ALUM. ANGLE l L2'x t 1/2'x UB' Alum. TSAI • • CBO,,; • • • • • % 4). MAX DP • 388 PSF W/ Multi -Point Lock (1-Oc9ve)+(1-possive) at Inactive 49 FD -687 10-627-1 2/Parl 2-Poht Lock Bolt Guide ANGLE 3'x 3'x l 1/2'x I/O' Atm X63 -TS • ,�� *Melon Notes: 49 ■ ■ AS REED. Joint Sealant- White Colored 'Purvis Co.' Super Seal • • • t � S ��• • 49„,,„7 • -• W comply w/ PBIS004 -ll/01/06 8501 NW 90th St. LA J? 7 51 D N 50 72-630 IC- 1 SET LOCK ACTIVE HANDLE 1 TRDISET ASHLAND *VS201A-A •- • • • �' . e1., •'7 • • • Revised to comply w/ F11C8007 & added MEDLEY, FLORIDA 33166 HC- 1 SET IOLTI-POINT LOCK ACTIVE ASHLAND 11V5110 -STILETS 52 t& T. - led 01■.. 02/80/10 (305) 898-8680 51 32 FD -637 70-640 RC- t SET Ltt1C PASSIVE HANDLE L TRINSET ASHLAND *VS201A-P *, / bland Mull. -Paint Look 01/87/11 IDB GLUT DOOM Y/NUPACWOl OP QUITJTT AETU1211111111/M /DOOM 53 FD -639 HC- 0 SET 14LTI.401NT LOCK PASSIVE ASHLAND *115110-57PAS4 / : ¢ C - -0 I.�1 - e • F .. ad to owmply w/ 2010 to comply w/ 2014 PBC PBC ra•H newt ..r - Draw Cana . naw Ostrow 'MalAMA MOA APPROVALwtearIMPACT FRENCH DOOR 1 OF 0 34 70-641 HC- 2 x panel Multi -Point lock Bolt G1de - •( • t NYLON 6-6 Rockwell N ,50re]9 • • i ami' •." breve 1y. Nation Irmo Usk 6 n "La Porte"Impact French Out -Swing Door 55 • FS- 4/Guide Bolt Guide Attachment Fastener 86 x 1/2' PR/PHIL. •' • • , 'y •., , O R OO.•(� • • 01 1e to Pak Draw/ 56 F2-642 HC- 1 x Lock Loden Top Mount Adapter 1•71-01 ADAPTER ••• a •�V NOP, AP Nelson !lease /2,0/12 57. F2-643 HC- 1 x Lock Led Bottom Mount Adapter NYLON ADAPTER • • • DATEP_• F 1 • a..w at.& aver,•e r.na•, la..arw /A.Aae ro-2003 MaN.U.n awo- G ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • •• •• • . • • •••_• • • ••• • • "OXO" ELEVATION S AT T L SIdTE'Rm110 P0211el e�Fil C 33 13/16' max. 10 7/8' NIM Unit width W38; 35 74.• IZATE /iB Vldth 6 7 A 111 a J m x l d Al4. a - .1.1 IIIIII 0 O ' • .' ,---• ."\ //� , 1 - • ' ti Nowa \AZxe _ II SII _ 0 A; Y 0 -' tl 1 0 ■- Z 'i -I :_ //, Inactive III .gip/fl- II / II - •gV�� - jl TI qr; ±860 • "OXO" ELEVATION S AT T L SEE NI AT ATE 52227 J O5 a "0XX0" ELEVATION 1. AT SHEET 1 OF 8 FOR ANCHOR 0.C. MAX. SPACING AND LOCATIONS, 2. FASgTS 4 DE 8 FOR INSTALLATION 7 1--- SIdollte r 33 13/16' max. Pane VWth 74 1/8' Nov IA4t Math SIdTE'Rm110 P0211el e�Fil C 33 13/16' max. 5/26• Swing w 3/16' i Mx Unit itii Vldth 6 7 A VId*I1 a J m x l d Al4. a - 1 d $ I al ,---• ."\ //� , 1 - • ' ti - \AZxe ©�r N 11 p - 11 0 11 11 0 14.2x. -/ A /� tivi `1 11 - o :_ //, Inactive III .gip/fl- II / II - •gV�� - IleN. IIS II ±860 - _ r \ Actwe ., \ , •', I • -- - ? i1 -1.-- -T--lr-- . 0 i7r SEE NI AT ATE 52227 J O5 a "0XX0" ELEVATION 1. AT SHEET 1 OF 8 FOR ANCHOR 0.C. MAX. SPACING AND LOCATIONS, 2. FASgTS 4 DE 8 FOR INSTALLATION 7 1--- SIdollte r 33 13/16' max. Pane VWth 74 1/8' Nov IA4t Math SIdTE'Rm110 P0211el e�Fil C 33 13/16' max. us yr Hos we Vldth BOLT AT SHELL Swing VWth , , o C 33 3/16' mox. , Q LI f 95 314 Mex Unit Melgft 95 1/0 max. holght for Doer r/ Lor 1/2' N ) VId*I1 -0I 'amu• mono O A141301S MD al ,---• ."\ //� , 1 - • ' ti - \AZxe �fs N 11 p - 11 4 11 11 0 14.2x. I 111...1VbtN- p of I, e .1 aids 1 = =D -II -11 0,�,= II fl = 11 / II - •gV�� - IleN. IIS II ±860 - _ r \ Actwe ., \ , •', I -- -- - ill 11- ? i1 -1.-- -T--lr-- . 0 i7r I ^-ir- E- 1760 676.0 1 ±86.0 37 3/16' 5760 5760 2760 10 1/4' 16 1/4' E2 1/4' 28 1/4' 30 1/4' 34 1/4' 93' WO 6 ±866 ,- 11 3/16'• ±760 +760 SEE NI AT ATE 52227 J O5 a "0XX0" ELEVATION 1. AT SHEET 1 OF 8 FOR ANCHOR 0.C. MAX. SPACING AND LOCATIONS, 2. FASgTS 4 DE 8 FOR INSTALLATION 7 1--- SIdollte r 33 13/16' max. Pane VWth 74 1/8' Nov IA4t Math I'> "XX" ELEVATION "OX" ELEVATION! APPROVED CONFIGURATIONS) NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION .VIEWE2. FALSEO FROMEXTERIOR EMUNRNS ARE OE. APPUED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL 3. gruff MiBE rl SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. nalplar 1 . 3e 7/8' Naz_ 38 5/8' Mox LW VW*,. -SEE AL83BIAIC B T LORI Width PRODUCTREV69D es complying with Ma P6o6Mie� Q /� BcIMingcodo , •. yoS.�/Fr/ AcmpMocoNo .11Mig L. eo,-/ 7ROM511 7. • • •11.• OpR • •• ••• • ••. "/ . 2 • • • . • ^ ty.:.' e• • • �� • •• 1� •• • DATE 119 80908 • • • ppyiZ . Revision Notes: T/j��/' �`� ]� ]' .e •idt-•. • Revised to compv� 7902004 -11/01/05 LA I / \ O1 �/ . 8501 NW 90th Si. 5215 r% •r'% Raised la comply w/ IffiR007 k added 11��YY l�J C MEDLEY. FLORIDA 33166 d ► Insulated Otau 01/22/10 (305) 690-8660 *Ir. Ashland Yat -Point Lock 01/27/11 1GAWWIC7PRIR or awn,ILOYANUM I/ND0113 IND OWN BOOBS ' ME. Revised 10 comply w/ 2010 FRC ewe ml.a [emu arOwn w AM 0Ly.y wt tets6 amu r RedWed t0 comply w/ 2014 IBC ROA APPROVAL I 1 IMPACT Ie.P8E201 0002 I 2 OF I • "•"'"" Nehmen limo'0174716.0 "La. Porte" Impact" French Out -Swing Door AP 1 pL+tL�t`M` • • Nelson Irmo 01/20 12 LU1S• • 0.t e. AVwer *.w"r Ie.rN Nutria, F0-2003 • iiIMMen Loyal G ,itiorraelT iignEtir "X" ELEVATION a ,"0" ELEVATION "LaPorte" OIPACP 1.1624011 0111'801240 11009 - DB916N LOAD CHANT PANEL VIDZIgGII3 RIABO LI f Hoz. 1L0 VId*I1 ( PEP ) 'amu• mono O A141301S MD al ,---• �f/,yam ..... //� , 1 0WB 'D• +/-(PSP) - \AZxe �fs 101/4' 16 1/4'+ 22 l/4' 28 1/4' 301/4• 34 8/4' 77' i W 5 +860 11 3/16' ±760 ±760 I'> "XX" ELEVATION "OX" ELEVATION! APPROVED CONFIGURATIONS) NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION .VIEWE2. FALSEO FROMEXTERIOR EMUNRNS ARE OE. APPUED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL 3. gruff MiBE rl SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. nalplar 1 . 3e 7/8' Naz_ 38 5/8' Mox LW VW*,. -SEE AL83BIAIC B T LORI Width PRODUCTREV69D es complying with Ma P6o6Mie� Q /� BcIMingcodo , •. yoS.�/Fr/ AcmpMocoNo .11Mig L. eo,-/ 7ROM511 7. • • •11.• OpR • •• ••• • ••. "/ . 2 • • • . • ^ ty.:.' e• • • �� • •• 1� •• • DATE 119 80908 • • • ppyiZ . Revision Notes: T/j��/' �`� ]� ]' .e •idt-•. • Revised to compv� 7902004 -11/01/05 LA I / \ O1 �/ . 8501 NW 90th Si. 5215 r% •r'% Raised la comply w/ IffiR007 k added 11��YY l�J C MEDLEY. FLORIDA 33166 d ► Insulated Otau 01/22/10 (305) 690-8660 *Ir. Ashland Yat -Point Lock 01/27/11 1GAWWIC7PRIR or awn,ILOYANUM I/ND0113 IND OWN BOOBS ' ME. Revised 10 comply w/ 2010 FRC ewe ml.a [emu arOwn w AM 0Ly.y wt tets6 amu r RedWed t0 comply w/ 2014 IBC ROA APPROVAL I 1 IMPACT Ie.P8E201 0002 I 2 OF I • "•"'"" Nehmen limo'0174716.0 "La. Porte" Impact" French Out -Swing Door AP 1 pL+tL�t`M` • • Nelson Irmo 01/20 12 LU1S• • 0.t e. AVwer *.w"r Ie.rN Nutria, F0-2003 • iiIMMen Loyal G ,itiorraelT iignEtir "X" ELEVATION a ,"0" ELEVATION "LaPorte" OIPACP 1.1624011 0111'801240 11009 - DB916N LOAD CHANT PANEL VIDZIgGII3 RIABO DP • 5a181.DP ( PEP ) 'amu• mono O A141301S MD OLABB 1756iatim....„1ALBM '.• k 'r +/-(5251 ,---• cuss T751.8' +/-(PIP) alas MB •0.171! +/-(525) 0WB 'D• +/-(PSP) =IDDB • BM • BIDm • 101/4' 16 1/4'+ 22 l/4' 28 1/4' 301/4• 34 8/4' 77' i W 5 +860 11 3/16' ±760 ±760 576.0 S 596.0 17 3/16' ±760 ±760 ±76.0 S ±860 23 3/16' ±76.0 1760 576.0 7 ±860 29 3/16' ±766 576.0 ±760 1 296.0 31 3/16' 6760 1760 676.0 1 ±86.0 37 3/16' 5760 5760 2760 10 1/4' 16 1/4' E2 1/4' 28 1/4' 30 1/4' 34 1/4' 93' WO 6 ±866 ,- 11 3/16'• ±760 +760 ±760 6 586.0 17 3/16' ±760 2760 276.0 6 2860 23 3/16' 2760 +760 276.0 6 ±960 29 3/16' ±760 ±760 2760 6 2866 31 3/16' 2760 5760 ±760 6 ±860 35 3/16' ±760 576.0 576.0 • OPERABLE PANEL MUST YHT APPUCIBLE REGUIREME11I8 PER 841.0872 OWE. • O PARENTHESIS 16017/1.28 OF ANCHORS AT ERNE .eWB. ••• • • • • ••• • ' • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/16. 7P1ICON V// CSEf VOTES BELOW FOR SPACING) 2 x O•.T.) 11000 BUCK 1/4' HAX. SHOO TYP. 1 I/4' NON ENE 0 Active ;� JAMB Io kl 14114 EMBED TYP MULUON INTERIOR SIDE LOCK STILE 1 x (P7.) WOOD HUCK (SEE NOTE 3, SHEET U MULUON 3/16' TAPCON W/ 1 1/2' BIN ENDED. SEE ELEVATION. AT SHEET 1 OF 6 FOR SPACING JAMB1itlll 0 ActIv . ..., • OEXTERIOR SIDE MEM): UNIT WIDTH Innctive 1/4' Inactive L_J LOCK STILES WITH FLUSH BOLT INA D SS L_J LOCK STILES WITH TWO-POINT LOCK & FLUSH BOLT INTERIOR SIDE EXTERIOR SIDE SI11 Height • .•:? 'MIN ENDED. INTO 3500 PSI COC (TYP.) 1 1/4' 0/N EDGE GIST.) 9/16• ELC9 TAPCOC V/ PRODUCT RBYISED 11/2' N1N 06E2 asconlplylry%Alhlbo Plaids COX SHEET 1 6 6 DulldlogOoda FOR 1DCATD4 ANO SPACWWA OPTIONAL - DOUBLE BOTTOM RAIL DETAIL M:/� Active Inactive OPTIONAL BOLT 0 TOP BAIL 6' two-point •• •I.• • • • • • •• • • •• . • e• • • •• • • • •• • • • DATE � THOMAS J. 9020116 • • • �('1�%1 . Ra,Ws on Note 14.64.-'41061t, • Robed to comply v/ 2802004 -11/01/05 • •'.• w 4►, Raba to comply v/ mum& added 55225 •* : MouldedRam01/22/10 1. dabbed IAA -Point lack 01/27/11 EL . Radlaad to. oomply •/ 2010 PBC E OP• t{`l:: It0Fbed to comply v/ 0014 PBC W:'• ':o°tee AAM •6. Nelsen Erste W O10 'O'''F'Q'�•Nation Reno 01w0.18f• OPTIONAL HOLT 0 BOTTOM RAD, ( SEE DETAIL E3 FOR MOUNTING LOCATION ) 7LU8R BOLT & TWO-POINT LOCK MUTATIONS: 1). MAX. OP ., ±88 PSF W/ (4) Surface Bolts & Roos Types A. 8, & C. 2). MAX, DP a 378 PSF W/ 2 -Point Lock (acUv)+(2) Surface Bolts 0 Inactive 1 A' MIN EMBED OW.) ANCgH060 NOTES:: 1 ANCHOR 0.C. MAX.ioN SPAACCHIO AND LOOCCAATIONS. 2. am T4YPOF.8 FOR INSTALLATION u s nnca t/HelgA N4 MED.f1i �' E8. INT -171-7 3500 PSI CONC. (TYP) 2/16' CLCD TAPCOI V/ 1 V2' MIN DEL 1 1/4' QIN. EDOE 0130.) (•) MAT BILL NOM DOORS 6 SIIELITES WITH THIS SILL 70 DE 95 1/4• MAX. FRAME HEIGHT. THIS TYPE 6 SILL IS LIMITED TO ./- 76.0 pal DESIGN LOAD AND NIST BE USED WHERE WATER INFILTRATION 12 CAT REQUIRED OR THE EXTERIOROPENINGIS PROTECTED WITH AN EXTE145213 CEILING OR ROOF OVERHANG GREATER THAN 13t EQUAL TO THE HEIGHT OF THE WALL WERE THE Dmf IS LOCATED. ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • '• ••• • • • • •• • LA WSf ON 8501 NW 90th St. MEDLEY. FLORIDA 33168 (305) 698-8880 MANDPACHOR9d OP OMIT ALUMINUM 67ND022 IID 01.198 DOOM Dm. 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PILMUL \ INTERIOR SIDE t7 Glazing Adapter .468" 0/* laminated Ohm by Du ont - Glue Type "A" AUDIBLY Wave IN '\ TIL a e/.• Fwnm. • VFwTNfMTDP FAKE V •-• -••• LIi Glazing Depth mut DISCa D1TAd GWWpg 1 3,16' Annealed 2 Ago' DuPont SGP Interloper YW� I MIMM, 3 3/16• /rivaled 4AW \`\ ,..<:---.,,,... r' ions -•_ .... Laminated glop ` `1., G�j 940' 0/A Laminated Glass by Dupont - Glass Type "B" \ by matedpont or 8olutla �� i1', •B' •C" mm OpC®'f10N mom } _ � SILL SEALANT DETAIL NERD aTwaep To K SCALP SINS 4R Ate Nome MD ro SSL , •u FRAME ASSEMBLY DETAIL Awmi. aRESDR GIN SIDELITE/JAMB ATTACHMENT ware �� ° NMGOWN TOM TIUASEo a• ' `•' i DETAIL Types or 1 VB• ME TAatE V/ CORRESPOND GLAZING TYPE a DEsptiPT , , 2 OPootAnneale azo• argot PVD rMc.ray.r y/s Round Dead � 3 1/8' Metaled eaw4 Ay ® .D EXTERIOR SIDE A4r 0/A laminated Glass by Solutl° - Glass Type "C' GLAZING DETAIL iii En + orr2 thmetl GUq 2 D10' 242.. PVg Ter 3 1/N• Neft-0*.n9tMrud Olaf, 134? ' �,,,, ..0 _ e • ' mut tem .i LOWER '� } / , - xwccATTAONNINT n v1 L HINGE ATTACHMENT DETAILS emus lac •,., ../ +WI•w ••••: t' ,/ '' ,� �I LOT MCI tom um' To ton SIRS INTERIOR SIDE GLAZING TYPE & DESCRIPTIONS l�Gls:Ing Adapter Ol..- Silootne 6/le• I arnln.ted Ewa .940 0/A Laminated 010,5 by Solutla - Glass Type -D'. •W Ola- D5•Ih NTLI D18CWyTI0N WRAd I /SEE TABLE v/ aRRc• .DIG !_■ ,Ibis GLAZING TYPE a DESCRIPTOR) �/ 1 Ire• Neat-StrMpther.ed Gan ■ � A/"� _,-t.-- a 2 MP Sanaa AVID 11.1107.1 �A _ ', e ,� - 't1 3 1/e' Meat -Strengthened Goes �� _s �,� 1 4" insulated r { 1/4' INSULATED AIR SPACE •. aa.r A� @p000 Tr/ e 1/O' TEMPERED GLASS Q l/6' Tamp. Glass "E .940. 0/A laminated 01505 b7 8olulla - Glass Type MIDI / �,T Jv. :TILE sorra T 1[X NUT 10= ATTACH/ENT Axa WWI en M 3/1021006 4'iPN/naL PANEL ASSEMBLY DETAIL ACCESS .3 OVEN --tee �p / / .' ��t��$$�la2,,A Ep $PACS Glazing Bead 01a•a ST l S1g91 •TrYSaal•- b f Spacer 6 GTO DSBC08710N Dowd Ptl a e112- 36i°`° 1 1/e• Heat -Strengthened Ross I. E Azo' DuPont SGP tMMayfr EXTERIOR 3 VW Neat -Strengthened Glaaa r —,�--,tea ` . 4 1/4• INSULATED ANI SPACE GLAZING DETAIL #2 o Ire• TEMPERED GLASS © 514 INTO (AE SMS OR ALF DRILLING METAL STRICTLRE MOTES POR SPACING) t' (062 OST.A FNp� �yyq ih SCREWS 511 INTO (SEE 2.125 MC *11 (6063-T5 MN) 6222*N 10 TAP�UK MVJELDLIDN NIAIU-DARE LW SNS OR SELF DRILLING SCREWS METAL STRUCTURE NOTES FOR SPACING) 1. -1 , Mat EDGE DIST.STEEL M1 12 GA MN. (ry " 36 KSI NIN> CIR COLUMN (STEEL UTAGINT ALUM TO SE PLATED OR PAINTED) 1144,TMT "1 Iowa IT t 1110. Pw .d ` + _1 1 T T T I Imo' t — al A Irk nil rim V4V4 1MIf. siuii TYP. 1 1/4" MAX SHIN TYP. + + PRODUCTRBVISBD Mi.- f 14 asconplylagwilh . e 8ulldky Cbd�a J w , Q/ O . 1 !/P N{IL6,16• ELM] TAPCON W/ 0060 01ST. 6/16' TAPCON W/ 1 V4' MIN TYP OST. 1 V2' MW ENDED. I-- T 141210% EM9Ep, INTp I:ING r (SEE NOTES FOR SPACING) i0t SPACING) • • • 5 sr > ..• , . ..• , 4Vi.? L 2:::1 �5 B HINGE A853210LY DETAIL 11 /PD -824-2 •� - • �•�. PtOduct i. t:BOMAB J. 8070E • • • : - 1, WagRBR • • • • • .: •-' Il (MN, L .. cat= TOA 3 KS[ MNJ "mow . n4•w �woe t 4 �'`. : : ,� w = 1 t/ .. «. .• ..� ,) A' ': PAIN, E)®eo t :r ` 's;: `.•tin .: i'• �'�� 111, E x (PSJ • RICH • SEE GQI. NOTE N3D • • • • • 114 e; , • • • . . '•. Ai • S �r • i V / 6 • b . 2' •, it .. :� T / OF • :embed • it • . • 1`.e I • Po�*oo • • 'A �., •� " 22 %0-•,... CRj•(4� p. • DATL� '�} •: + ` 'ND • • • Revision Notes: T Rierhad to amply •/ PBC2004 -1(/01/06 Revised to empty v/ /DC2007 k added ®T/j��/� N 8501 NW 90th Sl. Ll l /Iso 1. MEDLEY, FLORIDA 33166 IDsuIstad Gass 01/22/10 (305) 696-8660 I --T T 1/4• IMM. SHIN TYP. - V4' M SNI* TYP. Ashland Malt -Point Look 01/27/11 1fA1(i Ow1•JTY ALI/Yl WINDOWS APO axis? PPM PK to comply / 2014 PBC 0*-7lIfR l *34 pros APPROVAL! I"""' err INnaa a•rfwa. +RENCH DO I,a... aa..a MOA APPIl IOW TRENCH DOOR 5 OF t NOA • • • •• ' • • • E. IT0T�7IRtA1. INSTALLATION MAILS MAY APPLY • • • • TO t13)R FR/44C FRAME x0,0. FRAME INSTALLATION OPTIONAL DETOjjt : • ft•-• M • Nelson Brae ' " f 01 10 le o A) La Porte"Impact French Out -Swing Door Ab..a /y Nelson Erma • • MN 02711,712 • /ram e.t.a. 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MOW/ 84 1183314 1 I-- MR 108-10 RAM O 216'1 0.06-10 01118 30N11 • I13NYd O 909-33.00 van GgT/IS) 9Z -10 tlaldvaY ONIZIPID OSLI 0.90' L8g T Int' �....Jj J yL0 960^.- 090'1 _ I 39833338 numbo'3 806' 1- ,_� I 099. 6s2'f �1', 1. 290' car _1 -II- 930 OM, 1 ff MIAMI•DADE caut'TY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER• — Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is deteiutined by .Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hi. • i ,Hurricane .one. MI&MI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315--2590 F (786) 315-2599 www m€amidade.¢ov/economv DESCRIPTI 1 : Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L. ‘i APPROVAL DOCUMENT: Drawing o, 1" "— ' i 1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATIN t : Large and Small Missile Impact Resistan J • • . • .... LABELING: Each unit shall bear a permanent label with the manufacturer's name ar:logo, oiV,• tate, series, and following statement: "Miami Dade County Product Control Approved", enipss otherwisemoted • . • herein. • RENEWAL of this NOA shall be considered after a renewal application has been fife iad thele tin been no change in the applicable building code negatively affecting the performance of this}3redttct. • '••••• TERMINATION of this NOA will occur after the expiration date or if there has bei a revision bt ch'ange in the materials, use, and/ or manufacture of the product or process. Misuse of this l efIC Tit an endofsement of any product, for sales, advertising or any other purposes shall automatically terminate tfiis Nt Ake Failure • to comply with any section of this NOA shall be cause for termination and removal otNOtt. •••• . ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Fforit!a,: and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.07 and consists of this page 1 and evidence pages E-1, E-2 and H 3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. • • • • • . MIAMI RADE COUNTY APPROVED Expira ' ' : e: ` ay F, 2017 Approval Date: November 06, 2014 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 02-0501.05 and 95-1212.09) 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheet 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas 3. Sotos, P. E. B. TESTS 1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 3. Test report on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 120 inch span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27402; gigned and sealed by Rafael E. Droz-Seda, P. E... .. (Submitted ander previous NOA No. 02-0501.05) • • . .. 4. Test report on: 1) Large Missile Impact Test per FBC, TAS 2011.. • 2) Cyclic Wind Pressure Loading per FBC, TAG -94 ; • . ' . along with marked -up drawings and installation diagram of tit •dluminum sliding • • glass door, prepared by Hurricane Engineering & Testing, Inde .:•est I vrt:No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Iir Seda, P. E - • • (Submitted under previous NOA No. 02-0501.05) • S. Test report on: 1) Uniform Static Air Pressure Test, Loading per•�BB,.TAS 202-94 • • along with marked -up drawings and installation diagram of ah' aluminum; a�iing glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 02-0501.05) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30, 2017 Approval Date: November 06, 2014 E-1 Lawson Industries, Inc. NOTICE 01? ACCEPTANCE: EVIDENCE SUBNIITTED B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 95-1212.09) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked—up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90—inch span mullion and a 45—inch high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA No. 12-0127.07) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS • • • 1. Statement letter of conformance to and complying with FBC 5th tiNtlp1I (201'4),'istued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. • 2. Department of State Certification of LAWSON INDUSTRIES; Ilk: as a;fAr.profit corporation, active and organized under the laws of the St:Ite• oT. Floridan dated •04/11114 and filed at the Secretary of State. ' . 3. Statement letter of conformance to and complying with FBC-2010, issued by manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.07) .. • • ..•• . • • . • • • • • .• . • •• • .. • • • •• E-2 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30, 2017 Approval Date: November 06, 2014 • • • . • • • • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT" ED F. STATEMENTS (CONTINUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI-02-1716, HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement - L.M.I.", approved on 03/29/12 and expiring on 05/30/17. • • • ...• • • • .. • •• • •.• • .. •••• . • •. . • . . • • • . • . • . .• • . •• • •.• • •. •..• . • • •. • • •.•. • . • Jaime D. Gascon, 1'. E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30, 2017 Approval Date: November 06, 2014 E-3 • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• • • • • • • • ••• • • • • • • • • • • 000 • • • • 000 ANCHOR/CLIP GLAZING PRODUCT ANCHOR/CLIP HORIZONTAL MULUON :r VERTICAL 4111E 1 VERTICAL VERTICAL g 31 2 GLAZING PRODUCT Alh MULLION GLAZING PRODUCT NCHOR/CLP MULLION , GLAZING PRODUCT ilk WI IIIMPIEMPIII MULLION SPAN i WIDTH (W) - W1 + W2 + W3 2 ANCHOR/CLIP \) `��. VERTICAL GLAZING PRODUCT VERTICAL MULUON GLAZING PRODUCT ANCHOR/CLIP MULLION 3 2 GLAZING GLAZING i PRODUCT PRODUCT 2ui 2 ANCHOR/CIF W2 WIDTH (W) - WI + W2 2 • • • • • • ANCHOR/CLIP • • • HORIZONTAL MULUO© 11 • • ••• `ANCHOR/CLIP HORIZONTAL MULLION GLAZING- PRODUCT `��. ._„..1 GLAZING PRODUCT VERTICAL MULUON GLAZING PRODUCT ANCHOR/CLIP o CA 3 MULLION SPAN WIDTH (W) — WI 2+ W2 'TYPICAL MULLION ARRANGEMENTS N •• • • • • •• • • • • •• • • NESE MULLIONS ARE R ?EA FOR LARGE MISSILE IMPACT • AIND•iikN q� Q D Yrf f� ALL LAWSON'S MIAMI-DADE CQANIZ AgPI 'OVE4IMPACT LAND NON -IMPACT PRODUCTS. • • RECTANGUM4•ALUIRINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY • GENERATs NOC➢8: •40* • 1 •THiB otR0*U6+T•HAS BEEN DESIGNED TO COMPLY WITH THE • REMUIREMB I OFWHE FLOR BURRING CODE 2014 EDITION INCLUDING • HISH 4'ELOCI� p�UIC/'I& ONE (HVHZ). • 2. AC, GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3. MULUONS ARE APPROVED FOR IMPACT MND NON -IMPACT APPLICATIONS, INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY 8E MULLED. 4. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. ANCHORS SHALL 8E AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEOHENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 8. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7. A LOAD DURATION INCREASE N ALLOWA8LE STRESS IS USED 114 DESIGN OF WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT UNITED TO STEEL OR METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BLDG. CODE - SECTION 2003.8.4. MULLION & CLIP NOTES. 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 3 OF 10 FOR MAX, MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET .10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS PRODUCT RBVISBD mcomplying withIheNodda ///�►► Q Acc4tMcONo i ..a �1a8.08 AcccytoneeNo - , u�Aa:.LU�C • 1 � , .4i VlIbadaPro act Doot • 1 8 1 z 1 1 z • •• •. • • • • •• •. . .• • 4,16 •• • • • • • • • •• • f•• . • • • • • • • • • • • ••• • • • • • • • • •• • 1.690 ,1_=„5„e.,___"225 • ,062 • • • a f • • • • • • • m 4 .156 TYP. 1.,03 3.000 1 1 • • � a__: _. la • • 'I' ,) I • • • ••• ••� • �t2S/ al11 4.000 1.II, J LS!'+ •,%%HCG STD. Tl1RE TYPICAL WINDOW FRAME 1 4.000 .113 3.000 • 1.73E• • • • • • 62••:2X4 • •••• • •••• • •• • • I• e 2.000 •• • •• 1.732 2.0622.000b500 a m x 0 -+ o 2X MULLION CLP • Ed '2 a. 0 " 6063-NOTCN L, / OPTIONAL �' �/ _ 6.000 2 X 6 STD. 711RF '�' .tae ...LOGE 1 X 4 .- L1000 -I 1.198 X 3 *156 CUSTOM .105 L. 1.062 t X 3 MULLION CUSTOM 1-1.000-1 1.169 1 X 2 MULLION .106r CUSTOM .078 L062 1 X 2 MULLION ti 1 x 1 MULLION CUSTOM MULLION 8083-T8 CUSTOM MlpllOb roes -re 6003-79 Ixx: 0.950 Int 0.833 Ins (FIANCE FRAME) 0003-78 Ixx: 0.370 Sxx: 0.370 '(FIN FRAME)1,RnnncrORVGE int ink 6063 -Te IxX: 0.330 Sxx: 0.330 FRAME) in4 ins ® • C, 1 i 1 1 2.030 Ixx: 2.070 Int Sox: 1.035 In (FtANGE�tTRAME) lox: 1.000 Int Sox: 0.667 in!Sox: (FW FRAME) STANDARD TUBULAR SHAPES J t 2.000 -Laoo-+ `A23 as eomplYlyc Ac..p0Building Cm Accolnpeel: &pita o, nNA0ne17odd6 a A •Lo_ go ! ['> 7Q 2D.,} 2 1''"" 0. j 1 C f� ►� TYP. WALL - .125' ALL ALLOY aeaa-re .750 �• TYPICAL GLAZ NG PRODUCT r�J + - -.124 I /.i V Pu,�, -L000 •� U 7 fieri rata haat 0000 N 1 IU 1000 "'-_2.00-yy.123 1.129.000 III . t .� - 2.000 MULLIONS 3.3.000- CONTAINING ONO-. 6.000 0400 _0126 4 3.000 1 '� 2.000 1 Ikik ,.300 IX MULLION CLIP � I{ . S 6087-T8 ' OPTIONAL el;/ X 4 STD. TIIBE MULLION 1 X 3 STD. TUBE MULLION 1 X 2 STD. TUBE MULLION i� Ag1 •5 9063-16 I 2.070 Int' Sxx: 1.035 ins 6063-T8 Ixx: 0.950 In'. Sxx: 0.833 in 6063-T6 lxx: 0.330 in4. Sxx: 0.330 ins & jx i $ a . TS YPICAL GLAZING PRODUCT �-- _ HORIZONTAL 2 X 6 2 X 4 OR VERTICAL •xx: STD. TUBE MULLION T- MULLION STD.UR SEE VAN= OR 00 2 APPROVAL FOR FASTENERS SIZES AND SPACING 8063 -Te Ixx: 8.280 int �� Sxx: 2.760 In: 6063 -TB ixx: 2.980 int Sxx: 1.490 ins 2000 (� 'LES L,� MIN ANGLE ,. OPTIONAL CLIP CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS Pc ta{ MULLION PROPERTIES ONLY i MULL ^L" INSTRUCTIONS -USING THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI -DADS COUNTY APPROVED IMPACT ANO NON -IMPACT PRODUCTS. - 8 ti ,t�� goo •.. '1 ''°.. , '' •�., u� 11 e L•- ,':',?:411/'$. -,.:`,'""'F' ' 1 X 2 1.688' USE CHARTS AND GRAPHS AS Follows. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENNR 1 X 3 2.688' STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD NOTES 1. REFER TO THE GENERAL NOTES ON SHEET �1 �, :; r, :. ' `� rr "' •• 1 X 4 3.688' REQUIREMENTS. 2 X 4 3.688' STEP 3 MSE CONNECDON TO MULUON AS PER PRODUCT I 2 X 6 5.688' APPROVAL. STEP 4 SPECIFY MA2MUM SHIM SPACING. CHARTS 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED. VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET I OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. ... "'�'�' ti ', .^, Ln `t �� ' ., . •+"' A 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MUWONS. 2. WHERE ANGLES ARE NOT FR SNUG INTO TUBE MULUONS, SEE OPTIONAL ON SHEET 3 OF lO SELECT MULLION SIZE 0476 �SIEL..5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED N STEP t ABOVE. USING ANCHOR 1YPE5 ON SHEET a THRU 9 AND ANCHOR CHARTS STEP 8 SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING ON �-2.000-�) 6083-78 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED N STEP 1 AIME. • • ••• • • • ••• •• •• • - •• •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • .•. UBE MULL IO • .• • TUBE MULLIONS Width(w) MULLSPAN 1X2 1X3 1X4 2X4 2X6 Wldth(w) 18 MULL SPAN 1 k 74-114" `- - 1X2 28.3 1X3 - 81.5 1X4 150.0 4X4 0. • 216 1511__,A. .0 wIdUd( • • M • MUL 'SAID • • • • • • e ;x2 •- • • 1X3 19.3 1X4 42.1 2X4 60.5 2X6 1500 18 38.318" 150.0 150.0 150.0 150.0 '150.0 • 24 150.0 150.0 150.0 150.0 150.0 •24 - 21.2 81.1150.0 133.2 80.4 • • • - 31.5 45.4 1262 30 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 106.5 1550 •158.0 1 • •- - - 25.2 38.3 , 100.9 38 102.5 150.0 150.0 150.0 150.0 36 - 40.7 88.8 127.8 150.0 36 - - 21.0 . 30.3 84.1 42 87.9 150.0 150.0 150.0 160.0 42 . 34.9 76.1 109.5 150.0 42 -18.0 25.9 72.1 48 78.9 150.0 150.0 150.0 150.0 48 ' . 30.8 66.8 95.8 • • 15pO • 48 •• • 6c ; •601 • - 15.8 22.7 63.1 64 88.3 137.6 160.0 15410 1500 64 272 69.2 85.2• 1 L� • i11• • • •• • • • • • • - - - 20.2 68.1 60 61.5 123.9 150.0 150.0 150.0 80 - 24.4 63.3 78.7 • •1442 I - 18.2 50.5 66 65.9 112.8 160.0 150.0 150.0 66 22.2 f18.4 69.7 013111 •0.6" • I • - - - 18.5 45.9 72 51.3 103.2 150.0 150.0 150.0 72 - 20.4 44.4 • 63.9 • 122 72 - - - 15.1 42.1 78 47.3 95.3 150.0 150.0 160.0 78 - 18.8 41.0 59.0 110.9 78 - - - - 38.8 18 60.6/8" 89.3 150.0 150.0 150.0 150.0 18 84"• - 58.3 122.6 150.0 150.0 18 132" - - 31.6 45.5 126.4 24 67.0 150.0 160.0 150.0 150.0 24 30 - 42.2 92.0 132.4 150.0 24 - - 23.7 34.1 94.8 30 53.8 142.3 150.0 150.0 150.0 - 33.8 73.8 105.9 150.0 30 - 19.0 27.3 75.8 36 44.8 118.8 160.0 150.0 150.0 38 - 28.1 61.3 88.3 1500 36 , - • 16.8 22.7 632 42 38.3 101.7 150.0 160.0 150.0 42 - 24.1 52.8 76.7 150.0 42 - - 19.6 642 48 33.5 89.0 145.4 150.0 150.0 48 21.1 46.0 68.2 140.8 48 17.1 47.4 64 60 29.8 78.1 1292 150.0 150.0 64 • 18.8 40.9 58.8 125.2 64 - - - 15.2 42.1 26.8 71.2 118.3 150.0 150.0 60 88 - 16.9 38.8 63.0 112.7 60 - - - - 37.9 88 24.4 84.7 105.7 150.0 150.0 - 15.3 33.4 48.1 1024 ' 86 - - 34.6 72 22.3 69.3 98.9 139.5 150.0 72 - 30.7 44.1 93.9 72 - - 31.6 78 20.8 54.7 89.5 128.8 160.0 78 - - 28.3 40.7 88.7 78 - - - 29.2 18 57" 82.8 150.0 160.0 150.0 150.0 18 96" - 37.7 82.1 118.3 150.0 18 144" - - 24.3 35.0 97.4 24 48.9 135.1 160.0 160.0 150.0 24 - 28.3 61.6 88.7 160.0 24 - - 18.3 28.3 73.0 30 37.6 108.1 150.0 150.0 160.0 30 - 22.8 48.3 71.0 150.0 30 - - - 21.0 58.4 • 38 31.3 90.1 160.0 150.0 160.0 38 - 18.8 41.1 59.1 143.8 38 - - 17.6 48.7 42 28.8 772 131.1 150.0 150.0 42 - 182 35.2 60.7 123.2 42 - - 15.0 41.7 48 23.6 87.5 114.7 150.0 160.0 ' 48 - - 30.8 44.3 107.8 48 - - • - 38,5 54 20.9 60.0 101.9 146.8 150.0 64 - - 27.4 39.4 95.8. 64 • - - - 32.6 80 18.8 54.0 91.7 1321 150.0 60 - - 24.8 35.5 86.3 80 - - - 29.2 66 17.1 49.1 53.4 120.1 150.0 68 - - 22.4 32.3 78.4 68 - - - 26.6 72 15.8 45.0 76.5 110.1 160.0 72 - - 20.5 29.8 71,9 72 - - - 24.3 78 - 41.6 70.6 101.6 150.0 78 - - 19.0 27.3 88.3 78 - - - 22.5 18 48.3 133.4 150.0 150.0 150.0 18 - 28.5 57.7 83.1 150.0 18 - • - 31.0 88.1 24 34.8 100.0 160.0 150.0 150.0 24 - 19.9 43.3 82.3 150.0 24 - - - 23.3 64.6 30. 27.8 80.0 150.0 160.0 150.0 30 - 15.9 34.6 49.8 136.3 30 - - 18.6 51.7 38 63" 23.2 88.7 125.2 150.0 160.0 36 108" - 28.8 41.5 113.8 38 - - 15.5 43.1 42 19.9 57,2 107.3 150.0 160.0 42 - - 24.7 35.6 97.4 42 - • - - 38.9 48 17.4 60.0 93.9 135.1 150.0 48 - - 21.6 31.1 85.2 48 160" - - . - 32.3 64 15.4 44.5 83.4 120.1 150.0 54 - • 19.2 27.7 76.7 84 - - - - 28.7 60 40.0 76.1 108.1 160.0 60 - 17.3 24.9 68.1 60 - - 25.8 86 - 38.4 88.3 98.3 150.0 68 - - 15.7 22.7 62.0 68 - • - 23.5 72 - 33.3 82.8 90.1 150.0 72 - • - 20.8 58.8 72 - - - - 21.6 78 33.8 57.8 83.2 150.0 78 - - 19.2 62.4 78 - - - 19.8 GLAZING PRODUCT VERTICAL "MULLION (LAZING PRODUCT - O 3 HORIZONTAL MULLION o. i-� PRODUCT ``�` s. 3 GLAZING PRODUCT OI.AZBLO PRODUCT 3 MULLION SPAN TYPICAL MULLION ARRANGEMENT$) ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) - Wt + W2 2 PRODUCTRRYISOD 0o complying %AD (In Moeda 13uildhag Codo , y Aceaplaulco No - roc o D)• niaunf )edolhoductWBttol" 9 ci) 0 E Ii 1 ! 1a 1. 1 • •.• • • . •.• •• .• • • •• • .• •• • • • . • . •. •• •• • . • • • • •• ••. •. • •• • • •• •. • •• •. • • •• .•• • •. •• • . ..• 1.690 .125 LON �'�1• r .06e • • r • • ,125• • • • • • • • r0 .688 1SW--� fq O p r^ �'^bj iir X156 iYP. 1.403 3000 I, b88 • ' , !r" „/' • I ' •• II • IfP5 i ,T Fr,�S = .T .125 _ O 4 2 rA > i,� �� I 1 • • • r • • • • • _ / 1 1 sl 1 : I • • 3400. • • • : • • • • • • • 3'� • • • �,. 1 % 0 1 .115 3.000.115 .00D Fr - l a ,t 1 y 'I 1.732 3.0 1 N.W. 90 ST. LEY, FLORIDA 3316E 4o. (305) 696-866 1018 AND GLASS . • NS 7S AND GENERAL ; 4 OP 10 4.000 � 2 X 4 A f t L: a t .MUT. ON I TYPICAL WINDOW FRAME • 1 I 1 0 Ab .. 4.000 4.0003,625 1 ' 1, • • • • • • 4,500 2X MULLION CLIP sir• -r' • • • • • • i,.., o - ... �.�.�.� • • '1� 1 •102 1462 1 X 3 STD. TUBE MULLION I, i'�0 1488 1 X 3Si ( § '+ i 1 2 X 6 }- 308 .102 1 �„ 8003-T8 •L• e(,•to NOTCH OPTI0NA % ® ✓ 6aa0 / 1 t ; y % MULLION L062 1 X 4 STD. TUBE MULLION t X 3 CUSTOM MULI ION 0003-T8 CUSUM- QULLION List k' ///I/moi. CUSTOM MULLION 6093-16 6063"48 6083-18 4 Ixx: 2.168 in. Sxx: 1.445 Ind (FLANGE FRAME) t Ix%: 2.168 In,4 3 Sxx: 1.445 in. hoc: 2.218 in. Sxx: 1.479 ink (FIN FRAME) LAWSON MANUFACTURER OF QUALTPY AL I III ----2.000 4 lxx: 4.709 in. Sxx: 2.355 ink (FLANGE FRAME) 4 Ixx: 4.709 In. • Sxx: 2.355 in, STANDARD TUBULAR SHAPES 2400ALLOY TIP. WALL ..,126' ALL e. 8083-T6 1.500 /A- _-� TYPICAL ZZI PRODUCT ri ...07 1 r 2.000 . - 2290 �� .too % e.0Qo 1.625 • .•., �0 4.DDo I` • 11 6.000 .. / u... 012' 0.0. 4.030 / ; 325 g $ AA d 4.500 IX MULLION CLIP aOoo 4,000 MULLIONS CONTAINING / I�////rim 3.625 , L' /� / 8003-76 NITH 1.. / TYPICAL GLAZING PRODUCTS C475.4OPOPTIONAL I'IlODUCI'RBVISMD as ca1y11yIuugg with the Florida BtdldlagCodo , 4r AmaPl®toNo 4118 r �� xp $ i S $ E HORIZONTeL OR VERTICAL li SEE WINDOW OR DOOR APPROVAL FOR FA57ENER5 S12E5 AND SPAgNC 2 X 6 STD. TUBE MULLION 2 X 4 STD. TUBE MULLION 6003-T8 lxx:19.648 ink Ixx: 7.649 ink it r _ Hir�7n j g s a fioductCtmlrDl� ALUMINUM TUBE MULLION$ 1f 1 1 _ 2.000 +.125 ,L, • MIN. ANCL��Ip .L. NOTCH ♦ CLIP LENGTH Sxx: 6.549 ins Sxx: 3.825 irist''RECTANGULAR MULL "L" INSTRUCTIONS. USING MULLION PROPERTIES ONLY ttiatrts4, 1 X 2 1b88' USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. g� S .«01 , , ,_r; ,......... ) j r� , ;�, •'' ` 6:1"„17- 0 P:'' 0 1 STEP 1. DE TWINE DESIGN LOAD REQUIRED fOR PARTICULAR OPENING.i X 3 2.688' STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD 1 X 4 3.688' RFAUREMENrS. NOTES: .1 1. REFER TO THE GENERAL NOTES ON SHEET ,,' .1 r 1.:1 -' 0 .:: :> W' 1- e3 "' "' . + 2 X 4 3.688' STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT 2 X 6 5.688' APPROVAL. STEP 4 SPECIFY mum SHIM SPACING. 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. .�!,, ,... 1 ' ..,• .�. ` n•<: " e ' •. -...:4 � - �' e A CHARTS 1. ALL CLIPS AND ANGLES ARE TO FIT USING ON SHEET 5 OF 10 SELECT MULUON 512E STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES IRE NOT FIT SNUG INTO TUBE MULLIONS. SEE OPTIONAL W STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 0 THRU 9 AND ANCHOR CHARTS STEP 6 ON SHEET 9, SELECT ANCHOR TYPE wan DESIGN WINO WINOANCHOR S --1aooI 8083 Te DETAIL AT SHEET 9 OF 10. MORE THAN THE OESION LOADS SPECIFIED W STEP I *8082. • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • ••• • •• •• • • ••• STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width (w). MULL SPAN 1 X 3 1X4 2X4 18 24 30 36 42 48 38.3/8" 54 80 66 72 78 150.0 150.0 150.0 160.0 150.0 160.0 150.0 150.0 160.0 160.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 160.0 150.0 160.0 150,0 2X6 150.0 150.0 150.0 160.0 150.0 150.0 160.0 150.0 150.0 Width (w) 18 MULL SPAN 1X3 1 X 4 24 30 36 42 48 64 60 66 160.0 150.0 160.0 150.0 18 24 30 36 42 48 60.6/8" 64 60 66 72 78 160.0 • 160.0 160.0 160.0 150.0 150.0 160.0 160.0 147.7 136.3 124.9 150.0 150.0 160.0 150.0 160.0 160.0 160.0 160.0 150.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 160.0 160.0 18 24 30 35 42 48 64 60 66 72 78 57" 150.0 150.0 150.0 150.0 150.0 160.0 137.0 123.3 112.1 102.8 94.8 150.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 160.0 160.0 160.0 150.0 150.0 150.0 160.0 72 78 74-1/4" 150.0 139.6 111.6 93.0 79.7 69.7 62.0 56.8 50.7 46.5 42.9 150.0 150.0 150.0 150.0 160.0 160.0 134.8 2X4 •2X6. 150.0 ; to.8 150.0 p 160.0• 150.0 a 150. 160.0 150. Width 01 M111. SPAN. 11 • • •• -1 1 • • 24 :I'.• • �311 � • • • 3 • •• 160.0 150.0 42 150.0 150.0 48 120" 121.2 110.1 101.0 93.2 18 24 30 36 42 48 64 60 66 72 78 84" 128.4 98.3 77.1 64.2 55.0 48.2 42.8 38.5 35.0 32.1 29.6 150.0 150.0 160.0 139.5 119.5 104.6 93.0 83.7 160.0 150.0 150.0 160.0 150.0 150.0 160.0 16E1 r54.0 1500 1,847) ; 160.0 160.0 160.0 • 84. •• ••• • • • •• mar • • •• • 68 • •• • • • •• 7 • • ••• 8 1)(;l 1X4 4'4.0 95.7 3:a 71.8 18.4, 57.4 22:0 47.8 2X4 150.0 116.8 93.2 18.9 41.0 16.6 35.9 77.7 88.6 58.3 2X6 150.0 150.0 150.0 160.0 150,0 149.7 ••.. 31.9 51.8 28.7 • . 26.1 .•� 23.9 46.6 42.4 38.9 22.1 18 24 150.0 150.0 30 150.0 150.0 36 150.0 150.0 42 150.0 150.0 150.0 150.0 48 132" 64 78.1 18 24 150.0 150.0 150.0 150,0 150.0 150.0 160.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 160.0 150.0 160.0 150.0 18 24 30 38 42 48 63" 64 60 66 72 1 150.0 150.0 150.0 150.0 130.5 1142 101.5 91.3 83.0 78.1 70.2 160.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 160.0 160.0 150.0 160.0 160.0 150.0 142.4 160.0 131.4 160.0 150.0 150.0 150.0 150.0 160.0 150.0 160.0 150.0 150.0 150.0 160.0 160.0 160.0 160.0 160.0 160.0 150.0 150.0 160.0 160.0 30 36 42 48 64 60 66 72 18 96" 88.0 64.5 61.8 43.0 38.9 32.3 28.7 25.8 23.5 21.5 19.9 89.7 84.4 160.0 140.1 112.1 135,9 123.6 113.3 150.0 150.0 150.0 60 66 72 104.6 160.0 160.0 160.0 78 33.1 71.9 24.8 63.9 35.9 118.8 87.6 133.1 119.8 108.9 99.8 92.1 150.0 160.0 19.9 43.1 16.5 35.9 30,8 70.1 58.4 60.0 27.0 24.0 21.6 43.8 38.9 36.0 19.8 18.0 16.6 18 150.0 150.0 24 93.4 24 30 36 42 48 64 60 86 72 W1 W2 78 108" 60.4 45.3 38.3 30.2 25.9 22.7 20.1 18.1 16.6 15.1 80.1 70.1 62.3 58.1 61.0 48.7 43.1 131.2 98.4 78.7 85.6 58.2 49.2 43.7 39.4 36.8 32.8 30.3 160.0 160.0 130.1 160.0 150.0 150.0 30 36 113.8 150.0 42 48 144" 101.2 150.0 54 91,1 150.0 60 82.8 150.0 lib 75.9 150.0 72 70.0 150.0 150.0 150.0 78 25.5 55.4 19.1 41.5 16.3 33.2 27.7 23.7 31.8 29.2 26.9 89.9 87.5 54.0 45.0 38.6 150.0 150.0 128.6 112.6 100.0 90.0 81.8 76.0 69.2 160.0 150.0 138.8 116.5 99.0 20.8 33.7 18.6 16.8 16.1 30.0 27.0 18 150.0 160.0 24 127.9 150.0 30 108.8 150.0 36 91.4 150.0 42 79.9 150.0 48 160' 71.1 160.0 64 64.0 160.0 60 58.1 147.0 68 53.3 134.8 72 49.2 124.4 TYPICAL MULLION ARRANGEMENT$ ARCHES TO BE INSCRIBED INSIDE RECTANGULAR STUPE NOTE; MULLIONS RATED IN THESE CHARTS MAY BE OR VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = Wi +z W2 78 22.6 49.0 18.9 38.7 24.6 22.5 20.8 79.8 29.4 24.5 59.7 47.7 39.8 88.8 77.0 69.3 83.0 57.8 53.3 150.0 1 0 160.0 122.8 102.2 21.0 34.1 87.6 18.4 29.8 76.6 • 16.3 26.5 68.1 23.9 61.3 21.7 56.7 19.9 51.1 18.4 47.2 ENTEO PRODUCTRBVISED as complying MIN Me PlorM& B uilding 02 0v Q O Q Bus • dmmCoNo (/ giamltiado Pmdua Cmlirol F � I 1 11 MULLION MULLION Z CUZINO GLAZING PRODUCT PRODUCT W1 W2 78 108" 60.4 45.3 38.3 30.2 25.9 22.7 20.1 18.1 16.6 15.1 80.1 70.1 62.3 58.1 61.0 48.7 43.1 131.2 98.4 78.7 85.6 58.2 49.2 43.7 39.4 36.8 32.8 30.3 160.0 160.0 130.1 160.0 150.0 150.0 30 36 113.8 150.0 42 48 144" 101.2 150.0 54 91,1 150.0 60 82.8 150.0 lib 75.9 150.0 72 70.0 150.0 150.0 150.0 78 25.5 55.4 19.1 41.5 16.3 33.2 27.7 23.7 31.8 29.2 26.9 89.9 87.5 54.0 45.0 38.6 150.0 150.0 128.6 112.6 100.0 90.0 81.8 76.0 69.2 160.0 150.0 138.8 116.5 99.0 20.8 33.7 18.6 16.8 16.1 30.0 27.0 18 150.0 160.0 24 127.9 150.0 30 108.8 150.0 36 91.4 150.0 42 79.9 150.0 48 160' 71.1 160.0 64 64.0 160.0 60 58.1 147.0 68 53.3 134.8 72 49.2 124.4 TYPICAL MULLION ARRANGEMENT$ ARCHES TO BE INSCRIBED INSIDE RECTANGULAR STUPE NOTE; MULLIONS RATED IN THESE CHARTS MAY BE OR VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = Wi +z W2 78 22.6 49.0 18.9 38.7 24.6 22.5 20.8 79.8 29.4 24.5 59.7 47.7 39.8 88.8 77.0 69.3 83.0 57.8 53.3 150.0 1 0 160.0 122.8 102.2 21.0 34.1 87.6 18.4 29.8 76.6 • 16.3 26.5 68.1 23.9 61.3 21.7 56.7 19.9 51.1 18.4 47.2 ENTEO PRODUCTRBVISED as complying MIN Me PlorM& B uilding 02 0v Q O Q Bus • dmmCoNo (/ giamltiado Pmdua Cmlirol F � I 1 11 • •• • •• • • • • • • • • • • ••• • •• • •• • • • •• ••• • • •• ••• •• • •• • • •• •• •• • • • •• • • ••. 1/4- MIN. EDGE DIST. 5/l8' TAPCONS 1-I/2" MIN. WOOD PENETRATKIN 2 PEA CUP (1 ON EACH WING) I�P 3/4" MIN. EDGE DIST. 1 1/4" MIN. E E D T. 2 BY WOOD BUCK 5/16• TAPCONS I-1/2 MIN. 11000 PENETRATION I PER ANGLE MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" OLLOW BUCK • • •• • • • • 5(I6"•TAPQONS • 1 i/4' 14IN• EMQED INTO 6.1ASQ48Y • • 4 PEP CUP (2 ON <YNG). �Nj� • • •• • • �� •I- • • • • • ••• •• • •• • • • •. TX FLOATING CUP 2 LUM X 2ANL8 1 L A 2 7/16" • • • BY WOOD BUCCI( 5/18' IAPCONS I-1/2' MIN. WOCO PENETRATION 1 PER AN' / iri ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. MIN. EDGE 2_3(16° CONCR 4 HOLLOW BLO OR 5/I6' TAPCONS 1-3/4' MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH TYING) Nimr •• • 5/18• TAPCONS 14r3//4" MIN. EMB 0 INTO MASONRY • • 2 PER ANGLE r M 3 11( FIXATING CLIP 2 X 2 X 18" ALUM Mai ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETEOR -BLOCK 1"x4" & 2"x4" MULL 2 BY WOOD BUCK 2 X 2 X I/8" ALUM ANGLE ALTERNATE ANCHOR LOCATION ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD S/le' TAPCONS 1-1/2' MRL. WOOD PENETRATION 4 PER CLW (2 ON EACH WINO) .- AU. CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD, 5/15" TAPCONS 1-1/2" MIN. W000 PENETRATION 2 PER ANGLE 5/18' S 1-3/4" MIN. EM8E0 MASONRY PER ANGLE P -IX FLOATING CUP 1 3 1 1 11 1 1 2 BY WOOD BUCK 2 X 2 14 1/8" FLOATING CUP UM ANGLE ANCHORS TYPE '8' 4 ANCHORS INTO WOOD ALTERNATE ANCHOR LOCATION 2 ANCHORS THRU 1X B INTO CONCRETE OR BLOCK PRODUCT REMO as complying With the Florldo p Cock Acceptpnto No 4 -090 8.08 D1/r0/ uct Control 7 • • ••• • • • ••• • • • • • • • • • • • • • • • •• •• •• • • • • • • •• ••• • • • • • • • • •• • • • • • 000 • • • • 000 MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLO K 5/16" 7APCONS 1-3/4' IAN. EMBED IMO MASONRY 2 PER 3IP f+ON EACH YANG) MIN. 5/16" TAPCONS 1-3/4' MIN. EMBED RHO MASONRY I PER ANGLE • CONCRETE OR CEMENT BLACK ALTERNATE ANCHOR LOCATION CONCRETE OR CEMENT BLACK -FLOATING CUP MULL ALU2xM25 AN1 ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK • M 1 MIN. EDGE DIST. 2-3/16" CONCRETE 0/• • • • • • • 4" 1OLLOW BL CK• • • • • • !/1e, *Paw "• • • • 5/16' TAPCONS • • 1-314" MIN. EMBIO ANTS WONKY • 1-!/4"411IN. EMBED INTO MASONRY 3/4 • • • 4 PER CIJI0(2 ON TAM gam)• • • 2 PER ANGLE MIN, • ••• ••• • •• • • Csl •• • 4 • • • • • • • • 2 7/16 MIN. FLOATING CLIP I• 3 1/4" MIN. •• ` 4 " CONCRETE OR CEMENT BLOCK ANCHORS TYPE '0' (INTO BLOCK) ANCHORS TYPE '0' (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1"x4" & 2"x4" MULL 5/16' TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER CUP (1 ON 5504 WINO /12 SMS 2 PER ANGLE AU. CUPS AND ANGLES TO FI SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FIAT HEAD. 5/16" TAPCONS 1-3/4' MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH YANG) 25251/6• AL.U14 ANGIE ci) rJ fel 1 O 6 ti A 4 1 1" 4 1 1' 1I a Q 1 1 1i 1 liL CUPS OR ANGLES CONNECTED DIREC Y TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS.1SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER PRODUCT REVISED as complying vlMI1MFlorida Du11dbn6Cb o Acoeptwc°No_ Dn • •••• • ---• • ••• •• •• • • • • •• •• • • • • • • •• •• •• • • • • • • • 000 • • • • • • • .• • • • • ••• • • • • • ••• MIN. EDGE DIST 2-3(16" CONCRETE OR 4 HOLLOW BLO K 2X6 MILL 3-3/4" 5/16' TAPCONS 1 3/4' MIN. EMBED 1100 MASONRY 4 PER CUP (2 014 EACH WINO MIN. EDGE DIST. 2-3/16" CONCRETE OR • • • • • 4" HOLLOW ;i n • • • 3313/ " • • •• • • • M• • •• • 5/16' TAPCONS. 1 3/4' MR. EMBED INTO MASONRY 4 PER CUP (2 ON EACH NANO) CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688' 5/16" TAPCONS 1-3/4' YIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WINO) 1 3/4" MIN. • • 2X6 NULL 5/16' TAPCONS 1-3/4' MIN. ELIOEO INTO MASONRY 4 PER CLIP (2 ON EACH NANO) 1 3/4" MIN CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688' 3 3-3/4" MIN. 5 11/16 ANCHORS TYPE 'E' (INTO BLOCK) .."1' 'ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS INTO CONCRETE Of BLOCK - 2 ALL CUPS AND MOLES TO FIT SNUG INTO TUBE MULUONS. TAPCONS MAY 8E HEX OR FLAT HEAD. ANCHORS TYPE 'E' (INTO BLOCK' ANCHORS TYPE 'H' (INTO CONCRETE' 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 2"X6' MULL SHOWN S OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS; BITUMINOUS PAINT OR WATER -WHITE METNACRYIATE IACOUEFT. PRODUCT RBVISBD m comPlyiug with B"adio00ndo Acc j,InRftl No • oddo -�90 8 10Y 111000 BUCK an$r7ad7No • no control • • ••• • • • ••• •• •• • 8 • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• MIN. EDGE DIST. 2-3/16" CONCRETE OR 4' HOLLOW BLO K 5/16' TAPCONS 1-3/4' MN. EMBED INTO MASONRY 4 TOTAL (2 ON EACH WING) 3-3/4" MIN. '7g 2x4 or 2i6 MNI CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 2 X 2 X 1/4' ALUM ANME LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 5/16' TAPODNS t-3/4" MIN EMBED INTO MASONRY 2 PER ANGLE MIN. EDGE DIST. 2-3/16" CONCRETE OR 4' HOLLOW 8L0 K OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK CLIP LEWGTH• 8 MULL • •L"• _ • 1 X 2 • 1.6886 •1 X 3 2.688' 1 X 4 3.688' 2X4 3.698• • 2 X 6 6.688' ~• • •• • •• • • • •• • • • •• • • •• • • • • • • • • • • • • ••• • ••• • • • •• ••• •• 1. SNUG ALL INTO TUBE CUPS DMUULUOANGLES N6MRE•0•1T ••• • • •• ••• •••• 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR (DETAIL AT SHEET 9 OF 10. TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY 2/ td4WNEI. TUBE MILLION 112 2/ SIDE 1/6' THICK ALUM CHANNEL LENGTH 10 RT SNUG INTO MUWON ACCESS HOLE 114 FH SMS 2 PER CUP 1-1/2" O.C. IAN. TUBE MILLION THIS SCREW CAN BE INSTALLED IN ERHER DIRECTION qt . 112 RI WAS 2 PER CLIP 1' 0.C. NN. I-3/4' X 2' X 1/13' (FOR 2BY 3/4" X 2" X 1/8" FOR (IBY ALUM ANOL CUT TO FIT SNUG INSIDE TIME ANCHORS TYPE '1' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 1' TO VERIFY CAPACITY OF CONNECTION ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. PRODUCT RRVISID) Ill complying with the NIotiQ- 1Tui1dh10Co6u A Acceptance Nu Jet :dLmiTUI;Jo I'ro6UOI Oonitol 1 14 1 P 1 S 1 f 1 1c 1 1 1 1 • • ••• • •- • ••• •• •• • • • •• • •• • • • • • • • • • • • • • ••• • • • • • • • • • • 0 • • •0• • • • • e•• MAIcn Span AOCHCR TYPES and SUBSTRATE A B ODE F G ANCHDR C Bk 150 150 125 104 89 78 70 63 57 52 48 WI. IAS. Bk Bk Bk Oats ca, 24 30 38 42 48 64 80 69 M 75 18 383/8 150 163 150 150 150 150 180 132 153 150 150 150 150 150 105 150 150 150 150 150 150 83 150 103 150 150 150 150 75 150 150 150 160 150 150 03 132 150 150 150 150 150 59 117 135 150 150 150 150 53 105 121 160 160 135 160 48 99 110 150 160 123 150 44 88 101 150 160 113 150 24 30 36 42 48 64 90 08 72 79 18 50 W8 41 81 93 140 150 104 150 133 131 150 150 160 150 160 100 18) 150 150 150 150 160 H C,xc 150 150 150 160 150 150 150 160 160 150 160 80 150 160 160 150 , 160 150 87 133 150 150 150 150 150 57 114 131 160 150 147 160 50 iW 115 150 150 128 150 44 80 102 150 150 114 150 40 80 92 138 150 103 150 38 73 83 128 160 93 140 33 87 76 115 150 86 129 24 30 36 42 48 54 60 68 72 75 18 24 57 31 81 71 106 141 79 119 110 110 150 160 150 150 150 89 152 150 150 150 150 150 71 142 150 150 150 150 150 59 118 138 150 150 150 160 51 101 118 160 160 130 150 160 150 160 150 150 160 150 160 150 150 160 150 160 150 160 160 44 89 102 150 150 114 150 30 79 01 138 150 101 160 35 71 82 123 150 91 137 160 160 150 32 84 74 111 148 83 125 30 59 68 102 138 78 114 27 55 83 04 125 70 105 30 36 42 f8 84 60 66 72 r 78 63 107 100 160 160 150 150 150 80 153 150 160 150 160 150 84 123 148 160 150 160 150 63 1W 123 150 150 137 150 46 92 105 150 150 118 160 40 80 92 130 150 103 150 36 71 82 123 150 92 138 32 84 74 111 147 82 124 29 66 87 101 134 75 113 27 53 61 92 123 69 103 25 49 _ 57 55 113 63 95 150 150 140 150 160 150 15D 160 150 150 160 150 137 127 1 Width ML A+8 150 18 150 24 150 30 150 38 160 42 150 48 150 64 145 60 132 68 121 72 111 78 150 18 150 24 153 30 160 38 150 42 137 48 122 64 110 60 100 88 91 72 64 78 150 18 160 24 160 30 160 38 139 42 122 48 108 64 97 80 69 68 81 72 75 78 150 18 160 24 M6ion Spat, 74 U4 A VI41 91 e8 54 45 39 34 30 27 25 23 84 98 150 30 147 38 128 42 110 48 98 64 88 60 80 68 1372 ea 78 108 21 80 50 48 40 34 30 27 24 22 20 19 70 &3 42 35 30 26 23 21 19 18 18 82 47 97 31 27 23 21 19 17 16 14 B V10. 153 133 1E0 91 78 ea 60 54 49 46 42 150 120 06 80 69 60 53 48 44 40 37 143 106 64 70 80 53 47 42 38 35 32 125 94 75 62 53 47 42 37 34 31 29 TYPES D Bk 150 150 150 150 134 118 105 04 86 78 72 am E Bk 150 150 150 150 150 150 139 126 114 104 06 SUESTRATE G Cmc.4 150 150 150 150 150 132 117 105 98 58 F Cmc 150 150 140 117 133 07 78 70 84 58 61 81 •H 0310. 17 180 •160 150 160 150• 1g1 140• 127 1570 108 4 Width 4 Mks • • 31P • set'i tp0 18 • • • • 150 240 • • •me 394 • • 126 30 107 42 •83• 848 • 1•`• 538 • 648 • • • 750'6000* • • • :°31r:"11. ter"• • •• 41 820 • 72 • . • • 6e 78 A •B • 58 0112 42 •84 34 • •8•/ ANCHOR 4B• • • Etc •1298 • 87• TYPES D Bk 150 148 118 and E Bk 150 150 150 8LBSTRATE F G Ccnc Cmc. 144 150 108 150 8/ 130 H Coro 150 160 150 ML 150 118 93 28 50 e5 24 48 55 07 63 129 72 111 62 109 93 144 77 124 68 a1„, 42 . 69 38 �4° 43 73 97 54 81 108 58 85 88 48 72 98 51 170 34 IS 31 •4•• 20• 13 28 42 39 35 32 30 68 53 49 45 71 70 65 60 43 30 33 33 85 59 64 60 87 79 72 67 48 •42 39 38 150 138 111 92 79 80 81 55 50 48 43 150 121 97 81 89 81 54 48 44 40 37 143 108 66 72 61 54 48 43 39 38 33 150 150 160 139 119 104 92 83 76 89 64 150 150 148 121 104 91 81 73 68 81 56 150 150 129 108 92 81 72 e5 50 64 60 150 150 150 150 150 138 123 111 101 92 85 150 150 150 150 138 121 108 97 8a 81 74 150 160 150 143 123 108 98 86 78 72 88 150 150 124 'O3 83 77 89 82 63 82 48 150 135 109 03 77 59 63 64 49 45 42 150 120 63 82 83 83 53 48 44 43 37 150 150 150 150 133 118 103 93 85 78 72 150 160 160 136 116 102 90 81 74 68 W 150 193 145 121 103 00 93 72 08 W 66 150 150 150 150 160 150 137 124 112 103 95 150 150 150 150 150 135 120 108 ea eo 83 150 160 150 150 137 120 107 06 87 80 74 150 18 150 24 132 30 110 39 94 42 83 48 132 73 64 66 60 80 68 55 72 61 78 150 18 145 24 116 30 06 30 63 42 72 48 144 64 64 68 60 53 66 48 72 45 78 150 18 129 24 103 30 86 38 73 42. 64 48 150 67 64 61 60 47 68 43 72 40 78 51 102 117 150 150 131 150 150 140 38 77 31 61 88 70 132 168 150 141 03 79 148 160 118 160 105 84 28 51 22 44 59 50 83 78 117 88 101 58 99 85 131 112 70 80 19 38 17 34 44 39 83 50 88 49 74 08 63 78 44 68 87 47 15 31 95 53 70 39 50 79 42 14 28 32 48 84 33 54 72 38 13 28 20 44 59 33 49 66 35 12 24 47 04 27 108 41 160 54 150 30 120 48 150 81 150 32 129 35 70 81 121 150 so 138 160 98 28 56 23 47 85 54 97 81 129 1418 72 03 109 90 144 120 17 64 20 40 48 60 92 W 78 103 65 18 35 40 81 81 45 88 90 48 18 31 36 64 72 40 80 80 43 14 28 32 49 65 38 54 72 39 13 28 29 44 69 33 49 86 35 12 23 27 40 54 33 45 60 32 cf) rn o o 0 1 11 22 45 90 25 103 37 160 60 150 28 42 115 160 65 150 30 123 34 87 17 116 160 87 130 150 93 27 54 82 03 124 69 104 138 74 22 46 62 78 103 68 87 115 82 19 38 44 67 88 49 74 90 63 17 34 39 58 77 43 85 67 46 15 30 34 62 89 13 27 31 47 62 38 35 58 52 77 e0 41 37 12 24 28 42 55 31 47 63 34 11 22 10 21 28 24 39 38 62 43 31 48 40 28 pNCCHOR/CUP N ANCHOR/CLIP ,-,--HORIZONTAL MULUONCIAZING ---„s il. fr PRODUCT IA ANCHOR/CUP HORIZONTAL MULLION SP ANCHOR CLIP NOTES; 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 2 REFER TO CHARTS ABOVE :FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCTRDVISED ns complying x4166w Plaidn 8nlldln; Cnac Acne mac NO Y n z8. o8 4 2 1 11 / VERTICAL Q MULLION GLAZING OWING = PRODUCT PRODUCT • g ANCHOR/CUP-1 N ANCHOR/CLIP ,-,--HORIZONTAL MULUONCIAZING ---„s il. fr PRODUCT IA ANCHOR/CUP HORIZONTAL MULLION SP ANCHOR CLIP NOTES; 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 2 REFER TO CHARTS ABOVE :FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCTRDVISED ns complying x4166w Plaidn 8nlldln; Cnac Acne mac NO Y n z8. o8 4 2 1 11 COUNTY DEPARTMENT AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reservesthe right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code.,.,=' This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hi DESCRIPTIO ' •Series " 2 10/ 6200 Flange -Frame" Aluminum Fixed Window - L.M.I) APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series -4200-6200 Flange -Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Sec . _ _ MISSILE IMPACT RATING and Small Missile Impact Resistant MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo& .city, state, series, and following statement: "Miami -Dade County Product Control Approved", less otliwiisa noted , herein. • • •. ' . . •• • • RENEWAL of this NOA shall be considered after a renewal application has bedif Med d and ttiere'flas beert • no change in the applicable building code negatively affecting the performance of Illi product.,. . , TERMINATION of this NOA will occur after the expiration date or if there has•bee�il revisior► es change. .. • in the materials, use, and/ or manufacture of the product or process. Misuse of this iOtt as an erxi ement •••• of any product, for sales, advertising or any other purposes shall automatically -terminate this'NOA. failure to comply with any section of this NOA shall be cause for termination and removal1=VA. \ • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade county„FK,tkta, and followed by the expiration date may be displayed in advertising literature. If ally.11o4ion of ties NOA iir . displayed, then it shall be done in its entirety. • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0307.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. •E: MIAM1.DADE COUNTY APPROVED NOA No. 14 -0908.1_.. - Expiration Date: August 22, 2017 Approval Date: December 11, 2014 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0307.06) 2. Drawing No. L4200--6200-1201, titled "Series -4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas 3. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an arch- and a rectangular fm -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-4010 and HETI-11-3363, both dated 03/05/12, signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 12-0307.06) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a rectangular-, a circular arch- and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing,- Inc., Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HETI-09-2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580 and dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 12-0307.06) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 2132-94 along with marked -up drawings and installation diagriam•' of a . rectlingular . • fin -frame fixed window, prepared by Hurricane Engineeeraug. & T4sting; Inc., • Test Reports No.'s HETI-09-2613, dated 09/04/09, ILET1.-09 26Th, dated • 09/04/09, HETI-09-2585, dated 07/10/09, HETI-09--2581; •dated OVIA/08 and HETI-09-2579, dated 07/10/09, all signed and sealed by Candido r. Font; P, E. • • (Submitted under previous NOA No. 12-0307.06) •• •' 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading terF$C, TAS 202-94 •. along with marked -up drawings and installation diagram df a egular' fin -frame fixed window, prepared by Hurricane Engineei ing • & Testi•r ,, Inc.,. Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, datec1.01,30/03 and HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 03-0327.11) Jaime D. Gascon P. E. Product Control Section Supervisor NOA No. 14-0908,18 Expiration Date: August 22, 201'7 Approval Date: December 11, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a rectangular-, a circular arch- and an elliptical arch fm -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 03-0327.11) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a circular arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1215, dated 04/08/02 and HETI-01-1193, dated 04/08/02, both signed and sealed by Hector Medina, P. E. (Submitted under previous NOA No. 02-0701.01) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of a rectangular-, a circular arch- and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1158, dated 04/08/02, HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina, P. E. (Submitted under previous NOA No. 02-0701.01) • •• • •• . • • . . C. CALCULATIONS • • • • ••• . . • • 1. Anchor verification calculations and structural analysis, : o;pyying wig FBC, prepared by manufacturer, dated 03/01/12, signed and sealed. jay. Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 2. Glazing complies with ASTM E1300-04/ 09 • . .•.. .••••. • . . • .. .... . • . • • •• • • D. QUALITY ASSURANCE• 1. Miami—Dade Department of Regulatory and Economic Resourced (RER).. • • : • • • . E-2 Jaime D. Gascon, Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas®Interlayer" dated 08/25/11, expiring on 01/14/17. 3.. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP -- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5'h Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. . 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 4. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 5. Laboratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HETI-09-2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580, dated 07/10/09, HETI-09-2613, dated 09/04/09, HETI-09-2611, dated 09/04/09, HETI X09 2585, dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2579, date4.Q'ZP10/09, • all issued by Hurricane Engineering & Testing, Inc., signed attd Stated b}» Candido F. • • Font, P. E. (Submitted under previous MJ No.11-04307.06) 6. Laboratory compliance letter for Test Reports No.'s HETI-1!'4O1.1 dated ?3/05/12i HETI-11-3363, dated 03/05/12, HETI-03-1778, dated 01/301(13# HE - -'1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-0371/77, dated. 0.1130/03, • • HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 0sl7/30/01, aTl issued' by Hurricane Engineering &Testing, Inc., signed and sealed:bq:ltafael Droz- Seda, • • P. E. (Submitted under previous NOA's .11O.'s 11*-9gfl7.06) . G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange -Frame" Aluminum Fixed Window - L.M.I.", approved on 05/24/12 and expiring on 08/22/17. • • • .... .. O. . • . •• • E-3 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 • •••• • • • ••• •• •• • • • •• •• • • • • • • • •• •• • • • • • • •• • ••• • •• • • •• •• •• • • • • • • •• ••• • •• •• • • ••• SERIES -4200 /6200 FIXED IMPACT WINDOW — FLANGE FRAME, APPROVED WINDOW ELEVATIONS (L.M.IMPACT) IF IH WINDOV HE VOIDOV HEIGHT PG.• • - -__- I J:(j LEG HT Lint j1 y 1l II I` VII HOV JIBTN VINDOV VIDTH QUARTER -ROUND ELEVATION HALF -ROUND TYPICAL_ FIFATION II• f'4 : ��H��IRFWIND 3aC,,� 11 •sib/ .' •II • •//4(.• zA fr !i L� VINE' KIWIWINDOW L ON I HEtiATT rMIENNET L :::dk-- -• II 9 fI 1i L.iI wxeov VI DT �� vlxnlnF VIDTH HFxAGON TYPICAL EI FVAIIOtl JE CTAu[.LILAn TYPICu ELEVAIHXJ S01AR PG'NIR WINDOW ELEVATION / VINEOV HEIGHT d I , VWDOV HEIGHT VMHOV HEIGHT I - 7 ' * '4'. �1fI HT. • xm j LINA L1 ®LEG �I TY ROUND PICAL A ELE l Ot1 V1Nm1J VID7H voned vim SEL RFe1MI a AR TYPI .AL EE NATION ELEVAT [OUAR P 7URE WINDOWION (� 1vIHDOV MIDDY HEIGHT L VTBDIFI: T I LEGHT.HT. HEErilliA L..6 VINHOV I VINDBV VIDTH VOTH J WINDOW VIDTH 1210-EUNADDS9YAL r? LEGGED EYE BROW ELEVATION QUARTER -ROUND FI FVAT%IB F VINHDV (EIGHTBY L, , , VINMIV REIGN rlHllIllIllV ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN. CAN BE VERIFIED INSCRIBING PICTURE NLNDOW SHAPE OR RECTANGLE. AS SHOW R4 DOTTED E LINES AND OBTAINING LOADS FROM THOSE v �IHHOV AVOWABLE SHAPES. PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN OCTAGON TYPICAL ELEVATION 'ELLIPOCAI. VIHHOV VIDTH 1Y gA ELEVATION FOR 512E ANO SPACING. 74.000' - I IH • • 41• • • • Q PG.• • v 1l II ffffff • • . • ".o II• f'4 : 3aC,,� 11 •sib/ .' •II • •//4(.• zA !i ii ON :::dk-- -• II 9 fI TYPICAL ELEVATION TESTED UNIT • •• •• • • •• • • • • • • ••• • MAX. TYP. AT CORNERS •• • •Ie' PAX* TYP. • _I. • NO ' MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E, F, J, K AND L. - SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. •• PRODUCT REVISED m Lxuoplylxg with the Florida Auildingcceptor c.FA Gt. J1Qf'1d. VI Q Code Acceptance No �A /09 L8 Ito D i_ lid' eo 2. r,�Ddo nuCwur• EST. L INT. FALSE COLONIAL HUNTINS ANE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. WINDOWS ARE L.M. IMPACT MIAMI-DADE COUNTY APPROVED SHUTTERS NOT REQUIRED General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING NEWTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 4.) ANCHOR CONDITIONS 1401 DESCR1BED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). 8.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE Salt. 114 THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FEC -2014, Section 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL k AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS 1N CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET /2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED 11141T3. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET b 6 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 13.) ALL METAL/STEEL 114 CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG, CODE. cK 0 S A e e DJ '",,i7 h O ae L! O K 3 S itt M [� 2 Y 0 W f a. i czi N O �r' O W 14 t 5 0 0 0 0 0. 0 m 0 0 1 1 1- m 1 1 1 •••• • • • • -•• •. • • • • •• •• • •• • •• • • • • ••• • •• • •• • • • • • • •.. • • . • • • • N14 SJ4.S. W/ I 1/4' MILL EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 111. FOR MAK FASTENER SPACING) INTERIOR FINISII NOT BY LAVSON lNDUSTRICS, VEATHERPRDDF MOISTURE IARRI ST OTHERS (TTP. tstA uAa INTERIOR EXT. GRADE SACK BEDDING TD BE APPLIED BEHIND WINDOW FRAME FLANGE IT INSTALLER (TIP) EXTERIOR EXT. GRADE PERIMETER CAULKING NOT BY •LAVSON INDUSTRIES'. TO BE APPLIED RV OTHERS JAMB ETTP.) STUCCO OVER NETAL LATH NAILED TO EXTERIOR GRADE PLTVOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY (MERV NOT DT LAWSON I/CURVES. INC WOOD FRAME INSTALLATION DETAIL, WINDOW INSTALLATION NOTES - 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND TMS BUCI( OR MASONRY IS LESS THAN 1/8". SHALE ARE NOT REQUIRED. ANCHORS NOTE' ANCHORS TO BE 812 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. AT 12' O,C. MAX. ALL WOOD BUCKS ENGINEERED SEPARATELY 1. TO BE REVIEWED BY BLDG. OFFICIAL <TYP.) 1' MIN. GE COSINE V/ I LE1<ATI11N TASTE' 0 •• INTERIOR I�TF• .. •• • am • •• • • • ILIDONE ADHEDIVE • • BFWDING COMPOUND • LAMINATED GLASS .PT, WOOD BUCKS •• ••• •• • • • • • • • •• • - • •• • • • • • s _• • '.1/4; TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CCM. (SEE ELEVATION AT SHEET NI FOR MAX, FASTENER SPACING) •A 1 1/4! MIN DELIEN •'a s',. 1 1/8' MIN. ;; EDGE DISTANCE EXT. GRADE CAULK 1114 SAS, V/ 1 1/4' 141E EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET N1 FOR MAX. FASTENER SPACING) 1/4' MAX. SHIM TYP EXT. GRADE CAULK EXTERIOR EXTERIOR GRACE PERIMETER CAULKING �VINDOV FRAME MOTH 1/4' TAPCON W/ I 1/4' MIN, EMBEDMENT INTO CONC. <SEE ELEVATION AT SHEET 81 FOR MAX. FASTENER SPACING) 1 1/8' 141N D P.T WOOD BUCK NOT BY LAWSDN IND. MUST SUSTAIN IMPOSED LOADS 1 1 4' Min : A EMBEDMENT • ' 4' ,. ; ' . 4 GENYETAGER1 /—.161111.- ` fir Or0� EXTERIOR GRADE �1 O PERIMETER CAULKING SILICONE ADHESIVE BEDDING COMPOUND EXTERIOR INTERIOR LAMINATED GLASS EXTERIOR GRADE PERIMETER CAULKING L . 4 'dr J n •' • 4 • .p41pD;Ut T h8VISBD 1 1/4' �II1j�kAtf �5W•flH.y(,1pihEMMU(IheDmolWa KB) 514 ..4A81NSieSPIN—, � •4A4cep1� :Aia•1 •4' •, Et Cuomo • 08.18 0 b to co co:9) ip' N 0 (fl zr • 5to wi «010. eD36 cf) O 0 N z •i1 L1 0 0 0 1 • 1-1 N 0 0 To 0 1 F 1 1 18 0 IS i 1 ai 1 1 4 1 • • ••• • • • ••• •• •• •• • • •• •• .- • • • • • • • ••• . • • • •• •• • • • • • • • • ••• • • • • ••• 5116. LAMINATED GLASS COMPOSITIONTYPE I • • •SCHNEE-AREHE�D • •t1U0oNE SM 5731 07 LAMINATED INSULATED GLASS COMPOSITION TYPE B ITEM I GLASS DESCRIPTION i • • • • M • DEY'D' • • • • SOW ODPNING 899 TR9ACO lIPEOWRUM 2 IX p • 0 ` 178Y DESCRIPTION DETAIL. 1 1/8' ANNEALED GLASS ' =--'-'"_-�� • • • • \ 4o v O 1 1 1/8' ANN. GLASS Ti;i+7 • • • b 2 0090' SAFLEX PVH-SOLUTIA ■. .1/ � 2 0.090' BUTACITE PVD-DUPONT • l - -5-'� = s • • • • p �.. r• 3 v8' ANNEALED GLASS '?t• _ ='- 3 1/8' ANNEALED GLASS 0 0) 0.340• . 10 . r: 4 1/4' INSULATED AIR SPACE _�� Asir - 4 EIG.1 -_ =._=,= �''n li I'ii .. LAMINATED a A 1 CIO VIP ANNEALED OR TEMPERED GLASS 5 18 LAMINATED GLASS COMPOSITION - TYPE D C • • • • • 11' MONOLITHIC 0) 1`.. o LAZING DETAILS r 7CEM GLASS DESCRIPTION Iral • .iv .4 •Dll'DAIL • •- • •• • 1 � I in • -J c �' 3"."'- r7 LAMINATED INSULATED GLASS COMPOSITION TYPE C 1 1/8• HEAT-STRENGHTENED GLASS '= =_ --'= • • • • • Z R {78Y DESCRIPTION DETAIL 2 0.090' BUTACITE PVD-DUPONT a •- __ �_._._ • • • • • GLAZING STOP • • • CIRCULAR V1DW5. d p 3 I/O'8' HEAT-STRENGHTENED GLASS • 0.310• • • • • ® S w x 2 co 2 a �. N p L L0' ANNEALED GLASS ant p,�,_� E 0.090' SAFLEX PVH-SOLUTIA ■ Q J/4 0 0tal 41 3 ve• ANNEALED GLASS -.1 = - ='°- 13 32" LAMINATED GLASS COMPOSITION - TYPE E LAMINATED LAMINATED 4 1/4' INSULATED AIR SPACE us" MO- -===--'_ k,,,. ITEM GLASS DESCRIPTION A DETAIL MONOLITHIC MONOLITHIC I". • g 4 '� i 1 5 rat 3/16' ANIEALED OR TEMPERED GLASS T I 1 3/16' HEAT-STRENGHTENED GLASS Q➢ _._,_.__._._,_,: - _ _ _ _�. _-L . r. w N 2 0.090• SAFLEX PVB-SOLUTIA A,y, 3A M�.::_=_ r�M, i" ��' W W+ 3 LAMINATED INSULATED GLASS COMPOSITION TYPE F _•: ITEM DESCRIPTION DETAIL 3 I/O' HEAT-STRENGHTENED GLASS 1 0 00 0.406' - I ####j I 1 1/8' NEAT-STRENGHTENED GLASS .. --_ _ __ -; 400'---' °L0 0.600'---1.--- 7 18" LAMINATED GLASS COMPOSITION - TYPE H GLAZING DEPTH GLAZING DEPTH C3/4m..) 1 2 2 0.090' BUTACITE PVB-DUPONT ,L� 0 V4' •, ITEM GLASS DESCRIPTION L DETAIL O F1 6— 3~ I/O' HEAT-STRENGHTENED GLASS r 0.r.,- = - 1 3/16• ANNEALED GLASS 3/16' - _ _ _..i -Li .:=., -r '____ © Cr)O �/ er F d 4 1/4' INSULATED AIR SPACE °''�{1-=-`===�0 5 C6) I/O' ANNEALED OR TEMPERED GLASS 2 0.090' SAFLEX PVB-SOLUTIA3/16.:,":,‘;:k 0.460' 1 LAMINATED .(j MONOLITHIC OI 3 3/16' ANNEALED GLASS I U' SILICONE OPTIONS' F L N O LAMINATED INSULATED GLASS COMPOSITION TYPE G 001 CORNING 099 h ITEM DESCRIPTION DETAIL 7 18" LAMINATED GLASS COMPOSITION - TYPE 1 �:;; SCHNEE-MOREHEAD 513t 4 4 I 1/8' HEAT-STRENGHTENED GLASS an6' ».:E I ,"''..'.'• . I TREMCO SPECTRUM 2 ITEM GLASS DESCRIPTION 1 DETAIL -{' 2 0.090' PVB-DUPONT .■ o .v/' L 1 3/16' ANNEALED GLASS X16•--�'--= __...--7.-.: 1 �0' j 3 ATACSTE VB' HEAT-STRENGHTENED UlASS Ci' -:c 7j-� 2 0490' BUTACITE P VB-DUPONT n?6•-'7.-. -ii i_..-_-r=r_ 1 GLAZING DEPTH ti fWp j [ 4 1/4' INSULATED AIR SPACE �.,�� 0.•r0460' r4' �5b'==- ..L-.-.:. 3 3/16' ANNEALED GLASS T ii 5 () 3/16' ANNEALED OR TEMPERED GLASS T 1 7/18 LAMINATED GLASS COMPOSITION - TYPE LAMINATED/MONOLITHIC GLASS8 8 LAMINATED INSULATED GLASS COMPOSITION TYPE L 17EN MASS DESCRIPTION .1 ) DETAIL TYPICAL GLAZING DETAIL it MIX DESCRIPTION 1 DETAIL 1 3/16' HEAT-STRENGHTENED GLASS , =_=== ="= I i a S 1 1 3/16' HEAT-STRENGHTENED GLASS 3116• -;= �jI' I a ar X 2 0.090' BUTACITE PVB-DUPONT ■ O L4' I 2 0490• SOP-DUPONT 3n6''- ___ !:::;•7i.:.::-.1.1. 3 3/16' HEAT-STRENGHTENED GLASS .I-1_ vm -fir.i...2 `� iFboa__)==`='� 3 3/16' MEAT-STRENGHTENED GLASS T O ..i 4 1/4' INSULATED AIR SPACE _ -1--- 5 3/16' TEMPERED GLASS T 7`16" LAMINATED GLASS COMPOSITION - TYPE K a Notes; 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. ITEM MASS DESCRIPTION Ly DETAILT Y 4 x z 1 3/16' HEAT-STRENGHTENED GLASS V16':•:1•...:F.-1- = 1 t 4 2.) WINDOWS WITH GLASS TYPES "H, C, F, OR G' INSTALLED ABOVE 30 P T. IN THE HVHZ, THE 1.G. EXTERIOR LITE SHALL BE TEMPERED 70 COMPLY WITH 7016 SMALL MISSILE IMPACT3/16.=tr.- RESISTANCE REQUIREMENTS (PBC -2010, Section 2411.3.3.7). 0 CAGE 2 0.090' BUTACITE PVH DUPONT _- 1 .6 k I 3 3/16'HEAT-STRENGHTENED GLASS '.'-' 0 A MrODUCERwvl6110 d• at lldIo9 C , Od. BUll 8C0dc ' CJ i.e.. AcceWencolN1 ]; I� QO1,� pr�tE/�Dto _ Nulrnif30Jola°�c1C",nr� _ j. N 0 O. ,' � el ` CCP.- f' 4 O;cry. ~��a1 4 G.:.. r � . mo .,d ::;:m`V ,.AZHII'• 1111 r� a '' �� 'SILICONE OPTIONS', + 11 gESSZSEEMBESSEMELE DON CORNING 099 ,. BiBIEEBESEF:,`I SCHNEE-MOREHEAD 5731 TREMCD SPECTRUM 2 — LAMINATED LAMINATED INSULATED INSULATED GLAZING DEPTH LAMINATED/INSULATED GLASS TYPICAL -aboo GLAZING DEPTHS GLAZING DETAIL, • •••• • • • -••• •• •• • • •• • •• •• - • • • • •• • •• ••• • • •• • •••• •• • • • • •• •• • •. • • ••• • •• • • • ••- 42004200 FIXED IMPACT WINDOW MODULAR SIZES CHART • DESIGN LOAD CAPACITY - PSF - 42004200 FIXED IMPACT WINDOW COMMODITY SIZES CHART DESIGN LOAD CAPACITY - PSF Ll 1l I I ®1 7 MEDLEY, FLORIDA 33166 (EN' E) sr x s, INC..) PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS SERIES -4200-6200 FLANGE FRAME IMPACT FIXED WINDOW LAMINATED GLASS DESIGN PRESSURE CHARTS hydra .n.. fi.,wn OMAR, *.ONT L4200-6200-1201 Ia..e 4 OF 5 Iswe'. WINDOW DIMS. GLASS TYPES WINDOW DIMS. • • • • . LAS TYPES 'WIDTH LENGTH A I B C D E F. -G -' H 1 J K L. WIDTH LENGTH • A• • B: • C. s• • Y• l jl • F •I• G H 1 J K • L •- - .FDP .1- DP_ +- DP + DP +l -DP + DP + • .1-.- +1-.• + - DP .1-'• N -DP ( in.) Iln.l D �!- g /4DP +l -DFS + /-0P i H -Dr •� s/ -DP MDP y -DP +FDP +/-OP +l -DP H -OP 4' 1 60 r1 05 6B 68 88 68 86 68 10.1/6' •68• • 68 66 BE • 65 • %8 68 ' 8B 78 66 88 30" 88 88 68 68 65 68 68 68 88 78 65 88 26.12' 88 • LB• BS • • BB • 65 • ' s • 68 68 o 78 65 68 35" 88 88 68 88 85 68 68 88 68 ' 78 66 88 37" 25" 68 88 68 68 65 68 88 88 68 78 85 68 38" 68 88 68 88 65 86 68 68 66 78 85 88 48" 68 66 68 88 e6 68 68 68 ' 88 78 86 68 88 68 88 88 - 85 66 88 68 68 78 85 68 53-1A6' 68 58 88 68 65 BB 68 88 68 78 85 BB 54` 88 8B 68 68 65 68 68 66 88 78 65 68 • 18.1/8' 88 a • 68• • 88 • 66 • ES • f 886 4 68 se 66 78 65 68 80 60 88 88 55 88 88 66 68 78 85 88 2 68.1 BS • 8S • 68 88 66 6'3 78 65 68 24' @8 65 68 68 65 68 88 68 68 78 65 88 37' 38.98' 68 68° 4 • 6,$,•• • • 68.4 68 632 83.8 78 65 66 88 68 88 88 65 88 68 66 68 78 65 68 48' •68 68 BB• • 6q, : � • 68 68 63.8 83.8 78 05 88 36" 88 88 68 68 85 88 . 68 68 68 78 65 88 531/8" 88 - 88: • 8B6"• 6 • • T • S. 88 63.8 83.8 78 85 . 68 4T 48` 66 68 68 88 65 68 88 61.7 56.3 78 66 68 19-1 /6' 4u 68 68 t 60 6 85 88 68 68 68 78 85 68 48" 68 68 88 68 65 68 88 589 61 78 85 88 28-172 66 68 68 68 BB 65 68 58 68 88 78 66 66 54" x x x 68 65 68 80 56.8 51 78 66 68 37" 60.518' 65 68 68 88.2 662 78 66 66 60' x x x 86 65 88 68 x x 78 65 88 40 66 68 x 68 58 68 65 88 68 x 51 78 65 68 24' 68 68 88 68 85 88 86 68 88 78 65 68 6311@' x x 68 65 69 68 78 65 68 30" 68 68 86 68 65 60 68 68 68 78 65 68 x x x x x 30 68 BB 68 65 65 88 80 66 BB 70 65 19.1/8' 68 00 68 65 65 60 88 68 BB 76 66 88 42' 80" x x x 68 65 80 0820-12' 84.7 68.3 76 85 88 er 88 M 68 68 65 69 68 83 88 78 65 05 68 48' x % x 68 86 68 68 x x 78 85 68 or se ea 88 68 65 EO 68 x 662 78 68 54" x x x x 65 x x x x 70 65 48, x x x 66 65 68 68 X x 78 65 88 - - x x x x 65 x x x x 78 53-1/8" x x x % 86 69 x x x 78 65 68 24• 24" 68 68 68 60 65 88 68 68 68 78 65 65 18-1/8•' 88 66 88 68 65 68 68 68 66 78 65 88 30' 68 8B 88 88 86 68 68 88 68 78 85 66 2612' 68 80 68 88 65 66 68 68 68 78 86 86 30' _ x x x 88 65 68 68 85.5 58 78 65 88 37' 63" x x x 58 65 68 68 x 682 78 65 68 42' 72" x x x x 65 68 x x x' 78 85 68 48' x x x x 65 68 x x x 78 85 68 4H' x x x x 65 x x x x 78 85 68 531/6' x x x x 65 88 x x x 78 85 BB 54" x x x x 65 x x x x 74.7 5 86 6 68 19.116' 68 68 88 68 65 88 88 68 e8 78 85 BB 60' x x x x 656 x xx 6 72 65 68 26-12" 88 68 88 68 65 68 68 x 68 78 65 85 24= 86 68 68 68 66 6B 66 fib 68 78 65 68 37" 74" x x x 68 65 88 88 x x 78 65 68 30" 88 88 88 68 65 66 68 68 68 78 85 68 48' x x x x 65 88 x x x 75.6 65 66 36' x x x 88 65 68 58 64.0 68 78 65 68 531/8" x x x x 65 88 x x x 72 65 68 42' 74" x x x x 65 x x x x 78 85 68 19.1/8" 68 68 68 88 85 68 88 68 68 78 85 68 x x x x 85 x x x x 756 85 BB 26-1/2" 88 88 68 68 85 68 88 x 68 .78 65 6B 56' x x x x 65 x x x x 71.5 85 88 37' 74.1/4" x x x 68 65 68 68 x x 78 05 BB 80' x x x x 65 x x x x 88.7 85 68 48' x x x x 65 68 x x x 75.2 65 68 24' 68 68 88 68 65 66 66 68 69 78 • 65 68 53-1/8" 68 68 68 x 85 68 x x x 71.6 65 68 30' x X x 6@ 65 681 66 86 60 78 65 68 n `o t',3 i � +, c ii 36' 84" x x x x 85 66 x x x 78 65 68 42' x x x x 85 x x x x 76 65 68 48' x x x x 85 x x x x 73.5 68 68 24" 88 88 . 68 68 85 68 88 68 68 78 85 68 ___M___ �� x x x 68 65 68 88 x x 78 65 8B 36' x x x x 65 x x x x 76 65 8B 47' x x x x 85 x x x x. 78.8 85 68 4 4 1 IW` 24" x x x 88 65 68 68 68 68 78 65 68 Notes (6): 30' 108' x x x x 65 x x x x 78 65 68 30' x x x x 65 x x x x 747 85 68 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS, & SILICONE OPTIONS. 24` x x x 68 65 63 68 X x 78 65 6B "B. �3 '_ 120" x x x X 65 x x x x 76 65 6B i1( 2.) WINDOWS WITH GLASS TYPES C, F. OR 0' INSTALISD 30' x x x x 65 x x x x 74.1 65 - 66 • ABOVE 30 FT. IN THE HYH2. THE I.G. EXTERIOR LITE SHALL DE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT ' RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). ti Lo5 1. : •......,N'a,". ��.� C..O o �• ^ t `r Iu -.. --. 7 • • rt ��Ilft• %%%%%%%%%%%%%VERTICALLY A J _1 1 3 PRODUCT REVISED us compl73a4wWI Os Plod& LIS14191g Coda Axapl®e.IVo dJ 1. �� i bWINN AND LENGTH DYIENSIONS CAN BE ORIENTED ��r 1. OR HORIZONTALLY AS SHOWN ABOVE. ?to der ,p Control • •••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • • •• •••• •• • • •• •• • •• • • ••• • • • • ••• • • • • ••• BILL OF MATERIALS ITEM PART # QUANTITY DESCRIPTION MATERIAL REMARKS 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 L-7708 4 GLAZING BEAD (5/16' GLASS) 6063-T6 - 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-76 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-76 - 7 #8 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 8 L-4204 AS READ. GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 - 9 VI11S-004 AS READ. GLAZING GASKET SOFT PVC - 10 • AS REOD. GLAZING SILICONE - 11 PL 75.6020 AS READ. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" 12 812-25H-357 AS READ. "TruSeal" Duro Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE WINDOW FRAME EXTRUSION DETAA,$ OaO .BSO 1 310 E. .391 2.643 1281-1 .781 .062 TYP 81 050 TYP, .773 Z GLAZING (5/16" _i STOP GLASS) .B 1 FRAME HEAD/SILL/JAMB 1]-1F-1.509 ''jII 310 7 1 Aa0 .830 _I.230 .010 .850 I 272 TYP. 4 GLAZING STOP ,773 F- (7/16" GLASS) .050 3 GLAZING (3/8" & 13/32" I1_1.050 .773 ILII+++^^^ STOP GLASS) 310 .050 ,9 2 ASO .0 2 YP. OSD .650 15 .030 TYP. I—� 5 .684 h INSULATED GLAZ NG STOP W/ 5/16" LAMINATED GLASS 6 INSULATED W/ 7/16" LAMINATED .800 GLAZING STOP GLASS 11 10 8 ,4.466-1—i GLAZING STOP (CIRCULAR WOW.) SEE MULUON APPROVALS FOR MULLION TYPE, 512E AND UAX. DESIGN PRESSURE LIMITATIONS. ALUMINUM MULLION (ALUM. 0.078' MN. THICK) NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN • • • • • rum HFAe' • • • • • • • IYr 1•o -r,* ■ mil • NPb'WP i vu rH •85 43411eY Npp[f0 e1�K D/ •AO • • • • • • • ••• • • • • • • • •• • • • • •• • 1..• •• • • • 1t • • • \o \® 0 OR �ECONS R MCORN 'III�I, Ir FRAME SILL or HEAD RECT. OR SOMME WINDOWS NPXAL CORNER CONSTRIICTI0N FRAME RADIUS JOINT FRAME END CORNER FRAME CORNER & JOINT DETAILS SEALANT. FRAME CORNERS. OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE Y l2 X 3/4' S.D.S. FLAT HEAD. PHILLIPS. AT 12' D.C. MAX. INTERIOR NOTE: THE LOWER PRESSURES OF 1/4" MAX. THE WINDOW OR MULL SHALL GOVERN SHIM PRODUCT REVISED m oonlpIylug with the Florida BuOdMMCodc -, Acoeplunce No Miami SEE MULLION APPROVALS FOR MULLION TYPE, S128 AND MAX. DESIGN PRESSURE UMTATIONS. 01 Control EXTERIOR EXTERIOR GRADE PERIMETER CAULKING WINDOW FRAME FRAME MULLING DETAIL, 0851,8 1 12 S.O.S. X 1 1/4" L. AT 12' D.C, MAX, :Z PERIMETER SEALANT EXTERIOR 000th FRAME NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTE0 OR PLATED. 2. METAL STRUCTURES A) STEEL Fy - 38 KSI MN. (STEEL 18 GA MIN. THICK - 0.048') B) ALUMNUM : 8063-75 ION. (ALUM. 0.078' MN. THICK) METAL STRUCTURE ATTACBMENT_DETAII, ciD O A N N O w to 0 1 1 1' 1 1 1 1 .4 COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hi Vel. ' + Hurri : Zone. DESCRIPTIO ` : Series "SDG -9200" Aluminum Sliding Glass Door - L.M APPROVAL DOCUMENT: Drawing No. -49200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "B", dated 04/15/15, signed and sealed by Thomas J. Soto, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786)315 2590 F (786) 315-2599 www.miamidade.8ovleconomv Miami -Dade County Product Co • ' ,, • '. • ..::. • MISSILE IMPACT RATIN �• La a and Small Missile Impact Resistant • •: .•. LABELING: Each unit shall bear a permanent label with the manufacturer's netng •or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approvedm:thitts otherwise noted .. . . herein. �' RENEWAL of this NOA shall be considered after a renewal application has been fle4 and there has been..: • • . no change in the applicable building code negatively affecting the performance of this product. • • • . . • TERMINATION of this NOA will occur after the expiration date or if there has !Sean ivvisir or change in the materials, use, and/ or manufacture of the product or process. Misuse of this:1404 as an tndefssment. . of any product, for sales, advertising or any other purposes shall automatically termitlnte:this NOA..Failure. to comply with any section of this NOA shall be cause for termination and removal of NOA. ' .. • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-1204.12 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. • • • . • • • MIAMIDADE COUNTY APPROVED NOA No. 14-0908.62 Expiration ate: k'ebr Approval Date: May 07, 2015 Page 1 . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "B", dated 04/15115, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12040, dated 10/12/12, HETI-12--4051, dated 06/13/12, HETI-12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI.-11 3330, dated •02/.16/12, HETI-12-4052, dated 07/10/12, HETI-12-4054 and 1IEfl.12-465,• dated • • 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. • • •• • (Submitted under previous NOA No. 12-1204.12) • • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per 14C, T$.S,262-94 • • 2) Large Missile Impact Test per FBC, TAS 20V-74 fl • • • ; ; • • 3) Cyclic Wind Pressure Loading per FBC, T4'/0 94 • • . along with marked -up drawings and installation diagram of. an. Aluminum Sliding • • Glass Door, prepared by Hurricane Engineering & Testing,:Inc.,:Test :I ppvrt No. HETI-12-4041, dated 10/12/12, signed and sealed by Rafael R. DI -az -Salk P. E. (Submitted under previous NOA No. 12-1204.12) •• •• .• • 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3291, dated 07/15/11 and HETI-11-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) Jaime D. Gascon; P. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 • • E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12 -1204.12) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis) Figuelttib, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and •settled by; iieph C. • • Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, dated. p4129/02,: PTL• -3425,.. • : • dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493x. •dated 06/24/02 anal • ITL -3516, dated 07/12/02, all signed and sealed by James G. •Wntb•, P. $• . • . • (Submitted under previous NOA No. 02-1126.04) • • • • • • . • • ••• •• ••• • • C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying : yypt. FBC, prepared by manufacture, dated 04/28/15, signed and sealed b)t Th•dmas J.'Soto„ P. E. 2. Glazing complies with ASTM E1300-04/ 09 •' •• • • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jaime D. GasconlP. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kararay SentryGlas@ Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Salim CP - Sallex and Saflex AP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. 5. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 6. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200-75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc. F. STATEMENTS' 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letters of no financial interest, independence, conformance and complying with FBC 2010, issued by manufacture, dated 12/03/12, signed and sealed try Tiomas J. Soto, P. E.: .... • (Submitted under previous NOA No. 12-1204.12) . ' ' 3. Laboratory compliance letters for Test Reports No.'s HETI-111-W, dated 05/16/11: . HETI-11-3270, dated 05/16/11, HETI-11-3271, dated 10/24111 i HETI 11732721 • dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI. 11 St'J'S, dated ?0/20/11. •. HETI-11-3291, dated 07/15/11, HETI-11-3292, dated 10/74t1; HETi 14-3307' . dated 10/03/11, HETI-11-3313, dated 10/20/11, HETI-11;3314 dated •10/20/11 . HETI-11-3329, dated 01/16/12, HETI-i � � �' dHaEtTI01�I�/��HETI-12-40401d612; ' dated 10/12/12, HETI-12-4041, HETI-12-4052, dated 07/10/12, HETI-12--4053, dated 09/24722, ' HETY -2 ;4054; • dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4(65, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) E-3 Jaime D. Gascon, E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11-3271, HETI-11-3272,HETI-11-3274, HETI-11-3275, HETI-11-3291, HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HETI-11-3329, HETI-11-3330, HETI-12-4040, HETI--12-4041, HETI-12-4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. -Gascon, P. E. 6. (Submitted under previous NOA No. 12-1204.12) 7. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 11-0518.03) 8. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA No. 02-1126.04) 9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1126.04) 10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s EIL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/2A/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. ;Wgxtll•, P. E. • • • • • (Submitted under previous NOA No. 02-1126.04) ••••• ••• G. OTHERS 1. Notice of Acceptance No. 12-1204.12, issued to Lawson 1•ndustnes, 1ic..for their.. • • • Series "SGD-9200 Aluminum Sliding Glass Door - L.M.I." pptoved.dtl:Q1/31/15• • • • . .' . . .... .. . • . and expiring on 02/13/18. E-4 . . .• . . . • • . • . . .. • .... • . . . . Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 •••• • • • ••• • •• • • •• • •• •• • • • •• • •• •• • • • •• • •• •••• •• • •• • •• •• • •• •• • • ••• • •• •• • •• ••• )ETI-SLIDE_D00R ELEVATIOlsa WITH& SEE SEE BELOW /_ NOTE 15. /" NOTE (b� -I _/NOTE /5 �' © i i Y F z i ', 0 Q Y. 1 u ` l G 10 6 I ..,,,/,..p i p -o - 1 a i i ii Is O• 4.• t; r ' XLP or RP�or XX -LP or /2T - 1X 2D/2T XX or LP -XX -RPI WITHOUT POCKETS SEEo I1 L1 Pocked to a„ „p 4_ '1 -0 .Q •o •.D 21 Cr. a. •4) ..I.i 4D 3T - XXXX or 4D/2T LP-XXXX or RP-XXXX or LP-XXXX-RP 101POCKET SHOWN 27 - RP (LREFFTIrPOCKET OPPOSITE) 2D/2T 2D 2T - RP RIGHT ET SHOWN (LEFT POCKET OPPOSITE) 30/37 - XXX or LP -XXX or RP -XXX 0 C▪ P RUM 1) REFER TO SHEETS 8 OF 14 FOR WRING OPTIONS AND DP CHARTS. 21 REFER TYPICAL CROSHEDS S-SECTION1 OF 14 DETAILS. 3) REFER' TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANE SIB CONFIGURATIONS ARE 5) FOR POCKET WALLS SEE GENERAL NOTES 116 & 16. 40/3T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) 4D 2T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) 'SERIES: SGD=9200 ) •'• IMPACT •SLIDING"GLASS DOOR • • • • • • • • • • 1.))mis DOOR SYSTEM I3 DESIGNE• D AND TESTED 70 COMPLY W/ THE REQUIREMENTS OF THE 6th EDITION (2014) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. ,LJUp Pj6O111CT 1s IHP.A4'? Rf+I9IpiiNT. .(BIIUTTERS NOT REQUIRED) 2.)•W00D RUCKS :HKL 118 INSTAL LED Atit ANCHORED SO THAT THE BUILDING 1 •78E BUPERIRPOSED•U9ADS 1N) ACCORDANCE WITH THE REQUIREMENTS 0 20 4 0113.1 &•TO�•HE REVIEWED BYj 63UILDING OFFICIAL. 3 )•SIZES ARE NOTBTO EXC2DT1 EE�1tAMUMSPSPACIN S ONRCON ALL DOOR ENTER (0.C) AND AS TABULATED ON SHEETS 2, 5, & 8 of 14. 4.) ANCHOR CONDITIONS NOT DESCRIBED 114 THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO BE REVIEWED BY BULLDINC OFFICIAL. 6.) A LOAD DURATION INCREASE IN ALLOWABLE STR838 I8 USED IN D881ON OF ANCHORS INTO WOOD ONLY. 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED OLAS8 TYPES TABULATED HEREIN (SEE SHEETS 1 2, 6. & 8). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS 8E2 SHEETS 3, 4, 8, 7, 9, 10, & 11 OF 14. 8.) TXT. & INT. FALSE COLONIAL MUNTIN3 ARE OPTIONAL & AND TO BE APPLIED W/ SILICONE. 9.) WOOD BUCKS 1N CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE ANCHORED IN COMPLIANCE W1TH TETE FBC 6th ED9ON (2014) CHAPTER 24. 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED PANELS, ALL MoVING PANELS, FH RECONT(QcKETs. 11.) DOORS WITH OTHER ONDADUYAPPROVED PRODUCTS U81N0 A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MUIIION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS 1 3, 4, 6, 7, 9. 10, & 11 OF 14. 19.) TALL O BE PAINTED OR PLATESTEEL IN D ANDHALL MEET THE 2010 CT WITH ALUMDIUM OR EFLOISSIMILAR RID BLDG. CODE 14.) l0 SSIIEE? DOOR OF CONFIGURATIONS4FOR ADDITIONAL DETAILS. N 014 SHEET 5 OF 14, REFER 15.) POCKET WALLS ARE NOT PART OF TH18 APPROVAL 16.) POCKET• WED BY RHBE E BE ENGINEER ORF RECORD 2 APPROVAL AND TO HE 0 0 a• 20/27 - X0 - - 20/2T - OX 2 DOOR 1) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEETS 3 & 4 02 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 30/21 - OXO 0 3 & 4 DOOR .flDIES: 1) REFER HEETS 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 8 OF 14 FOR TYPICAL ANCHORS AND NOTES. ILAMINATED GLASS LARGE MISSILE IMPACT 1D00RS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRENO SHUTTERS. PRODULTRBVISED socoroplylogwidtsbeFlotIdo Du84Io8C•N 4 w. • r,.. •. _ �L✓A6 44101,Ptoduo i 2.04.0 14 4 A 11 14 >11 az O O A 3 C7 E g rn 00 N CD p, I 00 4 1 S 0 035 1 111 11 1 1 1 z 13 1 1 • •-••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • • •••• •• • •• • • •• •• • •• •• •• • . ••• • •• •• • • ••• DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL DOOR WIDTH Fr./IN. SIZES HEIGHT Fr./IN. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (4) INT. (-) EXT. (4) INT. (-) 5//0EEL) (NO 6/8 563 95.0 56.7 65.0 ,56.7 85.0 56.7 75.0 6S/T0EEL) (NO 6/8 56.7 95.0 56.7 65.0 56.7 65.0 56.7 75.0 (WO8STEEL) 8/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 8/0 (10181 8/0 56.7 65.0 56.7 650 X X X X DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR WIDTH FT./IN. STIES HEIGHT FT./IN. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' EXT. (+) INT. (-) EXT..(+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/TEEL) 0 (NO 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0, 6/S0 (NO 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 (W�,0 STEEL) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 (W 8STEEL) 8/0 65.0 65.0 65.0 65.0 X X X X NOTES. 1) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. MAX. DLO.: 6/0 X 6/8 = 32-3/4" X 74-3/4" XO OX 8/0 X 6/8 = 44-3/4" x 74-3/4" APPROVED CONFIGURATIONS 8/0 X 8/0 m 44-3/4" X 90-3/4' (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VINYL 17 /18` HEAT STREN'D GLASS 090 INTERLAYER DuPont SantryGloes by: EA. DuPont Memoirs & Co.. Inc. 3/16' HEAT STREN'D CUSS 2 SIUCONE SCHNEE-h REHEAD 5731 DOW CORMNG 899 a0 AN iltt, GLASS TYPE 'A' BULB MNYL-Ct 3/16' HEAT STREW° GLASS .090 PVB INTERLAYER DuPont Butaclts by: E.I. DuPont D.Namours &Co., Inc. 3/10` HEAT STREN'O MASS SC � MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 98 3/8" MAX. DOOR WIDTH • • •••• • • • SPACING LM11* 1101, •s. Anchors not Ib este•$ 10 1/2" 0.C. a• Door! • • smeller than 60' In width. 0. O J d 13 114'• • • • • • CLUSTER OF •. . •Cifw ANCHORS • TYP• • •SW.E ENDS :101D/BILL• • • 10- • • '• • • • ' • • • 7/16~ wt. GLASS! • • ••• •• 1/ I\ STEEL REffORCING SEE CHART AT LEFT 0 6" MAX. rm. HEAD/SILL CORNERS 721 t- 4 LAMINATED GLASS LARGE MISSILE IMPACT 50" MAX. PANEL WIDTH 2 DOOR - TWO TRACK "XO" TYPICAL ELEVATION TESTED UNIT 1 1/ I 44 3/4" MAX. D.L. OPG. 50" MAX. PANEL WIDTH DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. BULB VINYL 17 0145 -V 3/16' HEAT STREN'D GLASS 3/18' HEAT STREN'D GLASS 090 SAFLEX HP .090 PVB SAFLEX Gear .or Color Gloss Interloyer Cher or Color Glow Inledeyer Inc. C X SoWtio, Inc. 3/16' HEAT STREN'D CLASS 3/16' HEAT STREN'D GLASS 2 W zSILICONE SSCCNEE MOREHEAD 57.31 SCHNEE-MOREHEAD 5731 DOW CORNING 899 'tp. DOW CORNING 899 ,,C TREMCO SPECTRUM 2 O ,tip �pI ©EMCO SPECTRUM 2 Are • ti l-T1` GLASS TYPE '8' IGIASS W --- 'C' GLAZING DETAILS` GLASS TYPE 'D' PRODUCT REVISE u amPrr919 RuDdls1Codc . - • r A000PlenceNo int 1 Control So. o2 Id i0 ci) 1g a 1 e 1 �S i 1 1 1 • • .... -.. . • •• • .... . ...• .• . • . . •. •. •. •. • • • • • . •. •... • .• • •• •• •• • •• • • • • . •... •. •. •• •. • ... 1 %P • (MIN. [t/YY.ED) 9/1.8..`. MIN. TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING yO WOOD BUCK CSEE 'ETES FOR SPACING) 7/16• -'LAMINATED GLASS 1" Mi TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PARS • • SEE Eta. FOR STINTING • • • • • • • • • • •• • . • Y • ... 1 3/4" (11111. DNEO. Edge 1" Min • . •• • . ... • • • • • • •• •. • ' yP•) ELEV. FOR IN RS �1 2SpetlBY Woo O oo •uck DSubetrole or Wood OSlru lure •/ (SO) `` .63 min. (TyPJ �11t4R>•"I; (Ma I1(118E0.) NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. 1/16" or I/O" SILL RISER ADHERED TO SILL WITH SLICONE FULL LENGTH OF UNIT .VED4 Non -Shrink, Non-N.taIk' Grout. of HIMm n 5 KW • M N W PRODUCTRLIVISBD •;e,�: moowlyMBweedesFlori 1/4 TAPCCN or• APPROVED EQUAL 8Y CDR BDBd188Codo V/ 1 3/4' NUL ENDED. INTO 32 KM Conc. 8 6 - • • Ne FROM CORNERS 4. SEE ELEVATION AT SHEET 2 IF N FOR HAS. SPACING. TYPICAL MICKIRS N PARS SEE ELEV. FOR SPACING N METAL STRUCTURE • 03 4" MIL.• • • dge TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPAL3NG Ma STRUCTURE ATTACRMTNY DETAILS • NOTE: STEEL N CONTACT WITH ALUM. TO 8E PANTED OR PLATED. 2. METAL STRUCTURES: A) STEEL Fy 36 K51 MIN. (STEEL 12 GAC MIN. THICK - 0.105') 8 ALUWNUM : 6083-15 MIN. (ALUM 0.078' MIN. THICK) 3/4" Min. Edge Dist. WAW -DADS COUNTY APPR'O MULLION SEE SEPARATE NDA WOOD BUCKS AND META. STRUCTURES NOT BY LAWSON 1810. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY min.) ANCHOR OPTION READ -811L /AIM Embed= LSPe Diet. Connote 2.85 KM ELCO ULTRACON 1/4' 1/4' 1 3/4' I' BUILDER 1/4" - 1 3/4' 4' 32 Koi 8(42.0 8 - /16' 1 3/4' 3' 3.2 Kei ANCHOR TYPE CHART IN 2X WOOD BUCK (min.) ANCHOR OPY1ONB 88AD-8DL 75101 Embedment Edda DLL Is Wood ELCO ULTRACON 1/4" 1/4' 1 1/4" 1' .55 SO SUEDES 1/4" 1/4" 1 1/4' 1' .55 SG 5AI.S. (Into 2X) 112 112 1 1/4" 1' .55 5G 1 /A" DRI • F EX SFI F • DRI I IN • SCX8EWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy • 36. 1(51 RAN.) ALUMINUM : 1/8" THK. MIN. (60133-15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED INTO DROVED MUWONS (NO SHIM SPACE) TYP -4L• EDGE DISTANCE OR PANTED) (1/4') INTO CONCRETE AND MASONRY • 1' MIN. (ELCO ULTRACON) (1/4") 11410 CONCRETE AND MASONRY • 4' MIN. (ITN BUILDER) (3/16') INTO CONCRETE AND MASONRY • 3" MI1. (OW BUILDER) INTO WOOD STRUCTURE • 1' MIN. OZ INTO METAL STRUCTURE • 3/4' MIN. fib RAW= FRAME D VENT CORNERS AN0 INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. ax A CO C7 (83 O O 8 1 s a 1 0 1 0 tl 14 1 tl 1 1 a d k i 1 1 1 Sd 1 1 ••• • • • ••• •• •• •• •• • •• •• •• • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• • • • ••• TYPICAL ANCHORS N PAIRS SEE ELEV. FOR SPACING • 1/4". MAX. . SHIM 1 3/4' DAN. ENDED.) APICAL ANCHORS IN PARS SEE ELEV. FOR SPAM /4" MAX. SHIM TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" MAX. SHIM .1.W" MET STRUCIU METAL STRUCTURE ATTACHMRNT DETAIL NOTE: 1. ALL STEEL IN CONTACT WITH • ALUM. TO RE PAINTED OR PLATED. 2. AL STRUCTURES: STEEL : Fy 36 KSI MIN. 6) ALUM NUM : L 12 Gk 80THICK 0.1057 63—T5MIN. (ALUM. 0.078' MIN. THICK) PANEL WIDTH D.L. OPG. •'iii—III�I 2 1V000138 ► ` MT*** 1 1/4"..... (MIN. EMBED.) • • • •• • •• • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • •• • • • •• • i ••• • • • • • • • • • • • • • •• • •• • • • • • ••• •• NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 3 OF 14 FOR VERTICAL CROSS—SECTION DETAILS. 3) REFER TO SHEET 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. 7PI. 1/4* SHIM MAX. SCREENS OPR.— ® N/O/pTT REOD. ON SXE MAIN ON SHEET 2 OF 14 EXTERIOR 2D/.2T -- XO (Shown) DooR WIDTH 2D/2T — OX (Reversed) D.L OPG, PANEL WIDTH • TYPICAL ANCHORS IN PAIRS 1v SEE ELEV. FOR SPAGNO 6 . EMBED. 161 P.T. PRODUCT REVISED W000 BUCK asci > YIDBwiththeFlorM1 INNdIO$ Coda . • 8.02 Moo H z 11 1 LL4t4:t 3�yYr°is rt��s 4, 10 u. e.• �G O -% W CC: 2 _1„,04.40r54 • • •.• • • • ••• •• •• • • • •• •• •' • • • • • • • • • • • • • 000 • • • • • • • • • • • • • •.• •.• • • ••• 0 0 0 0 1/ OXXO 't • OXO APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1 ) ENLO WM-(2) 3/16' HEAT STREN'D CLASS 090 PVB PREMIER DUPONT 9UTACITE by: E.I. DuPont DeNemour• & Co. Inc. 3/16" HEAT STREN'D GLASS SNJCONE SCHNEE-MOREIHEAD 6731 DOW CORNING 899 TRELICO SPECTRUM 2 GLASS TYPE '3' 8UL9 VINYL 17 3/16" HEAT STREN'D GLASS 090 INTERLAYER DuPont-SentryGloss by: E.I. DuPont DeRumours & Co., Inc. 3/16' HEAT STREN'D GLASS SILICONE SCHNEE-MOREHEAD 5731 DOW COMM 899 TREMCO SPECTRUM 2 GLASS TYPE 'A' GLAZING DETAILS 196 1/4" MAX. 13" MAX. TYP. AT HERO/SILL r •. DO• OR WIDTH •C •" LusTE1 OF • • • • • • • •AT iT os• • • •• •6" MAX. TYP. Pl • • • •✓ 6"•`•HEAD/SILL CORNERS .• • • .• i• -.N• •.• • - • • •• I I 50" MAX. PANEL. WIDTH 44 3/4" MAX. NOTES; D.L. OPG. 1) REFER TO SHEETS 6 & 7 OF 14 FOR 'TYPICAL CROSS-SECTION DETAILS. 50" MAX. 2) REFER TO SHEETS 6 OF 14 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. 4 DOOR - TWO TRACK "OXXO" TYPICAL ELEVATION TESTED UNIT • 1 __1 LAMINATED GLASS LARGE MISSILE IMPACT DESIGN LOAD CAPACITY - GLASS TYPES 'A' OR 'B' PSP P NAS N FT./IN.'_ DOOR HEIGHT 94 1/4' MAX. dl STANDARD SI 2-I 4 iiER ,V 3" RISER EXT. (+) 9 i ► • _ • • • • 1 • •• •.• • . • ij• •. • �. ••• •1 // X • 11 // ij/ /,., ASN\ENFORctNGQ AS E00. 0 INT. (-) rD.L.OPG. 1 I I_ I I 1 1 p 11 11 ii •. • 7/16' OVERALL LAM. CLASS • • CD // © '/ 1// / // •4�_ /� a (� X _ 7 . 60.0 ...4� \ 1 58.7 60.0 F I I '1 .lr 1/ I I 50" MAX. PANEL. WIDTH 44 3/4" MAX. NOTES; D.L. OPG. 1) REFER TO SHEETS 6 & 7 OF 14 FOR 'TYPICAL CROSS-SECTION DETAILS. 50" MAX. 2) REFER TO SHEETS 6 OF 14 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. 4 DOOR - TWO TRACK "OXXO" TYPICAL ELEVATION TESTED UNIT • 1 __1 LAMINATED GLASS LARGE MISSILE IMPACT DESIGN LOAD CAPACITY - GLASS TYPES 'A' OR 'B' PSP P NAS N FT./IN.'_ DOOR HEIGHT FT•�• STANDARD SI 2-I 4 iiER ,V 3" RISER EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 2/6 3/0 3/66/8 4/0 4/6 4/11 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 58.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 58.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 2/6 40.7 60.0 gaz.._, 60 0 : • • _ ; • • 8 4/0 --) - B/0 40.7 60.0 t 4 60.0 41 60.0 ' .) 60,,(1_:,► - 60.0 40.7 60.0 , -56 7 - -60.0 - ' 60.0 .- 40.7 60.0 56.7 60.0 60.0 60.0 I000RS GLAZED W1TH-LAM1NATED GLASS RATED'FOR DIRGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. PRODUCT Ramo ecomplying with IoPblid• � O 2 D"udleaCoda � A ... No :D'AG� i1 PANEL MAX. D.L.O.: /0 X 6/8 - 32-3/4" X 74-3/4" .4/0 X 6/8 = 44-3/4" X 74-3/4" 4/11 X 6/8 =55-3/4" X 74-3/4" 3/0 X 8/0 = 32-3/4" X 90-3/4" 4/0 X 8/0 = 44-3/4" X 90-3/4" x 4 0 i 1 1 • t i 1 1 N 8 1 1 i. 1 1 1 S 1 TYPICAL ANCHORS IN PMS SEE ELEV. FOR SPACING •••• • •. •• • •. • • • • • • . • •• • • •• • ••• • •• •. • • • •• ••• • • . • •••• •• •• • • •• • • • • • • • • • • • ••• TYPICAL ANCHORS IN PAIRS SEE 01'!. FOR SPACING 1 puii.s' h.) 9/1.6":. a MTNr 15000 RUCK SEE ANCHORSFOR IN VAI S • EL � i • • • • • • • • •• • • • . • ••• to - Edge • • • • • • ••• • • • • • • •• • • 1" Min. TYPICAL ANCHORS IN PARS ELEV. FOR SPACING 11t 6 4' 066. 60.) 7/16'-LMIINATED CLASS r'_.T._ • • • • • �• • I • UR!AL RIRUCTlIRB ATT1(ZTILENT' D8t&1L • • • • • N07"E ppMACT Wf1}1 • • • • • w • 1. ALL 70 BE Mono OR PLATED. Jr �R• 2. METAL STRUCTURES: dge Dist. A))fESTTEEEL : Fy36 It9 NPI. SEE CELEV. FOR ANCHORS PACWO IN PARS B)) AWMINUM : 6053-T5 12 OK NIN. THICK 05') (ALUM. 0.078" MIN. THICK) 26Y Weed Wood SL Specific `� uek Substrate or lure w/ (SO) vlly- .55 min. (Tye.) MIM11-ONDE COUNTY APPR O MULLION SEE SEPARATE HOA x CAO 20°102 2 ay NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEET 7 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 5 OF 14 FOR MAX. ANCHOR SPACINGS. 1/16' or 1/6" SU. RISER EREO WITH CLEAR SILICONE FULL LENGTH OF UNIT SILL Edge 1st. Product Control WOOD BUCKS AND METAL STRUCTURES HOT 8Y LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO TIE BUILDING STRUCTURE. 1 1 SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY min.) ANCHOR OPTION IWAD-811L LEIB Embadosen Edge DML Conareta ELCO ULTRACON 1/4' 1/4' 1 3/4" 1" 2.85 Kel BULOEX 1/4' - 1 3/4" 4' 3.2 Ks! OUILDE% - 3/16" 1 3/4' 3" 3.2 Kal ANCHOR TYPE CHART IN 2X WOOD BUCK (1nln.1 ANCHOR OPTIO B&D-SILL 1M® Embalm= 1 1/4' Edge D 1" 6: food .55 SC ELCO ULTRACON 1/4' 1/4" BUDDER 1/4" l/4' 11/4" 1' .55 SO S.M.S. (Into 2%) /12 /12 1 1/4' 1" .55 SG Non -Shrink. Non-Wlal6e Grout of LsNmum 5 Kai 4 1/4" YAPCON or APPROVED EQUAL BY EOR FROM C/CORNERS 6 SEIIEE ELEVATIONKAT SaHE TI 6" 8 OF 14 FDR HAS. SPACING. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING ICAL ANCHORS 2 PER CUP 1" PEW NOTO4 AT EACH Elm As 1/4" ORILLFLEX SELF DRIWNG SCREW$ INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) f110 SMS • INTO APPROVED MULUONS (NO SHIM SPACE) TYPIC` -A! EDGE DISTANCE (1/4') PRO CONCRETE AND MASONRY • = 1' MIN. (ELCO ULTRACON) (1/4') INTO CONCRETE AND MASONRY - 4' MIN. (IiW BUILDEX) (3/I8') INTO CONCRETE AND MASONRY - 3' MIN. (11W BIA DEX) INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4" MIN. SWAM FRAME AND CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. 1 TYPICAL ANCHORS N PAIRS SEE F .LV. FOR SPACNO 1/4" SHIM MAX. • . ... . . • ... .. .. • • . .. .. • • • . •. •. •. . • • . • •. ... . . . • • • . • • • . • • ... • . . . ... 1/4" SHIM D.L. OPG r 5 1 SCREENS OFOONM. OEXTERIOR 4D'/2T — -OXXO DOOR WIDTH D.L. OPG. PANEL WIDTH /4" SHIM MAX. NOTES; 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS, 2) REFER TO SHEET 6 OF 14 FOR VERTICAL CROSS—SECTION DETAILS. 3) REFER TO SHEET 6 OF 14 FOR 4) REFER TO SHEET 5 OF ANDAL ANCHORS + NOTES. FOR MAX. ANCHOR SPACINGS. PANEL WIDTH 1/4" SHIM MAX. �g i 1 1 1 T • I u • • PRO UCT REVISED - J II'Am ygspavlWlheFkrWe I �I' ..:• • . ' r PredoaColuro EXTERIOR D.L. OPG. PANEL WIDT 3D/2T — OXO DOOR WIDTH (YIN. DWEO.) ;U C1 %10:•S 6' Z12 La .11 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • • •• • ••• • • • •• • • •• •• • • • • ••• • •• • •• ••• r---�"`--i CFI -r r Y �1 44: • I 0. 1 0 F t r X -RP or LP -X 1 • 0 I y u t 3 XX or L ,1: 1 11 XXX or RP -XXX or a• POCKET WALL SEE NOTE j3. (TVP.) a▪ • a▪ • 0 I 1 XX -RP or LP -XX or RP -XX -LP 4• •4 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET & NON -POCKET MAX. WIDTH 191 1/4" • •• •• cw OF 13 1/4" MAX. TYP. • • • •• • • AT HEAD/SIU` • • • • • ATSTILE DS •- • • • • • • • • • • • • ••• •. i • r •• 8" MAX. TYP. / 6"-N \ HEAD/SILL CORNERS ▪ • / i 3 mQ pil POCKET WALL �1 SEE NOTE /3 1•)1 LP -XXX rp %o ...1 4. .yq. a" .0 4- 4. .0 SIZES HEIGHT/N. 'lox GLASS TYPE 'A' 4' ..0 •-0 i .cf 2' .0 ti x8 aEd d LXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP APPROVED CONFIGURATIONS WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SKEET 1.) BIKE VINW43 3/16" NEAT STREN'D GLASS .090 PVB Interleyar Saila CP-Salleo & Soma HP by: SOWTIA, Inc. or DuPont Butodte by: DuPont DeNsmoun & Co. Inc. C� 3/16" HEAT STREN'D GLASS to S1LIC0NE 00W CORNING 899 0 OD M4 0) n� // �/ ANEL WIDTH PANEL MAX. D.L.O.; 3/0 X 6/8 = 31-1/2" X 74-1/4" 4/0 X 6/8 r, 43-1/2" X 74-1/4" 3/0 X 8/0 = 31-1/2" X 90-1/4" 4/0 X 8/0 = 43-1 BULB V1NYL 17 3/18' HEAT STREW° GLASS .090 PVB INTERLAYER upont Outaette or (•) DuPont-SentryClass by: E.I. DuPont DeNarnours & Co., Ino 3/18' HEAT STREN'D CUSS SILICONE 0044 CORNING 899 . tr) GLASS TYPE 'A' GLASS TYPE 'B' GLAZING DETAILS •• • • • • • • • • ••• • • • • • ..//.. • // 7/16" OVERALL LAN. GLASS •• ••• •• • • • • • • •• • •• • • • • • • • • ••d/•• / 1/ STEEL REINFORCING AS REOD. 1 Q I: 43 1/2" MAX. IIIM D.L OPG. PANEL WIDTH 4 DOOR - THREE TRACK "XXXX" TYPICAL ELEVATION TESTED UNIT //i 1// 1/ II 1I 1I ® I I I II x POCKET WALL SEE NOTE 03. (VP.) I 7 - a •I ! I19IES 1 1) REFER TO SHEETS 9, 10& 11 OF14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 3) FOR POCKET WALLS SEE GENERAL NOTES 15 & 18 AT 1DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. (e) 2dr/3dr DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0. LAMINATED GLASS LARGE MISSILE IMPACT RODUCTRDVISBD s complying aIlb Wo Florida ndldteg Code ' :,. moo No 404 Lem ..oPzoduotContr E3 ci) •�Y e IS 0 1 1 1 1 4 1 3 e 8 41 t al 1 1 rd DP CAPAC1tY - P8F (2 1/4" 613,0 •DP CAPACITY - PSP (8" SELL) NOM91N. DOOR WID111 SIZES HEIGHT/N. 'lox GLASS TYPE 'A' GLASS TYPE EXT. (+) 'B'AGLASS INT. (-) TYPE EXT. (+) 'A' INT. (-) GLASS TYPE EXT. (+) 'B' INT. (-) w EXT. (+) WT. (-) (�� 0 (L) 20R) 8/0 56.7 680 56.7 88.0 68.0 68.0 68.0 88.0 fi 8/0 (2DR) (W/2SEEL) 8/0 50.7 880 56.7 88.0 68.0 66.0 68.0 (1 (e)68.0 6 12/0 (�) (W/ 112/0 8/0 56.7 68.0 • 56.7 68.0 - - 68.0 68.0 (3DR) (W/ 2 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 (e)680 (068.0 16/0 (406) (W/ 1 STEEL) 8/0 53.3 60.0 53.3 60.0 60.0 60.0 60.0 60.0 18/0 (40R) (W/ 2 STEEL) 8/0 53.3 68.0 53.3 680 68.0 68.0 88.0 68.0 (e) 2dr/3dr DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0. LAMINATED GLASS LARGE MISSILE IMPACT RODUCTRDVISBD s complying aIlb Wo Florida ndldteg Code ' :,. moo No 404 Lem ..oPzoduotContr E3 ci) •�Y e IS 0 1 1 1 1 4 1 3 e 8 41 t al 1 1 rd • • ••• • •- • • • • • • • • • • • • • • • • •• • •• • • • •• • ••• .• • • •• • • •• • • • 000 • • • • • • • 1" Min. Edge Dist. W4• TAPCON or APPROVED EQUAL BY Edi VP 1 3/4• KIK EMBED. INTO 32 KW Conc. iHEETF OFCOMERS 14BMNL SPACING. AT '.) /4" MAX. 1 3/4' (Hoc MBE0.) L VODD BUCK CLEAR SILICONE DING COMPOUND 7/W LAMINATED GLASS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING • • •• • • • • • • •• • • •• • •• • • • • • • mac•, '••N • • • t •a••4 • Zr..... •• • � I) �' bW leo eNnVELIIIIII TYPICAL ANCHORS IN PAIRS • TEE ELM FOR SPACING METAL • STRUCTURE • TYPICAL ANCHORS 44 PAIRS SEE ELEV. FOR SPACING 2114( Wood Duck Substrate Wood Structure w/ (SG Specific Grovlty- .55 min. (TYP•) Oat EWB65.) NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 & 11 OF 14 3) FOR ERORIZOSNT LT CROSS—SECTION IDETAILS. FOR MAX. ANCHOR SPACINGS. CC In V) 0.' 18' SILL RISER N ADHERED WITH CLEAR SILICONE FULL LENGTH OF UNIT SILL a pRODUCTRHVI311D ucm plyinswKbOloFlorida 479 ul Ao co No, ..Vg64 02 Bulldog Co& 114' 441 .0241 J�• ^ • TYPICAL ANCHORS Di PAIRS SEE ELEV. J 1/4' TAPCDN or APPROVED EQUAL BY EDM 4" NM ENDED. INTO 32 KA Conc. B FROM C/CBRNERS B SEE ELEVATION AT SHEET 6* 8 OF 14 FOR NAL SPACING. • NOM 1. ALL STEEL IN CONTACT WITH ALUM. TO 8E PAINTED OR PLATED. 2. METAL STRUCTURES: TYPICAL ANCHORS N PARS A) STEEL : Fy MN NICKMIN.0.105') ELEV. TOR SPACINGB) ALUMINUM : 6053-T5 MN. (ALUM. 0.078' MN. 1144644) 14 W4I-DARE COWRY APPR"O MULLION SEE SEPARATE N0A -71 II II WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON ND. MUST SUPPORT LOADS IMPOSED BY °LAZING SYSTEM MID TRANSFER 1116!1 TO 71E BUILDING STRUCTURE. TICAL ANCHQRS; SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE GRAYLY IN CONC. or MASONRY min.) ANCHOR 0P11040 DEAD -811.1 41)48 tmbedmon Edge DLL Conor4te 2.85 KH 41.40 UIRACON 1/4" 1/4" 1 3/4" 1' BUILDER 1/4' - 1 3/4" 4' 32 KM BUILDE1( - /18' 1 3/4" 3' 3.2 K4 ANCHOR TYPE CHART IN 2X WOOD BUCK (min.) ANCHOR OPTIONSIISAD-521 WEB badmen Edge Distils Tood .55 SO 44.40 ULTRACON 1/4" 1/4' 1 1/4' 1" B(IiLBE(, 1/4" 1/4" I 1/4" 1' .55 5G S.M.S. (Into 25) E12 j12 11/4' 1" .55 SG ]j.• O I L r1 cY ¢FI C D °LNG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" TRK. MIN. (8083-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO 8E PLATED OR PAINTED) A1O APPROVED PROVED MULLIONS (NO SHIM SPACE) TYPICAL EDGE THSTANCF (1/4") 84T0 CONCRETE AND MASONRY i• 1" MIN. (ELCO ULTRACON) (1/4") INTO CONCRETE AND MASONRY n 4" 1.41N. (MY BUILDEX) (3/187 INTO CONCRETE AND MASONRY . 3" MIN. (MY 01210)4X) INTO WOOD STRUCTURE • 1' MIN. INTO METAL STRUCTURE o 3/4' MIN. FRAME AND VENT CORNERS A140 INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. Ma • G4 g 2 :511 o • h 7:54 E i0a 8 4 ° o CI 0i o 1aoI 1 01 4 04 •E 41 tO 0 • R 1 .I 1 • •.•. • . . ... •• •. . •.• . .• .•• •• . • •. •. •• . • • • • • . . •••• •• • •• • . •. • . • . . • • •.• • • • • •.. Ii VOID BUCKS NOT DY LAVSON INA MUST SUSTAIN IMPOSED LOADS . • •• 1 /4" GAP • •::.. • • • • • • • • • • •• • • • • •• •• • .: .' �' • ,:. .• . . ei ...j..4.. ••• A . • • • • • • • • • ! R ,r,rnn•r. 11/4 G1 '•WYC.rW�_ ' CLEAR SILICONE ADHESIVE BEDDING COMPOUND .• • • • .0 •••• 7/16' -ILS. LAMINATED GLASS • O • 81E X E' FR/ANL-US. W/ • MIN EMBED INTO EX KT. WOOD DUCK CSEE SHEET N9 NOR FASTENER NOTES AND • •ELEVATION AT SHEET 8 8 FOR FOR FASTENER SPACING SCREEN DOOR PANEL (OPTIONAL) 3/4' (EEM. ENGE L) WOOD DUCKS NOT BY LAWSO4 INS MUST SUSTAIN IMPOSED LOADS 3D/3T — XXX 7/16'-14.S. LAMINATED GLASS CLEAR SILICONE ADHESIVE DOING COMPOUND 1/4" GAP MAX. 2 STEEL BARS PROD. CN RIES AS LISTED IN OP CHART W/ P825511RES SHOWN ON SHEET 8 OF 14 S1E.E1. BAR REGD. ON SIZES AS LISTED IN DP CHART W/ PRESSURES SHOWN ON SHEET 8 OF 14 044. 04820.) NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 • : • FOR MAX. ANCHOR SPACINGS. •.4 Yir VIII'OH SCREEN DOOR PANEL (OPTIONAL) EXTERIOR •. • '412 X 2' FAL/PHL-SALS, W/ '1 1/4' MIN EMBER INTO EX P.T. WOOD BUCK (SEE SHEET 89 FOR FASTENER NOTES AND ELEVATION AT SHEET N B FOR FOR FASTENER SPACING 1 .I'. j .: PRODUCT rapFlmid. 02 • DOOR WIDTH C961 2D/2T — XX (uta EH0E0.) c/) e I'I V) F 1 2 O N 0 E 4 4 i� 14 G 0 8 8 1 1 1 C 1 1 1 1 1 g 4t1, • - •••• • • • ••• •• •• • • • • •• •• • • • • • •• • •• ••• • • • • •• •••• •• • •• •• • • •• •• • • . • • ••• • • •• • • ••• BOOR 1/4' MAX. SHIM 1/4' TAPCDN or APPROVED EQUAL DY EOR 6'/FROM CORIN. NERSM4 SEENILEVATION AT SHEET 8 OF 14 FOR MAX. SPACING. CLEAR SRIDAiE'ADHESIVE' -ADHESIVE- WADING CD/FOUND et ?' 111 IIIIr— 0 reran I Fr; .tom ` ....- rN L___ a_illiMill —•. �.K 0 BUCK WIDTH (189 3/4')• CLEAR SILICONE ADHESIVE BEDDING COMPOUND • • • • • • • • • • • • • • • .• • ••• • • ••• •• • • • NOTE: • • • • • STEEL 8ARS RESD• Ali • • LISTED IN OP CWRTMY/• • PRESSURES•SHOWN .N • • SHEET#/)F 14• • • 0 a) _• • I/4' DL EMBEW INTD 1 1/4' WN.D480). • • • L1 y l 3/I'F H./PHL SNS .f EVV PA A •• ••• •• P�' . 4' • • •• •• • • 4• ,44 1 • •. 0 28 0 e g EXTERIOR GRADE PERIMETER CAULKING 0 a, 0 19 TYPICAL ANCHORS 24 PAIRS SHE ELEV. FOR SPACING 1/4" MAX. SHIM • ) 3/4' (1I24. Ma) I TYPICAL ANOIORS IN PAIRS SEE ELEV. FOR SPACING 1 /4" MAX. SHIM IAETAL STRUCTURE x WOOD BUCK DETAILSS AT SHEET 12 DF 14OPTIONAL 01)4 FOR POCKET WALLS SEE GENERAL NOTES 15&16AT EET 1 OF t NOCE, OST.) SCREENS OP EXTERIOR TEST DOOR WIDTH 090 5/8') 4D/3T - XXXXP ]IE'AL STRUCTURE ATTACHMENT Ma, NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO 80 PAINTED OR PLATED. 2. AL STRUCTURES: STEEL : FIN. L 12 OAy 36 KSI MIN - 8) ALUMINUM : M6063-9-95KMIN.0.105") (ALUM. 0.078' MIN• THICK) POCKET DEPTH ■1% oY�,2 1111)1 NOTES: 1) REFER TO SHEET 8 OF 24 FOR GLAZING OPTIONS AND OP CHARTS. ' 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. -- 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. �MEE Iiilll ♦� Crim PRODUCTREVISDD a ...plYA+BwiW(hoPlalds &Odin Codo :41 SCREEN DDDR PANEL By CFPTICINAL) 24418)220960 Product Coned �• •• 0x02 a0 ox ci) 0 0 CV 0) 012 1 1 4 1 141 1 8 i 1 i a 1 8 S 1 i i z 1 1 • . ... . • ... •• Of • • • •• •• • •• • • • • . . ••• • • • • • •. •• • • • • • . ... • • . • • 'SGD-9200 HILL OF MATERIALS — 2 & 3 TRACK FRAME 1Il?ffi if PART al QTY. DESCRIPTION REMARKS 1 L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 4 1.2 L-9211 1 2 TRACK FRAME HEAD (Multi -Slide) 6063-T6 ALUMINUM 4 ' 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM 5 1-9205 1 X PANEL PANEL BOTTOM RAIL 6063-T5 ALUMINUM 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM 8 1-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM 9 1-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM 10 1-9209 AS REQ'D. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 12 1-9208 1 3 TRACK FRAME SELL 6063-T5 ALUMINUM l3 1-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM 14 PWS -016 AS REQ'D. BOTTOM RAIL WTS'P ULTRAFAB M06757DK 15 PWS -009 AS REQ'D. PANEL TOP RAIL WTS'P .187'x.310' (7830-6001-1) 16 PWS -003 AS REQ'D. FIM SEAL WEATHERSTRIP .187'x.210' (7820-6001-9) 17 VWS-004 AS REQ'D. BULB VINYL (FPVC) 1/4' 0.0. 18 1-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' 19 HC -046 2 MVG. PANEL TANDEM ROLLER 2 X EA. MVG. BUT. RAIL 20 FS -003 2 ROLLER ATTACHMENT SCREW *8 X 1/2' F.H./PHIL. 21 AR -008 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM 22 FS -042 AS REQ 'C' TRACK ATTACHMENT SCREW *10 X 1' SMS F.H./PHIL. 23 1-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM 24 FS -015 1 X CLIP FIXED PANEL CLIP SCREV 110 X 5/8' PH/PHIL. 25 AR -020 r INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSI> 26 AR -021 • ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) 27 AR -024 ■ INTERLOCK STEEL REINFORCEMENT 3/8' X 1' (36 KS1) 28 HC -047 1 MORTISE LOCI( HARDWARE W/ HANDLES L KEEPER 29 el 1 x Panel 7/16' Laminated HS. Glass See Glazing Deta*s 30 L-9022 • ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM 31 L-9215 1 POCKET JAMB HOOK 6063-T6 ALUMINUM 32 SM -5731 ■ NEUTRAL CURE SILICONE Schnee -Morehead 5731 33 DC -899 AS REQ'D, NEUTRAL CURE SILLCONE Dor Corning 899 34 . ■ a1 NEUTRAL CURE SILICONE Tref.= Spectrem 2 35 HC -045 2 NYLON PLUG ( .480' IDE > RIGID PVC 36 HC -043 2X PANEL NYLON TOP GUIDE • RIGID PVC 37 FS -005 AS REQ'D. FRAME ASSEMBLY SCREWS *8 X 1/2' P51 PHILLIPS . 38 FS -013 AS REQ'D. PANEL ASSEMBLY SCREWS 1110 X 1' P.H. PHILLIPS 39 FS -014 AS READ, INSTALLATION SCREWS M12 X l 3/4' F.H./PHIL. 40 PL 75.6020 AS REQ'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L. 91 a - SCREEN PANEL iii 42 SM -5504 AS REQ'D. JOINT SEALANT Schnee -Morehead 5504 43 ■ ■ PERIMETER CAULKING OSI POLYSEAMS£AL 44 a 1 PRODUCT LABEL 8 1 3/4" MIN. • • • • • • • EMBED. • • • • • • }► • • • • • • NOTES�A 'S .3, , SEE 9. • • • • • • •2. FOR FT)CKErWA.LS SEE GENERA. • IN'WBBIIOR • • • NOTES 4/1a & 111 AT SHEET 1 OF 14. ••• •• • 1 T. • • • • •• • "y. • • .�•• • • • • • • • N• • •i—i_1••• 3o EXTERIOR 1/4" MAX. SHIM TYPICAL ANCHORS AT 8' O.C. SEE ELEV. FOR SPACING TYPICAL ANCHORS AT 8" O.C. SEE ELEV. FOR SPACING 1 3/4" MIN. EMBED. POCKET DOOR HOOK ATTACHMENT DETAILS Flexible VW IFPVCI GamposltIon -Team Plastics. Inc. '1. FFVC Black Compound No. 720045 PHYSICAL ASTM B0. Dwm,OrNadre•'A'.IO em 75 0.2240 Sp iia &oily 1.43 4-793 Tuttle Suecg•. PSI 1640 0138 Mimes Eloxpioa % 140.0 4438 14addu0100%Smp6a4 PSI 765.0 D438 Imp+Blkdeeae, 41.0 4.746 '2. PPVC Mow compound No. 7267.76 PHYSICAL ANO. Daoa•l.:ll rdm•'A'. HI etc 71 04240 Swale Gm* 1.45 0.792 Teale lmoam, PSI 1640 0478 UMioelI Skop kq% sue 4430 T‘054646 10056Plapdm, PSI 765.0 0418 Maul BrildmaA -30.0 0.746 PRODUCT RBVISBD me mptyia6wIWleoBkdda Dandles Code .. • No Proem yil6r� Prodaa Control R 1 a .6 r 1 z 1 1 1 11: 1 • • ••: • • • ••• •• •• • • • •• •• • • • • • •• • • •• • • • • • • • •••• • • • • • • • • •• •• • • • • ••• • • • • ••• 1.000 • • • • , , • • • • • •• • • • / •• /• • : • •• 111,• • • • • • • • • • •• • i•• • • • • • •• t •• •• • • i �•• • • • •• •• �: • •� :: • • • 't+ PANEL TOP CORNER i I 1 I ►- 8501 N.W. 90 ST. MEDLEY. FLORIDA 33156 PH No. (305) 696-8660 7MZNUM WINDOWS AND CUSS DOORS SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) ffiCTRD90N DETAILS & FRAME AND PANEL CORNER ASSEMBLY DETAILS • @ N 3.625 .062 1: 0 L FRAME HEAD RAMSI.-1.594-JHED 750 _1 3.500 .062 378 3.60 • 062 1.278 1.000 { 1.500EA I TWO TRACKK HD AT SHEETS 8, & 9. MULTI-SUDE 1.594 FRAME HEAD _I O '^•6871^ FRAME JAMB .090 l -'124 -1.687 --• - - .094 FRAME TOP CORNER TWO TRACK FRAME I 01° t,.1501.241 Oil ill. 062 1.750 2.250 _ -,r„- 1. 132 ` 1 •062 -.-et.- I 90 1+ �� • l .559 -J- =T J r L1.619-. .1501 4.154 FRAME SILL INTERIOR INTERLOCK O .890390 1.619.062 , ,l: PANELaOTTOMCORNFR �2.0�b @2.000 2.798 1.590 2113206 Ii1i PANEL TOP Q RAIL PANEL BOTTOM RAIL EXTERIOR INTERLOCK FRAME BOTTOM CORNER j Eg j 8 i 1 1>c P 2.686 180 -1:____T094 .844 2.280 i4tlii I i I ate I616 1.044 082 1.710 l 1 s17 PRODUCT RBVISEID ase Ylo6 with the Pbdds BuildlaS Carlo , r • aiii* tiw � � �2 ! ". •+ *M%0 3iy ,.`i, td., ,,, 't,,ttafu p ,,t 5 ,..... ..4,/ 6 "AR", u b'.�.j V O:m O OyJ: g .!•-d " M . pt Z' r) A: �: ,arm.' 0 = �:; 4 ., ........ `' ' 1.842 GLASS STOP O LOCK STILE ® 1. .531 .580 ASTRAGAL STILE i' 524 .875 3.000 670 . 1-1.250 FIXED PANEL CUP .125r ASTRAGAL 1.142 RETAINER ® .124 SILL RISER ;• ,,, tnu ! • . ••• . • • ••• •• •• • • . . •• •• • • . • •. • • • • • • • • • •• • • • •• • . • • ....... .... 500 .0621 .090 V 5.748 FRAME SILL° 2.250 1.250 INTERLOCK'REINFORCINO .500 ASTRAGAL REINFORCING [.500 .953 2.094 Pocket `P' Hook .375 1.250 INTERLOCK REINFORCING .100 .527 • • • • • • • • • • • • • • • • FRAME TOP CORNER THREE TRACK FRAME FRAME GOTTOM CORNER • • • • ••• • • •. •• • •• • •• • • • •• • • •• • • •• • • • • • • • • • • • • ••• • ••• • • •• ••• •• • • •••• • • • • • • ••. •• ci) 1 � a 0 0 Ta g Pa al C7 O cn 1 2 3 1 1 1 1 1 0 4 A 11 1 1 A a a 1 s •8 r r 1 1 1