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RC-17-1988c� 6 �Gi�-19'c�8 ti� Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. RC-8-17-1988 Permit Type: Residential Construction Pen Walk Classification: Alteration Permit Status: APPROVED Issue Date: 10/25/2017 1 Expiration: 04/23/2018 Project Address Parcel Number Applicant 349 NE 99 Street 1132060135510 MIAMI SHORES 349 NE 99 STRE Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell MIAMI SHORES 349 NE 99 STREET 349 99 (786)333-9096 ---- MIAMI SHORES FL 33140- Contractor(s) Phone Cell Phone ALZATE CONSTRUCTION INC (954)599-8434 (305)949-4526 Valuation: ' $ 45,000.00 Total Sq Feet: 2200 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: BUILD UP A NEW CLOSET, REPLA Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Fees Due Amount CCF $27.00 CO/CC Fee $50.00 DBPR Fee $20.25 DCA Fee $20.25 Education Surcharge $9.00 Notary Fee $5.00 Permit Fee $1,350.00 Plan Review Fee (Engineer) $80.00 Scanning Fee $18.00 Technology Fee $36.00 Total: $1,615.50 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-10-17-65446 10/25/2017 Check #: 129 $ 50.00 $ 0.00 Invoice # RC-8-17-64777 08/03/2017 Check #: 1420 09/26/2017 Check #: 1462 $ 200.00 $ 1,365.50 $ 1,365.50 $ 0.00 Available Insnections: Inspection Type: Fill Cells Columns Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Review Planning Review Mechanical Review Electrical Review Electrical Review Electrical Review Building Review Building Review Structural Review Plumbing 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 I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd zoning Fut`etmore, I authorize the above-narrle atractor to do the work stated. October 25, 2017 Authorized 8igkature: Owner / Applicant Contractor / Agent Building Department Copy October 25, 2017 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-006133-2019 Scheduled Inspection Date: May 07, 2019 Inspector: Naranjo, Ismael Owner: MIAMI SHORES 349 NE 99 STREET CORP Address: 349 NE 99 ST Miami Shores, FL 33138 Project: Contractor: ALZATE CONSTRUCTION INC ANA ALZATE Permit Number: RC-8-17-1988 Permit Type: Building (Residential) Inspection Type: Drywall Work Classification: Alteration Phone Number: 7863339096 Parcel Number: 1132060135510 Phone Number: 9545998434 Building Department Comments BUILD UP A NEW CLOSET, REPLACE BATHROOM FIXTURE REPLACE KITCHEN CABINET, RELOCATE LIGHT FIXTURES REPLACE WINDOWS Checklist Item General Comments Passed Failed Passed Comments False Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments Letter from Engineer Mr. Edward Lander dated October 16, 2019 is not acceptable. The letter was submitted on MAy 01, 2019 May 07, 2019 For Inspections please call: 305-762-4949 Page 1 of 1 0 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 Master Permit No Sub Permit No. RECEIVED AUG 0 3 2017 FBC 20 9-G -1-1 cct- v [K'BUILDING fffELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL [PLUMBING Ef MECHANICAL Ej PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP �+, CONTRACTOR DRAWINGS JOB ADDRESS: 54q mu, Q \ —L sA City: 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): )A►Aki 016(p3 34� N� -l'�l S} gC(�one#: 333'71oCV_ Address: �J C( yQ GO 1 f I(1 S pV City: 1 State: Zip: i "V1.! Tenant/Lessee Name: Phone#: Email: 1 ^(aN"rl A�1i7 71L.C—Cvn./�il - (_0.'Nn CONTRACTOR: Company Name: m7n4c � _- cn Phone#: 054,SQCL3 Address:gVS N W VAy N-M I Q City: �-kl Ipt _kk State: Zip:331 Qualifier Name: ��f �s A�21A� C. Phone#: qf2!5- Sgol 9� j State Certification or Registration #: C-6 C is Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ +S' ©CcSquare/Linear Footage of work: 21 ZC)6 Sf Type of Work. ❑ Addition � Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: �U`1-�dy R N Cw C�©S� o �1QC� t��1cacm �IX�uCP�, C c �1 c1n E'e'1 e�ebi;n el��Q �e 1n1(Jl h 1 l(1?1=� . Specify color of color thru tile: Submittal Fe _ "3 Permit Fee $ CCF $ �� CO/CC $ 5 Scanning Fee $ 2 Radon Fee $ C.✓ DBPR $ L.A./ S Notary $ Technology Fee $ J Training/Education Fee $ 4,--t Double Fee $ Structural Reviews $ Z73k j Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) N�' - :J� 4F Bonding Company's., Name (if applicable) Bonding Company's`Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy f the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attach ent. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occ 's (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approve _einspection fee will be charged. Signatu OWNER or AGENT The foregoing instrument was acknowledged before me this day of A-0 �U S—i 20 11 by 5� SICIRE04ois p re sonally known to me or who has produced �_ty��- as identification and who did take an oath. NOTARY PUBLIC: Sign: Signature L v L�i CONTRACTOR The foregoing instrument was acknowledged before me this day of Ay GO 5 --( , 20 1 -� by 61N O- A� -Zn�TiL , who is personally known to me or who has produced V:5L Dr,—;, oi ff 2 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: moo. Print: -- ..,� � � Seal: -_ �',, Seal: '" �� • —tea S ° �" ,•: �, �.,17.. 9 , �a �� 2� ,, off: ,k3ATS s�,O APPROVED BY (Revised02/24/2014) Plans Examiner Zoning Structural Review Clerk Electronic Articles of Incorporation For MIAMI SHORES 349 NE 99 STREET CORP P17000045192 FILED May 19 2017 Sec. Of State cmwood The undersigned incorporator, for the purpose of forming a Florida profit corporation, hereby adopts the following Articles of Incorporation: Article I The name of the corporation is: MIAMI SHORES 349 NE 99 STREET CORP Article II The principal place of business address: 5900 COLLINS AVE 807 MIAMI BEACH, FL. 33140 The mailing address of the corporation is: 5900 COLLINS AVE 807 MIAMI BEACH, FL. 33140 Article III The purpose for which this corporation is organized is: ANY AND ALL LAWFUL BUSINESS. Article IV The number of shares the corporation is authorized to issue is: 100 Article V The name and Florida street address of the registered agent is: JORGE SILBERSTEIN SR. 5900 COLLINS AVE 807 MIAMI BEACH, FL. 33140 I certify that I am familiar with and accept the responsibilities of registered agent. Registered Agent Signature: JORGE SILBERSTEIN P17000045192 FILED Article VI May 19 2017 Sec. Of State The name and address of the incorporator is: cmwood JORGE SILBERSTEIN 5900 COLLINS AVE 807 MIAMI BEACH, FL 33140 Electronic Signature of Incorporator: JORGE SILBERSTEIN I am the incorporator submitting these Articles of Incorporation and affirm that the facts stated herein are true. I am aware that false information submitted in a document to the Department of State constitutes a third degree felony as provided for in s.817.155, F.S. I understand the requirement to file an annual report between January 1st and May 1 st in the calendar year following formation of this corporation and every year thereafter to maintain "active" status. Article VII The initial officer(s) and/or director(s) of the corporation is/are: Title: P JORGE SILBERSTEIN SR 5900 COLLINS AVE MIAMI BEACH, FL. 33140 Title: VP ALEXIS AGOPIAN SR 1951 NE 185TH TERR NORTH MIAMI BEACH, FL. 33179 'Ocibber,16,2019. lami Shores Building and Zoning Department 10050 NE 2"d Avenue Miami Shores, Florida Attn: Building Official Re: Special Inspection Location: Residence 349 NE 99th Street Miami Shores, Florida 33138 Dear Sir; it It Edward A. LANDERS, P.E. CONSULTING ENGINEERS f• ••1• :•111: ••!I f , • • • U f Permit # RC 8-17-1988 This letter is to certify that we have inspected the installation of the wall framing and drywall at the above referenced residence. The walls were both existing and new. The existing walls had partial replacement framing and drywall in several sections due to the closing of existing door openings. All existing walls were completed in compliance with the 2017, 6th Edition, Florida Building Code. 'ir�e►t{at Please call if we can provide any ation. •'N Very truly ur , ; *e 9 o •u1= Uj F �W= war A. Land , P.E. ': �P�� .o T: President ;FS+S ;O�1P 110 7 0 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * PHN: (305)823-3938 * FAX: (305)823-9355 t 0 MecaWind Std v2.2.7.5 per ASCE 7-10v Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.co� O Date 7/26/2017 Project No. JobNo G� Company Name MDS Engineering Corp Designed By Mario Duany,P.E,CMC,LEED APi-:P Address 7850 SW 132nd Avenue Description 349 NE 99 ST ors 0 City Miami Customer Name MIAMI SHORES o State Florida Proj Location 349 NE 99 ST r� File Location: C:\Program Files (x86)\MecaWind\MIAMI SHORES.wnd , Input Parameters: Directional Procedure All Heights Building (Ch 27 Part F Basic Wind Speed(V) = 175.00 mph 't1i ti Structural Category = II Exposure Category Natural Frequency = N/A Flexible Structure = o �•�t. Importance Factor = 1.00 Kd Directional Factor = 0.85? Alpha = 9.50 Zg = 900.00 t At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 f CC = 0.20 1 = 500.00 + Epsilon = 0.20 Zmin = 15.00 Pitch of Roof = 2.938776 12 Slope of Roof(Theta) = 13.76 Deg h: Mean Roof Ht = 12.00 ft Type of Roof = GABLED RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 2.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 65.00 ft Bldg Width Across Ridge= 45.00 f� •••••• Gust Factor Calculations •• • •• • Gust Factor Category I Rigid Structures - Simplified Method •••••• • • • •• • Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 ••••• •• • Gust Factor Category II Rigid Structures - Complete Analysis •••••• • Zm: 0.6*Ht = 15.00 ft •••• ••••• lzm: Cc*(33/Zm)^0.167 = 0.23 •••••• • Lzm: 1*(Zm/33)^Epsilon = 427.06 ft • • • • Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 • Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 •••• ••••• •• •• • • • • Gust Factor Summary • • • • • • i • Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 • • • • Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref L Z ••• • • • N Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 33.94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 3279.12 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 65 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 Wall -0.50 -20.53 -8.32 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ft ------------------------------------------------------------------- psf +GCpi -GCpi +/-GCpi Windward 9.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Roof Location Cp Pressure Pressure --------------------------------------------------------------------------- +GCpi(psf)-GCpi(psf) Windward - Min Cp -0.56 -22.27 -10.05 Windward - Max Cp -0. 05 -7 .55 4.�7 • 0000 • Leeward Norm to Ridge -0.45 -19.09 • -6.�7 • • •••• Overhang Bot (Windward only) 0.80 23.08 23.0t• • •• • •• • Notes - Normal to Ridge • •••••• Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht • Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) ••••• Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg tz4Sa P 4 9 4 • ••••• Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) •••••• Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 13.8 Deg, h/l= 0.411. • • • • Note (6) Overhang bottom based upon windward wall Cp and GCpi = 0. • •• ••0 • MWFRS-Wall Pressures for Wind Normal to 45 ft wall (Along Ridge) • i • • All pressures shown are based upon ASD Design, with a Load Factor of .6 • • • ••••o• Wall Cp Pressure Pressure •• • ••• • +GCpi (psf) -GCpi (psf) • ------ •• Leeward Wall -0.41 -17.97 -5.75 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ft ------------------------------------------------------------------- psf +GCpi -GCpi +/-GCpi Windward 15.00 0.85 1.00 0.80 33.94 16.97 29.19 34.94 Windward 9.00 0.85 1.00 0.80 33.94 16.97 29.19 34.94 Roof - Dist from Windward Edge Cp Pressure Pressure ---------------------------------------------------------------- +GCpi(psf)-GCpi(psf) Roof: 0.0 ft to 6.0 ft -0.90 -32.07 -19.86 Roof: 6.0 ft to 12.0 ft -0.90 -32.07 -19.86 Roof: 12.0 ft to 24.0 ft -0.50 -20.53 -8.32 Roof: 24.0 ft to 65.0 ft -0.30 -14.76 -2.55 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/l= 0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) .. % 0 a t,.6f._� ZRoofnot I 1 I N I I I sho«m 51 � 1 I ( I 4 11'alls •/ol Gable Roof i e 8 <= 43 a All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ = 4.50 ft Description Width Span Area Zone Max Min Max P Min P ----------------------------------------------------------------------- ft ft ft^2 GCp GCp psf psf H.ROLLER-1 1.50 4.00 6.0 5 1.00 -1.40 40.05 -53.63 H.ROLLER-2 3.08 4.00 12.3 4 0.98 -1.08 39.51 -42.90 H.ROLLER-3 1.50 4.00 6.0 4 1.00 -1.10 40.05 -43.45 H.ROLLER-4 1.50 4.00 6.0 4 1.00 -1.10 40.05 -43.45 H.ROLLER-5 1.50 4.00 6.0 5 1.00 -1.40 40.05 -53.63 H.ROLLER-6 1.50 4.00 6.0 4 1.00 -1.10 40.05 -43.45 S.HUNG-7 3.00 4.00 12.0 4 0.99 -1.09 39.58 -42.97 H.ROLLER-8 0.83 1.50 1.2 4 1.00 -1.10 40.05 -43.45 H.ROLLER-9 2.20 4.16 9.2 4 1.00 -1.10 40.05 -43.45 H.ROLLER.10 2.20 4.16 9.2 4 1.00 -1.10 40.05 -43.45 H.ROLLER-11 3.08 4.16 12.8 4 0.98 -1.08 39.41 -42.80 H.ROLLER-12 3.08 4.16 12.8 5 0.98 -1.36 39.41 -52.34 H.ROLLER-13 3.08 4.16 12.8 4 0.98 -1.08 39.41 -42.80 H.ROLLER-14 3.08 4.16 12.8 4 0.98 -1.08 39.41 -42.80 H.ROLLER-15 1.00 4.00 5.3 5 1.00 -1.40 40.05 -53.63 H.ROLLER-16 1.50 4.00 6.0 5 1.00 -1.40 40.05 -53.63 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf • •••• a •••••• • • • • • • • • so 08 •••••• • • • • • • • •••••• •• • ••i • • • •• S�ifZ017 BCIS Home Log In User Registration Hot Topics Florida Building Cade Online Submit Surdhan2e Stats A Fads i abloabivis FBC Staff SCIS Site Map Links Search byr a Product Approval trsm: cadmic use: Prpdutt Aooroval Menu > Product or Aool cation Search > Appimtion tat Search Criteria Refine Search Code Version 2014 FL.# 14569.6 Application Type Revision Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Resurcs - APPucal rons — • ; us FL# I Tvoe f Manufacturer Vaiidated_B•v� • �_. _ Spa ; _ National ACtrdtldiWtion & •.. •. ApQrpyj�' FL14 69- R7�— Revision! JELD-WEN j R#: Fi14569.6 Managemprat.1D%thole i I Model: Contours Steel, Wood Edge (804) 684-5124 : • • • • •j History j Description: Opaque Door, Outswing, w/ or w/o • • • • Sidelite, V-11" x 6'-8" •••• •••• ••••• i Category: Exterior Doors • • • • • • • • I • • : • • • � Subcategory: Swinging Exterior Door Assemblies • • • • • � � • • � �. • .—_�-• •-•�.r 'Approves oy uo— np ---- yr • • • • •••••• Contact Us:: 2601 Blair Stone Road Tallahassee FL 323•!'1 Phone: 850-A7-182� • • • • The State of Florida is an AA/EEO employer. r.,uv ioft 2007-2013 Sate of Florida.:: Privacy Statement :: A �ssld'lity Statement :: &t;j d Statement • • Under Florida law, email addresses are pudic records. If you kb not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Irubead, cordad: the office by phone or by traditional mail. If you have any questions, please contact 850.467.1395. -Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are Public record. V you do rat wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: ® ® FrEkk 0 Credit Safe seciznt� �r<��wcs htv.fhvww.floridabtdlcirx.orglpdp' alp lstaspx 1/1 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29575 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product FiVaftuation Report Of JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Outswing Impact Glazed Single or Double Door Unit for . . Florida Product Approval ' • •' : .... ... ...... . • ...... ... ...... ...... Y . ..:..• Current Florida Building Code .... .... ' ' ...... Y Y Y Y Y Y • Y • • • Method: 1— A (Certification)... • • :' • • • • Y Y Y Y Y Y Category: Exterior Door Ass'>fmbly ... ; • Sub — Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge Material: Wood/24 Ga. Steel Product Dimensions: 74"x 80.75" Prepared For: I°tkc`{( i' €Ik1<. tWc 9 ES F' O � .�.� R Prepared by: �� •• �G c�,p y`S O Florida Professional Engineer # 73778 = * C `; ' Date: 01/26/2015 f -v TAT, QF Contents: Evaluation Report Pages 1 — 5 �S/ONAU 0 Digitally signed by Hermes F. Norero, P.E./He�rf>� zero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2015.02.09 11:15:53-05'00' BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: 1ELD-WEN, inc. Product Category: Exterior Door Assembly Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel Door, Wood Edge (impact) 74" x 80.75" Date: 01/26/2015 Report No: 3392 Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 73778) for 1ELD-WEN inc. based on Method la of the State of Florida Product Approval, Florida Department of Be9ine ss and Professional Regulation - Florida Building Commission. : •' • "" 00 • . . ...... .. . ...... Hermes Norero, P.E. does not have nor will acquire financial interest in;;� j;p pang m�ufacturIng or distributing the product or in any other entity involved in the approval process of tbe.product: • • • •: named herein."' "" "' • • .. . . ..... This product has been evaluated for use in locations adhering to the cu rrn t borida Bu.i. ldng Cody. •. . . . . ...... See Installation Instructions JW0509-03, signed and sealed by Hermes NoreroP.E. (FCV;3778) for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509-03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-03 for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS Date: 01/26/2015 A Perfect Solution in Every Drop Report No: 3392 Certificate of Authorization: 29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance.program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization # QUA1789). Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201-94 • TAS 202-94 • TAS 203-94 1. Product Testing performed by National Certified Tes;Ing Labq�atary, In 6.6 0.6 (FBC Organization # TST1589) ' Report #: NCTL-210-3195-1, Report Date: 02/OW-2013 • • • • • • • • Report #: SJW2011-070, Report Date: 06Ji I'Ml1 ; • • • •; .... .... . . .... 2. Quality Assurance ...... .... ..... ..:..' National Accreditation and Management Institute. • ..'.: ...... (FBC Organization # QUA1789) "' • • • • . . . . .... % ...... 3. Certification Agency • • • • • • National Accreditation & Management Institute, Inc. •.; (FBC Organization # CER1773) 4. Material Certification Miami -Dade RER — Product Control Section NOA Eastman Chemical Co. — Saflex HP Interlayer 5. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84-0S Report#: 3113726SAT-001 R1 Report Date: 03/13/2009 Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Equivalence of Test Standards: Date: 01/26/2015 Report No: 3392 Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JEID-WEN, inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All refgmffe d standards have been found to be equivalent. All materials test results meet min4nurri requiretInU is of th2• • • • • current FBC including HVHZ provisions. • .... .... . . • Installation: 1. Approved anchor types and substrates are as follows: "" "" • • • • • ...... . . ..... .. .. .. .. ...... Through Frame Installation: A. For 2x wood buck substrate, use #10 Wood Screw type instillafio6 anchors of sufficient•; • length to achieve a minimum embedment of 1.50" into the pvood;ubstre e. •..••• B. For concrete or masonry substrate where one by (1X), non-structural, wood Bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW0509-03) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF Negative 60 PSF Hermes Norero, P.E. Florida No. 73778 Page 4of4 I NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: NI011062-RI 3737 Lakeport Drive Certification Date: 04/17/2012 Klamath Falls, OR 97601 Expiration Date: 04/30/2020 Revision Date: 10/27/2014 Product: 24 Ga. Steel Wood Edge Impact Rated Opaque Doors w/ & w/o Impact & Non -Impact Rated Glazed Sidelites (w/wood frame unless specified) Specification: TAS 201-94/202-94/203-94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at ►vivw.Nautice rtilication.coin. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & Outswing Opaque Size Pos/Neg Rated Comments X I/S Opaque 3'2" x 6'l0" +65/65 psf Yes NCTL-210-3801-2/FL 1802 Single Max Panel Size: 3'0" x 6'8" g Installation Details: JW-32012FL Qualifies Configurations: X X O/S Opaque 37' x 6'9" +65/65 psf Yes NCTL-210-3801-2/FL 1802 Single Max Panel Size: 3'0" x 6'8" g Installation Details: JW-32012FL Qualifies Configurations: X OXO I/S Door -Opaque 9'5" x 6' 10" +65/65 psf Door -Yes NCTL-210-3801-2/171, 1802 Single w/Sidelites Sidelite-Glazed Sidelite-No Max Panel Size: 3'0" x 6'8"/Daylight Opening: 1'9" x 5'3" Glazing: IG- 1/8" Tempered Installation Details: JW-32012FL Qualifies Configurations: O/X/OX/XO/OXO OXO O/S Door -Opaque 9'5" x 6'9" +65/65 psf Door -Yes NCTL-210-3801-2/FL 1802 Single w/Sidelites Sidelite-Glazed Sidelite-No Max Panel Size: 3'0" x 6'8"/Daylight Opening: 1'9" x 5'3" Glazing: IG- 1/8" Tempered Installation Details: JW-32012FL Qualifies Configurations: O/X/OX/XO/OXO OXO US Door -Opaque 9'5" x 6' 10" +65/65 psf Door -Yes NCTL-210-3801-2/FL 1902 Single w/Sidelites Sidelite-Glazed • • • • Sidelite-Yes. Max Panel Size: 3'0" x 6'8"/Daylight Opening: IV' x 5'3" Glazing: IG- Laminate- 1 /8" Annealed Glass/.090" Solutia PVB Interlayer/1/8" • • • •. •: • • : • Annealed Glass/l/8" Tempered Glass : : : :•: Installation Details: JW-32012FL • ' • • • ' ' • • •Qualifies Configurations: O/X/OX/XO/OXO OXO O/S Door -Opaque 9'5" x 6'9" +65/65 psf Door -Yes NCTL-210-3801-2/FL 1802 Single w/Sidelites Sidelite-Glazed • • Sidi lite-Y.es Max Panel Size: 3'0" x 6'8"/Daylight Opening: 1'9" x 5'3" Glazing: IG- Laminate-1/8" Annealed Glass/.090" Solutia PVB Interlayer/l/8" • • • • : •11 • Annealed Glass/1/8" Tempered Glass • : • . : : . •. : Installation Details: JW-32012FL • • • ' • ' ' •Qualifies Configurations: O/X/OX/XO/OXO National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highwa /Ha VA 23072 Tel: (804) 68.05t24/Fair: (4044484-5122 . . . . . . . . . . NAMI AUTHORI2E1A•SXAA'Tt=:' ': NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: N1011062.01-R1 3737 Lakeport Drive Certification Date: 04/17/2012 Klamath Falls, OR 97601 Expiration Date: 04/30/2020 Revision Date: 10/27/2014 Product: 24 Ga. Steel Wood Edge Impact Rated Opaque Doors w/ & w/o Impact & Non -Impact Rated Glazed Sidelites (w/wood frame unless specified) Specification: TAS 201-94/202-94/203-94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable speclfication and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.N:tntieertiiication.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & OutswinIj Opaque Size Pos/Neg Rated Comments XX I/S Opaque 67' x 6' 10" +60/60 psf Yes NCTLr210-3801-2/FL 1802 Double Max Panel Size: 3'0" x 6'8" Installation Details: IW-32012FL Qualifies Configurations: XX XX O/S Opaque 612" x 6'9" +60/60 psf Yes NCTL-210-3801-2/FL 1802 Double Max Panel Size: 3'0" x 6'8" Installation Details: JW-32012FL Qualifies Configurations: XX OXXO I/S Door -Opaque 12'5" x 6' 10" +60/60 psf Door -Yes NCTL-110-11987-1/FL 1802 Double w/Sidelites Sidelite-Glazed Sidelite-No Max Panel Size: 3'0" x 6'8"/Daylight Opening: 119" x 51" Glazing: IG- 1/8" Tempered Installation Details: JW-32012FL Qualifies Configurations: XX/XXO/OXX/OXXO OXXO O/S Door -Opaque 12'5" x 6'9" +60/60 psf Door -Yes NCTL-110-11987-1/FL 1802 Double w/Sidelites Sidelite-Glazed Sidelite-No Max Panel Size: i x 6'8"/Daylight Opening: 1'9" x 5'3" Glazing: IG- 1/8" Tempered Installation Details: JW-32012FL Qualifies Configurations: XX/XXO/OXX/OXXO OXXO I/S Door -Opaque 12'5" x 6'10" +60/60 psf Door -Yes NCTL-1 10-1 1987-1/FL 1802 Double w/Sidelites Sidelite-Glazed .' • • • ; ; S,idglit��e-e� • Max Panel Size: 3'0" x 6'8"/Daylight Opening: 1'9" x 5'3" Glazing: IG- Laminate-1/8" Annealed Glass/.090" Solutia PVB Interlayer/1/8" ' ' ' • • • • • • �: • Annealed Glass/1/8" Tempered Glass • • • Installation Details: JW-32012FL • • ' ' "Qualifies Configurations: XX/XXO/OXX/OXXO OXXO O/S Door -Opaque 12'5" x 6'9" +60/60 psf Door -Yes NCTL-I 10-1 1987-1/FL 1802 Double w/Sidelites Sidelite-Glazed ; ';' • �ldghtehP�S Max Panel Size: 3'0" x 6'8"/Daylight Opening: 17' x 5'3" • (,lazing: IG- Laminate- 1 /8" Annealed Glass/.090" Solutia PVB Interlayer/ 1 /8" ' ; . ' • ; ; • • • ; Annealed Glass/l/8" Tempered Glass • • • • • • • • • . Installation Details: JW-32012FL • 'Qualifies Configurations: XX/XXO/OXX/OXXO National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Haye 23072 Tel: (804) 6'8-5124/l;at: (ft0tee6$4-51$2 . . ... . . . . . . . . . . . . NAMI AUTHORIL'ED SI N* A*Tt;"—. " I 4 9/16" -1 } DETAIL A -HINGE MOUNTING DETAIL SCALE.- 3" =f'-O" DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD/MASONRY x 1-3/8" DEEP U DETAIL E ASTRAGAL RETAINER STRIKE PLATE FOR SILL SCALE.- 3" =1'-0" ANCHOR ® EXTERIOR SIDE EXTERIOR 7 34 2*ASTRAGAL 2 4 INTERIDRILL 3/8RETAINER THRU FRAME/MASONRY x 1-3/8" DEEP r1 O DETAIL B DETAIL C THRO►YBOLT STRIKE PLATE FOR HEAD STRIKE PLATES TO JAMBS SCALE., 3" =f'-O" SCALE: 318" =f'-0" 0 co No O m O M N 0 _ mNo 33 Y y 5 1 2 / 17 O m V) 6 AnLL"x �— ► . CL 33 m Y. DETAIL D W 0 F STRIKE PLATES TO ASTRAGAL SCALE. 3 O =f'-0" W z o � U O �aW a 0 � O O J 1/2" x 1/4" CU-D SPACER = = to V7 Q a a � N 1/8" TEMPERED GLASS m lo- O OO vl\0 112- AIR SPACE 090" PUB z F o: v O o: m INTERLAYER BY SOLUTIA rW- 11 EXTER OR = a 7 o U.1 ? " }• • • • • • • • • • • • 5/8" GLASS-� 1 • • • • • •• • • • • • BITE • • DETAIL F - ENOURA ASTRAGAL • • • • • • • • • • ••• • • • DETAIL G - 0DL ccA�ING ,ETA!!• lSULATED GLASS FASTENER SPACING USE �18xf" PPH WS SCALE- ATE SCALE.- 6" =1'-0" • ••• • • • • • • goo • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8" ANNEALED III F. jN SME:AS NOTED o TAT qF cHx. er:S. SAFFE if DRAWING NO.: � Jw0509-03 FOPE CRf/Of .29576 SHEET 6 OF % 10 U 2 -i 6" r -16T a U a F --I6" 37 t/2" ANCHORING LOCATIONS OUTSWING SINGLE UNIT X) SCALE.- > 2" f -O" DETAIL A SCALE- 3" =1'-O" - SEE DETAIL B SHEET 5 SEE DETAIL A SHEET 6 Do 00 r M M n 00 M 00 00 � p i- ao t` SEE DETAIL B 2 SHEET 6 W TYP SEE DETAIL D- a s / SHEET 6 N C C F. M ew 4 p M 5 TYR to M.19 D I I I t SEE DETAIL A SHEET 5 s„ I^h-12 1 /2" TYP. 6" -- 74" ALL DQ.QR MODELS ARE VIEWED !—Aill FROM THE INTERIOR SIDSEE ETE SHEET 6 ANCHORING LOCATIONS DOUBLE OUTS UNIT (XX SCALE- 112" =1'-O" •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • PETAIL B ••• • • • • ••• • • SCALE: 3" =f'-O" ' • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 Bwj�mrrn SEE DETAIL B c OGI On `EN SHEET 5 p t= W cv o w o.0 ac000 w 4? OJAinLn 00►�' (5 aU. 00 E ro A r M Y I' M c�O W a � Q UO Z Q. U 3 � m 22 J 1 V)o 046 SEE DETAIL A SHEET 5z_ o `° ti a a %u i F. %,M 7$' * 4 STAT, O� i i , ` atiBTrx� six FBPB C f161 29378 SCALE: AS NOTED EAG CHK. BY:S. SAFFE DRAWING NO.: JW0509-03 SHEET OF 2_ 1- MIN. 1' MIN. 1' MIN. 1" MIN. - � Q 1/4" MAX. SHIM THK. SEE DETAIL A q SHT. 7 1 34 30 x 21 .1 SEE o J DETAIL G o SHT. 6 zz O � � � 30 z B 4 OPERATING UNIT IX BUCK OPTION IN KASONRYI'ONCRETE (SCALE.- 6" SEE DETAIL G SHT. 6 1 1/4" MIN. EMS. v v 1" MIN. o 1 1/4" IIN. EMS. 1 /4' MAX. S'JHIM SEE DETAIL A SHEET 7 — 1 1/4" MIN. EMS. 1/4" MAX. .1 \ SHIM I I~ SEE DETAIL A SHEET 7 z CM2R=mL CROSS SECTION TYA 4 OPERATING UNIT IX BUCK `J OPTION IN AIAS0NRY1r0NCRETE RICHT MINCE SHOWN, LEAP MINCE OPPOSITE SHOWN (SCALE: 6" =1'-0") O to lio. IL OMN t yN O SEE a O co goDETAIL G .41^^SHT. 6 m=ov -� mtnNU. ,c m to LL R Y 7 —7W W 2 z 1" 1 MIN. j Q 1" MIN. vv 30 l Z K -K C �:Ec Z wz$i� a MIN.1" MIN. can w � �Qr�L y . �1. 0R0�4 1" MIN. C °� • •,• • • • •• • • • • • • • • NOTES: �� • b FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS 15 & /34). SEE v • SEE Dr.TAL !r • • • SHEET 5. ' 1' IN. V ON SHEET 7 z OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF H,#,O101KW,AS LONG 1" MIN. o' ��\ AS MINIMUM EMBEDMENT IS ACHIEVED. \\\\ $ F. z Y• • • • O A • SCAMAS NOTED 0 9 * N t �$ * owc. BY: EAG 4 OPERATING UNIT 1X BUCK o 1 1/V•MIN. EMB. • • • • • • C-.-- OPTION IN AMSONRY/CONCRETE • • • • • • • • • • -0 •" i r z cHK. er:S. SAFFELL (SCALE. 6" =1'-0") C3L "" �onAwalC No: CONCRETE/ OPTIONACLS MASONRY/CONCRETE INSTALL . MASONRY ii ACHbIv�` JW0509-03 BY CRO E TION OF HEAD OR JAMB • • • • • • • • + ` SHEET 4 OF ] OTHERS • • p9 • •• •• • • • •• •• ••• • • • ••• • • 1/ 4 3 5 i MiN?�I 4" MAX 1 1/4" MAX. MIN. 5 3 a SHtM SEE DETAIL A SHIM i" SHEET 7 15 22 SEE DETAIL A SHEET 7 1" MIN. SEE DETAIL G 9 NiSHT. MIN. to a to M '� g JO 5 21 30 21 n 31 O= O v cq O W Oc» N 23 Z2 p " G7NO 1' a i" O c0 M 0.6 a0 f0 MIN. ,.. f < •,P r. f.l aaa r I .T �r.; �.'•.,. i. III 6 MIN. M Y ...,... O-1 Ia NfA 33 YYYS` s .ti t :, Lf� , 4 LL ►M EdLL 19 32 24 21 29r' 28 4 m 20 21 3 20 Y 1 19 A B 6 3 IFOOD INSTALLATION (SCALE.' 6" =1'-0") 6 3 1I00D /NSTALLAT/ON (SCALE 6" =f -0 5 a 34 1 1/4" CWA MIN. EMB. 1 1/4" O p !- Ld 1/4" MAX. 1/4" MAX. MIN. EMB. SHIM 1 SHIM r 1" O •aCl9]� 0 U 1" MIN. - I SEE DETAIL SHEET 7 A 28 29 22 SEE DETAIL A SHEET 7 MIN. 3 W U y MIN. 15 SEE 1" MIN. �QQ It: WJ DETAIL G x 9 SHT. 6 30 a 9 21 21 f.�j� 31 WzO U 23Ow 1„ MIN. MIN.<•.1,' '� MIN.1".� :...:' MIN. 33 EXTERIO E 11 SECTION TrP. r1—n1 RORIEONT ,�( „S ,SAy'1'= TrP. 8 4TION (SCALE.• 6" =f'-0") — 3 CON6BETE INSTALLATION (SCALE'.' 6" =1'-0") NOTES: E> ASTAGAL FASTENER SPACING DETAIL F. SHEET 6. (TOTAL OF 14 SCREWS). LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. BOTH PLATES REQUIRE 18 X 3" PHILLIPS FLAT HEAD WOOD SCREWS. • 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ITW BUILDER TAPCON. E> FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS 15 do 134), SEE • • • SHEET 5. • •� FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. ,`{{111111l I/fI © OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OE�I_�AAO �I�, flA�'I ONG AS MINIMUM EMBEDMENT IS ACHIEVED, \' ••,w U j� ASSo,Es SbE`TION T i i i i i i N G 73 7 O 3 SCALE 6" =1' D • • • • • Q • • • • • • • • • • 7 -O TAT, or of C ": AS NOTEI G. BY: EAG K. BY:S. SAFF {WINO NO.t JW0509-03 EET 3 OF • •• •• • • • •• •• ••• • • • ••• • • JELD-WEN® Steel CONTOURS STEEL DOOR, WOOD EDGE 6-8 OUTSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODO INC. AND ENDURA PRODUCTS INC, GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING: TAS 201-94 TAS 202-94 TAS 203-94 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE 1, PAGE 1. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) 6. PRODUCT DOES NOT REQUIRE SHUTTERS DOOR LEAF CONSTRUCTION. Face sheets: 24 GA (0.021 "min) thickness. Galvanized steel A-525 commercial quality AKDO per ASTM 620 with average minimum yield strength Fy(ave)=30627 psi. Core Design: Expanded polystyrene with 1.0 to 1.25 Ibs density, by Jeld-Wen Inc. Panel Construction: The active and inactive panels are constructed from 24 GA (0.021"min) galvanized steel. The face sheets at top and bottom are bent 90° over the top and bottom rails. The top rail measures 1.0" high x 1.688" wide. The steel bottom rail measures 1.21" high x 1.686" wide. The sides of the face sheets areroll formed into the latch and hinge stiles which measure 1.00" high x 1.688" wide. The interior cavity is filled with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are cutout for the two-piece ODL Aluminum ALLEN "me. Units are glazed with tempered and laminated Impact I" IG. On double door applications the inactive door is fitted with an extruded aluminum astragal of 6063-T5 alloy, manufactured by Endure. Frame Construction: The frames are constructed of fingerioinfed pine iambs measuring 4.9116" x 1-114". The head iambs are mortised and butt joined to the side iambs, and attached with three (3) 16GA 7116" crown x 2" Jong staples on each side. The threshhold is attached to the side iambs with three (3) 16GA 7116 " crown x 2" long staples on each side. Glazing: ODL insulated lite is i"overall thickness, consisting of one (1) pane of 0.125" tempered glass; 0.5" air space; two (2) panes of 0.125" annealed with .090" PVB interlayer by Solutia. All lites are sandwiched glazed into the panels. 37 1/2" MAX. FRAME WIDTH 35 3/4" MAX, PANEL WIDTH 'I I O IZ 20 c = MAX = S2 W 16 D.L.O. W d- i5 0 iA 3 so n B 4 / n SINGLE OUTSWNG UNIT (X) SCALE.- 1/2" =1 "-O" 74" MAX. OVERALL FRAME WIDTH 36 1/2" MAX. PANEL WIDTH W/ASTRAGAL 20 1/2" - 20 1/2" MAX MAX J D.L.O. D.L.O. INACTIVE ACTIVE 3 0 P. // O 3 a C E O C M REF ASTRAGAL BOLT ITEM # 12 TABLE I DESIGN PRESSURE RATING • • • • • • • APPWVEDfO BE E fjEiO$CT N ' R • • • • • • A • 0WILTVATI�N 1 , UIRED POSITIVE • • • • • s .Q FF • NEGATIVE • • • 941 • -&A ^F • • TABLE OF CONTENTS SHEET #1— ! • MCRIENON _ • - :7ATIOAS • • • • • • • ROSS SiFtrT N >� L OFDAAZERTAL !r,R035 SECT10/75 • • • • • _ X BUCK IN MASONRY/CONCRETE CROSS SECTION LOCATIONS T*W4All.4p • M . • • • • )NRNTS • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • DOUBLE OUTSWINC UNIT (XX) SCALE. 112" =f -0" NOTES: 1 - ALL VIEWS FROM EXTERIOR. 2 - FOR HORIZONTAL ANCHOR IN i X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET 4 FOR DETAILS. 3 - FOR VERTICAL ANCHOR IN IX BB%IMA719 � IN MASONRY/CONCRETE. SEE 15 FEW AIL! fly signed by Hermes F. Norero. P.E. n: am approving this document 2015.02.0911:14:04 -05'00' :AS er; JW0509-03 OF 4 9/16" —{ r- 2 3/16" �1 FINCERJOINTED PINE SCALE.• 6" =1'-0" z 2 112 0 O 4" ° a O 4-1/16" (Min) ��1 BUTT HIN(r,L' 4x4x12 GA. SCALE: 6" =1'-O" 1 13/16" 1 1/4" r'�COMPRESSION WEAT,fjt' SfLTRIP `� QDS-650 SCALE 6" =1'-O" I---- 3 1 /B" --I BT 11/16" LATCH SUPPORT N BLOCK I3 SCALE 6'E PLATE @ENDURA AL SCALEr 25 SCALE 6" =1'-0" �- 4 9/16" ----� M 11 THRESHOLD (ENDURA) SCALE• 6" =1'-O" 1 3/16" t J I1 11/16" --OP RAIL (LVLINGE STILE LVLTCH STILE LVL SCALE 6" mi 2% STEEL SCALE. 6,N=fALO" 0 Io 0 mho aco wna0coco 4Dto in nSrA M Etl LL A Y wwZ c0 � 3�o ti maw z m 0 � a Ed v N O z � z 6ODQ +- ASTRAGAL BOLT • • • • • • • • • • • • - _ ^ ao o dlAT. - ClR STEEL ROD • • • • • • • • • ASTRAGAL SILL ODL ALLEN FRAME � 12 ZINC dh YELL(jW CHROMATE • • • • • • • • • 18 IKE PLATE 3Q p o SCALE. 6" -1'-0' • • • • • • • • • • • SCALE 6" 1'-0" SCALE. 6" 1'-0" •0 DO • ••• •• • • • •• NSF N_ ``111111111I1f,/f��' 3/16" C-SINK. F- NOTE • • • �� G • 'y 1-USE #10 WOOD INSTALLATION SCREW W/ •1••i• /2" WN.•EtiftMENT•. • • • Z.:'v\ 5?.�O DATE: 618 13 WHEN INSTALLING INTO WOOD SUBSTRATt AT:HEA * JAMDS. • • • Np .T g' scAu:AS NOTED 2-USE #8 x 2 1/2" PFH WOOD SCREW WHE111•IN TA6LTNG MTQ ALWCV.• • `*< > ° * = pwc• �: EAG 3-USE 3/16" ITW TAPCON ANCHOR V?,/'t 1^" MIN. •EMBED.• • • = b STATE OpDRAWING ND.: WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. cam• B+:S. SAFFE DE SCALEf/4' - • • • • • • • • e JW0509-03 * � • • • • • • feve �' /�'�� sHEEr 7 OF 7 ••• • • • ••• • • MIAMFDADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DE® NT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.groy/econom Lawson Industries, Inc. 8501 NW 9011 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 High Velocity Hurricane Zone. DESCRIPTION: Series "La Porte" 8'-0" Outswing Glazed Aluminum French Doors Er1M1(iI, APPROVAL DOCUMENT: Drawing No. FD--2003, titled "La Porte-Impactfrcngjh Out -Wing Door, sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revis plr ?', dal qd • 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade. runty Product Conttol • Section Revision stamp with the Notice of Acceptance number and ExpiratioJr drat t by tho nini-DAW": County Product Control Section. see* "" ""' ...... . . ..... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ...... • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer�•naww or logor city, state,.' series, and following statement: "Miami -Dade County Product Control Approded", unless pJ4e1wise noted. % • . . !_ • herein. - .. ... :. RENEWAL of this NOA shall be considered after a renewal application has been .filed and thcli;hats been no change in the applicable building code negatively affecting the performance of this prpduct. J. 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 manufactm-er 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. NOA No. 14-0908.07 MIAMFo®LINTY � Expiration Date: June 05, 2018 + 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-1 1-320 1, 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 jaluminulno butsw�n French door, prepared by Hurricane Engineering & Testin�q .1hG, Test.lteports No. HETI- 09-2623, HETI-09-2645, BETI-09-2624 and H*Tj-89 260* issued -m o % 10/22/2009, signed and sealed by Candido F. Font, P. E. """ 06606 (Submitted under NOA No.10-0128.04) .... 0000 • 0.... 0 ..... 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-9A.... 0 0 ..:..' 2) Uniform Static Air Pressure Test, per FBG3 'ft1S 202-.94o: ...... 3) Water Resistance Test, per FBC, TAS 2(V-014: - • •, 4) Forced Entry Test, per FBC 2411 3.2.1 aid TAS 202-94:. along with marked -up drawings and installation diagram oof 4lumi4voi Qutsw;ng• - French door, prepared by Hurricane Engineering & Testing, Inc., Test ReM-ts No.'s UETI44-1897, ]BE TI- 04-1896 A, HETI-04-1896 B and HETI44-1377, 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. HETI-02-TO95 and HETI42-T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 03-0219 01) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED , B. TESTS (CONTINUED) S. 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 24113.2.1, 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, HETI42-1742, RETI42-1763 and HET142-1765, 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 dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. • • • • (Submitted under NOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/ 04 • ...... .. . ...... .ease. D. QUALITY ASSURANCE ease "" • 1. Miami —Dade Department of Regulatory and Economic Resothtb§ (RER)' • • • • •; • • ...... . . ..... .. .. .. .. ...... E. MATERIAL CERTIFICATIONS • • • • • • .' 1. Notice of Acceptance No.14-0916.10 issued to Kuraray Atneriaa, In*'for-their ...... "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameriea, InUfar their ' "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 St' 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) Jaime D. Gascon, P. 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 SUBNUTTED 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.] 0-0128.04) 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, HE, TI-02-T090, HETI-02-1253, HETI-a2-1726, 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,,ail,signed and sealed by Rafael E. Droz-Seda, P. E. . . .... ...... (Submitted under previous NOA No. 05-1116.06) � , , , � , • , , • ; • , , , ; ; ...... • G. OTHERS Goo* •' 0000 ••• ' 0 .... . 1. Notice of Acceptance No. 13-0328.11, issued to Lawson *ffimstries, ItIV for them• •, 966696 o 0 Series "La Porte 8'---0" Outswing Aluminum French Doors. •- P.M.I.'i approved on 000 .. . ...... 06/06/13 and expiring on 06/05/18. •.... .. .• . . . . ..... . . . . 00 (D�� -- Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 E-3 IMPACT FRENCH OUT -SITING DOOR RILL OF MATERIALS ITEM 4 DRWO 0 PART 0 REQD. DESCRIPTION RBYARES 1 I L-901 LII-098 1 IFRANE HEAD 6063-T6 ALUMINUM 2 L-902 LI1-097 l I FRAME SILL 6063-T6 ALUMINUM 3 L-903 1_I1-090 2 FRAME JAMB 6063-T6 ALUMINUM 4 L-904 LO-096 2 SIDELITE JAMB ADAPTER 6063-T5 ALUMINUM 5 L-906 LEI-092 2 x panel PANEL TOP 6 BOTTOM RAIL 6063-T6 ALUMINUM 6 L-907 LIT-091 1 x panel HINGE STILE 6063-76 ALUMINUM 7 L-905 LII-094 I x panel LOCK STILE 6063-16 ALUMINUM B L-909 1_II-095 2 x panel TOP 6 29IT70H RAIL ADAPTER 6063-T5 ALUMINUM 9 L-911 1-II.085 AS REWD. 1/4 ROUND ALUM, BEAD - 7/16' 6063-T5 ALUMINUM 10 L-912 LII-007 AS REO'D 1/4 ROUND ALUM. BEAD - 3/8' 6063-T5 ALUMINUM It FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM 12 VVS-001 TP 3286 AS REg'D. Bulb Vinyl Wts'p.-Team Plastics, Inc, See Haterlal Composition at Sheet 6 13 PWS-001 a AS REDD. WTS'P, B TOP/BUTT. RAILS Schlegel FS - .1071w. X .2101h. 14 PWS-002 ■ AS REDD. WTST. B FRAME HEAD 6 JAMB Schlegel PB - A871w. X .3301h. 15 L-910 LIE-009 2 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM 16 FD-619 F13-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM 17 F11-631 1_I-086 AS REDD, GLAZING ADAPTER 6063-T6 ALUMINUM Ili HC-001 SF-5502 8 x Panel DELTA FLUSH BOLT Oil TEE' 6 BOTTOM OF LOCK STILE) 19 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET KWIKSET - Series 690T COMBO 20 FD-621-2 HC-024/025 I SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Series F2350 COMBO 21 FD-Eel-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 631 COMBO 22 a FS-035 AS REWD. Frame Install. Screw - Head (Ste Notes at sheet 4 of 6) 23 a FS-035 AS REWD. Frame Install. Screw- Janb/Slit (See Notes at wheat 4 of 6) 24 ■ FS-026 B FRAME ASSEMBLY SCREW e12 X 3/4' PH: PHI. 25 a FS-012 AS REST. JAMB ADAPTER SCREW R10 X 3/4' P.H.-PHI. BG F➢-634 1.11-171 AS RE0'D. 1/4 ROUND ALUM. BEAD - 11/16- 6063-T5 ALUMINUM 27 ■ FS-043 8 GLAZING ADAPT. ATTACH. SCREW R8 X t 1/4' FH: PHI. 28 ■ FS-049 2/Panel Double Ralt Assembly Screw 3/81xe 1/4' Hex Screw 6 Nut 29 x a AS REO'D. NEUTRAL CURE SILICONE Schnee -Morehead SN-573I 30 a a AS REO'D. NEUTRAL CURE SILICONE Dow Corning 899 31 a ■ AS REDID. NEUTRAL CURE SILICONE Trance S-500 32 a M IAS REO'M Laminated Glass see Pg. 5 Dupont - Sentry Glass Plus 33 a N AS REO'DI Laminated Glass see PC. 5 Dupont - PVB 34 ■ ■ AS REWD. Laminated Glass ate Pg. 5 Saftfx - PVB 35 ■ HC-OOP 2/Panel PANEL ASS'Y ALUM, PLATE 1 1/2'x 2'x 1/8' (6063-T5 ALUM.) 36 w HC-004 2/Pant Panel Ass'y Fult Langht Rod 3/8'DI..-20D Rod, Plate, Flange Nut 37 ■ FS-011 8 HINGE ATTACHMENT SCREW 010 X 3/4' P.H. / PM. 38 ■ FS-044 12 SIDELITE ATTACHMENT SCREW R10 X 1' PH/PHIL. - (17' DC NoxJ 39 HC-006 52PP050BG14 6/Jamb 1/2' Die, Hole Plug - ton 6-6 HICROPLASTICS - Rockwell M-79 40 HC-007 62PPOS70GII 2/Pamal 7/8' Dia. Hole Plug - Nylon 6-6 HICROPLASTICS - Rockwell M-79 41 + HC-010 1/BOLT FLUSH BOLT Slit Plug - Nylon 6-6 SUNCOPLASTICS Inc Rockwell M-79 42 L-913 LII-006 AS REDID. 1/e ROUND FALSE ALUM, MUNTIN 6063-T5 ALUMINUM 43 ■ ■ AS REWD, 1NT FALSE APPLIED MUNTIN 1.25' X 422' STOCK ALUMINUM 44 L-915 FD-623 AS RE010, FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' tong 45 L-916 1_II-117 AS REO'D. FRAME LOW SILL - OPTIONAL 6063-T5 ALUMINUM 6 0. • 46 FD-635 HC-DSO I TWO -POINT FLUSHBOLT LOCK OPTIONAL ( FOR */- 76A vsf DP) 47 FD-626 FD-626-1 2/Ponel FLUSH BOLT GUIDE ALUM, ANGLE 1 1/2'x 1 1/2'x LIB' Alum. 6163-T5 • 46 FD-627 FD-627-1 2/Panal 2-Palnt Lock Bolt Guide ANGLE 3'x 3'x 1 1/2'x 1/8' Alum 411 • 49 a a AS REWD, Joint Sealant- White Colored 'Purvis Co; Super Seal 50 FD-638 HC- I SET LOCK ACTIVE HANDLE 1. TRIMSET ASHLAND OW32OIA-A 51 FO-637 HC- I SET MULTI -POINT LOCK ACTIVE ASHLAND OW5110-STACT5 52 FD-640 HC- 1 SET LOCK PASSIVE HANDLE t TRIMSET ASHLAND OW52OIA-P 53 FD-639 HC- 1 SET MULTI -POINT LICK PASSIVE ASHLAND OW5110-STPAS4 • • 54 FD-641 HC- 2 x panel MulthPolnt Lock Bolt Guide NYLON 6-6 Rockwell Mscale 79 55 w FS- 4/Guide Bolt Guide Attachment Fastener 46 x 1/2' P.H./PHIL. • • • • 56 FO-642 HC- 11 x Lock Lock Top Mount Adapter NYLON ADAPTER 57 FD-643 HC- I 1 x Lock Lock Bottom Mount Adapter NYLON ADAPTER SldeLlte Panel Width NpT6; Moms as 14S 1/21 mebor epaaln8 All Max Unit Width Swing Panel Vidth 1 C 33 13/16' max.) A ( 35 3/16' max. 5' eSe' helms M le SEE 03 ALTERNATE BOLT EAT SHEET/ \ 25' Max. DLO Wldt N J 41 J C /, D E D /- zz § ; 4 C z Active Inactive �? ❑ Sidelite 6 1/2' dead -bolt q x v Lf a• m \ / / a: ^�Xi�b� 7 XjL \ / T SideLite B 2 3 oPf�DN ANIHEIR 6' 6. 3 3/ l/4 6' 6• 1/4 Pax. c.c. 3/4 i OF 6 FOR(ot sidelite) <nox.o.c. 12 3/4'r,%a 4'MEET x..o.0 o ANCHOR NOTES, I. SEE ELEVATION AT S ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. S. SAME ANCHOR SPACING O FRAME HEAD k SILL, n atalrama Dead placing "OXXO EXTERIOR ELEVATION ALL 1). QUALIFIES SINGLE k MULTIPLE PANELS (SEE ELEVATIONS). �a�' E . QUALIFIES UNITS WITH AND WITHOUT SIDELTPB9 1). THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING CODE - 5th EDITION. 8 . MAX. FRAME SIZE 145 1/2"w. X 05 3/4"b. OXXO 2). GLASS MEETS REOUIREMENTS OF ASYM-EI300 AS RER CHAPTER 24 OF 4 . EXT k INT FALSE COLONIAL MUNTIN APPLIED A/SILICONS. THE FBC 2014 CODE. 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAUB 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 8)). MAX. DAYIITB OPENING WIDTH = 26" TRANSFER LOAD TO THE STRUCTURE B TO BE REVIEWED BY BUILDING OFFICIAL. 7), MAX. DAYLITB OPENING HEIGHT 83 1/8" 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 8). SEE ELEVATION AT SHEET lof6 FOR MAX. ANCHOR SPACING DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. 10). NO HURRICANE SHUTTERS ARE REQUIRED 5). SEE NOTES O SHEET 4 OF 6 FOR INTALIATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS • ascolnplylnSwith the Florfd0 ARE NOT PART OF THIS APPROVAL ARE Building Coaa 08 �/ ��a 1). MAX. DP a *86 PSF W/ (4) Surface Bolts k Glass Types A, B, C do D. (SEE LOCATION DETAILS O SHEET 3 OF 6) a • • • • _`1 2). MAX. DP - f76 PSF W/ 2-Point Lock (active)+ (2) Surface Bolts at Inactive 07 ct Controol 3). MAX. DP - 176 'PSF W/ Flat SIII d: must be used where water Infiltration is a a •>�H�FIi Eii not required or opening Is protected by overhang ratio greater than one. • r • 4). MAX. DP - 388 PSF W/ Multl-Point Lock (1-active)+(1-passive) at Inactive, s •. T `f O fJ,9 `* OS y� Revision Notes: �� ® 7g T WS \fir/ 8501 NW 90th St. Revised to comply w FBC2004 -11 0l 05 ••�t b225 �% Revised to comply w/ FEC2007 k added 1 MEDLEY, FLORIDA 33166 0 h L Insulated Glen ot/E2/lo (305) 696-8660 • f • ; y Ashland Mult-Point Look 01/27/11 MANOPACYOAYA OY gUAUTY A1110NUM inNDONS AND CUSS DOORS • •w LDa.:, (IW vLed to comply w/ 2010 FBC @deed to comply w 2014 PRO .pw rwn A„4 cr.w TAN c e a.rgr amMe/Ye4a rrry dA••a NOA APPROVAL IMPACT FRENCH DODR 1 Or e • T I TF• f • ` «wA ae, Nelson Eraso oak 11 1 Ol 15 15 M n n La Porte Impact French Out —Swing Door �tV! %'. • �4•�r,�r o.w ae Nelson Braso win /70/' 01 BO 12 • d'.........O.. .`o� • ee.o, o t. Nuw. w Uwn4.r Ore a@W xams.n FD-2003 Am k(em 1..t G DATE HYRrr !s7? V ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 41 0 110 7/0' M.. UNt Width Swine-3`e'"1"sTii T Ponsl Vidth < 35 3/16" n A Nox.2DL0 Idt G II D II /% I1 , �% I r$ II II e� II ADji�ll H -- - B ---- \z] 70 4/9' Max 30 4/0' Max 1I-- 73 4/16' Noz UnN VldS5tEEhe� AALL77 MA 74 1/2,' Moz Only Vldth Ilnit Width -II - ERHATE Q1p1.L� Unit Width OPTIONSEATE T r3313/1 Idellte 1/ T SHEeI ,(�,�,A LT AL T P nl 19WIdth J of 0 n1 Vidth -' a OON� A A 6' rwx. 2 t' s co I I I • J P • $\ 7 ` x ccXii z p II II ;++ `d A tiv Inactive P B M I � I Max. DL3 a Vldt Aejivll II B lap Eg A1TEpHA 0pL �g� A1�E HATE 0p .. J50 �If e5 AT EET T OP!A AT 411Efl LT "OXO" ELEVATION "XX" ELEVATIONS "OX" ELEVATION 149 LIT Unit vwth APPROVED CONFIGURATIONS SEE ALTERNATEBOLT OPTIONS ATTSHEET SHEEP NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION .VIEWED FROM THE EXTERIOR SIDE, 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE ANDAREAVAILABLE AS OPTIONAL. 3. OR DOUBLE �OTTOM LE�WS H SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR �O.Cq.AX M. SPACING AND LOCATIONS. 2. FASTENERS tYPOFS 6 FOR INSTALLATION PRODUC7'R6VISDD at ildIng O:Ervllh0leNloddR DuI1dInE Codo i • O Aauplawe No Zoe$ • • Rol 1ro1 . , F yF. •� ? Revision Notes: Revleed to osmply a PHCE004 -11 01 5225 ' HeTIN d to amply w/ IBC9007 k added • iF Insulated Olass 01/2E/10 * • Ze Ashland Hutt -Point Look 01/27/11 • • et 0�J 14`LQ='•• e1: evisad to amply w/ 2010 BC 2014 IBC 4.0 evleed oR "�Nl O 61 Nelson srazo Ol H0 1E • • • • • • • • • • • •• •• • • 0% •• •• ••• • • • • • rMWE =M ,� 11' TEpN,t7E 0pL gpp� TEq�� 0pL `OP11f0�N0 AT SHEEF T ��3 a 4 AT 4MEEf T 3a "X" ELEVATION "0" ELEVATION %sPorte" IHPACr IRINCH OUTSRING DOOR - DESIGN LOAD CBAHT ANEL RmiH OHT AC1VA4 (�CB>�) NVYBdI of ANCHORS AAWII OP PAII®. DP (P8P ) SLASH TYPE 'A" k 'E" +/-(PSP) ACTUAL >R� OL1S8 TYP1 14' +/-(PSI) GLASS TYPE "C' +/-(PSI) GLASS TYPS "D' +/-(Pay) RmTO ' HEIOBT • tIDiR • 11114' 16 1/4' 22 1/4' eB 1/4' 301/4' 34 1/4' 77' x(4) S ±96.0 11 3/16' +76A +76.0 ±76.0 S +86A 17 3/16' +76A +76.0 +76.0 4 +e6.0 23 3/16' +76A +76.0 +76.0 4 ±86.0 29 3/16' +764 +76.0 +_76.0 4 186.0 31 3/16' 176.0 176,0 *76.0 3 +86.0 34 3/16' +76A +764 +76.0 10 1/4' 16 1/4' 22 114' 20 1/4' 30 1/4' 34 1/4' 93' 1(6) 6 ±86,0 11 3/16' ±76A 176.0 ±76.0 6 ±B610 17 3/16' r76.0_ 176.0 ±76.0 6 286.0 23 3/16' ±76.0 +76A 176.0 6 te6.0 29 3/16' ±760 +76A +76.0 6 ±e6.0 31 3/16' +76.0 ±76A 176.0 6 +86�0 34 3/16' +76.0 +76A • UPERWLL PANtL MUST MEEI APPLICABLE RGUU1KtMLN15 f tN UMWMU INUL • 0 PARENTHESS INONIATES / OF ANCHORS AT FRAME JAMB, A1I�1 7 MEDLEY NW L1' l'V FLORIDA33186 (306) , FLORIDA MANUTACPDAM OF QUAAFrY AWATINUY WINDOWS AND OUSS DOORS Clam M CY.i had hMrerµ' f.rl.t/YWb Ihrnr fAna OA APPROYAL IMPACT FRENCH DOOR 1 OF s "La. Porte" Impact" French Out -Swing Door FD-2003 I"-- __._ G -3/16' TAPCONMM Woo/ 4SEE2 NO�ESERLE&W FOR SPACING) 2 x (P.T,) WOOD BUCK 1 7 I--1/4' MAX, SHIN TYP, MULLION Sidellte Active 1 IL(' MIN -EDGE DI TYP Width I --I 14 17 Pane( Width 11 27 MIN EMBED, O O 18 48 Active INTERIOR BtOR INMRIOR BMW to Inactive Active Inacilve 18 18 3 ANTERIOR SIDS E A r E=OR awl O —� O L—J LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO -POINT LOCK & FLUSH BOLT EII INTERIOR SIDE EXTERIOR SIDE 1 22 — 2' Slit SILL Helght ti"� 'I,;...jl,^. "•'a .yam, . a ,. .., y• ±I MIN I kt '•�� EMBED. INTO 3300 PSI COMIC (TYP.) 1 1�4' 3/16' ELCO TAPCDN W/ 11/2' MIN EMBED, PRODUCT RDVISED as complying wid) Wet (MIN. EDGE OIST.) (SEE SHEET I OF 6 DuOdlag Oade FOR LOCATION AND SPACING)"U" B2 OPTIONAL - DOUBLE BOTTOM Acce v B(C DF B ysAl� AIL 6d6 Product E 5/16' TAPCON W/ 1 1/2' MIN EMBED. INTERIOR SIDE I x (P.TA WOOD BUCK SEE ELEVATION. AT (SEE NOTE 3. SHEET D SHEET I OF 6 FOR SPACING LOCK STILE 3 4 15 16 MULLION JAMB 46 7 Inactive 6 6 17 6 38 12 12 23 ; 17 Sidetlte 1 1/4' idgel 18 :•�4'.:,, Dls ante 12 9 10 14 9 10 14 + " L — OEXTERIOR SIDE C2 MAX SHIN D — UNIT WIDTH MIN EMBED (TYP.) TWO —POINT MULTI —POINT MAX. OP - 370 PSF MAX. DP - 186 PSF OPTIONAL. LOCK DETAILS • TIFOU AIS e • . • • • �t0PlRB i��' OD7BRR j u#d, • • • • • • • •y!•.Vjy��I Revlefo #la f18 Active Inactive Active \. BOLT Inactive E3 BOTTOM RAIL 0 ,OPTIONAL ( SEE DETAIL E3 FOR MOUNTING LOCATION ) TWO -POINT LOCK UMITATIONS: 1). MAX. DP t86 PSF W/ (4) Surface Bolts & Glass Types A, B, k C. 2). MAX. DP t76 PSF W/ 2-Point Lock (active)+(2) Surface Bolts O Inactive • Revised to comply w/ FK2007 0 55225 8: ••; •II g IRRWA ed Glue 01/RR/l0 • • • • j•* • Ashland Wilt —Point Lock 01/27/11 • • • : % Revised ta. Damply w/ 2010 nC • • • 7F SF • Revised to comply Tr P014 PBO • �� of j� • Nelson Braze Ol AdDFat��+�,yti AV Nelson Braze OL DATE j� T� D.a.l , ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR AAN�CCHORgEO..C. MAX. SPACING AND LOCATIONS. 2. FASTENERS TlP0&6 FOR INSTALLATION EXTIDium ME 1 J11W IMTPQQOR IME an B3 2g�( (•� OPTIONAL SILL 12 1�Helghtl EMBED INTO I 3500 PSI CONC, (TYP.) --(II 5/16' ELCO TAPCON W/ 1 1/4' 1 1/2' MIN EMBED. (MN. EDGE UST.) 23 (•) FLAT SILL. NOTE: DOORS L SIDELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT. THIS TYPE OF SILL IS LIMITED TO +/— 76.0 PsF DESIGN LOAD AND MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WHERE THE DOOR* IS LOCATED, LON MEDLEY, FLORIDAT 1 1 I I33166 (305) 695-8660 MLNOPLLTUAD'A OP QUALITY ALUMINUM WINDOWS AND OLSS DOORS CWa PM CWn Trod C.Myary, d.N(/Me4e If+ne dMl4 OA APPROVAL IMPACT FRENCH DOOR S OF e "La Porte" Impact" French Out -Swing Door u Nw bm Drw kw N,.Irm FD-2003 it L.wu 0 5/111 TAPCON WD/, AEE BELbV FOR SPACING INTERIOR SIDE " (NOTE 1 x (P,TJ WOOD 'BUCK (SEE 3,0SHEET 1) .•�, (SEE NOTE 3, SHEET 1) '•' .r.::.• T INTERIOR SIDE •: f 3 19 20 21 JAMB •' �' : ,.+� ,` N" 3 LOCK STILE 20 AMB LOCK STILE r 48 : ` . 19 21 JAMB Va'.:•':.! 9 30 3 s 7 s 23 '*�:.•,v,'.. ;r',: ��' 9 30 31 46 15 .,' '•:e. .`' 39 12 6 17 •••.: 39 Active Jfi 7►.':Y.i Inactive '. Y•, •.�: Active • :r'. 1 1/4' +' ' ••'F. not me[ ps1. EOGE DISL)°:' •:' •: 17 18 9 10 37 ITY0. 7 O 11 �12 38 27 F G 11 MAX SHIM (MIN. FIABEDJ UNIT WIDTH MIN EMBED UNIT WIDTH 1./I•�=x EXTERIOR SIDE (TYP,) EXTERIOR SIDE TYP. 4 5/16' TAPCON W/ 5/16' TAPCON W/ 1 1/2, HIM EMBED. 11/4' MIN. 1 1/E' NiN ENBED. LOCK STILE 3 4 SEE NOTES FOR SPACING) EDGE DIST SEE NOTES FOR SPACING 7YP 19 20 21 MULLION ' . `• •'� `°: DVi'EBIOR SIDE 1 112• MIN. {. '.' :. , .y d',•' 3a 1 ' HUC 3S 1 x (P.TJ WOOD RUCK 46 MIN. EMBER •- NOTE EqT EMBED. ,,.'pr ,.. (SEE NOTE 3, SHEET 1) 29 31 7 6 C SHEET 1) iYP .(:•t 12 TYP "' • X Active Sidelltr 1 1/4' MAX. 1 HEAD 4 SHIM TYP. HEAD )/ SHIM TYP. 44 A 13 I 22 AI 13 2 9 10 12 14 6 12 8 IXTERiOR 9IDE O 38 etltc Attach H 5 Acrews, I e chScrew side 5 ( 6 S2 total perrrnaldeldlte ) prbf, 7 16 30 31 INTERIOR SIDE 50 51 ~ PRODUCT RMSE0 INTERIOR BIDE 52 53 w 9 10 F M LAN AT GLASS 3 33 34 O w 9 70 r. xW EXTERIOR SIDE nlcomplying"I Otto arlde 8-U2P1111 do Acceplancallo O Oam = Ze Inactive a❑ •� cINTERIOR SIDE17 ml Ode Pro ductConi IO- 4io 17Wx. aG EXTERIOR SIDE 5 13 18 2 12 g •• ••• • • • • •• • Z • • •Hi0 05 DIRER 12 • -6/16' TAPCON W/ SEE ELEVATIONS RAT SHEET 1 OF 6 FOR SPACING INTERIOR SIDE LOCK STILE 3 19 0 21 r• .r I iB 1 ,I 7 Active r 1 1/4' (EDGE [MST) ... ' TYP. \ // I} 12 EMBED.) 7YP. L _ J G2 2 EXTERIOR SID Q 50 51 BIMBIOR SIDE I INSTALLATION FASTENERS NOT .S: "IX BUCK' MINIMUM REOUIREO FASTENER LENGTH HEAD:. 5/16" X 3 1/2" Long TAPCON(- JAMB: 5/18' X 2 3/4" Long TAPCON(-) MULLIONS: 5/16" X 2 1/4" Long TAPCON(*) /*1 TA• "ON BY "E41'0 ULTRACCIN' "2X BUCK' MINIMUM REOUIREO FASTENER LENGTH HEAD: 5/16: X 3" Lon.g TAPCON JAMB: 5/18 X 2 1/4 Long OWN(-) MULLIONS: 5/16' X 2 1/4' Long TAPCON(*) 011 TAPCON BY ' ..CO ULTRACQN' AT SILL 5/16' TAPCON w/ 1 1/2" MIN_ EMBFD. INTO 3500 PSI CONC, MIN, NOTE ALL FASTENERS W/ 1 1/2" MIN. EMBEDMENT 1 1/4" MIN. EDGE DI$I'ANCE k 1/4' MAX. SHIM SPACE ANCHOR YIELD STRENGTH Fy-155ke1 ANCHOR ULTIMATE STRENGTH Fu-177ka1 * ALL TAPCON LENOTHS %* BPBCIPRD ARE MDOWMS ( SEE EIYYATION AT SHEET 1 of 6 ;OR ANCHOR MAX. SPACING AND LOCATIONS ) O 23 SILL • i•v. t, „i . �, :•�.• •' . �. :' y"• "�'. . 7+ • -^-I1 I i/4' (MN. EOOE oil .) 13 • • •t 2 B 1 23 .�L.. ;I 2• +`"' H�Illht SILL • Silt 9 g9hi ' •').w;w� ': i . '.: ;,, *'� ' '•+• ' I �' MIN EMBED ' .., •• •� • ,'r" • .+ 1 �' N EMBE • yyJJTO TYP + • yrb.� : r•! :% : • •+, �... �spE PSI jONC. 5/l6' ELCO TAPCON W/ (TYP) t 1/2' HIM EMBED. (SEE SHEET 1 OF 6 FOR SPACING) (MN! ECgE OISfJ _ • ,� b.0 +++ G NSF• ,�S �i� ++ 0 55225 •';•* ^ • 1 ! • • , •' • • •� ( • S: • T@ • [� • • • ta!`•Z�''+(• • F 0 R „✓ (h ♦ • IA {1\.,{Q�)Y dA 4` �, .•�•" DATE _ Revision Notes: TAT f� ]]�� %% �� V �/ / r / \ / 8501 NW 901h St I �j 1 d MEDLEY, FLORIDA 33165 (305) 690-8660 M"VtACTUMA 0/ 9UAUTr ALUMINUM WINDOWS AND QLASS DOORS li"eted to comply w ISC2004 -11 Ol O5 Revised to comply a/ P8CH007 k added Insalated Class 01/22/10 Askland Mult-Faint Look 01/87/11, Revised to comply w/ EOlO ►BC Revised to oom w 2014 IBC A.'U'd Atrr • 0 LY16/1 Nelson Er Ol !0 16 a..0 Cf— 1'•1 ci—, sr.d txt. aer(. .d.► N.m, strm NOA APPROVAL 4 OF B DAPAdr FRENCH ODOR N n n La Porte Impact" French Out -Swing Door s.«.e sv Nalron Erazo "Ok 01 EO lE &.kl n.L.. AQo Aam1n: pwoy Xu�.n 8W.6- L.wo FD-2003 G • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SIKLIfE ATTAOOVNT DQUILE ntWE `I�:RIOI / ` •"� 1e 1/4 SRLVS SSi �8 ........ ... off it 1' P1LNM14 INTERIOR SIDE ASSnIILY SCREWS 020 o1 MWIG 17 Glazing Adapter B/e•-(Olasing Depth Die = 3/4' PKMCL. I P / I VEATIfl1ARIP FACE UP �� 2D ]0 31 SWaane //CCITT / \ Caulking Laminated Clams saL ASAn[Ar _ _ by Dupont or 9olutla INTERIOR s1x p°O a• Types 'A', 'or or 'ti 9IDELITE/JAMB ATTACHMENT DETAIL (SEE TABLE V/ CORRESPOMIN FRAME A99EMBLY DETAIL GLAZING TYPE L DESCRIPTI 1/4 Round \CALKIMG 3Z 3 34 Dead 9 10 SHIM > Mass Hn �. n EXTERIOR SIDE #1 SILL SEALANT DETAIL GLAZING DETAIL /�1� M•TG HEADER TO SE SEALED SIMLAR TO SILL e' A/ I _.T Dm1 DOT BOTTOM LEFT JAMI TO TIM 3/B' HUGE ATTACHIM NT SCREWS 121 410 K 2/4' PIIRMIL iINGE ATTACHMENT )ETAILS A=SS NOLE X.T HA,MO HIMGE LEAF TO DOT11 $TILE BOTTOM TTALTMFJIT Kx MO VAS11 tO /4' FIL&H(L. PANEL ASSEMBLY DETAIL 114 SMS OR SELF MILLING SCREWS INTO METAL STRUCTURE (SEE NOTES FOIL SPACING) 1' 01125 TH . MIN, --{MIN EDGE DIST, (6063-73 MIN.) AWMINUM TUBE W 1/4' MAX. SHIM TYP, 1 1/4' MIN. EDGE DIST, 5/16' TAPNCON( W/ h--TYP-{ (S1e T1ESEKORDSPP (CONC. TO BE 3 KSI MIN.) ACCESS MILE COVEM INTERIOR 10 Glazing Adapter 0/le" Laminated Glass $, 33 34 G (SEE TABLE W/ CORRES DING GLAZING TYPE a DESCRIPTION) - eL4 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURE (SE[ NOTES FOR SPACING) (, 12 GA, MIN. MIN EDGE DIST. y 36 KSI MIN.) EEL TUBE OR COLUMN F11TEEL IN CONTACT W/ ALCM.�� pya,-d BE PLATED OR PAINTED) a _L v7IMIaM 1/4' MAX SHIM TYP. 5/16' ELCO TAPCOH !/� • • I 1/4' MIN EDGE GIST • • • • • • 11/2, MIN EMBED.• -{TYP (SEE NOTES FOR SEAC1NG) •�t0Imusum J. SO is• • WNBR 4 • W�D BUCI.. .. IS.GE14 NOTE R3> .+ �! _ J.up ;S.'_•,_ _ s ' I 1/4' MAX. SHIM TYP, 1/4• MAXI. SHIM TYC • : • 'i1•G.1 '`•i7�r„ 1 • • • • • NOTE- • • • • • OPTIONAL INSTALLATION DETAILS MAY APPLY TO DOOR FRAME JAM AND/OR FRAME HEA0. FRAME INSTALLATION OPTIONAL DETAILS arP.) DETAILS DA 1/4" Insulated Air 8peoe w/ 1/8' Tamp. Glass Glazing Bead Ze EXTERIOR a< IM lljne) FL. RAW,%{VETS SE0. PO Y InCGS �M�Sp� S� Md L-MOIS 1 NN J 11 HINGE ASSEMBLY DETAIL #FD-624-2 ' Revised to comply w/ PBC9007 k i 225 ,::* ,a Insulated Class 01/22/10 • y Ashland tlult-Polat look 01/27/11 �(• •.1* • Revised to comply w/ 2010 PBC 45446r • Rerlsed to complyTel 2014 PBC i So' II, ` s,ewA ASs Nelson IS, Ol R T `� • w..e Pm n, O °: • atp ~- Nelson Erazo Oil, 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLAZING TYPE & DESCRIPTIONS .406 0 A Laminated Glass by Duvent - Glass Tyve A" PTRY DBDN 32 — oAa4• 1 3/16' Ameated E ,090' DVPont SOP SGP Interlo er 3 3/16' Amesad .340 0 A ted Glass by DA o t- Class Tvve B" ITIY DRICRE 710N IDBTIO, 33 I 1/6, Ameattd t .09D• UPont PVD lnterls er a$w 3 1/e' Annealed .340 0 A Laminated Glass by Bolutla - Glass Type C ffzm OBB( DEMO, 34 — awe• 1 1 2 1/61 Neat-Stantrtn thened Glee JAW SaPeK PVD InitNa r 3 .- Heat -Strengthened Giass GLAZING TYPE & DESCRIPTIONS .340 O A Laaatnated Glass by Solutla -Clan e D ITDY DBDCRM?TION afrAn. 1 I 1/8• Heat -Strengthened Giosa J/Y 2 3 .CW SoneK PVB Interte er 1/81 Heat -Strengthened Glass 4 1R' INSULATED AIR SPACE e,1-D• 5 l/8' TEMPERED GLASS 94 .340 CIA Laminated Glass by Solutta - Glaze Type B PSBY DBDCNIFTION DBTA I 1/0' Heat -Strengthened Gtase yM, t ,M' D-PoH SW Interla er 3 1/8' Heat-Stre thened Glass .4 1/4' INSULATED AIR SPACE awe 5 1/01 TEMPERED GLASS 34 LS ON MEDLEYWFLORIDA1 l ll P I33186 (308) 696-8660 YANIlFACPURER OF QUALTTF ALVALINOX WINDOWS AND OURS DOORS OWn P=r/ LYem PRA IMPLLNACT FREpry+ NCH DOO11;4 e4a R Avev SAtah 5 OF a OA APPROVAL "La Porte" Impact" French Out —Swing Door FD-2003 y STEEL DOLT g Mg d 9 y • a y y (G STEELBOLT UIDE 56 gg d b '° 5 y p ➢ �® I I l/2 FLUSH BOLT AND TWO -POINT LACK 49 ANGLE GUIDE NFD-827-1 �'----- .875 �062��.460 �- 17 - 1.259 -I GLAZING ADAPTER pL-910 �070_3. I -I ,908 QUARTER ROUND 28 (il/IB") HEAD OFD-634 1.750 3.5 I 96U .074 .127 4.500 .065],750 .697 O FRAME HEAD A-DOl - 1.912 - { PANEL HINGE STILE g O A-907 ,119 ,730��76 I- 2.031 LEAV 11 #L 908 I I�t' ,808 @QU TER ROUND 10 3 8" BEAD #L-912 I 4.187 .098 1.750 .075 5.05 PANEL LACK STILE O 11L-906 1.500 124 INACTIVE -PANEL FWSH BOLT AMOI E GUIDE 1 1/2" LONG pPD-828-3 _T L230 1 .I00 .D64 •064 2.000 T 4.500 2 FRAMESILL O 65 �i-.070 I 060 T_ e35 ;4.656 .BOB -F -1 1--- 1.75 -I 1,750 L012 --� ^ uUqq NNOB �i 1Op S S OPTIONAL 4g TWO -POINT LACK LACK NHC-050 78.0 pat DP) MULTI -POINT LOCK ACTIVE LOCK OE • o 50 51 ACTIVE HANDLE a TRIMS ET A G2" 87 BOTTOM UIDE 3/0. O.D. STEEL BOLT9 MULTI -POINT LOCK PASSIVE • 0 o 52 53 PASSIVE HANDLE a TRIMSET j $ 1 BOTTOM GUIDE Q 3/8' O.D. STEEL BOLT 1.250 045� HALF ROUND 42 FALSE MUNTIN ML-913 O QUARTER ROUND 1 4" BEAD pL-911 .072 4.00101 .072 - ,09q,.- _ 092 PANEL TOP k `5 BOTTOM RAIL �L-908 063 T 1.012 .066 063 F -L zl� 4,500 ,IAMB ADAPTER O JAMB ADAPTER 21 i t/2' -14-L/8' SIDELITE PANEL ALUMINUM PLATE 35 2" LONG #HC-002 .500 125 t.3601 1,625 _L0.198 O RAIL ADAPTER kL-909 Flexible Vlo PVC Com osiNon-Teem Plastics. Inn. 4.348 NOD -I -� F� 0,07A OO6B 4.066 4r} FRAME �O SHEAR PLATE 11. FP/C Slsok Con Quid No. 7200.7d PHYSICAL ASTM NO. Duouft,Hudmas "A",10 uo 75 D 2240 SpedfeGravity 1.45 D-792 TemOe Stragih,PS1 1640 D636 Ultimate ENapdbA% 340.0 D638 Modulus�1003: PAmgagm,►SI 765.0 D638 I BdlD - -M.0 D•746 O FRAME Jam #L-903 ese I • • • • - Z1.1.111 I*EL ftiM r•) v16. OA SSS A/- 76�psr7 <.) ve' O.D. sss <v- ea,rr) • • • lg INACT�E pANEj . FLU9 T 0 --001 12. While: Compound No, 7287-76 � DIMENSIONS SPECIFIED ARE IN INCHES 2 SHE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS RODUcr RITVISBD a complyinglvith nPlorlda O Building do (^/�A•y Aooepwnw No 9, Q e " MI ddeP CctCoOtrol 2.6BN ]e l00 T 4.500 ,500 PHYSICAL ASfM NO. Dwmokraardme•A^,IOeec 71 D2240 Spedfw Gorily L45 D792 TcnzileStrmglh,PSl 1640 D-08 Ultimate Elongation, % 325.0 D638 Modulm®IOOSLEImgsdoo,PSl 765.0 D•638 Im !Hd' p •30.0 D-746 O FRAME LOW 914L 45 . (1 NOTE, #L-918 REF• 6 FOR EADDI ADDITR 70 IONAL NOTES AND L ID31 AT LIMITAT LIMITATIONS. • 1R0169 R • • NIs • • �� C ;'�,� 1•' F•'•, tP�4 �� 226 '' .� �. •"S :111 ', • :• • • pF • / • • C• . �� c • • • R 1 •",.� IP�aS,r5�/•On•� a • dnP�e"e DATE Revision Notes ��ggg j' ,(� 77�� T T T/'/ O ® / \/ 8501 NW 90th St. 1 / I , L J 1 d MEDLEY, FLORIDA 33186 (305) 695-8660 MANVIIAW WR OF QUILT7r ALUMINUM WLNDOIPS AND OL89 DOORS Revised to oomply w FBC2004 -11 Ol 00 Eaviaed to oompy w/ PRCE007 k added IosWatad Olus Ol/8A/!0 Ashland Mult-Point W9k 01/27/11 Revised to oompy w/ 2010 PHC Revised to oom w 2014 IN Optional Multi P 86.0 -Point Locks pal DP) gi•V CWe A,re EIer1 Pod Lrr.Per4n a.rre✓,r.he faun 8As•4 NOA APPPOVAL MPAOT TRENCH DpOR 6 OP 8 xw-dAV Nelson Erne D•r. a1k Ol ld t6 u o n La Porte impact French Out -Swing Door Active Lock ASHLANO NVSIIO-STACTS Pasuve Lock ATHLAND RV51f0-STPAS4 a11°'s aa° Nelson Braze p1 80 18 HANDLE L TRIMSET ASHLAND NV5201A-A HAN➢LE L TRIMSET ASHLAND NV5201A-P a••w n.t.e. Pao xs•ee,n l._ lose- R,wr•n tw,uG FD-2003 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• as ••• • • • ••• • • Ak MIAMI-DIADE MIOR-DARE COUNTY Rol 1121111 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (7W 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 jurisdfdttdu. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dadb County Pro'ducl Control RER.... • Section that this product or material fails to meet the requirements of the applicable building corf : • • • . This product is approved as described herein, and has been designed to comply w�� e Florid# Building . Code, including the High Velocity Hurricane Zone.- .... : 0 • • DESCRIPTION: Series "SH-7700 (Flange Frame)" Aluminum Single Hung 'Endow — Wel.• • ". .. .. . . ..... APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 SF Dung FJ Frame..... so Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision C datpe.Q$/21/16, prepared by • manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami-Dadh CSubty Product ControI• • • • • Revision stamp with the Notice of Acceptance number and expiration date by.the luliamiXVe County•,..; Product Control Section. ' • "' • ' • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection device (shutters) LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted berein. RENEWAL of this NOA shall be considered after a renewal application has been filed 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 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 and renews NOA No. 14-0908.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-1003.01 h11AMI.044DE GOU� ® , .. � Expiration Date: December 27, 2021 t Approval Date: December 15, 2016 ki, 1�0 Page 1 A Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision C dated 09/21/16, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading 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 an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report% XQ. BETI- 09-2530A and HETI-09-2530B, dated 03/02/09, signed and sealed by• Esndido • • • • Font, P.E. (Submitted under ?WA No,.09r ©706. 09) • . 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading Ife'r78C TAS• 262-94 • 2) Large Missile Impact Test per FBC, TAS Tdl;�,� •.,. 3) Cyclic Wind Pressure Loading per FBC, TAS 20-94 ' . • • • • • • ; • • • along with marked -up drawings and installation diagram of arr alrpinunq si;Lg3e hudg • •' • window, prepared by Hurricane Engineering & Testing, Inb.•, AN Test Rbvokots N• � � HETI-08-2003C, HETI-08-2004A, HETI-08-2060A & B,.f 11-08-1061A & $, RETI-08-2062A & B, BETI-08-2063A & B, BETI-08-2064A &. B, dalUct M715/081• • • • signed and sealed by Candido F. Font, P.E. (Submitted under -,VOA No. -0Xp425.1 �) • 3. 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 an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-1009.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No.11-0705.09) 2. Glazing complies with ASTM E1300-09 Man el terez, P.E. Product Co r Examiner NOA No. 16-1003.01 Expiration Date: December 27, 2021 Approval Date: December 15, 2016 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15; expiring on 12/11/16. 3. 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, complying with FBC-St' ledi oir (2014), OW of no • . financial interest, dated September 30, 2016, issued by nMUMbturer, •signed aMe"* ...... ...... sealed by Thomas J. Sotos, P.E. , •, .... • 2. Statement letter of no financial interest, dated 05/28/09, NS wd• by rhaiuXacturor; : • - signed and sealed by Thomas J. Sotos, P.E. (Submitted under-0;1 No j1;OT05.09r.. • 3. Laboratory compliance letter for all Test Reports No. HETI-0912550A & B; issued by • *: Hurricane Engineering & Testing, Inc., dated 03/02/09, signed'jMJ sealed py C�Rndidq F. Font, P.E. (Submitted under NQA No. V9-0706.ON.... 4. Laboratory compliance letter for Test Reports No. HETI-08-200J?C;HET4.8P-; • 2004A, BETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & B, - • HETI-08-2063A & B, HETI-08-2064A &B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 0I-0406.08) G. OTHERS 1. Notice of Acceptance No. 14-0908.10, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I.", approved on 11/06/14 and expiring on 12/27/16. Manuel Pqrez, P.E. Product Control Vxanilner NOA No. 16- 03.01 Expiration Date: December 27, 2021 Approval Date: December 15, 2016 E-2 INSTA_LATION ANCHORS WINDOW FLANGE FRAME WIDTH WINDOV FLANGE FRAME VIDTH INSTALLATIO4 (A) 1 MA%�Ai FRAME HEAD INSTALLATION ANCHDRS� fAl 4 MP%. AT <W NONE ER FRAME SILL 17 O/4• --- (A) 4 MAX. AT FRAME MEAD 10 IS/16' A) fB) HOVE PER CC) FRAME JAMBS (SEE SHEET NI) ,q I MAX. O.C. (B) NINE PER FRAME SILL MAX, O.C. ft) FRAME JAM —tfC) FRAME JAMBS (SEE SHEET 04) !\ 6' Mox. D.L.O. WidthALL CORNERS =J 9 ;;4 - -R MAX. ABOVE VS MEETING RAILS x D F w- t0 3A6' Mox. D.L.O. Y LNG RAIL WWd 11 16 a~ 6' RAILc M•ETING lY �= -I u 1 z nZ x o t z `E u� AT 6' nEC TING 9 7/8' MAX. BELOW JMAX. �3 BELOW MEETING RAILS MEET IVG RAIL I i-- �---� N�AX "MAX, —�N EXT. 6 INT. FALSE COLONIAL �47.00D;------� V/N SILIC[1NE ANDIIED ARELW/AL W/ TINS ARE APPLIED V/ WINOCN BUCK VIDTH WINDOW l'�.4.K VIO 1H UNL AND REAVAILABLE AS OPTIONAL. WINDIW DUCK WIDTH AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION UN -EQUAL LITE RADIUS ELEVATION UN -EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 5) (LIMITED TO LOADS ON SHEET 4 OF 5) General Notes: (LIMITED TO LOADS ON SHEET 4 OF 5) SERIES-7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME 1 THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 6th EDITION INCLUDING HIGH VELOCITY HURRICANE INSTALLATION ANLMORS�----T-1 I VlwOOv FLANGES FRAME VIDTH ZONE VELOCITY (HVHZ) AND ASTM t300-09. THIS PRODUCT IS IMPACT RESISTANT. cA) 4 MA%. qT. FRAME MEAJ (1) NONE PER FRAME SILL' -y 13 3/4• (SHUTTERS NOT REQUIRED) (C) FRAME JAMBS (SEE SHEET 14; I MAX. O.C. 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING 1 A (= MAx. RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. A: 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 (D.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED CLASS TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED CLASS TYPES TABULATED HEREIN (SEE SHEET #'3). 8.) SEE SHEET 3 FOR LOCK DETAILS h OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES, B.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. R.) EXT. k INT. FALSE COLONIAL MUNTINS ARE OPTIONAL k AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL h NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24. SECTION 11.3.3.3. 11) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS TYPICAL AT 6 ALL CORNERS D.L.O. Width V =„46 11 1Q, ._ h IMAx. ABOVE/� -HEETING-RAM o ^ n i x ma's �ww .T AT w 6' MEETING Y RA!Lj, • Iwo, 6 0 • •:I }•. '6,o 9HRK, BELUa 4MOT1110 RAINS '_•=_�,tc -r�' �u�''- • • • • • 00, • • ' s „ 61 MAX. ry. S — PRODUCT REVISED As "Mm)lRB with 8M FJ MMD Dwidoy Code Attcpyaw lkN I6•>o ,p 1 1 0 w• [BNb IX21 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADS COUNTY APPROVED I • • • • • ••• • • • • C Dy WINDOWS USING A MIAMI-BADE. COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE [xr. B INT. WEBS •DLW/ BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY v/�SIi1CA0�E•ANCL E W/• •• --0--• 0052 .121 10"II ePndlkl TO THE ENTIRE MULLED SYSTEM. AVA:LAE•E AS OPTIp14pL. • • • WINNOW •UCK•WIDM 13.) SEE SHEET 8 3 FOR MULLION/METAL ATTACHMENT DETAILS k OPTIONS. 000 • 000 • EQUAL CITE ELIVATION 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OCHER DISSIMILAR MATERIALS TO BE (LIMITED TO LOADS ON SHEET 4 OF 5) PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • 0 006 • N W O Z� f] Z Z5 O p) C OI U � z ") U z o� a ca 0 a a a a R A 2 Y! - E ¢ Y E t 2 2 u 1/4' TAPCON W/ 1 1/4' ALL WDOD BUCKS CNGINEERED SEPARATELY — MIN. EMBEEMENT INTO CONC. 6 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (SEE ELEVATION AT SHEET X1 FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON ;NO. MUST SUSTAIN IMPOSED LOADS 1 1/7 ' MIN. ° ° 1 1/4' MIN. °: .. EMBEDMENT d ° o •a O EXTERIOR GRADE - PERIMETER CAJLKI EXTERIOR O EXTERIOR PERIMETER SILICONE ADHESIVE OEDDING COMPOUND LAMINATED GLASS 24 INTERIOR MEETING RAILS E EXT. GRADE CAULK s A 9 O ,A • . °4 . . ° °d. 014 S.M.S. V/ 1 1/4' MIN. EMBCDMEN- INTO WOOD. 'SEE ELEVATION AT SHEET AI LA HATED GLASS PT, WpOL BLCKS -OR MAX. FASTENER SPACING) 24 SILICONE ADHESIVE BEDDING COMPOUND 23 1/4' TAPCON V/ 1 !/4' M °D (� 12 INTERIOR T 20 W al] N �M 0 EXT. GRADE/ O I' MIN. 1114 S.MS. 'd/ 1 1/4' E DISigN'C MIN. EMBEDMENT INTO WOOD. OGE DISTANC� (SEE ELEVATION AT SHEET t1 FOR MAX. FASTENER SPACING) ---F EXT. GRADE \ i r CAULK ---\ \A 19 MIN. EMBCDMENT INTO CONC. ° (SEE ELEVATION AT SHEET tl V) OR MAX. FASTENER SPACING) C e i o ^ O lWyl1S 0 : a - � 3 4 n 12 Z > 1 1 lIV MIN. NBEDNENT I L o m 1 1/0' MIN. m 7 IL ' EDGE DISTANCE 1 D O e •. EXTERIOR EXTERIOR GRADE ' PERIMETER CAULKING U -WINDOW FRAME WIDTH WINDOW INSTALLATION NOTES G 1. THE WINDOW FRAME FLANGE TO BE BACK -HEEDED W/ AN EXT. GRATE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE N( BY WINDOW INSTALLER (TYP.) c 2. TITS EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO F BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK t \` BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR o B MASONRY IS LESS THAN 1/6', SHIMS ARE NOT REQUIRED. ' ANCHORS NOTE: 4 ANCHORS TD BE II SMS OR WD. SCREWS INTO WOOD, OR t 1/4' TAPCONS or APPROVED CONIC. FASTENERS INTO CONC„ WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC.(REFER TO LOAD TABLES AT SHEET 4--UF S FOR N ,Q QUAN-ITIES REQUIRED) W • • • • • • • • • • • • MAX. • • • • • • • • AIM • •• • • • • ••• • YP•• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• ••• ••• •• •• PRQDUCPRBVISECI a C*MPIAMS with the R,.I& h Gilding Code mcep wbb (6-1 Pt 'TAt' [hte •, iAati de Pmldcl 49 b M e 0 8 24 23 'SILICONE OPTIONS' _ - DOW CORNING 099 - SCHNEE-MORENEAD 5731 IREMCD SPECTRUM 2 0.500 - GLAZING DEPTH LAMINATED GLASS COMPOSITION - TYPE 2 ITEM OIA4S DEBCMPTIOry DETAIL IA3IINATE OEBCRIPTION 1 2 1/B' ANNEALED GLASS 0.090' PLASTIC INtERLATER A 3 1/9' ANNEALED GLASS .0•Y EAstron ChenkOl c LAMINATED GLASS COMPOSITION - TYPE 3 In,( CIABB DEBCPIMfON -- D6TAICMt 1/8nNNA-= 3 1/V "NEALE) GLASS 0N' LAMINATED CLASS COMPOSITION - TYPE 4 RCN CIA46 BESCflIPTION I _ - OCTAILP .OP- -P� ......II IANINATC DESCRIPTION I 2 l/8' ANNEALED GLASS 0.090' ALAS iiC INTERLATER BUTAC ITF PVB by KirerOy An4ric0, Ino 3 1/6' ANNEALED GLASS LAMINATED CLASS COMPOSITION - TYPE 5 ITEM 1 CLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' MEAT-STRENGNTENED GLASS BUTACITE HVby 2 009V PLASTIC INTERLAYER "_ � .— y An %"y Inc. D 1/8' TEAT-STRENGNTENED GLASS 0 4!•Y J 1 1 20 23 'SILICCWC OPIICNS'- _ DOW CORNING 699 24 �— SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM O.EOC' GLAZING DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPE 6 ITEM CIAO DESCRIPTION I DL'tAIL LAMINATE DESCRIPTION 1 1/8' NEAT-STRENGNTENED GLASS _ _ 2 CU90' PLASTIC INTERLAYER © 3 1/8' HEAT-STRENGNTENED GLASS - '- IU"ACITE PVB by 4 1/4' INSULATED AIR SPACE - _ _ K_ .y AP Irc. 5 1/8' ANNEALED CLASS >!14 INSULATED LAMINATED GIASS COMPOSITION TYPE 7 IT6N 1 CLASS DESCRIPTION DETAIL UMIXATC ODBCRIPTION I L/8' "CALEB CLASS 2 000' PLASTIC INTERLAYER .1.Y SAFLE- PVI by S 1/8' ANNEALED CLASS "- _ _ = r_ l"F E0ltnRn C"'.1 c0. 4 )/A' INSULA"E) AIR SPACE 3 I/8' ANNEALED FUSS I Al.P GLAZING DETAILS AND OPTIONS 014 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. I (SEE ELEVATION AT SHEET BI\ FOR MAX. %ASTENER SPACING) INTERIOR FINISH NOT BY LAWSON INDUSTRIES, INC. ( sricE INTERIOR EXT. GRADE BACK BEDDING TO 3E APPLIED BEHIND WINDOW FRAME FLANGE BY INSTALLER (TYP: EXTRRIOR I:'y EXT. GRADE PERIMETER CA KING NOT BY TO B'LAVEONAP NIEOTBy OTHERS (TTP.) STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TD BE SPECIFIED BY ARCHITECT IA G.C. (EXTERIOR FINISH BY OTHERS) VUT BY LAWSON INDUSTRIES. :NC. WOOD FRAME INSTA.ATION DETAIL ALUMINUM MULLION — SEE MULLION APPROVALS FOR MLLLICN TYPE. 512E AND MAX. DESIGN PRESSJRE LIMITATIONS. (ALJM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSJRES OF SINGLE HJNC WINDOW OR MULL SHALL COVERN INTERIOR 26 6 6 L 25 II11 21 UVU 5 LUCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON .ALI, 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. -B 12 X 3/4' S.D.S. SEE MULUON APPROVALS FOR FLAT HEAD, PHILLIPS. MULLION TYPE. SIZE AND MAX. (SEE ELEVATION AND DESIGN PRESSURE LIMITATIONS. DP TABLES ER DUANTITY AND FASTENER SPACINj) INTERIOR NOTE: THE LOWER PRESSJRES OF SINGLE I/4' MAX. HUNG WINDOW DR NULL SHALL GOVERN SHIM 12 S.O.S. X 1 1/4- L. L"\ SEE ELEV. FOR SPACING O C o �O C4 q z r) s m V1 6 b U `J an d O O 4 0. o LT3 60 O {' Z W p O U J Z OW = aA p il 4 o `a m 0 o � 0 � e U z a z z ?y �gT N in � 0 z e o W I NOTE: J I. ALL STEEL IN CONTACT WITH ---_ ALUM. 70 BE FAINTED OR PLATED. o 2. METAL STRUCTURES' o Z-� - A) STEEL : Fyn 36 KSI MIN. (STEEL 18 GA MIN. THICK - 0.048") EXTERIOR PCRIMETER WINCOW FRAME 8) ALUMINUM 6063-T5 MIN. 1 r7 E1 (AM' E E XTERI2 EXTERIOR (ALUM. 3.078MIN. THICK) SEALANT OR GRADE IFS PERIMETER CAULKING FRAME LIULLING •DRTAIf • � � � o :METAL STRUCTURE ATTACHMIaNT DETAIL •• ••• •• • • • •• yz,n Lp4t ........... PRODUCT REVISBU 1=0 •. m-oplyhm AY114 aBB Phwih H v '0.. Nil DdilylbA9 4r, N Ao"Pum ND� - .y��L', •.,Z N • ••• • • • • 'N' Deb•W I • • • • • • • • • BY. c S� • • • • • • • • • • Miami PlO&ct cm • •• • • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • DESIGN LOAD CAPACITY (PSF)-VIEW WINDOWS W/9H VENTS WINDOW # Jamb Anchors + / • Pressures (Pat) Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19,125 26.5 50.525 50.625 6 60.0 80.0 80.0 60.0 80.0 80.0 37 50.625 60.0 60.0 60.0 42 50,625 60.0 80.0 80.0 48 50.625 60.0 80.0 80.0 53.126 50.625 60.0 80.0 80.0 19,125 59 6 60.0 80.0 8D.0 26.5 59 80.0 80.0 80.0 37 59 50.0 80.0 80.0 42 59 50.0 80.0 80.0 48 59 80.0 80.0 80.0 .93.125 .59 60.0 80.0 _ 80.0 19.125 63 6 80.0 80.0 80.0 26.5 63 50.0 80.0 00.0 37 63 60.0 80.0 $0.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 8 1 60.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 80.0 42 74.25 1 60.0 80.0 80.0 _ 19.125 . 2-6 78 78 8 80.0 80.D 80.0 60.0 80.0 1 80.0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 1 79.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 4H VENTS WINDOW # Jamb Anchors + / - Pressures (pso Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 59 60.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 53.125 74.25 60.0 80.0 80.0 19.125 78 8 60.0 80.0 80.0 26.5 78 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 APPROVED "ONFIGURATIONS UN -EQUAL LITE DESIGN LOAD CAPACITY (PS - EQUAL LITE WWDOWS WINDOW # Jamb Anchors + / - Pressures (Pso Glass Type 2 Glass Type 3 Glass Type 4 Glass Type 6 Glass Type 6 Glass Type 7 WIDTH HEIGHT 19.125 26.5 26 28 4 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 37 26 80.0 80.0 60.0 80.0 80.0 80.0 42 26 80.0 80.0 60.0 80.0 80.0 80.0 48 26 B0.0 80.0 60.0 1 80.0 800 80.0 53.125 26 1 80.0 80.0 so.0 60.0 _ 80.0 80.0 19.125 26.5 38.375 38.375 4 1 80.0 80.0 60.0 80.0 60.0 80,0 80.0 80.0 60.0 80.0 80.0 80.0 37 38.375 80.0 BO.0 60.0 60.0 80.0 80.0 42 38.375 80.0 80.0 60.0 80.0 80.0 80.0 48 38,375 80.0 80.0 60.0 80.0 80.0 80.0 53.125 38.375 00.0 80.0 60.0 80.0 80.0 80.0 19.125 26.5 50.625 50.625 6 80.0 80.0 60.0 80.0 80.0 1 80.0 80.0 80.0 60.0 80.0 80.0 1 80.D 37 50.625 80.0 80.0 60.0 80.0 80.0 BO.D 42 50.625 80.D 80.0 60.0 80.0 80.0 80.0 48 .0.625 80.0 80.0 60.0 80.0 80.0 80.0 53.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 19.125 26.5 59 59 6 80.0 '80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 37 59 80.0 80.0 .60.0 80.0 80.0 80.0 __42 59 BO.0 80.0 " 60.0 80.0 80.0 80.0 48 59 -BO.0 80.0 - - - 80.0 53,125 59 BO.0 80.0 - _ - 80.0 19.125 26.5 63 63 6 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 37 63 80.0 80.0 60.0 8D.0 R.0 80.0 42 63 80.0 80.0 60.0 1 80.0 80.0 80.0 48 63 80.0 . 80.0 - _ 80.0 53.125 63 80.0 80.0 - - - 80.0 19.125 26.5 74.25 74.25 8 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 86.0 37 74.25 80.0 80.0 - - 80.0 42 74.25 80.0 80.0 80.0 48 74.25 80.0 80.0 1 80.0 53.125 74.25 74.0 77.0 80.0 78 78 8 80.0 B0.0 60.0 80.0 80.0 80.0 80.0 80.060.0 80.0 80.0 80.0 M 78 80.0 80.0 80.0 76 79.0 79.0 - 79.0 78 71.0 71.0 - - 71.0 y � a O q z_ � H M n i E. a O d z o m p N o Z 4 3 zw Q n o O z c J Z Ln c o toZ a a 4s e o O p Cz7 z Z i o U LE a UI o ca m a y Nau, O z ' • • • • � i i • • � � • Re,'yttlir Arrrd r No • i ; • 1M' • •• �. PRODUCr RISVISfip ��"•• u. E,. v.` ll 11Wyins wIW the Florida Bnildtag f\cccpWa W '43 G: • • • 1i>y,irrb• Oro $! ' U 4 0 • •!�/ • • •� \ By •/ • • • • • • • • �yr�,,, * ..•^ rye • • APPROVED CONFIGURATIONS - EQUAI ••• • • • • ••• • • • • • • • • • • • • ••• 0 0 0 060 0 FRAME HEAD L-7701 O .500 062 n-TF T—T 2.631 ( 6Ge3-75 ALUMINUM ) FRAME SILL L-7702 FIXED MEETING RAIL L-7704 FRAME JAMB 77— C VENT INTERLOCK RAIL VENT BOTTOM RAIL L-7705 L-7706 VENT JAMB RAIL O 160e3-Te AWM:NUM ) O ( 0003-Te ALUMINUM I L-7707 O( GW3-76 ALUMINUM ) l.3]S-- 2—` - 2.00a L 2062 .062-- +_ 1.165 G62 VENT SPRING LATCH GLAZING BEADL-7708 GLAZING BEAD L-7539 L-7711 06. O 16 -^.062 ( e003-T5 ALUMINUM I ( 0003-70 ALUMINUM I S --1 -OW ou .351 LL S 7,3 "'J .13 ( 0063-TO ALUMINUM ) O FRAME TOP CORNER FRAME .IAMR I E7AME ciLL O FRAME BOF-OM CORNR \ 3 O VENT TOP CORNER 9 VENT lAMQ RAIL PVFNT TOP RAIL GLAZING BEAD L-4204 l� • • • • ( eOCJ-Te�ALjUMINVM • • • • • JO VENT Reu • • • • VENT BOTTOM CORNER • • • • FRAME & SASH C4ER DITAII i • • BILL OF MATERIALS ITEM # PART # REQD. DESCRIPTION REMARKS I L-7801 1 ,FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7602 1 FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 I FRAME FIXED MEETING RAIL6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING (TOP> RAIL 6063-T6 ALUMINUM 6 -L-7706 I VENT DOT -CM (LATCH> RA[ 6C63-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE' RAIL 6063-T6 ALUMINUM B L-7709 AS REQD. GLAZING BEAD ( 3/B' ) 6063-T5 ALUMINUM 9 FS-006 AS REQD, FRAME ASSEMBLY SCREWS k8 X 3/4' P.H. PHILLIPS 10 -5-040 AS REQD. INSTALLATION SCREWS 414 X 1 1/4' F.H./PHIL Il L-7531 AS REO'➢. BULB VINYL WTS'P I/4' )IA. BULB 93033 12 PWS-003 AS REQD. FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS-005 JAS REQD. FIN SEAL WEATHERSTRIP .187'x.350' 14 PWS-009 AS REQD. FIN SEAL WEATHERSTRIP .187'x.310' 15 HE-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' l6 L-7711 AS REQ ➢. G-AZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS RCQ'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM ID 7-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 'c RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLOCK 4 TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 x, AS RED-D. GLAZING SILICONE SEE GLAZING 2 SHT. 3 24 x 2 -am[nated Glass SEE G-AZING DETAILS 25 HC-057-1 2 VENT LIFT LAT--H MOLDED NYLON 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 x 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC-026-1 1 SCREEN! FRAME 6 MESH 29 L-7730 1 PRODUCT LABEL 30 ■ M x x 31 SM-5504 .AS REQD. JOINT SEALANT SM-5504 32 x JAS REWD.1 PERIMETER ACRYLIC CAULK OSI PCLYSEAMSEAL ••• • • • • ••• • • • ••••• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as—plyi.& with fhe F'Iarldn Bail" Cads e�i uift 16" 02 p By 1 Miom' � tF i s 5-t u° d m 7p7 � � � U ! m ti M IAM I-DIADE NUAM-DAnE COUNTY M.-I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade. Wecoaomy 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 High Velocity Hurricane Zone.- .. • . DESCRIPTION: Series "HS-8700 (Flange -Frame)" Aluminum Horizontal SUM% WinddV" L.M.P' • • ; • .• .. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizq"L$olling Fj Ae ImpvJ::. Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C, date&02/10/17, prepared .by . manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Npami-lpade Counq Pro c . Control Revision stamp with the Notice of Acceptance number and expiratiorf bate by the 'Wiami Dads • • County Product Control section. : • • 0 . MI • s • • • • • • SSILE IMPACT RATING: Large and Small Missile Impact Resistant ..•.... • • . . • LABELING: Each unit shall bear a permanent label with the manufacturer'; name or Ijg4, ;Yty, state-,• : - series, and following statement: "Miami -Dade County Product Control Approved",iutless otherwise nojed..; herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed 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 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 and renews NOA No.14-0908.14 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0222.14 CMIAMWMME COUNTY Expiration Date: April 02 2022 .14 t fY Approval Date: April 13,2017 [�•i(( Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C dated 02/10/17, prepared by manufacturer, signed and sealed by Thomas J. 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, and 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. HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) • • • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading perTBC TAS0202-940 • • •, • along with marked -up drawings and installation diagram o�• $ space �z�s of •an6 0 • aluminum horizontal sliding window, XOX (1 /4-1 /2,114. and 1J3 -1 /3 - V35• configuration, prepared by Hurricane Engineering & Testing,• Ian., Tes•�to Anorts 19'o. • • HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-30190, HET112813223 and • • • HET-10-3225, dated 03/23/11, signed and sealed by Candid4;� ;ont, Prl • • • (Submitted under NOA No. Il-0705.10) ...... . • 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS -42Of-54 ....:. 2) Cyclic Wind Pressure Loading per FBC, JA4 U3-949 ; • • • • along with marked -up drawings and installation diagram of an alumiriiim. borizorital 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. HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, BETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under 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. (Submitted under NOA No. 11-0705.10) anu l Perez, P.E. Product( on of Examiner NOA No.17-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) S. 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 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, BETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font, P.E. (Submitted under 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 6 • • • • 5) Cyclic Wind Pressure Loading per FBC, T.A.S203-94 "" " • • ; • 6) Forced Entry Test, per FBC 2411 3.2.1, TA:j;0�-94 • �; along with marked -up drawings and installation diagram of 8.gAcimens of an . aluminum horizontal sliding window, XO configuration, prepas lay Fena34ation Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-3098'and FTI.' "64, • • ; • • dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signedWc;sealedby fuis Antonio Figuere o, P.E. ...... (Submitted under NOA No. 02-0227.05) • . . . . ...... C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127 08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/ 6, expiring on 07/04/18. Ma mTJ rez, P.E. Product C utro xaminer NOA No. 17-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 5th Edition (2014), dated February 16, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No.12-0127.08) 3. Laboratory compliance letter for Test Reports No. HETI-10-3047, F ETI-10-3048, BETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3051, HETI-10-3052% HETI-10-3053, HETI-10-3056, BETI-10-3057, HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10-3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No.11-0705.10) 4. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 11-0705.10) "" 5. Laboratory compliance letter for Test Reports No. HETI-08-*20331 HETr b$- 2034,"' G :' HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-205$. )IETI Q8 * 16A.. • ; • and HETI-08-2116B, issued by Hurricane Engineering & Ta"gl,.Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido.F' fit, P.P. • • • . 00000 • • • (Submitted under NOA No. 09-0706.05) "" "" ... ..... 6. Laboratory compliance letter for Test Reports No. FTL-3097:-3098•.�. 4: • • • FTL-3364, all issued by Fenestration Testing Laboratory, Inc.y.dated 12/06/1J1, 12/11/01 and 01/28/02, all signed and sealed by Luis Anton; Figueredoa �;; • • • • • • (Submitted under NOA No. 02-0227.05) ' G. OTHERS 1. Notice of Acceptance No. 14-0908.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 11/13/14 and expiring on 04/11/17. Manu P.E. Product Co rol E miner NOA .-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 E-3 00 D B Bl aA1 E\' D \� B Bl I L.A NOTE: . oX I 0 1)) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al. B. & Bl" REFER TO SHEET N3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D, & E" REFER TO SHEET #4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al i B Bi XDX -Equal Lite (1/3-1/3-1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B. & BI- REFER TO SHEET p3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET M6 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al E� D General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (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. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.), AND AS TABULATED ON SHEETS 8, 7, or 8. 4.) ANCHOR, CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETs pe, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6. 7 or 8). 8.) WINDOWS WITH CLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR CLASS TYPES. 9.) SEE SHEET S FOR DESIGN PRESSURES ON 'XO 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 'XOX- WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS, 18J SEE SHEET y 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS, 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. • •• • • • • ••• • XOX - Un-Equal Lite (1/4-1/2-1/4) • ••• • • NOTES: • • • • • • 1) REFER TO SHEET �2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. • • • • • 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al. B. & Bl" REFER TO SHEET d'3 • • • • • • 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D. it E" REFER TO SHEET p5 • • • • • • 4) REFER TO SHEET 7 OF LO FOR DESIGN LOAD CHARTS AND NOTES. • • • • 000 • SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS VRODUCT REVISFD • • m complying wide the FIMOA • • • • Ouilding Coda . . • • Acceptance Nor - o4Q2.14nn • • • •.. NK ira]ion OWaF` • • • • • • DY Miadt adelhodoeE 1 . . . . . . . . . . . .. .. . . . .. .. ••• • • • ••• • • 10 w 10 , n e0 M I r= 1D Nam c m N 3 O a zoo �oz DDoia o A z E � do o cn zz z zWs r'. z O w o I z � o 0 Vl x z `1 e zz O � o a 0 & oyy. O 4 W A-ImmI 7�• `a � 1t1 "d• TEST UNIT SIZE: III' X B3" * —, INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.E (13) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB -SEE GENERAL NOTE y3 A p4. T— 85 3/8' OVERALL FRAME WIDTH 04 3/9' INTERIOR FRAME WIDTH _.__ TVO ADDITIGNAL ANCHORS REQUIRED AT MEETING RAI FOR UNITS WITH DP ABOV ♦/- 70PSF (4 TOTAL) 5' Waz. W' M '� D.L.O. Ih ! 24 3 --L----- -b E JL=2 E 9 ANCHOR NOTES: S5 CC 1. SAME ANCHOR SPACING AT HEAD L SILL MUNY V'AAEF 414C BWNIAL , 2. TWD AEDITIONAL ANCHORS REGUREO,�I v/ S[LILONF. AND ARE AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. OP ABOVE 47DPSF / - 75PSF (4 TOTAL: yq1��T[S� ' XOX" WINDOW EQUAL LITE I -SET -VERTICAL CROSS-SECTION DETAILS 'A, Al, B, L BI' AT SHEET 13 'TEST UNIT SIZE: 111" X 53" 2. SEE HORIZONTAL CRDSS-SECTION DETAILS C, D, L E AT SHEET B5 INSTALLATION FASTENERS # 111' OVERALL FRAME WIDTH (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) 110' INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILL A Al REQUIRED AT MEE T;NG RAILS (14. AT FRAME SILL IF DP ABOVE 70.0) 6 EA. FRAME JAMB � FUR UNITS VIIH DP ABOVE /- 70P$F (4 TOTAL) I7" SF (C) AT *SEE GENERAL NOTE ,F3 k ,f4. rw�;7a •� r (NAx, O.CJ TEST UNIT SIZE: 74" X 83 INSTALLATION FASTENERS, (A) B AT FRAME HEAD (B AT FRAME HEAD IF I (B) B AT EA. FRAME BILL (B AT FRAME SILL IF DI (C) 5 AT EA. FRAME JAMB -SEE GENERAL NOTE 83 zCCORNERS) �.13 1/,/4. O.C. 1/I QL E 13 1/4' C.C. I, 13 I M x. D..0. Wi MAb_D.L.O. '' dth� � D %✓/ �// • I/ ��, ___• o • •/�• a e1 ANCHOR NOTES, } [ 1,�g L SAME ANCHOR SPACING AT HEAD L SILL /E..1LIES V.,tA N OL 2. TWO ADDITIONAL ANCFCRS REQUIRED AT • • • AS DfiTiONAL. • • • MEET NO RAILS FOR UNITS VITN OP ABOVE •70PSF / - 75PST' IA TGTqu 'XOX" WINDOW — UN—FiQUAL LITE II S CSVERTICAL CROSS-SECTION DETAILS •A, Al, B, L Bl' AT SWEET 03 2. SEE HORIZONTAL CRDSS-SECTION DETAILS 'C, D. L E• AT SHEET 05 5' �AT FARNERS) 13 I,,- C. 17 1/4,QC. JE• • • aL • • • • • • % • • • • • % • • • •• • • • •• 0 0 • 0 0 0 000 0 0 74. OVERALL FRAME WIDTH P ABOVE 70.0 13' INTERIOR FRAME WIDTH TWO ADDITIONAL ANLNORS REOL'[RED AT MEETING RAIL$ ABOVE 70.0) fW UNITS WITH OP ABOVE A A 1 •/- 70PSF (4 TOTAL) !— S' ((NAz `o.C.)� 4 1/2' ` - do /4. )—I,• (MAx. a.c. ..A; h 13 Vj 1 p 'YTS c 3 ANCHOR NOTES: I. SAME ANCHOR SPACING AT HEAD L $ILL V / EXT. L INT. FALSpL ay 14 2. TWO ADDITIONAL ANCHORS REQUIRED —\-- AT MEETING RAILS FOR TOT WITH OP ABOVE •/- IDP$F (, TOTAL) "XO" WINDOW EQUAL `COLy�IAL MUNTINS AR M EU W/ SILICON AND ARE AVAILABLE AS OPTIONAL. LITE � h ✓ NOTES, ( "OX" REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS 'A. AL B, L 11V AT SHEET 43 2. SEC HORIZONTAL CROSS-SECTION DETAILS C.D. L E' AT SHEET AI z SERIES-8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS - L.M.I. PRODUCT REVISED At 4anplyinB with The P6o" EtaUd4W Code / AecePlaDu IVD )!� FJ ,zpl Na] Dace . /A . 1/4' TAPCON W/ : 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 42 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EDGE DISTANCE _ � � e o A v ,a a A EXTERIOR GRADE—/ PERIMETER CAU:KING u � _ = EXTERIOR W y u S m Y N W 'D Q T_ LJ LJ a o z 3 3 O EXTERIOR GRADE - PERIMETER CAULK 1. ALL WOOD BUCKS ENGINEERED SEPARATELY L TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON 1 INDUSTRIES) MUST SUSTAIN LOADS IMPOSED _ BY THE G:A21NG SYSTEM 4. 1 1/4' MIN. a :a. ? EMBEDMENT °, 4 . d4.a o d' v d 1/4' MAX. SHIM SPACE AT YP.) e A t u d 1 �a E v Ad v a: a q 4 CLEAR SILICONE ADHESIVE BEDDING COMPOUND 34 INTERIOR VAT-0 GLASS STUCCO OVER METAL LATH NAILED TO EXTCRIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. EXT. GRADE PERIMETER--/ CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) EXTERIOR Al ALTERNATE DETAIL 2X 414 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET 42 FOR MAX. FASTENER SPACING) 1 1/4- 2% (MIN. EMBED.) TYP. 1/4' MAX. SHIM SPACE (TYP,) INTERIOR o � e i0 O 6 o n y m O A o �C D A,O o O `J M S 3 W 0 zo ii 0 zzd O W Cs. 2(L .� o °a �U o Fy ®z y j oO o u �W x O a F CO I v � x WOOD FRAME INSTALLATION DETAIL �6 7 w If�OW INSTALLATION NOTES s 6 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. u I ZO GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 4 N I " SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) ' d APPLIED WITH SILICONE [CONE 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO 4 SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK $ RM 2 SHEETS 44, 45, g 46. BY OTHERS (TYP.) $ m u u _ i z III • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 32 13 III MASONRY IS LESS THAN 1/B", SHIMS ARE NOT REQUIRED. �` 5 III �g B 1 ' • • • t 1 • • ANCHORS NOTE: EXT. GRA E ANCHORS TO BE 412 SMS OR WD. SCREWS INTO WOOD, OR .�.) CAULK .... •._ _.. 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., : ' WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR ' �- • • •• CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ' 1/4' MAX. < n d 1/4' MA.. •. ': 4 SHIM SPACE v a 4v ° SHIM SPACE IO IN. (TYP.) ^ d (TYP.) PRODUCT'REVISOD ° 1 I/4' MIN. uscomplying with Abe Fl"AA ' � its C ) val • a Nt c e • ....• • v • • EMBEDMENT . • E- FfuilAing Code (, •ryl fybh - I . Accepmnes No I . 1-« q 4 °'d� a• QQ• •y�[a a •q �. • i • EDGE D1SrANC �'�� • • • • • Lay A., OPTIONAL INSTALLATION DETAIL. AT "XO or OX" � • " Ll • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCKS BY OTHERS (TYP.) (BYINTEOTHERS)FINISH 914 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 82 FOR MAX. FASTENER SPACING) 2X I va• EM I I' MIN. EXTERIOR WALL FINISH--/ BY OTHERS (TYP.) STUCCO OVER METAL LATH NAILED TO - EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT DR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. 1. AL4_ �VOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 21 23 LAMINATED GLASS 1/4' MAX. 33 SILICONE ADHESIVE �,_ j SHIM SPACE BEDDINGINTER INTERIOR CTYP.) I :. .PT. WOOD BUCKS 1/4' MAX. A. SHIM SPACE A (TYP.) v I4 O q EXTERIOR 18 19 11 O EXT, GI D EXT. GRADE PERIMETER CAUL O CAULKING ND7 BY C LAVSON INDUSTRIES', TO BE APPLIED BY OTHERS ],�• MAX. (TYP.) ------ WINDOW FRAME BUCK WIDTH 74' MAX, --- WINDOW FRAME FLANGE WIDTH 30 31 8 8 22 � 21 5 LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE 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. "10" WINDOW EQUAL LITE ( "OX" REVERSED ) WIND W 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 SEAL W/ AA��JJ A.PPj OVJD EXTERIC2 GRADE CAULK BY OTH& •(TYf.7•. • • •. • ,�•(, . •• • WHEN TIE•GAP 9f�7'jEEj�'FiB ND W 0 A�JJ� THE BUCK OR MASONRY 15 L(;SS T�IW 14B',•SHIIS REjN&6REQUlVD. ANCHORS NOTE: ANCHORS 70 BE M12 SMS OR WD. SCREWS INTO WOOD, OR 1/4, TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A �1N11DtJF OF I JA _PE L~ ATION IfI wil6D OR CONC. (I*ZFER•TO LOAD•TABLE F R OUAJITJS.tEZIRE➢) • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. .(SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) x 4 a a J. 1 1/4. M N EMBEDNENT a a 1 1/8' MIN. EDGE DISTANCE A. a a. n VRODUCI RIiVISED as complying with the Florida Ouildiag Code Accepumce NDtQ KMfi4tjtmpet i i I 1 � 0 z z � q o z rn z I - a 8 O L a 0 Q U 0 x G i z O 0 O 000 w I x, I cai 6 4S M 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET tt2 FOR MAX. FASTENER SPACING) 1/4' MAX. 21 22 SHIM SPACE / ttYPJ - CLEAR SILICONE ADHESIVE 34 BEDDING COMPOUND .PT. WOOD BUCKS ,y LAMINATED GLASS = G M I/4' MAX. :J EXTERIOR SHIM SPACE (TYP.) O O � � 31 ° O00 4 v i 1/4' TAPCON W/ I I/4' MIN. EMBEDMENT INTO CONC. Z 0 1 h�` I `IX EMBEDMENT SEE ELEVATION AT SHEET R2 o o Z 'I FOR MAX. FASTENER SPACING) 0 y ' I MBEDM �T i 11 8 18 v ---- --- -- ;4- N. MIN 17 D N ME 28 ------- 71 -------------------- 1 1/8, MIN. _ EDGE DISTANCE O a 4 <' CAULK�DE O O EXT.. O 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 WINDDV FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN I/0-. SHINS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE M12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCDNS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM O. 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) FRAME BUCK WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN —EQUAL LITE • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT RBVISBD ae complying whh the FWft Buildi�Cude / Accopuno• NO fMlRn DBIC 2 Dy Min- DodePmdecy n �w � u DESIGN LOAD CAPACITY PS - OX orXO WINDOWS a $ 3 o WINi;lnchors # Jamb # H & S Anchors +I- pressures Glass "A" * 2 Glass T "B" * 2 Glass T "C" *2 Glass T "D" * 2 Glass a "E * 3 Glass T e "F" * 3 WIDTH + psf I - psf + psf psf + psf - + psf sf + psf psf + 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 M 1 y a o r > v k tEi w w a f 36 24 3 4 65,0 65.0 65.0 65.0 70.0 70,0 70.0 70.0 80.0 80.0 80.0 80.0 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80,0 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.6 80.0 80.0 80.0 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80,0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 W a ► ` z y ^ a 1 o z 5 " ors H z, 9 0 . w 0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70,0 80.0 80.0 80.0 80.0 36 48 4 4 1 65.0 65.0 65.0 1 65.0 70.0 70.0 70.0 70.0 80.0 8D,0 1 80.0 80.0 48 48 4 6 65.0 65.0 55.0 65.0 70.0 70.0 70.0 70. D 80.0 80.0 80.0 60.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.D 50.0 80.0 80.0 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 '" 80.0 . 80.0 80.0 80.0 24 60 5 4 65.0 65.0 65,0 65.0 70.0 70.0 70. 70.0 0.0 80.0 80.0 80.0 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80,0 80.0 80.0 48 60 5 6 65.0 85.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N Q g o x 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70. 70.0 - - - 26.5 26 1 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0. 80.0 80.0 BD.O 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 '• 70.0 70.0 80.0 80.0 B0:0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0. 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 m 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 1 80.0 80.0 u ' g ' g 63.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 1 80.0 80.0 74 38,375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70,0 80.0 80.0 80.0 80.0 4 a 26.5 50.625 5 4 65.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 * ,w 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 b 53.125 50,625 5 1 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 . 80.0 80.0 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 0.0 70.0 70.0 80.0 00.0 80.0 80.5 $ ; 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80, 0 80.0 a 80.0 80.0 g a 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 F 80.0 807 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 4 26.5 63 6 4 65.0 1 65.0 1 65.0 1 • .0 • •70D • • 4706 • 70.0 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 ' .0 ' 70.0 70.0 80.0 80.0 80.0 80.0 53.125 63 6 6 65.0 65.0 1 65.0 1 6✓0 • •70!0 • • 90.E • 70.0 70.0 1 80.0 80.0 80.0 80.0 74 63 6 1 8 65.0 1 65.0 L 65.0 5.0 6wo 0. Notes * 1.) SEE SHEET B FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. °scnmplyngwilh wya� y t. '%'�`:' 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW Bw]db4 (WINDOWS WITH CLASS TYPES "A, B, C. & D") • • • • • • • • • •L A=pumu -Nor20 SILL RISER - OPTIONAL Expirnt0'*APPLIED WITH SILICONE 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP FOR DP ABDVE +70.0 PSF (WINDOWS WITH CLASS TYPES -E, & F") AND +80.0 DP MAX. • • • •ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON • ••mi. i Dade p (+B0.0 DP MAX.)WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF t�•4a• i 4.) WINDOWS WITH GLASS TYPES "A, C, OR C" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. as Xa ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7 vv 00 i o I I 1 52.0 52.0 65.0 1 75.0 65.0 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 84 48 4 8 52.0 52.0 65.0 76.0 65.0 96 48 4 10 52.0 52.0 65.0 75.0 65.0 108 48 4 11 - 52.0 52.0 65.0 75.0 65.0 60 60 5 7 52.0 52.0 65.0 75..0 5.0 72 1 60 5 7 52.0 52.0 '65.0 75.0 65.0 84 60 5 8 52.0 52.0 F 65.0 75.0 66.0 96 60 5 10 - 52.0 52:0 1 65.0 75.0 65.0 108 60 5 11 - 52.0 52.0 1 65.0 75.0 65.0 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75,0 65.0 74 38.375 3 7 80.0 80.0 8 0. 0 80.0 65.0 75.0 65.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 74 58 5 7 52.0 52:0 65.0 75.0 65.0 74 63 5 7 -52.0 52.0 65.0 75.0 65.0 79.5 26 3 9 52.0 52.0 65.0 MO 65.0 79.5 38.375 4 9 52.0 520 65.0 75.0 65.0 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 106.25 60.625 4 11 52.0 52.D 65.0 75.0 65.0 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 111 26 3 11 - 52.0 52.0 65.0 75.0 65.0 111 38.375 4 1 .11 1 1 52.0 52.0 65.0 75.0 1 65.0 111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 111 58 5 11 52.0 5 5 65.0 111 1 63 5 11 52.0 52.0 • • li5!0 • • T5.0' 65.0 Notes ! . I.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW(INOWS WITH TYES- DWITH • • • • 3.) SILL RISERG DAPT RP ARELASS FOR WINDOWS) ABOVE +70.0 DP • • • ) • f/ • • j j (WINDOWS WITH GLASS TYPES -E, & F") AND +80.0 DP MAX. • • �/ • / // ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON • • • • • • • • • • • WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF late • • • -e • • 4.) WINDOWS WITH CLASS TYPES "A, C. OR G" INSTALLED ABOVE 3OFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX - aL=Lq el LIL' • • • • • • • • • • • •• •• • • • •• •• 52.0 52.0 52.0 52.0 65.0 65.0 52.0 52.0 65.0 52.0 52.0 65.0 52.0 52.0 65.0 52.0 52:0 65.0 52,0 52.0 65. 52.0 52.0 65.0 52.0 52.0 65.0 52.0 52.0 65.0 52.0 52.0 65.0 52.0 52.0 65.0 52.0 52.0 65.0 52.0 52.0 65.0 52.0 52.0 65.0 52.0 52,0 65.0 52.0 52.0 65.0 52.0 52:0 65.0 52.0 52.0 65.0 52.0 52.0 65.0 52.0 52.0 65.0 52.0 52.0 65.0 32.0 52.0 65.0 52.0 52.0 65.0 52.0 52.0 65.0 52.0 52.0 65.0 52.0 52.0 1 65.0 i2.0 52.0 1 65.0 "G. n + 2 b o M ro to e y m �a�'v o iti ^ C o a G Z #4v s zW o o �W= ! $ ` z (`��,,. a..o A a UI �i z Z 0 z �; E- 6 7 0. cr m c �a o o z C) x F =... x o roc 0 n c 0 o ° . sf 75.0 75.0 75.0 75.0 75. 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 7510 7&0 75.0 75.0 750 75.0 75.0 75.0 75.0 75.0 75.0 ` g 5 �& U w •" N� W n ' . 75.0 75.0 75.0 75.0 m O fy u 75.0 75.0 75.0 75.0 75.0 75.0 7 5.0 75.0 75.0 ��ah 16e Fluids 10 I - (e Pkduc \\� 20 SILL RISER - OPTIONAL ! \ APPLIED WITH SILICONE I I FOR DP ABOVE -70.0 PSF \ 2 ! (+80.0 DP MAX.) DESIGN LOA D CAPACITY (PSF) - XOX WINDOWS with Equal Lite (113-113-113) + /- Pressures (pso a � - FRAME SIZE # Jamb # H 8r S Glass Type "B" ( 2) Glass T pe "C" " 2) Glass Type V' (" 2) Glass Type "E" (" 3) Glass Ty e "F" (" 3) Glass T pe "G" " 2 v z WIDTH HEIGHT Anchors Anchors + sf . psf + psf _ p + p _ + sf . psf + p . psf + psf - sf . Co y 3 :3 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ¢ W 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 20� s • 60 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 v c x 72 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z. >. o 6 o Z C4 rn 84 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a .o 60 d48 4 7 520 52.0 .65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 t 7 0 0 72 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 i z 84 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 $5.0 75.0a 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0, F 72 60 5 9 52-0 52.0 65.0 75.0 1 65.0 75.0 52:0 52.0 65.0 75.0 z 3 d 84 60 5 9 - • 52.0 52.0 65.0 75i 0 65.0 75.0 52.0 52; 0 65.0. 7510 0 a 53.125 - 26 3 6 80.0 80.0 80.0 80.0 65.0 - 75:0 ' 65.0 75.0 52.0 52.0. 65.0 75.0 s 53.125 38,375 4 6 6 80.0 80.0 80.0 80-.0 65.0 75 0 65.0 75.0 52.0 52.0 65.0 75.0 � W .. � .9 x g 53.125 50.625 4 70.0 -75.0 70.0 7510 65.0 75:0 65.0 75,0 52.0 52.0 65.0 75.0 53.125 58 5 6 - 52.0 52:0 65.0 750 65.0 75;0 52.0 52.0 65.0 75.0CIO 53.125 63 5 6 . - 52.0 52:0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �j p x 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52,0 " 65.0 75.0 6,4 z 74 .50.625 4 9 - 52.0 .52.0 65.0 . 75.0 65.0 75:0 52.0 52.0 65.0 75.0 " 74 68 5 9 - - 52.0 52s0 65.0 75.0 65.0 75:0 52.0 52.0 65.0 75.0 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ' 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 -�� 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �' N 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 7. 5 0 52.0 52.0 6 0 5. 75.0 � s o N 0 79.5 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ n ;� � �• 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ _ : 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 - - 52.0 52.0 : 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 )a a 84 58 5 9 - - 52. 0 .. 519. .65.0. • W. 0 • • 65.0 75.0 52.0 52.0 65.0 75.0 qq k 84 63 5 9 - - 52.0 52.0 • • 5 • • 5. 65.0 75.0 52.0 1 52.0 65.0 1 75.0 • • • • •• ••• •• Notes (*): 1.) SEE SHEET 8 FOR GLAZING TYPES, DETAILS k SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A. B. C. k D-) • • • • • 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • • • • (WINDOWS WITH GLASS TYPES "E. h F") AND +80.0 DP MAX. • • • ADDITIONAL ANCHORS REQUIRED AT FRAME. HEAD k SILL ON • • • • WINDOWS WITH DP ABOVE 70.0, (SEE ELEVATION AT SHEET 2 OF 10S• • • • • 4.) WINDOWS WITH GLASS TYPES -A, C. OR G- INSTALLED ABOVE SOFT. • • • • RODUCT REVISED . ' scomoyinsvnz;hdieFkdb �; m;'. - 0uddmgCode rl• p_ i. . ie Data yCj ,•,i :: ,:i :o Y 20 SILL RISER - OPTIONAL e ,14 i DodeProdnct APPLIED WITH SILICONE l FOR UP ABOVE +70.0 PSP l i (+80.0 DP MAX.) °i°°°• .• IN THE HVHZ. THE LG. EXTERIOR LITE SHALL BE TEMPERED. XOX -Eti elLite lt"~/ q 1' d G • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• SILICONE OPTIONS, OOV CORNING A" SCNNEE-MOREHEAD 5731 TRENCO SPEC tRIP1 2 DjA�a• LAMINATED GLASS COMPOSITION - TYPE B ITEM OLAp DESCRIPTION DETAIL - -+ _ _ uIr LAMINATE DESCRIPTION 1 2 1/9' ANNEALED GLASS 0.090' RAST[C NTERLAYCR SAFLEX vyB by EAstnvn Chtnlcal c 3 111W ANNEALED GLASS LAMINATED CLASS COMPOSITION - TYPE D ITEu CM.—T.— DETAIL 4MINATE OEECEIPTION 1 1/B' HEAT-STRENGKTENED GLASS { - - - 2 0050' PLASTIC INTERLAYER 1/8' NEAT-STRENGHTENED GLASS I _ _ EyTADITE PVB by NVr4roy Mtrka. Inc. LAMINATED CLASB COMPOSITION - TYPE B ETEN ! DESCRIPTION ` LAMINATE DCSCRIPSIDN 1 I/s' HEAi-STRENGMTEN[D GLASS 2 S 0.090' PLASTIC INTERLAYER Y 1/0' HEAT-STRENGHTENED ELASS ----OCFA16 A 'il''?-,c.}�L--,j•`-• -_ (D0Q.1T Sy41 PVS by EAstncn Chenleal cb: LAMINATED GLASS COMPOSITION - TYPE P REM CLASS DESCRRTIDN DETAIL LAMINATE DEBCPIPTION ANNEALED CLASS - -_ _ -- IJtr EUiA[17E PVB by KvraraY Anprlca, lnc. L 0.090' PLASTIC INTERLAYER 1/8' ANNEALED GLASS 19 18 34 •SILICORE 0PTICINS', DOV CORNING B99 SCMNEE-MOREHCAD 3731 j} 0.60DTRENCO SPECTIEW P GLAZING DEPTH INSULATED LAMINATED CLASS COMPOSITION TYPE A ITEM cum DESCRIPTION fUEFAIL - - (DaNO JUMINATE DESCRIPTION l l/11' ANNEALED CLASS SAFLEX PVB by Eaatnan ChtnicAl ea L 0.090- PLASTIC INTERLAYER 7 Vil' ANNEALED CLASS 4 I/4• INSUATED AIR SPA[[ 5 .1/9' ANNEALED GLASS TN) ALUMINUM MULLION SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND VAX. DESIGN PRESSURE UMITATICNS. ;ALUM, 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GCVER.N -M III X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION At SHEET 12 FOR MAX. FASTENER SPACING ANI DP TABLES FOR QUANTITY) EXTERIOR GRADE— WINDOW FRAME 'ERIMETER CAULKING EXTERIOR E2 FRAME MULLING DETAIL.. SEE MJLUON APPROVALS FCR - MULLION TYPE, SIZE AND MAX. DE -SIGN PRESSURE LM'TATIONS, NOtE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN' 1/4', MAX. 1 12 S.D.S. X ' 1/4" L. $HIM ((J��(�--(SEE ELEVATION AT SHEET /2 I INTERIOR iL9"'il FOR MAX. FASTENER SPACING) PERIMETER—) -WINDOW FRAME NOTE: SEALANT EXTERIOR I ALUM.TTUL BEPAINTAOT ORI PLATED. 2. METAL STRUCTURES: A) STEEL : Fy . 36 KSI MIN. INSULATED LAMINATED CUSS COMPOSITION TYPE C (StEEL 18 CA, LAIN. THICK - OA48") REM cuss OEECMIRTION DETAIL LAMINATE DESCRIPTION (A ALUMINUM IN. THIS MIN. i I/11' ANNEALED GLASS 1 (ALUM. 0.07D" MIN. THICK) e 0.090' PLASTIC INTERLAYER - ©- L EI METAL STRUCTURR ATTACHMENT D •TAI 0 1/0' ANNEALED GLASS OUTACITE PVB by 4 1/4• INSULATED AIR SPACE - - _,. KKraray Anerte, Inc. • • 000 • • • • • • • 5 WE' ANNEALED GLASS CN) WIr • • • • • • • • INSULATED LAMINATED GLASS COMPOSITION TYPE C RIM CWE DESCRIPTION DETAIL Q ,I/4• LAMINATE DESCRIPTIOV 1 1/9' HEAT-STRENGHTENED GLASS EUTACITE P.D byKurlray An rhv, Inc. L 0.090- PLASTIC INTERLAYER 3 I/B' HEAT-STgENGHTENEO GLASS �r '�= - -- �- � Aa)a 4 I/4' INSLLATED AIR SPACE 5 1/11' ANNEALED GLASS IN) (A) VINDOVS WITH CLASS TYPES •A, C. OR G' INSTALLED ABOVE 3OFT. :N THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEHPERE➢. HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM M PART / REQD. DESCRIPTION REMARKS I L-7733 1 FRAME HEAD 6063-176 ALUMINUM 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 I FRAME FXO. JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 I VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 I FRAME VENT JAMB 6063-T6 ALUMINUM 0 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM !0 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM It L-7708 AS REO'D. GLAZING BEAD C 3/8' ) 6063-T5 ALUMINUM 12 FS-006 AS REO'D. FRAME ASSEMBLY SCREWS DO X 3/4' P.H. PHILLIPS 13 F$-040 AS REOD., INSTALLATION SCREWS 1X14 SMS F.H./PH(L. 14 L-7531 AS REWO. VINYL BULB 1/4- DIA, BULB 43033 15 PVS-O03 AS REQ'D. FIN SEAL WEATHERSTRIP .167' r x .230' n 16 1 PWS-005 AS REO'O. FIN SEAL WEATHERSTRIP .187'. e z .350' h 17 PWS-009 AS REO'0, FIN SEAL WEATHERSTRIP .187' r x .310' h 18 L77711 AS NEO'0. GLAZING BEAD ( INSULATED) E063-T5 ALUMINUM . 19 PVS-001 AS RELIT. PILE 2 GLAZING BEAD .167' n x .150' h '20 L-8706 AS REG'D. SILL RISER ADAPTER 6063--5 ALUM,- OPTIONAL 2i L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 I x LATCH LATCH SPRING STAINLESS STEEL 24 z 2 SI_L/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS-041 2 SILL RAIL ASSEMBLY SCREW RB X 2 1/4' PH./PHIL. 26.1 HC-044-1 2 WEEP FLAP 6 BAFFLE A 26.2 HC- I X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2• L. 27 1-C-040-1 2 SASH ROLLER E HOUSING x 20 HC-026-1 I SCREEN FRAME 9, MESH 29 a 1 ATTACHMENT SCREW a CLIP E8 X 5/8' S.D.S. 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 33 x 2 LAMINATED GLASS See Deta4s @ L.H. of sheet 9 34 s AS REO'D. [LAZING SILICONE See Deta9s P L.H. or sheet 9 35 OPTIONAL AS REO'D. COLONIAL FALSE MUNTIN ALUMINUM 36 SM-5504 AS RECT. JOINT SEALANT 37 ■ AS REO'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAI • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • O E 00 O O 1RJ! ka n h F o m w o C ar. C � m 3oM Z Q W o Z O z o 2 � CS o i z d t- j Oi e o z � 0 �ppp �~ c a o N c N. C Dj tC > O ai F O t7 U p 2 � U L z W co « � h aw u i 9. LI E i PRODUCT REVISED / IN a wW hP Florida t3) Ds ORlnpy'RtE , DaiItNDE Code Date �y" Accopulnce NO.L 0dln ?Li 2 � RY Ntietnl ePNMSac:t & ij a �LIFEnET • •• •• • • • •• •• ••• • • • ••• • • FRAME HEAD L-7703 1•�{ FRAME FIXED JAMB L-7701 SILL TRACK L-8702 FR—"'''�� u osz A93 '� FRAME TOP CORNER h � O o z Z E_ 5 z.s43 a}4 V, < o� a o C a6a tcsi SILL RETAINING CLIP L-8705 T '� 3 �` d i > L439 10 L466 a FRAME NFwn VENT fOP RAJ FRMIE .AMA c c z o D z O rn z c 'c 0 FRAME. SILL L-8701 FRAME VENT JAMB L-8703 O :zl 0 .784 FRAME EOTTOM s VENT SPRING LATCH L-7539 Aye 21 O .062 •a37y A� CORN R VENT TOP CORN R FRquF uFETINp p/, i •� FRAMESILL.oil ,\ H ly , o, r E-• O N a c ab43 - VEN7g a y `•� �cni > ecxaa> 11 a a lu) e O g 5 �a '0 . b9a 1 .750—a VENT INTERLOCK L-7705 O RAIL FIXED MEETING RAIL L-7704 VENT TOP/BOTTOM RAIL L�-�7707 S .aa P.06a O A6a I I a as W7S i O vEni a07TIM a n l FRAME [III / M 71N • RAIL •u cll I VENT BOTTOM CORNER � - !J .IY2 L504 I z Y V w75 L .oca u65 FRAME & SASH CORNER ASSEMBLY DETAILS � Z Z VENT JAMB RAIL L-7706 U$ SILL ANCHOR CLIP L-8830 • •� • • • •• • • • • • • • • • • • • • • • • • • • SILL RISER CLZIN00 JAD • ADAPTER •L-•7119• L-8708 `�yliefai7p, �� +s,•, ♦�� 'La,.;I,}i°t,, "�' 0 L-7708 18 20 '•'•. L000 L430 .062 aBS L � 2794 1 1 0 • • • • • • • • A5� • .a5o • • • • • • • • • • 0 • • • •fl PRODUCT REVISED n Complying "ith an "Xide Building Code .Accepu0rw N0 �• •QZ 2.�4.. L#Fw*mn.0 V2 +iF u� 6i1 . m �. 1.E35 ••• _ �•• •773 • • •773 430 Wr Mim;nllP.MCNO • �� F C ••• • • • • u• • - • a • • • • • • • • • • ••• • • • ••• • • Miami Shores village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 09-13-2017 Permit No. 17-1988 1. Provide copies of microfilms for the building. Any changes and or modifications made without permit should be treated as illegal work and should be legalized under this permit. 2. Laundry room and office should be elevated to 8" above the highest of the crown of road, back of sidewalk or base flood elevation for the area. 3. Cloud in all changes. Do not remove void sheets. Ismael Naranjo, BO, CFM Building Director. r . s M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 8/4/2017 Permit No: RC-8-17-1988 ELECTRICAL REVIEWER COMMENTS Is electric service 150 or 200amp.? Riser states 150 and meter at 200. Is the meter a combo meter main with a 200 amp. main? Existing 3 #3 awg conductors are only rated for 110 amp. Add arc fault protection. Show the location of meter and panel"A".. Put D/W receptacle under sink. Recessed lighting if used to be I. C. rated N. E. C. 410.116. Michael Devaney Chief Electrical Inspector Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. HOLD HARMLESS PROPERTY LOCATED AT: 34q Nl: I s I e C owner of the subject property, Permit number 3$ RC 1-4— t aSp) would like to request an early start permit as allowed under section 105.12 of the 2014 Florida Building Code for the scope of work delineated in the building permit application and plan prior to the final approval and issuance of the permit, provided the work does not proceed past the first required inspection. I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from missed inspection of the above mention permit. I furthermore assume responsibility for the correction, if required, of work performed under the above permit. RECEIVED S c 4-Pk n W to gig Q�k (Print Name) (Prime Contractor -qualifier) State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 19 day of Notary Public, State of Florida at Lar O"'* f Ou", ANDY W DUENAS r C. MY COMMISSION # GG 081616 EXPIRES: March 12, 2021 N917 p.WV) Bonded Thru Budget Notary Services Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: 1.1 — DATE: 11-I ° 1�_ Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: 34c� o 6 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Bui Acknowledged by: to cue permitting process. o tin (z'�_ PERMIT CLERK INITIAL: Lz�� RESUBMITTED DATE: PERMIT CLERK INITIAL: Arlenis Silvera From: Arlenis Silvera Sent: Monday, August 21, 2017 8:54 AM To: Marie Grosh (mgrosh@mccinnovations.com) Subject: Need to request a file. Good Morning Marie, Hope all is well on your end. We are doing good. Kind of slow, but taking advantage to catch up. We are needing a file: Box_284 Address Permit Sub -Permit 349 NE 99 ST RC16-3405 EL17-927 WS17-1123 PL17-928 Please send it as soon as possible. Thank you!! Best Regards, Arlenis Silvera Permit Clerk Supervisor t k M11�YT fte s icy Ilt Miami Shores Village 10050 NE 2 AVE Miami Shores, FI 33138 305-795-2204 www.miamishoresvillage.com Tu pack Rhea, P.E. Professional Engineer; Florida Registration # 40217 12420 SW 33 Street, Miami, FI 33175, Phone 305 569 0191 Fx 305 456 2379 tunack@tupack.net Miami, October 10, 2017 Miami Shores Village ...... • • • • .... ...... Building Official Attn.: Ismael Naranjo .... ...... . • • • .. . ..... ..... Ref: Front porch's Beam at .. .. .. . ...... • 349 NE 99 Street . . . . ...... Miami Shores, Fl. • Permit # RC 171988 • • • Mr. Naranjo: As per our conversation I inspected the beam above mentioned and found that: The beam is made of concrete and good condition. Furthermore it is in concordance with the original microfilm. If you have any question, please do not hesitated to contact us, Eq '�• �i(:er � C •• � Cr V y I � • T' I • ' W = . W •Z - N q�; Z Attached: Pics Certificate of Completion Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department Description: BUILD UP A NEW CLOSET, REPLACE BATHROOM FIXTURE REPLACE KITCHEN CABINET, RELOCATE LIGHT FIXTURE; REPLACE WINDOWS Permit Type Building (Residential) Bldg. Permit No. RC-8-17-1988 Owner MIAMI SHORES 349 NE 99 STREET CORP Contractor ALZATE CONSTRUCTION INC Subdivision/Project Date Issued 05/30/2019 Construction Type V-B Occupancy Single Family Square Footage Location 349 NE99ST Miami Shores, FL 33138 Type 2,200.00 Flood Zone X If the building is located in a special flood hazard area documentation of the as -built lowest floor elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores Village. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. Building Officials Approval Not Transferable POST IN A CONSPICUOUS PLACE 'rJ- Ismael Naranjo, CBO 'INSPECTION RECORD, POST ON SITE Perinii NO. R C 8 7" G`$ Miami Shores Village Permit Type: Residential Construction 10050 N.E 2nd Avenue Miami Shores. FL 33138-0000 Work Classification: Alteration Phone- (305)195-2204 Fax t305)756-8972 Issua Date: 10/25/2017 Expires: 04/23/2018 INSPECTION REQUESTS: (305)762-4949 or Log on at https://tldg.miamishoresvillage.com/cap KEQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Constructi Owner's Name: — -PUN - t, _ :, Job Address: Bond Number: �. Parcel #:1132060135510 Owner's Phone: (786)333-9096 Total Square Feet: 2200 Total Job Valuation: $ 45,000.00 WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:0013M. SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. r k, a q 4 C (of e NO INSPECTION INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED PLANS ARE READLY AVAILABLE. I f iS THE PERMIT APPLICANT'S RESPONSIB:LITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE 1_IABLE FCR EXPE-NSF EN i AILED IN THE REMOVAL OR REPLACEMENT OF ANY MATFRIAL REQUIRED TO ALLOW INSPECTION WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF comMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE O COMMENCEMENT. INSPECTION RECORD STRUCTURAL INSPECTION DATE I INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing ,{ Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance DOCUMENT Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWSDOORS INSPECTION DATE INSP Attachment PUBLIC WORKS DATE INSP Excavation ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling R Rou Tele one Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL COMMENTS l Final Sprinkler Final Alarm INSP DATE I INSP Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backf low Preventor Catch Basins Condensate Drains HRS Final P M 0 - P -1A PLUMBING COMMENTS INSPECTION Underground DATE I INSP Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool HeaterAr Final Vacuum r4 I CAL COMMENTS May 14, 2019 Village of Miami Shores Building and Zoning Department 10050 NE 2"d Avenue Miami Shores, Florida Attn: Building Official Re: Special Inspection Location: Residence 349 NE 991h Street Miami Shores, Florida 33138 Dear Sir; Edward A. LANDERS, P.E. CONSULTING ENGINEERS Permit # RC 8-17-1988 This letter is to certify that we have inspected the installation of the wall framing and drywall at the above referenced residence. The walls were both existing and new. The existing walls had partial replacement framing and drywall in several sections due to the closing of existing door openings. All existing walls were completed in compliance with the 2017, 6th Edition, Florida Building Code. Please call if we can provide any additional information. ��t941li471®JOIi Very truly ur F ,.. E • , s e Edward A. anders, P3xu° ; ,� ; LU W _ President /9 '•.. FLOP'. •' �• 7850 NW 146TH STREET, SUITE 509 * M[AM 1 LAKES FL 33016 * PHN: (305)823-3938 * FAX: (305)823-9355