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WS-17-304 Permit NO. WS-2-17-304 `S�ORE,s yam` Miami Shores Village Permit Type:W➢ndows/Sh utters 10050 . .2nd Avenue NE NE2 `Pen ork Classification?:Window/Door Replacem " Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 <oR,Dt• ration: 08/12/2017 Issue Dater 2/13/2017FExpi Project Address Parcel Number Applicant 9020 NE 8 Avenue Number: 3D 1132060420440 Miami Shores, FL Block: Lot: ELADIO CURIEL Owner Information Address Phone Cell ELADIO CURIEL 9020 NE 8 Avenue (305)419-1313 MIAMI SHORES FL 33138- 9020 NE 8 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 7,240.00 GENERAL IMPACT GLASS&WINDOW (305)558-8103 Total S Feet: 124 q Type of Work:REPLACEMENT OF GLASS IMPACT DOORS A Available Inspections: No of Openings:4 Inspection Type: Additional Info:REPLACEMENT OF GLASS IMPACT DOORS A Window Door Attachment Classification:Commercial Final Scanning:4 Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.80 DBPR Fee Invoice# WS-2-17-62856 $2.10 02/07/2017 Check#:20952 $50.00 $ 199.00 DCA Fee $2.10 Education Surcharge $1.60 02/13/2017 Check#:20953 $ 199.00 $0.00 Permit Fee $140.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $12.00 Technology Fee $6.40 Total: $249.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zon er e, I authorize the above-named contractor to do the work stated. February 13, 2017 Authorized Sig atur :Owner / Applicant / Contractor / Agent Date Building Department Copy February 13, 2017 1 A Miami Shores VillageaB7 D Building Department 17 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S� FBC 20 P BUILDING Master Permit No.Vy PERMIT APPLICATION Sub Permit No. 1�4BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP G� o, Q �Q�� CONTRACTOR J DRAWINGS JOB ADDRESS: C O.CJ KJe p %/ Waiw City: Miami Shores County: Miami Dade Zip: -3 Folio/Parcel#: J4— 3203 - O V Z•' Oy V• Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name(Fee Simple Titleholder): �X_G �(. Phone#: �+�v )-3 2-`J Address: U \ /� - Q City: SAM 5 Stater/ Zip:�3 {) a° A Tenant/Lessee Name: : Phone#: ( n Email: / o 6yrl'rC� e, f t _ CONTRACTOR:Company,Name: v"- Phone#: 3ff -SJ8''f��3 . Address: /U w City: ' State: Zip:33olV Qualifier Name: G Cr1y Phone#: State Certification or Registration#: 6/' 11 ,�J 1 `1 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value T Value of Work for this Permit:$1 2��_ � Square/Linear Footage of Work: A2 Type of Work: ❑ Addition ❑ Alteration El New ❑ Repair/Replace ❑ Demolition Description of Work: `-Ci✓�� QiV` S �� dnae Cos / k0 s Specify color of color thrru tile: p Submittal Fee$ Sd P"1 ( Permit Fee$ Q O CCF$ _25( CO/CC$ Scanning Fee$ 1/zRadon Fee$ f ( DBPR$ Notary$ Technology Fee$ �/) '"\� Training/Education Fee$ Double Fee$ �— Structural Reviews$ Bond$ ��— ..0 TOTAL FEE NOW DUE$ (Revised02/24/2014) 1 , Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." r Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ' Signature OWNER orA CO RACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this N day of V 20 l by � —day of �� 20 16 by (04(6 y a who is personally known to p)Z who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who id to a an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: (� Print: `Ga G1 Irk Print: 'v1*6&60 Seal: ELIZABETHMAIRENA Seal: =+ .� �"w, MANUEL I PAGUAGA MY COMMISSION#EE 875315 EXPIRES:February 17,2017 's Notary Public State 01 Florida Bonded Thrutdotary Public Underwriters Commission#F FF 998578 ********** *********************************** * *MWO W* St $#*2020 �m APPROVED BY I� 1 Plans Examiner Zoning / > Structural Review Clerk (Revised02/24/2014) 11/11/2016 Property Search Appl i cati on-Mi am i-Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On: 11/11/2016 Property Information T5 Folio: 11-3206-042-0440 - s. Property Address: 9020 NE 8 AVE UNIT: 3D Miami Shores, FL 33138-3200 Owner ELADIO MUNOZ CURIEL Mailing Address 9020 NE 8 AVE UNIT 3D MIAMI SHORES,FL 33138 USA Primary Zone 3000 MULTI-FAMILY-GENERAL ,LI Primary Land Use 0407 RESIDENTIAL-TOTAL VALUE CONDOMINIUM-RESIDENTIAL a y Beds/Baths/Half 0/0/0 Floors 0 Living Units 0 Actual Area Sq.Ft . � N Living Area 1,024 Sq.Ft e Adjusted Area 1,024 Sq.Ft Lot Size 0 Sq.Ft Taxable Value Information Year Built 1973 2016 2015 2014 County Assessment Information Exemption Value $39,709 $39,260 $38,750 Year 2016 2015 2014 Taxable Value 1 $25,000 $25,000 $25,000 Land Value $0 $0 $0 School Board Building Value $0 $0 $01Exemption Value $25,000 $25,000 $25,000 XF Value $0 $0 $0 Taxable Value 1 $39,709 $39,260 $38,750 Market Value $120,021 $109,110 $63,750 City Assessed Value $64,709 $64,260 $63,750 Exemption Value 1 $39,709 $39,260 $38,750 Taxable Value 1 $25,000 $25,000 $25,000 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $39,709 $39,260 $38,750 Save Our Homes Cap Assessment Reduction $55,312 $44,850 Taxable Value 1 $25,000 $25,000 $25,000 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $14,709 $14,260 $13,750 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous OR Book- Price Qualification Description Board,City, Regional). Sale Page 01/26/2013 $75,000 28460-4854 Qual by exam of deed Short Legal Description Financial inst or"In Lieu of Forclosure" MIAMI SHORES CONDO 12/27/2012 $35,000 28426-1125 stated UNIT 3-D-3RD FLOOR 05/10/2012 $50,100 28124-4102 Financial inst or"In Lieu of Forclosure" UNDIV 1.89189% INT IN COMMON stated ELEMENTS 12/13/2011 $200 27947-4584 Financial inst or"in Lieu of Forclosure" stated CLERKS FILE 73R 187347 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: r � Miami Shores Condominium Association Inc. 9022 NE 8"h Ave., Miami Shores, FL 33138 January 24,2017 To Whom It May Concern, This letter will serve as approval from the Board of Directors of Miami Shores Condominium Association Inc. for Eladio Munoz Curiel located at 9022 NE 8'Ave. #3D,Miami Shores,FL 33138 to have General Impact Glass&Window make only the following alterations to Unit#3D: 1. Install 1 window and 3 doors impact 2. Frame is bronze powder with clear glass If you have any further questions please feel free to contact Rafael DeLaRosa at our management company,Regatta Real Estate Management, Inc. His office number is 305-673-1940. Sincerely, Name:Rick Aller Property manager for Miami Shores Condominium Association Inc. Sworn and subscribed before me this ,25 day of 2017. Produced Identification ID 1 Personally known by me o"%" DAVID C.CLATTENBURG �t•: Notary Public-State o1 Florida Commission#FF 199827 .� My Comm.Expires Jun 2,2019 '••,r r;Y��`` Banded through National Notary Assn. Name ofNotaly 02/07/2017 10:15 1 GENERAL IMPACT PAGE 01/01 CAC 1 6we-'z�;4 `cJ'Oyv I vjQc z.- 2406057 Gen:ral)mpact GIasS&Windows Certificate of Insurance (page 1 of 1) 02/0112017 02:46:33 PM Ac�® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.7THIS FORDED BY THE POLICIES CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AF BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED E REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certlflcate holder is an ADDITIONAL INSURED,the policypes)must be endorsed. If SUBROGATipN IS WAIVED,subject to the tens and conditions of the policy,certaln Policies may require an endorsement. A statement on this certificate does not confer rights to the certiflcata holder In lieu of such endorsement s PRODUCER C TACT NAME: Insureon(BIN Insurance Holdings LLC,) PII00NE E 844-387-3240 1101 Central Expy.South,Sults 251) E-MAIL A/C 'No: 877)828-9087 Allen,TX 75013 ADDRGS& INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: eChnOlO rn Tante Com Inc_ g INSURER B: General Impact Glass&Windows Corp&GenBral Impact Glass&Hurricane INSURER C: Shutter Parts Inc 290 West 78th Rd. INsuReR o; Hialeah,FL 33014 INSURER E: COVERAGE8INSURER P CERTIFICATE NUMBER: REVISION NUMBER: THIS 13 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACY OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE OL su LICY NUMBEk POUCY E POLICY LIMITS EXP P COMMERCIAL GENERAL LIAgU,ny MM C CLAIMS-MADE ❑OCCUR EACH OCCURRENCE $ PR MIS 00curran S MED EXP(An one srson) S GEMLAGGREGATE LIMIT APPLIES PER: PERSONAL IL ADV INJURY i POLICY[:D jE& LOC GENERAL AGGREGATE S ER: PRO DUCTS-COMPIOPAOG S AUTOMOBILE LIAEIUTY 8 COM ANY AUTO ED 61NGLE LIMI S ALL OWNED S��DULED BODILY INJURY(Perpereon) s AUTOS HIREDAUTOS NON-0VVNED 80DILYINJURY(Par aoCldent) S AUTOS PROPERE den Y S UM6RELI q(IAB S OCCUR F-XCE35 LUAB CLAMS MADE EACH OCCURRENCE S DED RETENTIONS AGGREGATE S WORKERS COMPENSATION S AND EMPLOYERS UABIUTY A ANY PROPRIETOR/PARTNERrEXfiCUTrVE YIN 6 OFFICE oty in NER EXCLUDED Y❑N!A TAC3527959 EL,EACH ACCIDENT g 9,000,000 (INyyanGafory in NNI 2!72018 7172017 IDErrbe SC� IPTIONOFef TIS DeIW/ E.L.DISEASE-EA EMPLOYE $ 1,000,000 E.LDISEASE-POLICY LIMIT S 1,00,000 DESCRIPTION OF OPERATION9I LOCATIONS/VEHICLES (ACORb IDI,Additional Remaft SeRedule,maybe attacho if more space Is requlrod) INSTALLATION OF WINDOWS&DOORS/LIC:CGC1513944 CERTIFICATE HOLDER CANCELLATION ANY OF Miami Shores Villages THE SHOULD EXPIRATIIONHES DATE DESCRIBED NOTICE I WILL BE CBE CDEuVERED EFORIN BLDG DEPARTM2NT ACCORDANCE WITH THE POLICY PROVISIONS. 10050NE 2ND AVE MIAMI SHORES,.FL$3138 AUTHORIZED REPRESENTATIVE ACORb 26(2014/01) The ACORD name and logo are registered marks o ACORd RD CORPORATION- All rights reserved, 737 WD DD DD DD �aP - I-738 334 712 712 a. B HR OSD e 1 M 2 Q �o � a nm 7�in fi, r*yl 71— f' 71— b GENERAL 2 2 N 3: IMPACT GLASS a WINDPMS Q SIN MIV D Q—IN M�V Q—IN 0 X 0 C C0 � GENERAL IMPACT 4 3 IMPACT GLASS AND WINDOWS SGD t 4t �`---74$ � X 0 0 X P:3OM56.e163 LIVING ROOM mo Fm: 5.558.6665 343 I73�` 'f 73 °RAwN: 4 BEDROOM m4 mo mo A.L I DATE BEDROOM EXTERIOR ELEVATION (OX) EXTERIOR ELEVATION (X) EXTERIOR ELEVATION (XO) EXTERIOR ELEVATION (OX) 11-28-2016 Type HR Type:OSD Type SGD Type SGD Mark:1 Mark:2 Mark:3 Mark:4 scaLE N.T.S I.A. dw iakl. ELEVATION DETAILS i ( Miam S E iIIG N EL PPR6�ED BY DATE z O BATHROOM ONING DEPT -�uj 1 KITCHEN '.Ed9a ■MoneyG.m _ LEGEND p 0 LDG D PT FdAL"e We'°"' n HR B Horizontal Roller Window. DD Door Dimension. o r Lass Medea)Center ar �I3d s t Cl O COMPL CE WITH ALL FED AAL SGD B Sliding Glass Door. WD Window Dimension. U) J J `�`9r"1'` "``�"''j' OSD °_° Out Swing Door. NA Not Part of the Project STALL ANP,COUNT nULFS AND R-GUA I Ln LV •B15cayne Shgrea F) MO Masonry Opening. n SITE OF PROJECT L O CAT I O N S GDNTRAGT: ' 002955-00 MASTER .p HALLWAY ENTRANCEPROJECTADMISS: NOTE: 1" wood buck to be independently anchored to the structure w/ a min. of 1Y4" embedment @ 6" spacing from g020NE8AVEUNIT3D ends @ 12" o.c. elsewhere. MIAMI SHORES, FL 33138 3Th FLOOR PLAN, NORTH „ Height of the Building 15 - 0 £ LOAD TABLE FOR WNDOWAND DOOR-ELADIO MUNOZ T ' � F Width Height Tribut.Area(SgFt} Desing Press. Approved Press Glaze Product Approval MKS Description Qty (Inches) (Inches) N Conf. Manuf.` k Rati N.O.A. # psf(+) psf(-) psf(+) psf(-} a •• ••• • • • • REVISIONS • • • -. . WINDOWS AND DOORS Large Missile Impact 7/16"Laminated 1 Series"18000"Aluninum Horizontal Sliding Window 1 737/8 501/2 25.91 4 O X 54.8 59.5 90.0 100.0 General Impact # Resistant . ... Glass TypeA �, 15 0624.01 Series"ADC-112556"Alumirum Outswing Doors w/wo Transom Alumina Distribution Large Missile Implet • 7/16"Lamirptjd 409.07 2 1 331/4 803/4 18.65 4 X 54.8 59.5 70.0 70.0 • • +-Q or Sidelites Center,LLC:- � Resistant :• Glass T e 3B Series"11000High Impact"9'0"Alumirurn Sliding Glass Door- Per " Large Missile Impact 7/16"Laminated DRAWING Ni: 3 2 Parcels 1 35 314 79 3/4 19.80 panel 4 X O 54.8 59.5 100.0 120.0 General Impact Resistant Glass 15-0622.15 16-147 4 Series"11000High Impact"9'0"Aluminum Sliding Glass Door- 1 35 3/4 79 314 19.80 Per 4 O X 54.8t59-5 100.0 120.0 General Impact Large Missile Impact X716-0622.15L��OF 2 Panels PanelResistant • bless• • • ... . . . ... . . REGIONAL WINQ LOAD CHART ASCE 7-10 Design Wind Loads EaSySeOIS For Wall Components -SOUTHFLORIDAEDITION- P 9 ASD Load Combination Coefficient: 0.6 Kzt= 1.0 a e�ySe�S�Otn Wind Pressures[psf]For use with Allowable Stress Design Enclosed Bldg: GCpi=t0.18 Kd= 0.85 Broward,Palm Beach Broward,Palm Beach(Coast) Miami-Dade oast) Florida Keys(Coast) Wind Speed: 170 mph Wind Speed: 170 mph Wind Speed: 175 mph ind Speed: 175 mph Wind Speed: 180 mph Exposure Category'C' Exposure Category'D' Exposure Category'C' E osure Cate ' ' Exposure Category'D' Mean All Triburary Areas Mean All Triburary Areas Mean All Triburary Areas Mean All Triburary Areas Mean All Triburary Areas Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof one Zone 5 Roof Zone 4 zone 5 Height interior Corner Height Interior Corner Height Interior Corner Height Interi Corner Height Interior Corner up to: + - + - up to: + - + - up to: + - + - up to: + - + - up to: + - + - 15 ft +37.8 -41.0 +37.8-50.6 15 ft +45.9 -49.8 +45.9 -61.4 15 ft +40.1 -43.4 +40.1 -53.6 15 ft +48.6-52.7 +48.6-65.1 15 ft +51.4-55.8 +51.4-68.9 20 ft +40.2 -43.6 +40.2 -53.8 20 ft +48.2 -52.3 +48.2 -64.6 20 ft +42.6-46.2 +42.6-57.0 20 ft +51.1-55.4 +51.1 -68.4 20 ft +54.1-58.6 +54.1-72.4 25 ft +42.1-45.7 +42.1-56.4 25 ft +50.1-54.4 +50.1-67.1 25 ft +44.6-48.4 +44.6-59.7 25 ft +53.1-57.6 +53.1 -71.1 25 ft +56.2 -61.0 +56.2 -75.3 go 30 ft +43.7 -47.4 +43.7-58.6 30 ft +51.7-56.1 +51.71-69.3 30 ft +46.3 -50.3 +46.3 -62.1 30 ft +54.8 -59.5 +54.8 -73.4 30 ft +58.0-62.9 +58.0-77.7 35 ft +45.2 -49.0 +45.2 -60.5 35 ft +53.2 -57.7 +53.2 -71.2 35 ft +47.9 -51.9 +47.9 -64.1 35 ft +56.3 -61.1 +56.3 -75.4 35 ft +59.6-64.6 +59.6-79.8 40 ft +46.5 -50.4 +46.5 -62.2 40 ft +54.4-59.0 +54.4-72.8 40 ft +49.2 -53.4 +49.2 -65.9 40 ft +57.6-62.5 +57.6 -77.2 40 ft +61.0-66.2 +61.0-81.7 46 ft *47.6-51.7` •#47.6-63.8 • 45 ft +55.5 -60.2 +55.5 -74.3 45 ft +50.5 -54.8 +50.5 -67.6 45 ft +58.81-63.8 +58.8 -78.8 45 ft +62.3 -67.5 +62.3 -83.4 • 50 ft +48.7-5iA• 0*48.7 -65.2 50 ft +56.61-61.3 +56.61-75.7 50 ft +51.6-56.0 +51.6-69.1 50 ft +59.9 -65.0 +59.91-80.2 50 ft +63.4-68.8 +63.4-84.9 55 ft +49.71-53.90 +49.7 4600• e 55 ft +57.5-62.4 +57.5 -77.0 55 ft +52.7 -57.1 +52.71-70.5 55 ft +60.9-66.1 +60.9-81.6 55 ft +64.5 -69.9 +64.51-86.3 • 90 60 ft +50.6-54.9• +50.6-97.8 • 60 ft +58.4-63.3 +58.4-78.2 60 ft +53.6-58.2 +53.6-71.8 60 ft +61.9-67.1 +61.9 -82.8 60 ft +65.4-71.0 +65.4-87.6 •• •• • •• 0000 0 70aft 0f47.8-4j.d• 0:47.8 AW70• 0 70 ft +54.9 -54.9 +54.9-100.6 70 ft +50.7-50.7 +50.7 -92.9 70 ft +58.2 -58.2 +58.2 -106.6 70 ft +61.5 -61.5 +61.5 -112.8 irR 0149.2-49.2 +49.2 -%0,2,0 0 80 ft +56.2 -56.2 +56.2 -103.0 80 ft +52.1 -52.1 +52.1 -95.6 80 ft +59.5 -59.5 +59.5 -109.1 80 ft +63.0-63.0 +63.0-115.4 IV -*50.4-5g.110 0+50.4-420.5• - 90 ft +57.3 -57.3 +57.3 -105.1 90 ft +53.51-53.5 +53.5 -98.0 90 ft +60.8-60.8 +60.8 -111.4 90 ft +64.3 -64.3 +64.3 -117.8 igfj *51.6-51,P. 0 +51.6-44e� 100 ft +58.4-58.4 +58.4-107.1 100 ft +54.7 -54.7 +54.7 -100.2 100 ft +61.9 -61.9 +61.9 -113.4 100 ft +65.5 -65.5 +65.5 -120.0 120 ft +53.6-53.5' ' +53.6-98.3 120 ft +60.3 -60.3 +60.3 -110.5 120 ft +56.8-56.8 +56.8 -104.1 120 ft +63.91-63.9 +63.9-117.1 120 ft +67.6-67.6 +67.6-123.9 140 ft +55.4-55.4 +55.4-101.5 140 ft +61.9 -61.9 +61.9 -113.5 140 ft +58.7 -58.7 +58.7 -107.6 140 ft +65.6-65.6 +65.6-120.3 140 ft +69.4-69.4 +69.4-127.2 160 ft +56.9-56.9 +56.9 -104.4 160 ft +63.4-63.4 +63.4-116.2 160 ft +60.3 -60.3 +60.3 -110.6 160 ft +67.1 -67.1 +67.1 -123.1 160 ft +71.0-71.0 +71.0-130.2 180 ft +58.4-58.4 +58.4-107.0 180 ft +64.7-64.7 +64.7 -118.6 180 ft +61.9-61.9 +61.9 -113.4 180 ft +68.5 -68.5 +68.5 -125.7 180 ft +72.5 -72.5 +72.5 -132.9 200 ft +59.7-59.7 +59.7-109.4 200 ft +65.9,-6.5.9 +65.9 -120.8 200 ft +63.21-63.2 +63.2 -115.9 200 ft +69.8.-69.8 +69.8.-128.0 200 ft +73.9 -73.9 +73.9-135.4 a a a , LLn V •Conforms to the Florida Building Code Sth Ed(2014). •Wind Speeds noted above are ultimate design wind •Wind pressures are applicable to all building floors. Valid only With engineer's •Tabulated design wind loads are based on ASCE 7-10 speeds(3-second gust). •Tabulated wind pressures are valid for all roof slopes;no i signature& ised seal specifications for components and cladding based on design •Cities and/or counties are listed only as a general guide, reduction for roof slope 510'has been considered. i criteria as noted herein. based on Risk Category It buildings.Verify applicable wind •Tributary Area noted in table(effective wind area)is equal S Z One i S i •Where this document is used for permit,applicability of speed and exposure category with local building to the minimum of[height x width]or[ht x ht/3].Round i i Zona design criteria noted herein(Basic Wind Speed,Exposure department. down to values shown. 4 15 Cate ory,Risk Category,etc. shall be verified by the •Plus+ &minus - g ) () (-)signs signify pressures acting toward •Zones 4&5("interior"and"comer"zones,respectively) contractor&building official prior to construction. and away from the exterior component or cladding surface, are as shown to the right,where the dimension"a"is the Eave Heigh f COct 6 •This specification may be used in conjunction with respectively. minimum of 10%of the building's least horizontal dimension Mean Roof Ht engineering under separate certification(by this engineer or •Where"Mean(average)Roof Height"cannot be or 40%of the mean roof height,but never less than YV or by others)using Allowable Stress Design(ASD). determined,peak roof height shall be used,except that eave 4%of the least horizontal dimension. Peak Height Christian LangleyUE •Refer to the above-noted ASCE 7 standard for descriptions height shall be used for roof angle less than or equal to 10-. •This specification is valid only for use with structures NOT yy is F�=�yAnetu yyAl i EI NATION FL PE#67382 CA#31124 and definitions of all design criteria. Round up to values shown located in the upper one-half of an isolated hill,ridge or 1200 N Federal Hwy,#200,Boca Raton,Fl.33432 -Design is based on structure classification as Enclosed Bldg: Copyright 02016 Easy Seals Document No.A1011S �ror a C z MIAMI Ai ?R:J V LO_ DA _ U� MIAMI-DADE COUNTY `P ODUCT-C-ONTROL SECTION J DEPARTMENT OF REGULATORY AND ECONOMICRESOURCES- R)—___11805_ SW 26 Street,Room 208 j BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy General Impact Glass&Windows,Corp. 290 West 78'b Road Hialeah,FL 33014 SCOPE: j This NOA is being issued under the applicable rules and regulations governing the use of construction i{ 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 1118000 High Impact"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 15-164,titled"Series 18000 High Impact Horizontal Sliding Window-Large Missile Impact Resistant", sheets 1 through 14 of 14,dated 06/04/15,with revision#1 dated 06/04/15,prepared by Tilteco,Inc.; signed and scaled by Walter A.Tillit,Jr.,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a pennanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise I noted 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 s4L bg yrovided to t13e, user by the manufacturer or its distributors and shall be available for inspection at tho*jo%litl at t$e$e4nest of the Building Official. This NOA revises NOA#14-1021.08 and consists of�h�;a;e�I acn a vi$ence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. Approval Date: October 01,2015 _ NOA No. 15-0624.01 DADS MIAMI COUNTY "' "' hzpiration Date: October 21,2019 a,2�'��•• ••• 1 Pagel ... . . . ... . . General Impact Glass &Windows,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections.. (Submitted under NOA#09-0806.03) 2. Drawing No 15-164 titled"Series 18000 High Impact Horizontal Sliding Window- Large Missile Impact Resistant", sheets 1 through 14 of 14, dated 06/04/15 with revision#1 dated 06/04/15,prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit,Jr.,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)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 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5954, dated 07/10/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA#09-0806.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 06/23/09, and updated on 06/04/15 to comply with FBC-51h Edition (2014), prepared by Tilteco,Inc., signed, sealed by Walter A. Tillit,Jr.,P.E. (Submitted partially under NOA#09-0806.03) 2. Glazing complies with ASTM E1300-04. 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. .. ... . . . . . .. at"I 41t2 . .. . . . . ... . .. ... .. . . . .. • ••• • Manuel F ,P.E. • Product Contrdl Ex iner • NOA No.'l - 624.01 . . . . . . . . . . ••• ••• Bxpiration Date: October 21,2019 Approval Date: October 01,2015 ... .E-�. ... : . . . ... . . . . t General Impact Glass&Windows, Corp. E NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED y F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated June 18, 2015, issued by Tilteco, Inc., signed and sealed signed and sealed by Walter A. Tillit,Jr.,P.E. t= 2. Statement letter of no financial interest, dated July 27, 2009, issued by Tilteco, Inc., I signed and sealed by Walter A. Tillit, Jr.,P.E. (Submitted under NOA#09-0806.03) 3. Laboratory compliance letter for Test Report No. FTL-3388, issued by Fenestration Testing Laboratory,Inc., dated 09/05/02, signed and sealed by Joseph Chan, P,E. (Submitted under NOA#03-0314.07) G. OTHERS 1. Notice of Acceptance No. 14-1021.08, issued to General Impact Glass &Windows, Corp. for their Series "18000 High Impact"Aluminum Horizontal Sliding Window— L.M.I., approved on 11/06/14 and expiring on 10/21/19. I I •• ••• • • • • • •• • •• • • • • ••• • • • • • • • • • Manuel P re-2, .E. • ••• ••• Product Control xa mer • NOA No. 15-0624.01 . . . . . . . . . . • ;• ;• ••• ••• %xl)iration Date: October 21,2019 Approval Date: October 01,2015 E-2 ... . . . . ... . . . . . . . . . . . . ... . . . ... . . 1 - ................_........_... ....... .... ._. I I I4 GENERAL NOTES: f 1. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS 9• ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th (A) TO EXISTING POURED CONCRETE: (MIN. f'C - 3192 PSI), MIN. EDGE DISTANCE (E.D.) = 2 1/2". EDITION) OF THE FLORIDA BUILDING CODE. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE - 1/4"0 TAPCON ANCHORS 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. IMPACT RESISTANT, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MIAMI DADE/BROWARD COUNTIES) (COMPONENT I@), THRU 1" P.T. WOOD BUCK. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODES, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. (B) TO EXISTING A.S.T.M. C-90 CONCRETE BLOCK WALL MIN. EDGE DISTANCE (E.D.) = 2 1/2". - 1/4"0 TAPCO/N'�ANCHORS W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC.0 ! IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL (COMPONENT , THRU 1" P.T. WOOD BUCK. BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE i W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. (C) TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) - 1/4"0-14 TEK SCREW W/ 1 1/2" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVER STRESSED, A 337 INCREASE IN (COMPONENT 2®). ALLOWABLE STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS. ANCHOR'S SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2012. (D) TO EXISTING MIN. Ya" THICK ALUMINUM MULLION (6063-T5 ALLOY), MIN. EDGE DISTANCE (E.D. 1/2". THIS WINDOW'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION - 1/4"6-14x3/4"(MIN.) TEK SCREW, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER FENESTRATION TESTING I LABORATORY REPORT # 5954 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION (E) TO EXISTING MIN. 12 GAGE(0.106") STEEL MEMBER (ASTM A-500,A-653 OR A-36), MIN. EDGE DISTANCE(E.D.) 1616 OF THE FLORIDA BUILDING CODE. - 1/4"10-14x3/4"(MIN.) TEK SCREW, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT6. 2. MAXIMUM A.S.D. DESIGN PRESSURE RATINGS FOR THESE WINDOWS SHALL BE AS SHOWN ON 10. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TYP.). CHEET 12 (SCHEDULE 1�1) MAXIMUM ANCHOR SPACING SHA BE AS PER SCHEDULE j2 SHEET 12. 11. REMAINING COMPONENTS FOR THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT •• RESISTANT, SHALL BE AS INDICATED ON BILL OF MATERIALS, ON SHEET 3 OF THIS DRAWING. • 3,•THIS IRItS 18000 HIGH 1WRACT HORIZONTAL S IDINC WINDOW LARGE MISSILE IMPACT RESISTANT 12. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, •••a••WILL NOT REOUIRE_A NURRICANE PROTECTION DEVICE, MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. I • • • ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: 4. THI }ES• 000 GH IMP HORIZONTAL SIDING WINDOW LARGE MISSI F IMPACT GENERAL IMPACT GLASS AND WINDOWS, CORP. ; ••• •• HIALEAH, FLORIDA { • RESISTANT. IS APPR04ED•FOR•AIR AND WATER INFILTRATION (SEE SCHEDUL / 1 ON SHEET 121 MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. • 5. SERIES 18000 HIGH IMPACT *j IZ JAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL COMPLY WITH ••• •SECTION5:14j1.4 .1, 2411.4.2 bF FLORIDA BUILDING CODE. 13. (a) THIS P.AD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. •••0•y1 NIMUM TIiF•jWKNESSNOFSALO CRRUSIONSU HALLS BE AS AS SHOWN ON THISTION 6063-T6 YAND DRAWING.MPER, WITH Fy = 25.0 ksi (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON 0•••7.UALL SCREAOLOSPID FOR ASSEIQ11C1•CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. • SERIES OR CQRROSION REST ,,��j1 ED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE RLORIDA BUILDING CODE W1wt1ksl YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. ••••g WOOD 13W� 1`JY pTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. • RE ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF • WOOD BUCKS BUILDING BE SOUiHERt•M IMNE WITH G = 0.55, AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF RECORD THAT PREPARED IT. • THE FLORIDA BUILDING CODE! • • 004000 0000 • • • • 0000 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE(High Velocity Huafcane Zone) PRODUCT REVISED ,�� -•SCE : 02015 TIVECO INC. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOIA DRAWN aT: m cem :'•J �0.00. plyiDa Wilh the Florida �� ti LARGE MISSILE IMPACT RESISTANT F.R.L. Building Code AExcptt.lpatc'DNeOte{C'ErTM •O08/04/15IOINC. 676RMDjQ W CSS" H .EAH,FL 33014 DATE TILLIT TESTING k ENGINEERING COMPANY PHONE(305)556-8103 By N M.]6M.S4 Ss. M.NRG M GV!D 5,D]]1]! FAX:(305)5M-6665 B - � =�i �,� .] m.:c]mxq,—,]]D. ".,c osm„—,]], GEN WwW.geDe dlmpxt com 15-164 MI OdCW d.Ct C41I, =� • . /, ,� —m I:t6ta ool.com� -— DRAWING No'�• �/1 1E-0006719 • WALTER 0.TICCIT Jr.,P.E. om MIAM4DADE COUNTY �1E fiowDA uo.24167 i,y, 1 f SHEET I OF 14 1 1 .9Ja' O.ZIB' 0.2]8 a2]' 0' 639' 0.373' 0.09' .93T 0.050" o.o • ° 8 a.oa4 0.070' 2 -0.062 4 16' 9.oa 6 g 0.120' .625' .374' p .013' 6 O.iRS' ' 0.]IJ .365' • 0.02" 0.250' T .070' FW- 4 0.032+' 2' ti 9' oA62' 0.19' O.ayB' 0.0/0 0 a-4- 0.118' 0 263" .920' 097 .000' .Ia1' .elY ALUM. INSI ®COLONIAL MUNTIN FIXED MEETING STILE 0 j' • 0.43r o.4]0 6063-T6 ALLOY & TEMPER 6063-T6 ALLOY & TEMPER 6063-T6 ALLOY & TEMPER OAaz' .61.230' • 2.181' I .958' .122'REF. 0 � 0.295 �o f1 .tar ,186' .936• 2• .514• O -2.375 FRAME JAMB } 1 FRAME HEAD 6063-T6 ALLOY & TEMPER j 6063-T6 ALLOY & TEMPER 02 FRAME SILL x125" 6063-T6 ALLOY & TEMPER o.o6z• -x.000• .030' .156' 0.185" t 0.06' 0.05' .135• .2,0• 0.]75 0.05 • 610' 0.135' .646' • • g .�42• 0 •• - - .625" .842' 0.10.08 0.0°1 0.050'e 5EL! 6:6 • • • o •• ° s •••• ®ALUM. INSRT BAR 9]e B3] p 10J' •m • F p .759• .1 LIL •• •• p • ;•• s**see 6063-T6 ALLOY & TEMPER 7 TOP a' '719• 261• GLAZING BEAD ••• •• ��.v9a .,�•• 0 O AND RDOG ® 10 SILL TRACK INSERT BOTTOM RAIL FOR 7/16" GLASS 6063-T6 ALLOY & TEMPER • • © APR+✓ENT •*666• 6063-T6 ALLOY & TEMPER ®JAMB STILE 6063-T6 ALLOY & TEMPER ;•• •; MEETING STILE••••• 6063-T6 ALLOY & TEMPER 6063-T6 ALLOY & TEMPER •••••• •• • •••••• • • •e.osz • •• • • • • 079' •••••• ••• • • .788' • 49 4,*•• g04 COMPONENTS ps SCALE 3/4-=1' 8 Oleo b .174' 5 0 .112• 11 FLORIDA BUILDING CODE(High Velocity HDrtkane Zone) 1© VENT LATCH PRODUCT RE4/iSED �ltl� I 02015 TILTECO INC. SERIES 18000 HIGH IMPACT HOR ZONTAL SLIDING WINDO DRAWN 8Y: C••• '• ✓ LARGE MISSILE IMPACT RESISTANT F.R.L Sf cem I i with the Florida '•••� •.•. = 6063-T6 ALLOY & TEMPER BDitdilpYCo�dt /� �� 4" LONG Acceptor No.17'0624.o I %\ �Z 290 WEST 78 ROAD 08E 15 x i81iDDOW9 ; yyr � IL E C O E 53014 DAT 000nL1T TESTINGh ENGINEERING COMPANY PHONE (305)58-ZI 3 11 SILL RISER By yl1(�@y/// - *, 6J65 N.N.266 R 610 y9a.�R6W •R y2,66 FAX:(305)558-6665 ro9;• 1G S Nom.:L>o6 a 0..�:p63Mr1-163. GENERAL Ww.q6 adimPOpLpom 15-164 6063-T6 ALLOY TEMPER 111ian" ade Product _O A ,�� a-mOEB gooD6®tsi opm z�c2�s veto•; DRAWING K. WALTER0.PW44T Jr.,P.E. MIAMI-DARE COUNTY 44 FLORIDA Lip. 167 >ea/1 1 I if••••• • SHEET 2 OF 14 r I ) BILL OF MATERIALS i I4 ITEM QUANTIFY DESCRIPTION MATERIAL 1 1 FRAME HEAD 6063-T6 2 1 FRAME SILL 6063-T6 3 2 FRAME JAMB 6063-T6 i l 4 COLONIAL MUNTIN (OPTIONAL)' fi0fi3-T6 I f 5 1 VENT FIXED MEETING STILE 6063-T6 5A 1/ BAR ALUMINUM BAR INSERT FOR 6063-T6 6 1/VENT H.D. VENT MEETING STILE 6063-T6 i 6A 1/BAR ALUMINUM BAR INSERT FOR© 6063-T6 r 7 2/VENT TOP AND BOTTOM RAIL 6063-T6 9 9 8 1/VENT JAMB STILE 6063-T6 'I 9A AS REDO. GLAZING BEAD FOR 7/76'CLASS 6063-T6 I I ) II I! 10 1 SILL TRACK INSERT 6063-T6 11 AS READ. SILL RISER 6063-T6 12 2/VENT VENT LATCH AT 9 1/2'FROM ENDS, 3" LONG6063-T6 ll\\XX//ll LS 13 1/LATCH VENT LATCH SPRING ST. STEEL I II II II I II II I BUMPON SPACER, 1/4"DIAMETER HALF SPHERE, CLEAR. 1 1 I 14 SILICONE 3" FROM CORNERS MAX.AND 12'O.C. (MAX.),AT MID-GLASS BITE 1 1 ELEVATION, BY FRANK LOWE RUBBEL AND GASKET FLS-28 CLEAR. I I I I I Z7 I I I I I Z7 I 15 AS READ. FRAME/VENT ASSEMBLY SCREWS, 18 x 1"P.H. SMS, CRS { 16 FRAME SILL SCREWS CONNECTING T005. #8 x 3 1/2' P.H. SMS, CRS • 17 A6 REQN.•• VENT 80 FIX. •ML W'STRIPPING,AMESBURY OR EQUN. ••••• - roto 18 AS READ. FRAME ' IPPIN ,AMESBURY OR EQUN. • 19 o"*** BAFFLE, M & M PLASTICS 7 7 ••••• 20 2/ AFFLE 6_ r_=#j x 1/2'F.H. SMS • 21 AS RLQD. GLAZIN&RJL�,IML NEOPRENE • 22 VENT ROLLER HDY61Ni R GUIDE •• •• y CELCON • •�, 23 VONT ROLLER• BRASS/ST. ST. • • 24 2/VENT ROLLER PIN ST.STEEL ' 04•••25ANCHO 1 060 4'm • • W / j4PSTEEL CON F.H.ANCHOR, ITW BUILDEX, INC. • ,28 • ANCHORS, 7—v -14 TEK SCREW ITW BUILDEX, INC. TO WOOD BUCK, •• ••• ALUMIN MEMBER. STEEL • 27 DOW CORNING 795 STRUCT. SILICONE SEALANT: DOW CORNING WHITE SILICONE OR EQUAL AT FRAME ALL AROUND SILICONE •• 28 '. (EXTERIQR &WWRIOR) GLAZING DETAIL FOR GLAZING DETAIL FOR • 7/16•t' I&(0;44"OVERALL) LAMINATED GLASS WITH (1) 3/16" HEAT •• • rz9A •••• STRENGTHENED GLASS+ A 0.090' BUTACITE•PVB INTERLAYER BY KURARAY SCALE 3/4" = 1" SCALE 3/4" _ )" • 000* AMERICA, INC. + (1) 3/16' HEAT STRENGTHENED GLASS. LAMINATED GLA65 29B 7/16' NOMINAL (0.444'OVERALL) LAMINATED GLASS WITH (1) 3/16'HEAT STRENGTHENED GLASS +A 0.090'SENTRYGLAS•INTERLAYER BY KURARAY LAMINATED GLASS AMERICA, INC. + (1) 3/16'HEAT STRENGTHENED GLASS. 30 WEEP 1"xl'x3" LONG WEEP HOLE RETICULATED FOAM GASKET, MODEL 10PP1, BY FILTER FOAM WEEP HOLE FRANK LOWE RUBBER &GASKET CO. II ��7 f LII .71. ��/ FLORIDA BUILDING CODE(High Velocity Hurricane Zone) PRODUCT REIVISED `�� • ®z01!nLTEco INc. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDO DRAWN BY,- as Y:as—plying with Se Florldq-� , •� ? LARGE MISSILE IMPACT RESISTANT F.R.L BuOdinQ Code C a •� C7 Acceptarla lJo %"Q�O?Ll'•fl1 a �.-'f't�Lf.�� 1L ECO1Nc. os0415 E ration DffiC y y 290 WEST 78 ROAD DATE >� �{ -'7e NWFlH. ) 53 014 8-81 •�f a 71WT TESTING#ENGINEERING COMPANY PHONE(305)558-6107 Uy U j_'• a� N55 N,w.]BU,h.Re.]0!.Nrt4MN CIApFIS,n]]166 fA%:(305)558-6665 M1i ade Product Coin �� '' `V I4 H+«�• c slni-.Ivo.r„:t]os)s;-ts]1 �,NERAL www.ymeror pact— 15-164 _O�;•.� RIOQa '��/Iaa a mal ES-0006719 �r cGasoe m DRAWING No WALTER A TILUT Jr.,P.E. wrt MIAMI-DADE COUNTY fABICIIIA FLORIDA Uc.44167 iw: �. �a an4i! GREET 3 OF 14 IA FRAME WIDTH(SEE SCHEDULE/1 ON SHEET 12) wt + w2+ w1 + (SEE SCHEDULE/1 ON SHEET 12) (SEE SCHEDULE#1 ON SHEET 12) (SEE SCHEDULE#1 ON SHEET 12) � A/6 A B/7-41, A/6/ ! 5'MAX. •S' 5•MAX. i II II 'a'MAX.OLO.(WIDTH) 'c MAX.0.1-0.('MORD •a'MD.LO.('MOTH) D/9 SEE SCHEDU E/f ON SHEE i2) II SEE SCHEDULE/1 ON SHEET 12) I SEE AX SCHEDULE/1 CN SHEET 12) D/9 II II 29 II 29 ii 29A 25 Of 26 AS APPLICABLE OR III OR II ORq- SURFACE APPLIED. n 29 II 29 II 29 COLONIAL MUNTINS (SEE SCHEDULE II (SEE SCHEDULE I) (SEE SCHEDULE (OPTIONAL) j I ON SHEET 12) II ON SHEET 12) II ON SHEET 12) 3 II II I, C/8 € I _ it CI � C/8 d. II ii o= /II�jf1 � * NOTE: _ w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER �•••• i••ell, �" : • • I' II p8 BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES • a 01l • 11 II II II > II II NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON •• II I SCHEDULE #1 (SHEET 12). •:e••• • • II II ADDITIONALLY, DAYLIGHT OPENINGS "a" AND "c" • •••••• I I I CREATED BY w 1 AND w2 SHALL BE SUCH THAT • I II % MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON 004000 •• •• ••$ p • • • 96' II II SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. 00 :0• • j 1 000000 II II 94••• •• 00:;,%C&"- • 0 • 0 004 •0 0•Ipp{{ppIIG1TE5 FULL HEIGHT I INDICATES FULL HDC Hi •• •• REINFORCEMENT II REINFORCEMENT II • • 0000•• •• •• • •000•• II • IL• 004 ••• ••0000 5! • L J • lwI B/7, A/6, 5 MAX. A/6/ SEE DETAILS 1 k 2 (TYP. HEAD/SILL) AND SCHEDULE #2, ON SHEET 12 "S"= Max. ANCHOR SPACING 19 + 20 (See schedule #2 on sheet 12) (3) 1 3/4"x1/4" HIGH WEEP HOLE AT TYPICAL EXTERIOR 3 1/4" FROM ENDS AND ONE AT MIDSPAN // /iiry�� Fly FLORIDA BUILDING CODE(High VelocityHurApne Zone) ELEVATION FOR XOX WINDOW PRODUCT REALISEDy1l [�Q �Q 02015 RLTECO mc. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDO DRAWN BY: n5 cemplyina with 9x Flarda �`�;'JGG"-vCc ` •: LARGE MISSILE IMPACT RESISTANT F.R.L. SCALE 1"=1'—O Building Code 1 ,04: 5 11LIEC O INC. 06/04/15 Acceptance 290 WEST 7B 8-81 EX ration Dae �r19 HIALEAH,FL J3014 DATE TLLT TESTING.ENGINEERING COMPANY PHONE:(30.5)558-8103 By -j J ,• ; ea5s x.x.gem.sl.m aos,hxcr�w,uimols.R plea FA%:(305)558-6665 STAN OF ? o ".:1oae,I GE RAT, www.ge—hmpacicom 15'164 N'1ialn PToduCl '� ' R, e mal:tlleco®ooLwm . �•�S lvtim+ DRAWING No •• '•V EB-0ILUT79 WALTER D T c. Jr.,P.E. MIAMI-RADE COUNTY = P 6 T� FLORIDA tic.aa167 vav�� wv i SHEET{ OF 14 II MAX.FRAME WIDTH(SEE SCHEDULE+1 ON SHEET 12 w1 • A/6 w2• B/7, i 5'NAx (SEE SCHEDULE$1 ON SHEEP 12) (SEE SCHEDULE! ON SHEET 12) 5' 5MAX VMAX.DL.O.(WIDTH) II 'c'MAX.0.1-0.(WIDTH) j F/11 (SEE SCHEDULE 1 ON SHEET 12F-- II (SEE SCHEDULE}1 ON SHEET 12) F/1 1 it 29 I I 29 OR II OR 29 II 2990 (SEE SCHEDULE II (SEE SCHEDULE E ON SHEET 12) I ON SHEET 12) I II 4 SURFACE APPLIED. 0 F W I I COLONIAL MUNTINS B E/1� II IIS II E/1 0 (OPTIONAL) � v -I * N i •• o W _ _�..� •• ••• • • I B I w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER j • • • ••• _ �/ II i� / BUT THEY SHALL BE SUCH THAT (2)wi + w2 DOES I •••••• I I I 1111 NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON •• ••• • • • 8 • _ _ SCHEDULE #1 (SHEET 12). • 2000 •••• I ADDITIONALLY, DAYLIGHT OPENINGS "a" AND "c • 0 •• ••• •• I I I I I I I I CREATED BY w1 AND w2 SHALL BE SUCH THAT 00000 • • • I MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON • ••• • 000 ••• •• I I SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. •• 000 0000 0*00 % II O 0 0 0 0 ®ONLY O II • • .... •• OPERABLE I •. ... • • • ••• •• PANEL R PJ I ZS OF Z6 AS APPLICABLE •• ••• • 0 0 0 0 0• •• INDICATESFULL H/D�CHT 0 0 • 0 REINFORCEMENT(1YP.) II T 6- -_ 5'MAX. SEE DETAILS 1 & 2 8/7-41 A/6, (TYP. HEAD/SILL) AND SCHEDULE #2, "S"= Max. ANCHOR SPACING ON SHEET 12 (See schedule #2 on sheet 12) 19 + 20 X 3 1/4' FROM ENDS HAND ONEPATO MDSPAN1t`tt�v�A:TI((��; TYPICAL EXTERIOR P' •.•••.•••• FLORIDA BUILDING CODE(High Velocity Hurrik-ane Zone) t 02.11 nL.Co INc. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOIA ELEVATION FOR XO (SHOWN) PRODUCTREWISED complying with the Florida No.44167 DRAWN aT: � LARGE MISSILE IMPACT RESISTANT T.R.I. as ; / M90WE ROAD 06/644 15OR OX (SIMILAR) WINDOW A-ptnNo D Nt. IFL33O EXnirmion Oma �rq %.Q�: �� T1WT TESTING&ENGINEERING COMPANY PHONE:(305)558-8103 SCALE 1 =1 -0 I aJ11 N.M.]a0.SL SK d.5. GY eS,Fl Sltaa him— FAX:(305)558-6665 By =_"'^••.��V'-d��4 n...:<.1ct)a;1-1sw.ra.:taos)a21-1m1 C F'.�I .r..genmacmva.tcom 15-164 Miami ade Product C n\ a-moa:tatemOool.camsoG�sv�+EDRAWING No V B-0006719 _ WALTER A.TRUT Jr.•P.E.MIAMI-DADE COUNTY P.E' FLORIDA Uc.44167 1111,111, SHEET 5 OF 14 ) 1 t I SEE SCHEDULE/2 kk j ON SHEET 12POURED CONCRETE OR SEE SCHEDULE S2 b� SEE SCHEDULE#2 E.D. E0. CONCRETE BLOCK REO'D ON SHEET 12 � ON SHEET 12 SEE NOTE 9/1) EXISTING (SEE NOTE 9/1) _ STRUCTURE--,,,, d ~ice mZ (SEE NOTE 9/1) E.D. MIAMI DADE COUNTY PROVMULLION ED. ,�11 E.D.. W F w (SEE NOTE 9/1 (UNDERR SEPARATE APPROVAL) WOOD BUCK (SEE NOTE 9/1) (5[E NOTE 9/1) MIN. 2•z P.T. SEE NOTE 8/1 wz 1/8"MINIMUM WALL THICKNESS EMBEDMENT WOOD BUCK u ALUMINUM ALLOY 6063-T5 (SEE NOTE SEE NOTE 8/1 1 1 O ] I ] ] 1 r 4 w = Ij Ij I Of W II 3 z us Q x rn II II Ci z•. a SECTION A—A i' (TO ALUMINUM MULLION) •• ••• •ep O x ' a 3 SCALE:1/2"=1" • 0 9 N a= 4 W•• •• .. W w U W � �-- vl II G E.D. I •: •• T- N • N. : I W `wy m i ] (SEE NOTE 9/1) E.D. 4XJ " II . o • { I 3 x-v "II j (SEE NOTE 9/1 •• •• ) STEEL MEMBER I3Y OTHERS SHALL SEE SCHEDULE�2 • ei o ON SHEET 12 Iy� A CONFORM TO S.T.M.A-500 A-653 • 000 ca• m•• • m p I I I OR A-36 W/ 12 CAGE(0.106•) I •• •• _ • • I I w z MINIMUM WALL THICKNESS, 1 nux • • i OL 0 jjl 1 m� •. •.• •• • • • 3/8•WEEP NOTCH AT ENDS • 9 2 � • •oD N 7 •••• fog 11 MIN. 1".P.T.\ o WOOD BUCK- 8" UCK 8•WEEP NOTCH AT ENDS SEE NOTE 8/1 o Pao.Z POURED CONCRETE ORCONCRETE BLOCK REO'D. N I I I c ®SEE SCHEDULE#2 EA. a MIN. (SEE NOTE 9/1) (SEE NOTE 9/1) EMBEDMENT ON SHEET 12 SECTION A—A z•x P.T. (SEENOTE9 SEE SCHEDULE TION A—A (TO POURED CONCRETE OR (TO STEEL MEMBER WOOD BUCK ON SHS 12 CONCRETE BLOCI(1r��'•�.� SEE NOTE 8/1 SCALE 1 2'=1' �i SCALE:1/2"=1" / 1 � 1 E �� FLORIDA BUILDING CODE(High Velodty Hunimne Zone) EYISTRSUCTURE -'llll PRODUCT'RDVTSED \\��Q� •••C��•��1e�5 ��Q: 02015 TLTECO INC. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDINGWINDO ouWN By; F D, r JGMN7F•••.` LARGE MISSILE IMPACT RESISTANT F.P.L. (SEE NOTE 9/1) (SEE NOTE 9/1) m complyinE With dle Florida \\ Boildmp Code \ Al5 _ 290 WE ST 78 ROAD 06/04/ 75 C«pin78 ILECO DATE Expfaion Dae _PHO'(305)558-6103SECTION A—A 5)55 N.W.]Be 5.,SY.]OS W CRM CAOENS,Fl J],66 STING&ENGINEERING COMPANY FAX:(305)558-6665 By ::It Pn«:.:c-a5)n,-nu.s•.:awm"..,55, GE_ RAL ,x.�,,.generalmpa<e.<om 15-164 TO WOOD) *SEE SCHEDULE�I ON SHEET 12 n-ham;.-adePTDducl =•o'• STATE Of t�••y Z e-m 7:tnt-0-1—, •••. V \� EB-0006719 `IIu L12aS�erun DNAWING No SCALE-1/2"-1" WALTER A.TILUT Jr.,P.E. MIAMI•DADE COU - FLORIDA Ue.44167 •n•n � SHEET 6 OF 14 SEE SCHEDULE$2 SEE SCHEDULE/2 POURED CONCRETE OR ®SEE SCHEDULE,92 ON SHEET 12 ON SHEET 12 CONCRETE BLOCK REQ'p ON SHEET 12 E.D. E.D. d E.D. E.D. MIAMI DADE COUNTY EXISTING (SEE NOTE 9/1)(SEE NOTE 9/1) (SEE NOTE 9/1) (SEE NOTE 9/1) APPROVED MULLION f STRUCTURE E.D. �1. E.D. MIN.EMBEDMENi (UNDER SEPARATE APPROVAL) 1"z P.T. (SEE 9/1) (9LY,NOTE 9/1) MIN.EMBEDMENT (SEE NOTE 9/1) r — WOOD BUCK NOTE I 1/8'MINIMUM WALL THICKNESS (SEE NOTE 9/1) � 2'x P.T. SEE NOTE 8/1 � J ALUMINUM ALLOY 8063-T5 , MIN. WOOD BUCK — EMBEDMENTSEE - NOTE e/1 (SEE NOTE 3 ................ QQ 1 O 1 t t • h O 9 Z I 9 7 B MJ a _ I ^ I 9 # ISI 3 W II q W N I IIS � i y i ' N do -�ND-GR SECTION B—B o �.g t i a x s (TO ALUMINUM MULLIONS j • • ••• I :I o j scASCALE.1/2--l- 90 /2._1.•• ••••• J 9 • �' • y w I II 3 E.D. E.D. ••••• W o •: ••: d = m I (SEE NOTE 9/1 (SEE NOTE 9/1) • W U N + I� I W N =1 C= • m jli0•••• w jljl • W N w m HEDULE�2 STEEL MEMBER BY OTHERS SHALL •••••• v••'-' { •• • 3 61;,SEESC ON SHEET 12I CONFORM TO AS.T.M.A-5DO A-653 • d j Ij • • = w i OR A-36 W/12 GAGE(0.1067 ..... . o••• ••• MINIMUM WALL THICKNESS. �v • • :I I *00 ••• T c� •••••• •• • IL ,' ••• 3/8"WEEP NOTCH AT ENDS • • 2 000000 N� Ld 9 *000 MIN. 1 t WOOD BUCK : :I SEE NOTE 8/1 MIN.EMBEDMENT �I 3/8•WEEP NOTCH AT ENDS POURED CONCRETE OR Q (SEE NOTE 9/1) y * 3 2 9 CONCRETE BLOCK REQ'D. ®* I �I :9j �� v ox ®SEE SCHEDULE 2 E.D. E.O. SECTION B ON SHE —B ET 12 (TO STEEL MEMBER) (SEE NOTE 9/1) (SEE NOTE 9/1) MIN. EMBEDMENT SECTION B—B !TO POURED CONCRETE OR scALE:1/z•-1. SEE NOTE 9 SEE SCHEDULE g2 I WOOD sucii� ON SHEET 12 CONCRETE BLOCK) SEE NOTE 8/1 SCALE:1/2--l' 11j1 A• •�� FLORIDA BUILDING CODE(High VebCity Hunicane Zcm) EASTI \I L 02015 TIMM INC. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDO DRAWN ey: NG STRUCTURE—"' E.D. E.D. Prooucr Re4gSED \\\ ;•';•tGCu� ,e i LARGE MISSILE IMPACT RESISTANT (SEE NOTE 9/I) (SEE NOTE 9/1) Pe COmplyin6 With The F[Drift \ V `�w•••••••{ Building Code _�/ \\ .• 1 LTE C O 1 N e. 290 WEST 78 ROAD 08/04/1 s HLLLFAH.F7.33014 DATE Ex 1lellnn DHtet/LT,Y/,/�I g ;•* �f TILLIT TESTING t ENGINEERING COMPANT PHONE(305)558-8103 `YT / S '* GEN_ERT• FAX 305 538-6665 7171 eses Nrr.Sem.u. .sm.vl,mxu W+DFNS n u,ee < ) SECTION B—B s}• ?.Q • Tr rose.:(_m;en�lss0 (xs;n1-un WwN.9eneral'mPeetcem 15-164 SEE SCHEDULE 1 ON SHEET 12 'C OF •'/C a-mail:t7te 0a 1.eem T OD 1! NdiDmi Ode ProduM Con �'/ ••• EB-0006719 TX.cx—So!veron DRAWING No SCALE:t/2'�1' \ WALTER A TILLR Jr.•P.E. MUM)-0ADE CO '� 1\1 FLORI04 Uc.H767 7ov+ __VV SHEET 7 OF 14 I , SEE SCHEDULE$2 1'X P.T. ON SHEET 12. 0.25' WOOD BUCK 0.25' M HIM (SEE NOTE 8/1) H M 2 © SEE SCHEDULE$2 3 9 6 6 9 3 ON SHEET 12. a � E.D. E.D. (SEE NOTE 9/1) E.D. MIN. (SEE NOTE 9/1) MN. _. EMBEDMENT (SEE NOTE 9/1 E.O. I 9 * (SEE NOTE 9/1) 2'x P.T. 5 E.O. E.Q.. E.O. WOOD BUCK 1 g 5 e'; (SEE NOTE 8/1) 'a'MAX.D.LO. MAX.D.L.O. - (SEE SCHEDULE$1 ON SHEET 12) "c MAX D.LO. (SEE SCHEDULE$1 ON SHEET 12) (SEE SCHEDULE$1 ON SHEET 12) W1* (SEE NOTE ON SHEET 4) W2* (SEE NOTE ON SHEET 4) w1* (SEE NOTE ON SHEET 4) MAX.FRAME WIDTH(SEE SCHEDULE$1 ON SHEEP 12) POURED CONCRETE OR OTHERS ALL CO STEEL MEMBER CONCRETE BLOCK WALL REO'D. SHNFORM TO A.S.T.M.A-500 A-653 OR A-36 W/ 12 CAGE EXTERIOR _ MIAMI DARE COUNTY (0.106' MINIWJM WALL APPROVED MUWON ` THICKNESS. MAX. i _ 1 0.25" (UNDER SEPARATE APPROVAL) I • • •• Z5 M SHIM • • •••• I • 2 ® 1AWMINUMMINIMUM AALLOY 60 31 NESS ••• •• OTE* • 3 9 * g I6 9 * 3 +.. • (SEE NOTE 9/1) • �* � � !. • • • MIN. •••0•• =EMBEDMENT I • • _ - - _ I I(SEE NOTE 9/1) `> NOTE 9/1) •• •• _ 1 1 4 ON SHEET 12. • 1 ( •• •• E,p•••• • I E.D. • (SEE N •9dy• I . ' ••• •• � _( -_-_ _ _-= 8 I (SEE NOTE 9/1) • • MIN.EMBEDMENT • 5 E.O. E.O. �* A. E. 5 (SEE NOTE 9/1) ••• • •• • •••••• 'e"MAX. D.LO, 1 9 1 • SEE SCI�DULE•$2 (SEE SCHEDULE$1 ON SHE 12) 'e"MAX.D.LC. • ON SHEET•12. •• • •• 'cMAX.D.1 0. (SEE SCHEDULE$1 ON SHEET 12) • • • • (SEE SIH.",I $1 ON SHEET 12) ••• •• •••• • • • • W1* (SEE NOTE ON SHEET 4) w2* (SEE NOTE ON SHEET 4) wt* (SEE NOTE ON SHEET 4) MA%FRAME MOTH(SEE SCHEDULE$1 ON SHEET 12) EXTERIOR *SEE SCHEDULE$1 ON SHEEP 12 SECTIONS C-C (XOX) SCAtF 1/2'— 1" FLORIDA BUILDING CODE(High Vetoci H.Ttane Zone) PRODUCE RE-VISED 11�t ••... T-- 02015 nLTECO INC. SERIES 18080 HIGH IMPACT HORIZONTAL SLIDING WINDOWDRAWN or: as wmptyitl8 With Ste Flor'dc a�1, ��.•'��• -i LARGE MISSILE IMPACT RESISTANT F.R.L. 13eilding Code "� C�+ Acceptance lW ( Q' I� E C O INC. 290 WEST 78 ROAD 06/04/15 xplraliOtf Date TIWT TESTING•ENGINEERING COMPANY ONE--(H,FL 58-81 DATE I ulq ` PHONE(305)558-8103 B * ass en-.a .51.t.tos.emaru eAnoO+s.n eetae FAX:(305)558-6665 By : *' 'i a naet5T1-,5, GENERAL mR..9e�m 6mpaa.� 15-164 Mlmnl 91Y 1'roduM J e—mail:6Ree0•ool.com �Q lA OF ES-0006719 'IFe ClsarSaluxin�e DRAWING No WALTER A TILUT Jr.,P.E. MIAMI-DADE COON =_90�P,E FLORIDA Lic.44167 rout SHEET a OF 14 " ,S10NAL , ''1 i I"z P.T. SEE SCHEDULE+2 WOOD BUCK ON SHEET 16. 0.25" 025• (SEE NOTE 8/1) I HI Im SEE SCHEDULE#2 f 1 ON SHEET 12. 3 g 6 OR 1 Be B 3 I` 9 a 9 , E.O. (SET NOTE 9/1) E.O. MIN. (SEE N .MINS ( I' OTE MBEDM 8 - _—_ — _ = Eh)BE,DME/ _ NOTE 9 ) 6 (SEE NOTE 9/1) ED. i I TE 9/1) 2"z P.T. NO WOOD BUCK "c"MAX.D.L.O. 9 - •.�s (SEE NOTE 6/1) (SEE SCHEDULE/1 ON SHEET 12) Sc.;,*MAX.D.LO. MAX.D.LO. y ,. (SEE EDUIE/1 ON SHEEP 72) (SEE SCHEDULE#1 ON SHEET 12) •1* (SEE NOTE ON SHEET 4) w2* (SEE NOTE ON SHEET 4) wt* (SEE NOTE ON SHEET 4) MAX.FRAME WIDTH(SEE SCHEDULE$1 ON SHEET 12) POURED CONCRETE OR OTHERS SHALL CONFORM STEEL MEMBER CONCRETE BLOCK WALL REQ'D. TOA.S.T.M.A-500 A-653 A-306*) OR W/&M WALL TEi (0 MINIE42 GALL EXRIOR MIAMI DARE COUNTY • THISKNESS. APPROVED MULLION i •• 0.25" (UNDER SEPARATE APPROVAL) ••• •• �• •0.25- MAX.SHIM ••••Y I 1 1/8"MINIMUM WALL THICKNESS ••• •• E.D.• • ALUMINUM ALLOY 6063-T5 •• (SEE NOTE 8.1) I ••• # 6 6 crt 3 ••• •• ••EMBEDMMIN-ENT I - B _ �I(SEE NOTE 9/1) •• •• (SEC NOTE • • • — — —_ --_ — —_ — _— —= I SEE SCHEDULE#2 •• •• •••• 21 1 FN ON SHEET 12. •• • E.O. ••• •• (SEE NOTE 9/11• JI • 8 —_—_— __—= f • • I • L • —_—_ _ _ ___ g I I(SEE NOTE 9/1) ••• •• •• • •••••• 5 E.Q. E.Q. 9 5 MIN.EMBEDMENT • • • • aR (SEE NOTE 9/1) • ®SEE SCHEDULE 9� • •• "o"MAX.D.LO. 1 MA%.D.LO. • ON SHEET 12. • • • (SEE SCHEDULE 81 ON SHEET 12) (SEE SCHEDULE$1 ON SHEET 12) ••• •• •••• • • (SEE SCHEDULE/1 ON SHEET 12) •••• W1* (SEE NOTE ON SHEET 4) W2* (SEE NOTE ON SHEET 4) wt* (SEE NOTE ON SHEET 4) MAX.FRAME WIDTH(SEE SCHEDULE#1 ON SHEET 12) EXTERIOR *SEE SCHEDULE/1 ON SHEEP 12 _SECTIONS D-D (XOX) SCALE 1/2"-1" FLORIDA BUILDING CODE(High V."Humane Zcm) PROD=R6Y15EBIIE�TI�(4P A. /I Gzals nuwO INC. SERIES 18000 HIGW IMPACT HORIZONTAL SLIDING WIND DRAWN a t6 ascotlgtSyiW;.wilhEFlortda 11 F.R.L. vT�� LARGE MISSILE IMPACT RESISTANT F.R. Bud18i�,gLCo'de /�Oe1✓ettl%p)p 15�OV7 .nO�' \�\�.` . L!{ %•{ Z 'L E�+O INC. jff 290 WEST 78 ROAD 06/04/15 E-- -00 Date HIALEAF7,FL 33074 GATE TILLR TESTING tr ENGINEERING COMPANY PHONE(305)558-8103 gW • lSJJ N.A.J6q.St.Sb.]OS.VIRGIIM CNmFN4.A JJI86 FAX:(305)558-6665 Nfiami de Product Conl[al * *•• •:(Jos)en-7sJo.Fu:(soslan-isJ1 GENER_AL wwr.genemllmpactcom 15-164 • e moil:eltoco®aol.comSol rims DRAWING No • \ E8-0006719 WALTER A PWT Jr.,P.E. MIAMI-DADE COUNTY ='9OP.�.S IGNA RHpA \\a\ FLORIDA U,44167 pin SHEET 9 Oi la SS�M111•t'l�rl� SEE SCHEDULE d2 ON SHEET 16. 0.25" 0.25" 1-x P.T. M MAX M WOOD BUCK (SEE NOTE 8/1) SEE SCHEDULE#2 ON SHEET 12. 3 g s 6 1 3 �* 2 E.D. E.D. (SEE NOTE 9/1) - (SEE NOTE 9/1) E.D. 1 MIN. (SEE NOTE 9/1) OWN 8 - _,_._. _.-_. _:. . MIN- EMBEDMENT IN_ �a 9 EMBEDMENT NOTE (SEE NOTE 9/1) E.D. t 5 E.O. E.O. (SEE N 9/1) OTE 2"x P.T. W000 BUCK 0-MAX.D.L.O. (SEE NOTE 8/1) (SEE SCHEDULE/1 ON SHEEP 12) •c*MAX.O.LO. (SEE SCHEDULE#1 ON SHEET 12) w1t (SEE NOTE ON SHEET 5) w2• (SEE NOTE ON SHEET 5) STEEL MEMBER BY MAX.FRAME WIDTH(SEE SCHEDULE#I ON SHEET 12) POURED CONCRETE OR ! OTHERS SHALL CONFORM CONCRETE BLOCK WALL REO•D. TO A.S.T.M.A-500 A-653 ORA-36 W/ 12 GAGE EXTERIOR (0,1067 MINIMUM WALL MIAMI EDE COUNTY gi�KNE55. APPROVED MULLION 0.25" 1 (UNDER SEPARATE APPROVAL) • • • • • •�•• MAX.SHIM 0.25" ••••t• • • • •II• • MAX.SHIM 1/8"MINIMUM WALL THICKNESS •••• • Y I ALUMINUM ALLOY 6063-T5 ••• •• • EU • • 3 9 • (SEE NOTE 9/1) • • •� 0a 8 2 3 1 • . MI•••••• �# nI • EMBEDMENT E.D. •••••• •• (SEE NOTE ) I -_ _ _ _ _ _ _ _ _ _ I II (SEE NOTE 9/1)SEE SCHEDULE�2 • •ese • • _ - - - - - ON SHEET 12. • • 1 E. • • •� •��9/1) • • ••I 8 =_— _—- _ __-_ = I II (SEE NOTE 9/1) 1 -:_ MIN. *:0000 • 5 E.Q. E.O. ql EMBEDMENT • ••%S� HCEHETI2..• •• �4 (SEE NOTE 9/1) �•SS "a•MAX.D.L..L.O. •C,• •• •••• ••• 40 (SEE SCHEDULE g1 ON SHEET 12) 'c-MAX D.LO. ) (SEE SCHEDULE 1 ON SHEET 12 •••• w1• (SEE NOTE ON SHEET 5) w2t (SEE NOTE ON SHEET 5) MAX.FRAME WIDTH(SEE SCHEDULE#1 ON SHEET 12) CrEXT� ERIOR •SEE SCHEDULE#1 ON SHEET 12 SECTIONS E-E SCALE 1/2- 1 `, -•` rFLORIDA BUILDING CODE(High Velocity Hurricane Zone) PRODUCT REVISED � J• ••C 02015 TILTECO IM. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW DRAWN By as cemplyina With The Flofidw ` ? LARGE MISSILE IMPACT RESISTANT F.R.L Buildin�C No Acceptan No�5' _ •� I L ECO 1 x C. 290 WEST 78 ROAD 06/04/15 Ex va[iOn Dye //��I� ; HVLEAH,FL 33014 DATE • µ, �J TILUT TESTING!ENGINEERING COMPANY PHONE(305)558-8103 -Q' �/�7 6A5 N.M.JBN.5!.Sb.SOS,F6dnW cwo,ns,n nsiee FAX:(305)558-6665 BY Z.Q•• <_' ;-��,Q Pnm.:(NTeT1-vsan. •.:(.0s1mi-Isal GE.NFRA7 www.9<rie.olimpod.eom 15-164 Minow ade Produce Com, -_O�.'••..•( Ri10A•� T` c-mnn:tneco®aol.com �s r rs DRAWING No , ES-0006719 _ WADER A TILLD dr.,P.E. MIAMI-DADE COUNTY FLORIDA Uc.44187 rove Mn " r, SHEET 10 01 14 SEE SCHEDULE 62 ON SHEET 16. M IM0WOOD BUCK .25' MAX. HIM (SEE NOTE 8/1) SEE SCHEDULE/2 /) ON SHEET 12. E.D. E.O. (SEE NOTE 9/1) - (SEE NOTE 9/1) E.D. MIN. '• (SEE NOTE 9/1) y E Nt (SEE NOT9/1) E.O. (SEE NOTE 9/1) f 2'x P.T. 5 E.O. E0. WOOD BUCK 'o"MAX.D.LO. (SEE NOTE 8/1) (SEE SCHEDULE 01 ON SHEET 12) (SEE SCHEDULE O 1 ON SHEET 12) • I WI* (SEE NOTE ON SHEET 5) w2'T (SEE NOTE ON SHEET 5) STEEL MEMBER BY MAX.FRAME WIDTH(SEE SCHEDULE i1 ON SHEET 12)TO POURED CONCRETE OR OTHERS SHALL CONFORM OR A36MW/ 150 CAGE 53 EXTERIOR CONCRETE BLOCK WALL REO'D. THICKNESS. MINIMUM WALL MIAMI DADE COUNTY 7HICKNE55. APPROVED MULLION •• F 0.25' (UNDER SEPARATE APPROVAL) • • 11 MAX.SHIM MAX,25' • • • •• • u •• 11/8'MINIMUM WALL THICKNESS • •• ••• : f 3 * ALUMINUM ALLOY 6063—T5 8 6 1 3 •• ••• • � 9/1) �N. . n • EMB�MEIR • I E.D. • • (SEE N•T••h)•• I _ — — _ — — I (SEE NOTE 9/1) •• ••• •• •• • — — _—__ — = I B SEE SCHEDULE$2 • • — ON SHEET 12. • ••• • 04, • ••••• I 1 4 TTiE I .. •• ••• •Kf�170TE 9/1) •I•• g (SEE NED TE 9/1)mug I I. •• ••• * MI • • • • • S ®SEE SCHEDULE* E.O. E.O. 9 N. !0 oR EMBEDMENT •• ••• •• 04 SHEET 12•••••• 'a'MAX.D.LO. &* (SEE NOTE 9/1) • • • • (SEE SCHEDULE I1 ON SHEET 12) '<'MAX.D.L.O. • •• • •• (SEE SCHEDULE#1 ON SHEET 12) •• ••• 000000 • • W1S (SEE NOTE ON SHEET 5) W2y (SEE NOTE ON SHEET 5) C I' MAX. FRAME WIDTH(SEE SCHEDULE R1 ON SHEET 12) II EXTERIOR YSEE SCHEDULE/1 ON SHEET 12 _SECTIONS F-F (XO) SCALE 1/2' 1' , FLORIDA BUILDING CODE (High VelDcily Hurtkane Zone) 1` 02015 T—CO mc. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW DRAWN Y. PRDOUCT REVLSED r1 . •' T• F.R.F.R.L.cemptr witb Ilk Flo i& P -``. d�$ LARGE MISSILE IMPACT RESISTANT Suildin Code ,4 V \ Atceptagirce No' —OrOZV'•O :' •. 'L E C O I w C. `H78 ROAD 06 DAte 15 , Ex ilRtI �q ` TILUT TESTING k ENGINEERING COMPANY PMONE(JOS)558-8103 y l * L BJ55 N.W.SON.SC.SG.J05. nGPil,l Gt90Fx5,Fl UIEB FAX:(305)558-6685 I' mail: BY GAN RAL www.yen«ormp«Loom 15-164 B B61 tilsit taw®aol.com hliaRli ,ae L'rodDcl con os - •a'•. SATE OF r o EB-0006719Clea�Solution DRAWING No v'� WALTER A TWIT Jr„P.E. MUVMI-DARE COU _�Ae$I axa ? T(:, 4` FLORIDA Uc.44167 pyr ,'•-.••` �"44 1 SHEET 11 0r14 0WALti,r HORIZONTAL SLIDING WINDOW - SCHEDULE # 1 (XOX)WINDOW MAX A.S.D. MAX.OPERABLE(X) DESIGN MAXIMUM MAXIMUM MAXIMUM MAX OPERABLE P9 MAX.FIXED(0) MAK OPERABLE(X) MAX FIXED(0) OR FIXED(0) REQ'D CASE# PRESSURE WATER PRESSURE FRAME WIDTH FRAME HEIGHT WINDOW WIDTH WINDOW WIDTH D.L.O.WIDTH D.L.O.WIDTH D.L.O.HEIGHT GLASS RATING w1 w2 "a" C. "b" TYPE I +100,-130 psf. +15 psf. 1111181, 63 114" 37 1/16" 37" 33112" 331/2" 5619, 29B II +100,-130 psf. r15 psf 1111/8" 631/4" 281/16" 55" 24314" 511, 56114" 1 29B I m +90,-100 psf. +13.5 psf. 111 1/8" 74 1/4" 37 1116" 37" 331/2" 33 12" 67 1/4" 29A ry +90,-100 psf. +13.5 psf. 111118" 741/4" 281/16" 55" 243/4" 51" 67114" 29A 1 V +100,-150 psf. +15 psf. 96 114" 63 1/4" 32 118" 32" 28 3/8" 28 318" 56 1/4" 29B { (XO)OR(OX)WINDOW ! I MAX A S.D. MAX OPERABLE(X) DESIGN MAXIMUM MAXIMUM MAXIMUM MAX OPERABLE(X) MAX FIXED(0) MAX OPERABLE(X) MAX FIXED(0) OR FIXED(0) REQ'D CASE# PRESSURE WATER PRESSURE FRAME WIDTH FRAME HEIGHT WINDOW WIDTH WINDOW WIDTH D.L.O.WIDTH D.L.O.WIDTH D.L.O.HEIGHT GLASS RATING w1 w2 "a' C. "b" TYPE I +100,-150 psf. +15 psf 74 1/4" 56 114" 37 1/8" 37 118" 33 9116" 33 9/16" 49 114" 29B -130 psf. +15 psf. 74114" 1 631/4" 371/8" 37118" 339116" 339/169 1/2" O.C. 561/4 29B } •• • 0 TIT -t0,-1wi +115 psf-0• 74114" 74114" 371/8" 37118" 339/16" 339/16" 67114" 29A • • ry +100,-150 psf. +15 OST. 60 1/4" 60 1/4" 30 118" 301/8'—' 26 9/16" 26 9116" 53 114" 298 t •� ••• MAX1Ml1M AhgkdR SPACING "S" - SCHEDULE #2 •• •FG.DRBLOCFK •• MEETING STILE MEETING STILE ! VGATIVE A.S.D. HEAD/SILL REQUIRED ADDITIONAL • • &VHOR TYft•• FWN PRESSURE HEAD/SILL JAMB ANCHORS CONCENTRATION AT RATING (PS� MEETING STILE FRAMEo or less 3" 4" 4' 3" 3" 3" 4° 4" 3" 3"• • •8 9"O.C. 9"O.C. SEE DETAIL 2 (6 ANCHORS) , HEAD SILL • • /4•m BUILDIX 80 up to 100 7 1/4"O.C. 7 1/4"O.CSEE DETAIL 2 (6 ANCHORS) PCON2 ••• �o u to 730 • n 5 1/2'O.C. 5 1/2" O.C. SEE DETAIL 2 (6 ANCHORS) •• •a• • • 000 4*30 up to 150 4 3/4' O.C. 4 3/4"O.C. SEE DETAIL 2 (6 ANCHORS) • • • •• : •0• 80 or less 9"O.C. 9"O.C. SEE DETAIL 1 (4 ANCHORS) rJ OR 26 Zr3 OR 26 •• • �� 90�• 1r44m�-1R�fDxBUII•IX >*O up to too 9' O.C. 9"O.C. SEE DETAIL 2 (6 ANCHORS) AS APPUCABLE AS APPUCABLE ' �6' DETAIL 1 DETAIL 2 • •• 700 up to 130 7 1/2'O.C. 7 1/2"O.C. SEE DETAIL 2 (6 ANCHORS) >130 up to 150 6 5/8"D.C. 6 5/8" O.C. SEE DETAIL 2 (6 ANCHORS) AT HEAD & SILL AT HEAD & SILL 80 or less g"O.C. 9"O.C. SEE DETAIL 1 (4 ANCHORS) 4 ANCHORS 6 ANCHORS I WOOD 1/4'0-14 fNV BUILDIX >817 up to 100 g"O.C. 9"O.C. SEE DETAIL 2 6 ANCHORS (SEE NOIE 9c/1) TEK SCREW® ( ) >100 up to 130 7"O.C. 7"O.C. SEE DETAIL 2 (6 ANCHORS) 'kala/A��A��i >130 up to 150 6'O.C. 6" O.C. SEE DETAIL 2 6 ANCHORS 1111,` 11 `1 TI '�✓' FLORIDA BUILDING CODE(High Ve"Hurricane Zone) PRODUCT REVISED `,4 ••• •: 02015 TLTEGO INC. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WIN DRAWN M:as Com I vith dae Florida LARGE MISSILE IMPACT RESISTANT H n Tins 1 F.R.L Building Code � {•y2�'t ActtpLw«avo 15-0624�.70�,) .`y�,�� 1 L ECO ... z9G WEST 78 ROAD 06 DATE t 5 Expiration bete 12bI L7 7� — HWFAN,FL 33014 / F TIWT TE"140 h ENGINEERING COMPANY PHONE(305)556-8103 By "� � �� ntsa N.W asu,se,sr ws.vxoNu`.Wows, FAX:(305)558-6665 misomatle Product _9d"•' LpR .•" P w:(C aillt-110.Fav:J0575 1-1 311 GENERAL www.gene a impactcom 15-164 = maims 01006®191.cOm 1w'Sru CGarS!tion DRAWING No WALTER A THN Jr.,P.E. MIAMI-DADE COUNTY P�,)S tE F�DRIDa Ur.x4167 vwi� 111 SHEET 72 OF 14 i 15 (2) #8 x 1" P.H. SMS 27 NOTCH (TMP.) SEALED W/ 15 (2) #8 x 1" P.H. SMS 27 SEALED W/ 27 CONT. / ALL AROUND/ i 1 / I / 15 (2) #8 x 1" P.H. SMS SEALED W/ 27 i NOTCH (TYP.) Z J � In I I 27 NOTCH CONT. (TMP.) I I ALL AROUND I ' I ' 5 I ' 27 i I NOTCH (TYP.) CONT. I / ALL AROUND I / 27 CONT. / 5 ALL AROUND 15 27 /NOTCH /'/ (3) #8 x 1" P.H. SMS CONT. / (n'PJ SEALED W/ 27 ALL AROUND/ 1 / O I T 5A_r I /- / 27 /- CONT. ALL AROUND I / i NOTCH (TMP.) I I t j I CORNER CONNECTION AT ••• ••; ; ; ••HA:3, •SILL & FIXED SASH • • •• • • • • • SCALE: 1/2"= 1" • •• • • • • ••• • 16 (2) #8 x S'1/2'•P.A. Sl!? • • •• SEALED W/ 2O FLORIDA BUILDING CODE(High Velocity HuMcane Zone) �� • • O3ata TILTECO AIC. • • SERIESM 800E HIGH IMPACT HORIZONTAL SLIDING WINDO DRAwH 9Y: PRODUCTg Eilh . ,1 P />• • 1 � R MISSILE IMPACT RESISTANT F.R.L. as camplyit�with the Florida ,� .•'��,E�y,�s�..•,/� • • Du;idin$Code "`��• 9 ECA • C `--•", 290 WEST 78 ROAD 08/ATE Acceptance No I 062 d.o I �, ,/ • A N o. • DATE Expirnlim Date �7� y �r'P ONE.(3 ) 58-81 19 " Jay,,// ��• �TIWT TESTINti h ENOINEERINC COMPANY PHONE:(30S)SSa-8103 N.W..]sm.sl..s1..me.MNCNu cumcxs.n a�+ea FAx:(JOS)55R-6665 Ar v t e Pn�•:c wMTI-Isb Em:t eta,+-+s GE_NER AL .,.,w.9en..IIrnpct.com 15-164 bus N4i-.mi ade roduct CaotrdOF o—maR:tlne000aol.com p �V !' E9-000p�719 So >< DRAWING No •••WA&R A TILtSf Jro P.L• 000 w di MIAMI-0AOE COUNTY >� �� • ROMDA D41107 • • • o•o-mt npa/ra SHEET IS OF 11 1 • • ••• • • -IV ALE �' • . 15 (2) #8 x 1" P.H. SMS SEALED W/ 2� I 15 (2) #8 x 1" P.H. SMS SEALED W/ 2� O 7 � 1 II I I I ' 27 i NOTCH I I (TYP.)wi I CONT. ALL AROUND 27 CONT. ALL AROUND I I I I I ' � I I li II I 1 I I I I ' ( I I 27 CONT. I ALL AROUND i 27 I CONT. I y ALL AROUND 1 6A I T , I + ' I I I I 7 15 (2) SMS SEALED W/ 27 1 IJ (2) #8 x 1" P.H SMS SEALED W/ 27 •• ••• • • • • • •• CORNER C©NNE�T1©I :AT: VEtJT . . . . . . . . SCALE: 1/2"= 1" !I!!liiiiii� • *0* • • 000 • FLORIDA BUILDING CODE(High Velocity Hurricane Zone) 1F . oxom mrFco I SERIES HI IMPACTHORIZONTAL SLIDING WINDO DRAWN 9Y: PRODUCT REVISED 1! � ��'S. • • • • • � II �. • RG MISSILE IMPACT RESISTANT F.R.L .e C9]NdnNe wim+ID Ft.'M. I :' CE V i ewmi coax YY '•,� - [�_9 Aecep..No 15-n624.o 1 `t —� _5� �• w 1 N p• ••• 290 WEST 78 ROAO 06 DATE 15 �+w HIALEAH,FL 13014 plxah Deis OfC� ; IYIJ�4}67..---5- TILLR TEmNc 4 ENGINEERING COMPANY PHONE: 300556-9103 U FAX:( 556-6665 wgrolimPoctcom 15-164 tlneco•od.cgnCrs DRAWING No Mim9'DAaeP�odlwi Coudsl f ee—oao 19 _ •••WALR a nLL�Jr.•P.E.• •• MIAMI-0ADE COU = 6,S6gJJSl •• ,Q, • RORIDn Ix.uld� • • aron V • • • ••• • sNEET-u DF to STOMAL • .. • • . .• •• MIAMI-DADE MIAMI-DADE COUNTY 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.gov/economy General Impact Glass&Windows Corp. 290 West 78 Road Hialeah,FL 33014 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 1111000 High Impact 9'0" Aluminum Sliding Glass Door—L.M.I. APPROVAL DOCUMENT:Drawing No. 15-161,titled"Series 11000 Impact Sliding Glass Door",sheets 1 thru 7,7A,8 and 9 thru 18 of 18,dated 06/04/15,with revision#1 dated 06/04/15,prepared by Tilteco, Inc.,signed and sealed by Walter A.Tillit,Jr.,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or-logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted 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. re , 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 NQA a"ll.be �vovisied for the user by the manufacturer or its distributors and shall be available for inspe;Von at.hjjib Vii it ieeviquest of the Building Official. This NOA revises NOA#13-0930.13 and ggitsi§t•S;oflUs p4ge X 4id gdidence 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. 15-0622.15 MIAMI•DADE COUNTY ••• • ••• • • •Expiration Date: December 11,2018 q/ Approval Date: September 10,2015 f!��f�:• : : : : •:• : : Page 1 General Impact Glass &Windows Cori). NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 08-1003.06) 2. Drawing No. 15-161, titled"Series 11000 Impact Sliding Glass Door", sheets 1 thru 7, 7A, 8 and 9 thtu 18 of 18, dated 06/04/15,with revision#1 dated 06/04/15,prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr.,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) 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 sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-5626, dated 07/22/08, and addendum letter dated 11/14/08, signed and sealed by Carlos Rionda,P.E. (Submitted under NOA#08-1003.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511' Edition(2014),prepared by Tilteco, Inc.,dated 06/04/15, signed and sealed by Walter A. Tillit,Jr.,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. 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. •• ••s • • • • • •• •• ••• •• • • • •• • ••• • • ••• • ManuelPe zP.E. • • • • • • • Product Control iner �•. �• %0 . • ••• • • • • NOA No. 15-0622.15 Expiration Date: December 11,2018 Approval Date: September 10,2015 General Impact Glass &Windows Corp.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5111 Edition (2014),dated June 12,2015, issued by Tilteco,Inc., signed and sealed by Walter A. Tillit,Jr.,P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated September 17,2008,and January 27,2012,issued by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr.,P.E. (Submitted under NDA#08-1003.06) 3. Laboratory compliance letter for Test Report No. FTL-5626,issued by Fenestration Testing Laboratory,Inc., dated 11/14/08,signed and sealed by Joseph Chan,P.E. (Submitted under NOA# 08-1003.06) G. OTHERS 1. Notice of Acceptance No. 13-0930.13, issued to General Impact Glass & Windows Corp. for their Series "11000 High Impact" 9'0" Aluminum Sliding Glass Door — L.M.I.,approved on 12/05/13 and expiring on 12/11/18. Manuel PeA P.C. • Product Control E a finer • NOA No. 15-0622.15 ••• ••. L7ifiration Date: December 11,2018 Approval Date: September 10,2015 ... . E-2 . . . . . . . . . . . . . .. .. . . . .. .. c GENERAL NOTES: 1. SERIES 11000 HIGH IMPACT SLIDING'GLASS DOOR, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, USING 10. PROVIDE 1/4" MAX. SHIM SPACE (TYP.). ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 3 BELOW. E pE q g E7E p E q CE a pL( 11. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MANUFACTURER LABEL SHALL BE PLACED ON A IN BE ORDER TO VERIFY HE ABOCONDITION, DESIGN DITTO ,COATS BTY 85SPPLY�N THEMDBY O.6RMINORDEf2RTOSCOMPARE THESE READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS IN FOLLOWS: W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 3 BELOW. GENERAL IMPACT GLASS AND WINDOWS, CORP. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN HIALEAH, FLORIDA ALLOWABLE STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS. A DURATION FACTOR CD=1.60 WAS USED MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. TO VERIFY FASTENERS IN WOOD. 12. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A THIS DOOR'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER FENESTRATION TESTING LABORATORY, INC. LAB REPORT # 5626 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE. LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM 2. REMAINING COMPONENTS FOR THIS SLIDING GLASS DOOR SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE AND COMPONENT SHEETS 2 AND 3 RESPECTIVELY OF THIS DRAWING. CONTRACTOR'S RESPONSIBILITY. 3. MAXIMUM A.S.D. DESIGN PRESSURE RATINGS FOR THESE DOORS SHALL BE AS SHOWN ON (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. SHEET 4. SEE DOOR ELEVATIONS ON SHEETS 4 THRU 7 FOR OUAMED CONFIGURATIONS (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL 4. Ja_c& 11000 HIGH IMPACT SLIDING GLASS DOOR WILL NOT REQUIRE A HURRICANE ENGINEER OF RECORD THAT PREPARED IT. P ECTW • • ••• •3•pas SERIES 11000 HIGH• IMf'XGT SLIDING GLASS DOOR IS APPROVED FOR AIR AN WATER • • THIS DRAWING SHALL ONLY BE USED TO •••••• • ••: • • OBTAIN PERMITS IN THE STATE OF FLORIDA •b ALL ALUMINUM EEXTRUSIONS SMALL'BE*LUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy=25.0 ksi • MINIMUM. THE TRICKNESS OF ALL•E\kSIONS SHALL BE AS SHOWN ON THIS DRAWING. • •••• •• •• •• ZI� SCREWS•USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI • �ERIES OR CORRCSIM RESIS"18eOWiED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 46.4csi TENSILfi•S VNGTH & S"6 COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. • _y( D BUCKS-"ZITHERS, MU91f•BF•ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. • • Wb D BUCKS IWST BE SOUTHERN PINE, G=0.55. AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE 2007 & 2010 EDITIONS OF TAE•gLORIMA BUILDING CODE. • •••• •• •••••• .9. ANCHOR•NOS•: EMBEDMENT n. f'c = 3.192 ksi ENT♦.ND EDGE DISTANCE ARE BEYOND ANY FINISH (SEE SCHEDULE ON SHEET 7A). ISED • "•7 "W 0 EXISTINGRED CONI!*V?E: ( ), MIN. EDGE DISTANCE = 2 1/2". "H plyingCT mwoFlarids 13Building Code 1/4"0 TQh N W�' 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDER, INC (COMPONENT 29 , pcttplencoNG15•D .15 T RU or) BUCK E 'slim Dale 1/4"0 KWIK-CON II W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY HILTI, INC (COMPONENT 9 , By THRU 1" P.T. WOOD BUCK. pq;a,i (B) TO EXISTING A.S.T.M. C-90 CONCRETE BLOCK MIN. EDGE DISTANCE = 2 1/2". /4"0TAPCONI /4 TII, TY MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDER, INC. (COMPONEN , T IPWOODBU A.TI MWlI DADE COUNTY- 1/4"0 KWIK-CON II W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY HILTI, INC (COMPONENT 29 , \\\I\I THRU 1" P.T. WOOD BUCK. <�•,.•••'EN••..•,•,�9 i FLORIDA BUILDING CODE(High Velocity Hurricane Zone) (C) TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE = 1". \\ i 02015 MTECG INC, SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR DRAWN Ift' — 1/4"0 TAPCON W/ 1 1/2" MIN. THREADED PENETRATION, AS MANUFACTURED BY ITW BUILDEX, INC. N0.44167 `AE COMPONENT 29 . ; 7* 08/04/15 ( ) I L ECO 1 N C —(305)-55.8-5103 Esi 78 ROAD DATE (D) TO EXISTING MIN. 1/8" THICK ALUMINUM MEMBER (6063-T5 ALLOY) MIN. EDGE DISTANCE = 1/ - -: HW FAIL,5)-55.8 4 1/4"0-14 TEK SCREW, MIN. 1" LONG, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT 3 ). ��,$"t S171TEUF t. \\ nwT TESTING!ENGINEERING CONPANY 7uPNONE:(705)558-8165 y v \\ asss Rw.aeu r..w.xs,uaa,en aaOD+x n aSlee FA.9(305)558-8885 (E) TO EXISTING MIN. 12 GAGE STEEL MEMBER (ASTM A-500, A-653 OR A-36) MIN. EDGE DISTANCE ��ij '��` \\ ww:lx�ni-isz-r••:t�0suT1_,�, GENERAL .e•D�limPactwm 15-161 e ... 1 e-moil tiRaw•aol.com rsema 1/2". EB-0006719rS. DRAWING H. 1/4"0-14 TEK SCREW, MIN. 1" LONG, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT® 4fi�'00.. f»1 WALTM A.R RIA LIC.44167 P.E. .v, wof SHEET 1 OF 18 BILL OF MATERIALS ITEM # PART y DESCRIPTION MATERIAL 1 GIC301-1 FRAME HEAD 6063–T6 2 GIC302-1 FRAME SILL 6063–T6 20 3 GIC303-1 FRAME JAMB 6063–T6 �n w -1 4 GIC304-1 TOP RAIL 6063–T6 0 m 00 5 GIC305-1 BOTTOM RAIL 6063–T6 II II 34 6 GIC306-1 LOCK STILE 6063–T6 II II° 7 GIC307-1 MEETING STILE OUTER INTERLOCK 6063–T6 1 g 8 GIC308-1 MEETING STILE INNER INTERLOCK 6063–T6 9 GIC309-1 CENTERMATE FEMALE ASTRAGAL 6063–T6 10 GIC310 GLAZING BEAD 6063–T6 v) 11 GIC311 INTERLOCK STIFFENER 6063–T6 EXTERIOR N N 12 GIC312 RETAINER CUP, 4"LONG 6063–T6 1 8 1 8 0 13 GIC313 FIXED PANEL CUP, 8" LONG 6063–T6I� SUBSTRATE 14 – OPTIONAL INTERIOR REINFORCEMENT FOR FEMALE ASTRAGAL ONLY REQ'O FOR 7' & 8' DOORS 6063–T6 3 1 1 (SEE SCHEDULE _L ON SHEET 7A) 15 – OPTIONAL EXTERIOR REINFORCEMENT FOR FEMALE ASTRAGAL ONLY REQ'D FOR 7' &8' DOORS 6063–T6 17 W223511K TOP RAIL + JAMB + STILE + ASTRAGAL WEATHER STRIPPING NEOPRENE 18 GIC315 BOTTOM BAIL SEAL VINYL / 19 • • GIC314 SETTING BLOCK NEOPRENE • •412Q •el,!316 • GLAZING BULB NEOPRENE 21 • �F ENER • PANEL ASSEMBLY SCREWS, j10x1 1/4"P.H. S.D.S. S.T. STEEL •: ••2R FA91FENER FR&ME ASSEMBLY SCREWS, #10x1" F.H. S.D.S. S.T. STEEL g OR 3O 23 • FASTENER ••• D PANEL CLIP FASTENER, (3) #70x1/2" PH S.D.S. S.T. STEEL 0*4 ••fit •• – PANEL GUIDE (TOP ONLY) AT EACH END OF EACH PANEL 0 2/PANEL CELCON 04 ••,15 • 3 –6010-5_ GLASS PANEL ROLLER ASSEMBLY AT (2)®PER OPERABLE PANEL 0 EACH END OF PANEL ST. STEEL GLAZING DETAIL • •�•246 0• AJTENER (2)1/4'0-200'LONG T.H. S.S.M.S.TO STILES/ATRAGAL FOR EACH ROLLER ASSEMBLY FASTENING STEEL SECTION • • • • •` HANDLE LOCK (INTERIOR AND EXTERIOR) 0 36 1/2"/BOTTOM WITH LOCK • • •17 MCP–TOSS / #6232• %sTALLATION SCREW (2) #6-32x3/8" F.H. M.S. S.S. INCLUDES ZAMAK ST. STEEL SCALE: 1/2"=l" • • • *00, J1414DLE 0 35 1/2"/BOTTOM W/ #10-24x1 3/4" O.H. M.S. S.S. • • ,•28 ••2500-10612••• "K STRIKE PLATE W/ STRIKE PLATE MOUNTING SCREW (2) #10x1 1/4" P.H. S.D.S. S.T. STEEL • 29 • Aj! ORS • 4"0 RW BULDD(TAFCON ANCFICR OR 1/40 HLR KN1K-0DN R MC>•pR(SEE SCHEDUt ON SHEET 7A) STEEL PRODUCT REVISED • • •�0 CHORS • • 1/k"0-14 ITN 13UILDEX TEK SCREW (SEE SCHEDULE ON SHEET 7A) STEEL a9 complying with theFlGTida • Building Code 31 G I SIRCONE SEALANT STRUCTURAL SILICONE GE SCS2800, DOW CORNING 795 & PECORA 896 STRUCTURAL SILICONE Accept—No l5'0624.t5u.4bu_ OVERALL INAILU GLASS W/ (1) 0.185" � piretiwl Uate J$ FAT–STRENGTHEN 33 GLASS + (1) 0.088" BUTACITE PVB, INTERLAYER BY KURARAY AMERICA, INC. + (1) – By 0.185' HEAT STRENGTHENED GLASS. Mir"Product Con BUMPON SPACER, 1/4" DIAMETER HALF SPHERE, CLEAR. 34 – 3" FROM CORNERS MAX. AND 12" O.C. (MAX.), AT MID–GLASS BITE /1/1P1[1yy)C2;�_ ELEVATION, BY FRANK LOWE RUBBEL AND GASKET FILO-28, CLEAR. / 1'(� wwl GABE COUNT' 1 FLORIDA BUILDING CODE(High Velocity Hurricane Zone) • 02013 nUND INC. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR °P�µBt. No.44167 riot WA>�tig.I .I 06 DATE' s TILT TESTING&ENGINEERING COMPANY PHONE:(305)558-8103 r rAx:(305)558-8885 m0 2.u.,�. 11:,4s..OW."0,n =�►' �.��. ,,,9. e,:, , _ GENERAL •N'.'.q•nemlimpeel.cem 15-161 0w. EMPS �usaa. Hoows A e EB-0006]OW6719 Cl</S tion DRAWING Na 1 WALTER A.TILLIT Jr, P.E. •"r FLORIDA Lk.441'67 wu n-ou w4: �� /rll why Nr SHEET 2 OT IB 1.25' 1.288• 123' .012• .223" x.045- .373' R.(4) ,454 R.746" .fi84' -277• ({) .41 .27 .746' .062' X75• .312' - .OBB' .808' .062 1.732" .146 1.140 R.062' .110 .049• 0• .985' 1.605•- _6. 16- 1.749' (2) F.094' R.031' L 11.140 .154J .062 (2) 11.010' 6 1.883' 4�71 ' ' (13) 2.625• 3.500- 3.500" .657' I .078' - .8 0' .O.JB. 8.125 20' 3.500• 2825' 1.062' 1.594' (3) 2.189' .440• .138 .062" .2 4' 2.110' i .062• .6 7' I .492 .062' 1.599' 5.837' 0 (3) .883. .078' .812 1.749• 8210' .078 078' 1.883' 2.189• 1.230' L .230' RILL V ,271' .98' R.NLL 1.605' .593' A15 OP .049 11.022 123' 11.031' .184• (5) 01 FRAME HEAD 6063-T6 .062• I 4 OP (<) ,.286• SCALE 1/2--,. FRAME SILL 1.17 6063-TO IL O BOTTOM RAIL SCALEE 1t/2--1SCALE 1/2'-1' 60R.062 6063-T6 /2' ' (5) SCALE 1/2'-1' 937• 3.000• 03 FRAME JAMB 2.125• 875• 3.437' 6063-T6 '078- R.062• .875' 3.000• SCALE 1/2--7' .130• (2) ,107' .]9 .107 REF. .094' 123' .141' .094• 123• 11.062' 1.875• .875" DRILL V .254 .045' .6 6 1.063' .278' 3.000' 120'% 606 (5) 8.022' .875' 2.125' 215 0P 0=21 0'.319' R.25' 11.022' REF. ,094• .095' 1.219' .094• .107' .094' 7.749' .022' .9 3' .125 0.867' 1.501' .045' 1.395' 1.395' 11.050' .666' .184' .094 ,094• .123' .625' .312' .123• .107• .094• LLF .061' R F 6. 8' .123' .OBD' _ 10 .018- .045 1.843' .094'�Bj"JtFF. R2.064' • 11.022• 1.385045• 188' .8912.064' 3.9 X30• .094' .128REFS ' ••••(�) .094' • • • REF. 7,395' REF. .031 .850' • 2.12 • - •••• • • • • 094' .483 .312• ,8 5' .125• .070' 2.189' (D GLAZING BEAD .186 REF. 11.043' .278 REF. R.062' .082• .125• 6063-T6 © LACK STILE 2.125' (3) SCALE 1/2•-I- • • • .094" •••••• 1.063' (5) • 60632'- Q7 MEETING STILE ,.675• •••••• •.scALE 1/2 ' " " 8 MEETING STILE z3a 2.sao' ••••• 0 •••• �••�•• OUTER INTERLOCK � 9 CENTERMATE • • 6063-T6 INNER INTERLOCK D. •••• •4,.. .••• SCALE 1/2'-1' 6063-T6 FEMALE ASTRAGAL R.OJS' 036' • • ' 0000' ' • .124' .062' SCALE 1/2--1• 6063-TG R.025• I • .•.• .831' "" SCALE 1/2--1- .030' • .387• .077• RA35• .196" • • DRILL V R FULL +.591" 250' •••• • 720 X 11.031' GRILL V 1.793' .021• •0113• .3 7' • ••• I- • 1.500' DP. 12a%.015 OP. P.I. • •.•• • .156-' .515• .015• .062• ,043• JIM!" • ' • .143' .70 .082' .3 0' .3 9" .294' ,.765• • .e • .076' 174• PRODUCT REVISED 121- S,' 11.062'• • • .188' .156' 125' 1.263' 2.014' m complying Wllh the Flo" • •..• �• �(10) .194- .125' •R.OJO' R-109' .560• (TYPO Building COdo 11.082' •267• R.050' .371'- _ 125' .018' .170• FULL Acceplanca No 1 CJ'DZ•a 1.585' .32]'REF. (TYPO i161ioR Dale 1D INTERLOCK STIFFENERRETAflqEr� 1 OPTIONAL INTERIOR Ey 6063-T6 1� FIXED PANEL CLIP REINFORCEMENT FOR © OPTIONAL EXTERIOR VINYLE2 6063-T6 4•LONG scxE z'-t' SCALE 1/2'=1 SCALE 1/2•-1, 8" LONG FEMALE ASTRAGAL REINFORCEMENT FOR 8' LONG 2}1. SCALE:I'-I'+'-+' FEMALE ASTRAGA SC 6 L 11.015' .505• j1111/IA•• iII 6063-T6 MIAMI DARE COUNTY e.203• 111 A•T�( '--� SCALE 1/2--1' FLORIDA BUILDING CODE(High Velocity Hurricane Zone) .125• 45' .045• .014• OMWN 9Y ✓= 02915 Ta7Ec9 INC. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR .D65-•2 5• ., 7' Tl3- COMPONENTS .�'' 'JGENSF....• : F.R.I. / , .029' �` • • 2 290 WEST 78 ROAD O6 04 15 f-04'. .072' , Z I G O 1iN C. HNE:A,3 ) 33014 GATE .130 ,080' \ TIWT TES71N0 t ENGINEERING COMPANY M7VPHONE: JOS)336-6103 .194' \ y�1p,,�,, \ FAX, 305)558-6685 S7AlIC �\ ew p_M.Mw a.sn.ao5.vaaxA cunOrs.n>llce Y .:I>.,,.„_1„a..,.:I>o,>s„_,v1 GENERAL W9n.9m.r9 mpD<LeDm 15-161 \ .-mal:lilfec9e9d.c9m 1Mt'ACT GUSS 8 WINDOWS 1® SING BLOCK (0 GAZING BULB i� `�, EO-0006718 Ne clo yate= DRAn6o Na NEOPRENE NEOPRENE uRt 4 WALTER A. Lic. 41 P.E An.14 SCALE 2•-1' SCALE 2'-1' 14{1 iLORIDA Lic.441�7 SHEET J OF 18 FRAME WIDTH (SEE SCHEDULE A/8 B/9 B'/10 B/9/ A/8A DEF. X/7A I DEF. X/7A DET. X/7A SIMMAXIMUM A.S.D. DESIGN PRESSURE RATING SCHEDULE FOR A MAXIMUM. r� FRAME HEIGHT. FRAME WIDTH, D.L.O. HEIGHT & D.L.O. WIDTH as 3/Is' MAX. A.S.D. DESIGN MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAX. FIXED PRESSURE FRAME HEIGHT FRAME WIDTH D.L.O. HEIGHT D.1-0. WIDTH . PANEL WIDTH 49 1/4" - RATING OPERABLE D/11 PANEL WIDTH D/11 t85, —85 psf 0 33 33 33 3 & 16'-0" 99 3/4" 42 3/4" N = i 15 psf AT WATER C11 T C/1 1 P +91, —99 sf / / . & o 15 psf AT WATER 8'-0" 16'-0" 87 3/4" 42 3/4" w • / 1 ••• D.L.O. WIDTHS I • (SEUPSCHEOULO* • ••• . 0 • X X 0 i •000 DET. Y/7A +100, —120 psf .•• 0.•. • & 7'-0" 16'-0" 75 3/4" 42 3/4" • <� • — -- — ,— �� 15 psf AT WATER —0900 ---- -J---= -j--- . • DET.WA 0000 . DET. X/7A DET. X/7A 0000 ... A/8 0000.. B/9 8'/10 B/9/ A/8/ SIM. 0000 .. 000000 • 0 90 • T#OP-iQAL EXTERIOR ELEVATION (OXXO) PR.ODUCTREVISED . .••• 0000 •• 0 SCALE: 1/2" = 1'-0" Huildiegyidevilh the Florida 000* -4.D Dola * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. YMi Da eProducl ConRd 1011llll MMI DADE COUNTY Pt ��• ^ /�4/ FLORIDA BUILDING CODE(High Velocity Hurricane Zone) 02615 nETmo LHc. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR ONFILL 9T• No.44167 ' 06/04/15 -- 290 ILC O INC H90 WEST 78 JROAD HIALEAH.EL RDATE 71L11T lE5rrN0 A ENCINEERINO COMPANY PHONE(305)558-8103 asss H.1I.xu.n,sM.aos,xaa'eA c",oErs,D ss,ee FAX:(305)558-6665 -IS ,,_,6�, GEN LyRyr� 15-161 �O/�•••l RIO ••'�v,A� 4-mall:lift-9aoi.com ?le Jb/u(..000 DRAWING No ED-0006719 T WALTER A TI Lm Jr.,P.E. �•i ��• fill FLORIDA Uc.44167 A«�� SHEET 4 OF 18 1 FRAME WIDTH (SEE SCHEDULE •' -------FRAME WIDTH (SEE SCHEDULE '• FRAME WIDTH (SEE SCHEDULE '• A/8/ DET. X 7A 6/9 A/8 B/9 DET. X/7A A/8,4 B/91A E1 X/7A , 49 3/16" 49 3/16• D/•14 D/14 D 12 MAX. FIXED 49 1/4'• 0/12 49 1/4' MAX. FIXED 49 1/4" — • PANEL WIDTH ------MAX. OPERABLE . D/1 -----MAX. OPERABL PANEL WIDTH Q/13 OPERABLE PANEL WIDTHALPANEL WIDTH . PANEL WIDTH �3 33 33 3 jF 3 W N W 3^ W N }" W ) / 1^ U =mc � / i/ C/14 C/12 / / `C/12 C/13 •• D.L.O. I I D.L.O. 1 I SEE SCHEDULE " I I *%�EDULE •• ; it(SEE SCHEDULE•" I' ( ; ••••• 111 • - • 0e •• % / % 0 KDET. X X ••"" DET. VA V7A Y/7A y y • 103 •• '°3 - m '°' - •� ..... a .. �,, e•J L --- — J L e• e J •. .. ""` a/8 IiDET. Xf✓AL:.9/9 E,x NAY A/8/ B/9 t DEf. X/7A . A/8/ B/9 DET. X/7A . ..... .... ••.. •"• TYPICAL EXTERIOR ELEVATION (XX) • • TYPICAL*EXTE}31AR.ELEVATION (OX) TYPICAL EXTERIOR ELEVATION (X0) • •.•• •• • SCALE.e17Z e= 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" • * • •• • •• * * SEE SHEET 7A FOR MAXIMUM ANCHOR PRODUCTREVISED • •••• SEE :jV,7A FOR MAXIMPJM ANCHOR SPACING AT JAMBS. SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. SPACING AT JAMBS. mc6mpryin9Wllhtha Florida e • • Buildulg Code e e e e e Acceptance No S5'� �. .1 Fj Imlton Dale Ls By 'feeI Dade Produt Contro• O ( ON UM FRSHELT 4 L O ,,t'i�E4i DAR SEE SCHEDULE �''` NMI E COUNTY dt4 P A.TI( s �� Q',:'•••••••••••'•• ✓ FLORIDA BUILDING CODE(High Velocity Hurricane Zone) r em,s TRTew INC. SERIES °N 11000 HIGH IMPACT SLIDING GLASS DOOR RIL ' M a Z No.44167 IM ` �"�� 111• E O INc. 6/04/15 WEST LROAD HtA 0 HULEAH,R..33014 DATE /�y�., PWT 7ESTINO t ENOINEERINO COMPANY PHONE:(SOS)558-6103 •�E .�xu.n,w.ws, cumws,n ss,p FA%:(SOS)556-6665 „-,�, CEI�TERAL .n.,.6..eumP�e.eem 15-161 --/C^• OET�O,:' t4� a-mdl:011eco0ool.coms :6.5du�ii n� CC W-0008718 DRAWING No A WALTER TILLR P.E. FLORIDA tic.44141 67 /e✓1 SHEET 5 OF 16 FRAME WIDTH (SEE SCHEDULE FRAME WIDTH (SEE SCHEDULE ••) A/8/ DET. X/7A1_ B/9 DET. X/7A-,'/10� e 1 I A/8/ DET. X/7A1B/9 DET. X7A1___1 11If if `SIM"tl mk D/15 A FIXED D/15 D/16 MAX 49 FIXED I ED D/16 MAX. FIXED - PANEL WIDTH 49 1/4" . . PANEL WIDTH 49 1/4" . AX. OPERABLE -MAX. OPERABLE PANEL WIDTH PANEL WIDTH o IL w �3 �3 �3 33 33 33 w XX4 CT ••• (SEL•SCHEDULL�•" ( j I (SEE SCHEDULE••) �.�.. = $ X t i IF 0 R - 0 9:40,110,11, ' DET. Y/7A--/� c- ne 11 L.-J -1 49 ,7r- Ls-J ... 4 �A/8, DE�.'Y::? B/9/ DEf. X/7A16'/10� A/8� DET. X/7Aj---8/9, DET. X/7A1----'A/8, MAI. . .... .. ..:... SIM. • • :•TYP1i*6* EXTERIOR ELEVATION (OXX� TYPICAL EXTERIOR ELEVATION (OXO) 'm Complying;• .... B complying with the FTarld6 •.... T— • Building Co& SCALE: 1�2" = 1'-0" SCALE: 1/2" = 1'-0" n0ceptmeoNol5- Z.1t1 SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. By Mieml ode Product 060 00,000 GA A,T� j.,-. CAVI DADE COUNTY �•`{.•••' •w '••'� t FLORIDA BUILDING CODE(High Velocity Hurricane Zone) FAL02013 TILTECO INC. SERIES 11000 HIGH IMPACTSLIDING GLASS DOOR OpAm B" No.44167 ** * IL E C O IN ��F /15 cL� DATE FOR MAXIMUM FRAME & D.L.O. H TWT TESTING!ENGINEERING COMPANY PHONE:(305)556-6103 SEE SCHEDULE ON SHEET 4 TA �F r FAX.(305)536-6665 CT-•.; •� r aus N.v.aMn.v..w.xis.xacvu wmws.n ar.ee w t•. ,.m.:cxis)s71_13T3. ,.:fmMn_Isn GENEJ;E . +.'FA'X:(.30 Nmpa8Lmm 15-161 �_/. ••'' a-moll:Lll4tobad.com SACT 556wINOOw3 Ee-0006719 ' ^ /So<rron DRAWING Na . WALTER A TILUT"117F." m „ // FLORIDA U..441�7 w�i sv SHEET 6 OF 16 // /// RAME MOTH (SEE SCHEDULE •• A/8 B/9 B'/1 0 B/9 A A/8,4 DET. X/7A DET. X/7A ( DET. X/7A1SIM. m� e� 49 1/4., AX. OPERABLE — A PANEL WIDTH - D/17 D/17 33 � 33 3 j i" • � 'r W V � . . .000 0 W / It 0000•• 0000•• • D.L.O. I . • • : • : ...... (SEE SCHFOULE • *•) I • % g g % l . • 0.00 0 0 •.• •• DET. Y/7A . . ••.• • ••• •0000• —� 0000 ll I 0000 0•0• . ...: .... .... r--- j--- .._j--- - . . DET. X/7A DEi. X/7A DET. X/7A •••••• A/8 B/9 B'/10 B/9/ A/8/ • • • Sim" PRODUCT REVISED • • •• • 00 aT complying with tho Flodb 04 0000 .... • • • auilding Code • • • 0 Acceplenw No X55 2. 0 0 0• C pimll Date SCALE: 1/2" = 1'-0" M D Prodoc4Cbn SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. FLORIDA BUILDING CODE(High Velocity Hurricane Zone) ♦� 02015 TILTEco IRC. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR °""""1m ** FOR MAXIMUM FRAME & D.L.O. ♦4 FRL SEE SCHEDULE ON SHEET 4 290 YIEST 78 RDAD 6/0 15 ' I L ECO 1 N C. HULFAH.FL 33014 DATE TIWT TEeTWO 0 ENCINEERINO COMPANY PHONE:(305)558-8105 r� 1ltTf 8F :f R r FAX:(305)558-8885 ="$• �/ .. .* c.norRs.n ai,e° EKE" 15-161 Q••' �/ �!♦r v♦♦ a-mal:lllaca0aal.com ��cT Gvssawiuoows RI.✓ CGarS�n'on DMWINO Ne E9-0008719 WALTER A TIL11T P.E. FLORIDA 111' ORIDA Lk.44141 87 SXE 11 NUMBER OF ANCHORS AT CLUSTER 0 AT HEAD & SILL CONNECTION SCHEDULE MAXIMUM ANCHORS SPACING "S" * AT JAMBS CONNECTION SCHEDULE i , FOR A GIVEN ANCHOR TYPE. SUBSTRATE & MAX. A.S.D. DESIGN PRESSURE FOR A GIVEN ANCHOR TYPE. SUBSTRATE & MAX. A.S.D. DESIGN I RATING PRESSURE RATING yAItIANy S• HEAD SILL "n" OF ANCHORS YAIOMUM MAX JAMBS 'n' OF ANCHORS I ANCHOR TYPE SUBSTRATE DOU PRESSURE ANCHOR TYPE SUBSTRATE DESIGN PRESSURE FRAME HF7011f FOR TAPCON FOR KWIK-CON II FRAME HEIM MTM FOR TAPCON FOR KWIK-CON II +60, -60 psf 9 5 +BD, -60 psf 18" o.c. 18" o.c. +75, -75 psf 11 5 POURED +75, -75 psf 18" D.C. 18" o.c. i 1^ 1/4"0 TAPCON 1/4"0 TAPCON CONCRETE OR POURED +85, -85 psf 11 7 Q)t OR +85, -85 sf CONCRETE P 18" O.c. 18" o.c. KWIK-CON II KWIK-CON II CONCRETE +91, -99 psf 13 7 BLOCK +91, -99 psf 16 1/2" Ex. 18" D.C. l +100, -120 p.fj 17 9 +100. -120 psf 13 1/2" o.c. 18° o.c. +60, -60 psf 11 +60, -60 psf 18" O.C. i l +75, -75 pat 13 OR +75, -75 psf 18" O.C. 1/4"0 TAPCON WOOD +85, -85 pat 15 8'-0" 1/4"0 TAPCON WOOD +85, -85 psf 16" o.c. i 7" l +91, -9917 sf +91, -99 V OR psf 13 1/2"o.c. I +100. -120 psf 19 N/A +100, -120 psf 11" 0., N/A l ' I +60,-60 psf 9 7'-0" +50, -60 psf 18" o.c. OR ALUMINUM +75, -75 psf 11 ALUMINUM +75, -75 psf 18" O.c. l o•S•,STAGGERED(TTP.) 1/4"0 TEK MULLION +85,-85 P sl 11 +85, -85 1/4"0 TEK MULLION l SCREW SCREW OR psf 18" D.C. STEEL MEMBER +91,-99 psf 13 STEEL MEMBER +91, -99 psf 16 1/2" o.c. +100,-120 p.fj 17 +100, -120 psfl 13 1/2" O.C. z J�16• +60, -60 psf 7 5 1/4"0 TAPCON +75, -75 psf 9 5 * CORRESPONDS TO THE SPACING OF TWO STAGGERED ANCHORS (SEE DETAIL Y) DETAIL Y-Y •• OR POURCONCREETE +85, -85 psf 11 5 . . KWIK-CON II +91, -99 psf 11 7 JAMB CASE • • N.T.S. •••••• • o• * •• +100, -120 psf 15 7 • • • s +60, -60 psf 9 • •••• • • s s +75, -75 psf 11 • • 8'-0"s 1/4"0 TAPCON • WOOD +85, -85 psf 13 •••••• +91, -99 psf 15 c OF • •••• •• •• •• +100. -120 psf 17 ��OR OF STILES/ASTRAGAL LOCATION • • •••• • •• 000000 +60, -60 Del 7 N/A SnLES/REASTIIACN. •••• **4 • • s •ALUMINUM +75, -75 pet 9 wanON(TYP.) i s•.... ,/ SrAaxc s s • 4"0 TE WON +85, -85 psf 11 RPJ • •••• •• • SCREW • OR STPEL MEMBER +91. -99 psf 11 ---- ---- ------- -------- +100. - -----+100, -120 pef 15 • •••• •• • +60, -60 psf 7 3 • •• s +75, -75 psf 9 5 �;j s•..c. � PRODUCT REVISED 41,04"0 TAPOON •*POURED I $P"c1N0 w cem 111 • •••• •••• OR • C�.ICRETE +85, -85 Psf 9 5 (1>PJ Building Code lth the Florida s �WIK-CON I► • +91, -99 psf 11 5 Accephuxe No l "664'2.LS *see DETA8xpiratin Date +60, -60 psf 7 8y +75, -75 psf 9 HEAD & SILL CASE MiamDade Product Co111r 7'-0" 1/4"0 TAPCON WOOD +85, -85 psf 11N.T.S• +s,, -99 par 13 ,oil +91, TIL '�. �..(( MW.1l WDE COUNTY +100,-120 psf 15 N/A \\71 V�••" �,p'Z +so,-so psf 7 \ �• C � FLORIDA BUILDING CODE(High Velocity Hurricane Zone) ALUMINUM +75, -75 psf 9 \\\ 02013 nLTEe0 1N'- SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR GRAVAR-` 1/4"0 TEK MULLION +85, -85 psf 9 NQ,44167 O .� SCREW STEEL MEMBER +91, -99 psf 11 :.��'. IL EC O INC, M9IA EAFiIiL83304411 OB DATE IS +100, -120 psf 13 �,• y� t \\ TILLIT TESTING!ENOINEERINO COMPANY PHONE:(305)555-8103 C/VV �/ \ 6155 xc xu.5�.5,..aos,vnotu rwo[as.n xilae FAX:(305)556-6565 9 ' .:15oss„-I51.....:15.sle,I_,55 GENERAL .e..9.x.m,lmaea..em 15-161 _ O•'''' O��O•',c\ \ e-mall:HlleCOOool.com IAVwCi G-6wINOOWs 0 CORRESPONDS TO CLUSTER OF 29 OR 30 ANCHORS AT (OF STILES/ASTRAGAL LOCATION r F� EB-0006719 GRAwxG N. (SEE DETAIL X) �. I wuTER 8 c. d...P.E. �j FA E FLORIDA L 44.. 11 SHEET 7A OF IB NDIE 9/1 1 15/18' (�ERIE 9/1) E.D. (2)� E.D. /1)D. (SEE NOTE-- (SEE NOTE s © x 2) 9 2'z P.T. (SEE NOTE 9/1) SEE NOTE 9/1) )§'MINIMUM WALL THICKNESS 9/1) 2)® N EXISTING WOOD BUCK POURED STRUCTURE (SEE NOTE B/1) CONCRETE—, MIAMI I DADE CO Ntt 63-T5 REO'D. 'iAPPROVED MULLION I k N � (UNDER SEPARATE APPROVAL) V z w tx P.T.WOOD eUCK_5-' 3 s (SEE NOTE 8/1) 31 17 1 17 31 17 4 � EXTERIOR 4 4 10 34 3 i. 31 0 3 0 3 II I m 10 34 m 10 34 31 � � i 11 31 II ALUMINUM MULLION 1, ^3 I w3 Ii II Zm 0m SUBSTRATE EXTERIOR o a o EXTERIOR o a o E.D. E.D. SEE-t( NOTE (SEE NOTE w s o II w s ou III 9/1) 9/1) Jz iii 3 � ' z I 3 i STEEL MEMBER BY OTHERS— !E2)30 31 i 31 SHALL CONFORM TO +� • 2 ••••• i �° o A.S.T.M.A-500 A-653 OR • • 3 s 1 34 A-36 W/ 12 GAGE •' ••• 1 0 '1 1 O MINIMUM WALL THICKNESS. 1 ••••• � 19 � 19 _I •• • 5 5 2 5 2 17 • •�•• • * • • 18 0k 18 • • • • — '� EXTERIOR • •••• 3 • • 31 � 31 '� � 2•MAX.THICK HIGH 10 li ii 34 �,'a ••••• s '.STRENGTH GROUT. ••�� -'� POURED f9 II I PRODUCT REVISED • a w s CONCRETE r • •••• •••• 2"x P.T. REO'0. E.D. �.I 2 9_•. II f 3 as ding M Ibt FIOE{iRl • WOOD BUCK ( NmE 9/1) O© Ow4 •••• nttaplanet No �62�L.(5 E.D. (2) 9 E.D. (SEE NOTE 8/1) i,ation Date {a POURED CONCRETE/ STEEL MEMBER BY Dam"° WOOD (2) 1/4'LONG WEEP NOTCHES. CONCRETE BLOCK SUBSTRATE (1)AT EACH END OF EACH SU RApA/��.., SUBSTRATE SCREEN RETAINER TRACK ATO 111,�``A•rrc�,r MIAMI DARE COUNTY NOTES: �� ' ✓�'t FLORIDA BUILDING CODE(High Velocity Hurricane Zone) �� 02015 TaTECO INC. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR DRAM Ut. 1. FOR MAXIMUM FRAME & D.L.O. SECTION A—A SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S CONCENTRATION �� 29 WEST 78 ROAD 06 SCALE: 3/8"=1" CZ± � INC. NIALFAu,n.33o1a DATE 15 �L E C NEEDED AT STILES/ASTRAGAL TIWT TESTING t ENGINEERING COMPANY PHONE:(305)558-8103 SEE SCHEDULE ON SHEET 7A. 2�Q�,��7u}>'� �A L .0�. s_ R Fl FAX:(305)556-6665 9 ! �.•: �1,�.� :(x�,� -„b':,b,,,,_,,, GRL ENEA �T+.g.�amOmp«Lrom 15-161 �•• �OR10 ? ._m0n: na<os0a.<.m g ff, +ss sw Hoows 2. SUBSTRATES CAN BE COMBINED 's �� c�sor fr,. DRAWING No AS APPLICABLE. Ee-ooLUT 1 drt WALTER A R c. 41 P.E. FLORIDAFLOftIM Dc.44167 '�!� 111 SNEET 8 OF 16 E.D. E.D. E.D. E.D. (SEE NOTE 1 15/16' (SEE NOTE E.D. (2)©9 E.D. (SEE NOTE (SEE NOTE 9/1) 9/I) 2•x P.T. (SEE NOTE (SEE NOTE g 1 2) 30 EXISTING (2) WOOD BUCK POURED 9/I) g/I) 16'MINIMUM WALL THICKNESS /) 9/1) I\� STRUCTURE SEE NOTE 8 1 CONCRETE ALUMINUM ALLOY 6063-T5 ( /) MIAMI DADE COUNTY REQ D. APPROVED MULLION (UNDER SEPARATE APPROVAL) ? o 1x P.T.WOOD BUCKS '' mmz (SEE NOTE 8/1) 31 17 1 __.. 17 31 17 TV 4 4 EXTERIOR 3 4 4 34 4 4 10 :ii 10 ii li ii m 10 i 10 i 4 10 0 10 34 4 o iii - 31 0 i uii � 3 oW li ii 31 w3 woIfa 11 ALUMINUM MULLION zw 3 zm "' " 3 SUBSTRATE w m EXTERIOR h a o w EXTERIOR o 0 w E.D. E.D. 2 vc� II II II �' II II II II 3 (SEE NOTE (SEE NOTE o o II I` a J z it` �i�I 9/1) 9/1) s •� � o STEEL MEMBER BY OTHERS s �•n Q i I I nl 1 2)0 = I b h 31 o h I 31 SHALL CONFORM TO a •••• neo • o 20 I:I A.S.T.M.A-500 A-653 OR • _, A-35 W/ 12 GAGE •^••Of 1 III II II 34 1ck II II 1 O II II- 34 MINIMUM WALL THICKNESS. • • I •••••• • • � 6 � � 2 � 2 31 17 1 • •i•• ••• 8 ** * 18 * 4 4 • • • e ' I ` ' � '�, EXTERIOR 3 • •••• • • 31 •••• 61 2:MAX.THlcic HIGH 10 ii 10 i 34 z� • °i .STRENGTH GROUT. POD• 42w POURED :' a _ !'I I! I avR om��REVISED N •• CONCRETE III II li P Yina with the Florida • ••.• ••y• REQ'D. E.D. BuildiRR Code • 2•x P.T. I.--.(SEE NOTE (2) III II ActtPlentt No( •Q Q•IC! WOOD BUCK •••• E.D. SEE (2) )9 E.D. SEE (SEE NOTE 8/1) 9/1) Date NOTE 9/1) NO:E 9/1) POURED CONCRETE/ STEEL MEMBER By * (2) 1/4'LONG WEEP NOTCHES, CONCRETE BLOCK SUBSTRATE JIM 'i edePTuduC""'D°' WOOD (1)AT EACH END OF EACH SUBSTRATE SCREEN RETAINER TRACK ATO SUBSTRATE ** MMI oAOE courm (i)AT EACH LONG WEEPOF NOTCHES, //////1 �� NOTES: OPERABLE PANEL TRACK H- f� 11L17) �-- FLORIDA BUILDING CODE(High Velocity Hurricane Zone) 1. FOR MAXIMUM FRAME & D.LO. ENs' '•.• 02015 TILTECO INC. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR FAL 01%. SEE SCHEDULE ON SHEET 4 & �'••V FOR ANCHOR'S CONCENTRATION 290 WEST 78 ROAD 08/04/15 HWEW FL 33014 DATE NEEDED AT STILES/ASTRAGAL p p • / i TIWT iE971Ne!ENOINEERINO COMPANY PHONE:(305)558-8103 SEE SCHEDULE ON SHEET 7A. SECTION B—B * �1 `•F� FAX:(JOS)558-6885 'C "ns:."..sun.u.n..ws.`NcmA waoois,n aTlse r :1 m1eTi-:s" : RA �.w.9.0.0emP00LCom 15-161 = '.• e-moll:Ntemoaa.cam -ml 1=1 s s WINDOWS 2. SUBSTRATES CAN BE COMBINED SCALE: 3/8"=1" �� E;intem7I9 c s�.o ORAWNc N. AS APPLICABLE. - p, WALTER A 0067 9 P.E. e� F L FLORIDA Lia 44187 oyoN 1 SHEET 9 OF 18 E.D. (SEE _ _E.D. 15EE E.D. (SEE _1 15/16• E.D. (SEE E.D. (SEE_ (2)� E.D. (SEE NOTE 9/1) NOTE 9/1) NOTE 9/1) NOTE 911) [2'x P.T. NOTE 9/1) —NOTE 9/1) W MINIMUM WALL THICKNESS (2)30 N EXISTING 2)0 WOOD BUCK POURED ALUMINUM ALLOY 6063-T5 STRUCTURE (SEE NOTE 8/1) CONCRETE P MIAMI DADE COUt•IIY REO'O. k';. _ APPROVED MUWON m' A Y (UNDER SEPARATE APPROVAL) ?o o 1x P.T.WOOD BUCKS 1 z (SEE NOTE 8/1) 31 31a4 1 17 s 31 1 4 EXTERIOR 3 h 10 I 3 4 31 3 3 34 10 ii 34 10 3 W II 31 w � I I 31 I 3 _3 wo ALUMINUM MULLION 3 w 3 SUBSTRATE zm zm EXTERIOR ° EXTERIOR S w o i N a E.D. (SEE E.D.(SEE w vcaj II w `-' OTE 9/1 1) NOTE 9 1 �<y o0 3 oz 3 d STEEL MEMBER BY OTHERS 2) • P • I..I31 SHALL CONFORM4ko TO • • y-i o A.S.T.M.A-500 A-653 OR ••••: _ • • II = I� A-36 W/ 12 GAGE II 34 1 O II II 34 MINIMUM WALL THICKNESS. • ••• 10 9 9 s 0000 • 1 • • • 1 • ••• � 5 � �^/' 31 • 0000 • •• • ` 1 1' • • • 2 0000 • • • 18 0000 4,••• . .1 • • 4 • EXTERIOR 3 • •0•• 0 • 31 31 a2'MAK.THICK HIGH 34 term ••••• .STRENGTH GROUT. 1 0 II If • 0000 s • m =�� I'11 1 • •• $ POURED ° Ij Ij PRODUCT REVISED w •• CONCRETE '• .' li 1 m mnplying with the Florida • •000 •0Y• REO'D. _• E.O. • 2'x P.T. (SEE NOTE 9/1) (2)0 Building Code •••• WOOD BUCK II 3 Acceptrnce No 15-114.15 E.O. SEE (2) 9 (SEE NOTE 8/1) intron Date L9 NOTE 9/1)' NOTE 9/1) POURED CONCRETE/ STEEL MEMBER By WOOD * (2) 1/4'LONG WEEP NOTCHES, CONCRETE BLOCK SUBSTRATE M.em fide Product (1)AT EACH END OF EACHSUBS RATE SUBSTRATE SCREEN RETAINER TRACK ATO —nT� i� 1111 ��A. TI MVA9 D°DE COUNTY NOTES: 1111 ..•••"'•• � �•: FLORIDA BUILDING CODE(High Velocity HurriceneZone) ,�� t '•. _ 02015 nuEeO IRC. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR °PAM"FRL W` 1. FOR MAXIMUM FRAME & D.L.O. ` SEE SCHEDULE ON SHEET 4 & N i 06/04/15 FOR ANCHOR'S CONCENTRATIONS E CT I 0 N 99-61 HIM WEST 76 ROAD DATE L E C O I N C. HNLFAH.FL 33014 NEEDED AT STILES/ASTRAGAL •Q ; TIWT TE571N0!ENOINEERINO COMPANY PHONE.(305)558-6103 SEE SCHEDULE ON SHEET 7A. SCALE: 3/8"=l" 110 i� ;'A ,� FNC(305)556-6655 / _ �i A..s...wl.lnaaA cuou4.n sTl6e '�1;,,1e„_„�.E.,:1,•SH„_,v� GE RAL www.9•M•rvAmpoctcom 15-161 2. SUBSTRATES CAN BE COMBINED i 20RID*.•' �r �� •-men 61te000eet.o•m ” c�:sAron ORAWMO No AS APPLICABLE. EA TILU719 R WATER A.ll067 9 P.E. 1Lf�c°I rr1111 FLORIDA Uc.44167 - ��' SHEET 10 OF 18 49 1/4'MAX. OPERABLE PANFL WIDTH POURED CONCRETE OR MN. D.L.O. w CONCRETE BLOCK REO'D. EMBEDMENT NOTE9/13 6 SEE NOTE 1 INDICATED BELOW ¢ 3 \ 1 , 3 t 7 11 8 .w �o MN' Fl•ry11QIt. (2) 3 3 3 6 5 2 3 7 isT aE.vu 2)©g o to 9 to 7 tt 12 0 0 6 1 10 E.O. E. 6 a, 1IL IY 0 –.-1 1/4" (SEE NOTE 1 DINDICATED BELOW) I (2) 29 OR 30 I 1/4_ w 2'z .T. . SHIM 1 I MAX.SHIM Wool DUCK 1 4'-0"MAX. 4'-0'MAX.– 4'–O'MAX. - 4'-0"MAX. (SEE NOTE 8/1) FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) _ —493/16-MAX. FIXED PANEL WIDTH 3 X P.T.WOOD BUCKS WOOD EXTERIOR (SEE NOTE 8/9 SUBSTRATE POURED CONCRETE/ SECTION C—C (OXXO CONCRETE BLOCK STEEL MEMBER BY OTHERS SCALE: 3/8"=1 SUBSTRATE SHALL CONFORM TO A.S.T.M.A-500 A-857 OR 49 1/4'MAX.OPERABLE PANEL WIDTH 1/0-MINIMUM WALL THICKNESS A-36 W/ 12 GAGE D.L.O. ALUMINUM ALLOY 6063–T5 MINIMUM WAIj JHICKNESS. (SEE NOTE 1 MIAMI RADE COUNTY APPROVED • • INDICATED BELOW) ¢ MULLION(UNDER SEPARATE APPROVAL) •••�• • • • o r-*w • w yT W m 3 _.. _ 7 tt 12 • •so• 6 1 • 10 11 E.Q. E.O. 0 6 0}." PRODUCT RF,VISLD • Z •••••• w --plyi-8 D —plilh Nle Ftorlda 3" • ••` 1 1 w ' r- • 1/4' ,y,� •• • • D.L.O. v Acceptance No)r7-�p a sH (2) 29 OR 3U /a' Expimtiml Dale • •••• t • 4'-01MAX • By 4'-0"MAX. 1 4'-0' MAX. ••7� 4'-0"MAX. 3 INianl SdC FroduU Caul • •• RAME WIDTH (SEE NOTE 1 INDICATED BELOW) 9 3/16'MAX. FIXED PANEL WIDTH (SEE i ALUMINUM MULLION STEEL MEMBER SECTION D-D 0)(�kCYR A.�T!(�' SUBSTRATE MIAMI DADE COUNTY SUBSTRATE �—�r Fv� C/r1/ FLORIDA BUILDING CODE(High Velocity Hurricane Zone) SCALE: 3/8-=1" 1 (H9 IY NOTES: % •2015 TILTEto INC, SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR °PF.PL N 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 : -- -- L E C C INe. 200 WEST 7e RQAD 06/04DATE/15 3014 & FOR ANCHOR'S SPACING - ,,/s �_r HIAL (3 FL.58-81 Ur TIWT TESTING tr ENOINEERINO COMPANY PHONE:(JH.OS)559-8103 SEE SCHEDULE ON SHEET 7A. 's p�'••.!12 (��r GENERAL FAX: JO558-6685 « .o.n.Nmv-lm 15-161 pp �, V � e AVKf GIA338y.NOGWS ,•04T�0••,•' 4 mail:tilta<6719 eom 7A Clen�3blutien DRAWRIO No 2. SUBSTRATES CAN BE COMBINED = ...• 1 EB- 6719 �� AS APPLICABLE. �I`` WALTER A.MM J..,P.F. R ��' ••••l r/pow FLORIDA Lk.44187 w]: SHEET 11.171.1 49 1/4"MAX. OPERABLE PANEL WIDTH POURED CONCRETE OR CONCRETE BLOCK REQ'D. D.L.O. EMBEDMENT 3 (SEE NOTE 1 INDICATED BELOW) (SEE NOTE"" 1 B 1 3 .3 •.. P O W0 v 3 1 (2) 6 3 2 6 wx.TAI> 2) 0 11 1 6 r 00 6 1 10 12 W Z w 1 3" Z 1/4" D.L.O. (2 29 OR 0 1/4' A%. SHIM (SEE N TE 1 INDICATED BELOW) O MAX.SHIM 2'x P.T. 1 4'-0"MAX. I 4'-0"MAX, 1;. WOOD DUCK 49 3/16'MAX. FIXED PANEL WIDTH (SEE NOTE 8/1) •:� Cc WOOD FRAME WIDTH (SEE NOTE 1 INDICATED BELOW 1 1x P.T.WOOD BUCKS SUBSTRATE EXTERIOR (SEE NOTE 8/1) POURED CONCRETE/ SECTION C—C (OX) CONCRETE BLOCK STEEL MEMBER BY OTHERS SCALE: 3/8'=1SUBSTRATE SHALL CONFORM TO A.S.T.M.A-500 A-653 OR 49 1/4'MAX.OPERABLE PANEL WIDTH 1/8'MINIMUM WALL A-36 W/ 12 GAGE THICKNESS •• MINIMUM WAIL THICKNESS. D.L.O. ALUMINUM ALLOY 6063-T5 • • (SEE NOTE 1 INDICATED BELOW MUM,DARE COUNTY • • • ••• • •! 3 6 APPROVED MULLION •••••• • • • 1 31 3 (UNDER SEPARATE APPROVAL) • •••• • • • oz -- - ILI • • ••••a _-- - - 49 3/16"MAX. FIXED PANEL WIDTH POURED CONCRETE OR D.L.O. CONCRETE BLOCK REO'D. uiN. 3 (SEE NOTE 1 INDICATED 6FLOW) E.1311) Nf �., SEE NOTE 0/1 1 6 1 3 3 p, d� wz w (2) 6 6 1 31 2 0 6 ISI. °. (2) 0 11 10 16 rn 7 da 6 6 10 12 Wz � t/I 2 1/4" (SEEN E 1 DINDICATED BELOW) I (2 29 OR 30 1/4 HI WOOD BUCK SM 'I N 2•x P.T. MAX. SHIM —4'-0'MAX' -I 4'-0"MAX.— � (SEE NOTE 8/1) 1 9 1/4"MAX.OPERABLE PANEL WIDTH FRAME WIDTH(SEE NOTE 1 INDICATED BELOW) fx P.T.WOOD BUCKS WOOD (SEE NOTE 8/1) SUBSTRATE EXTERIOR POURED CONCRETE/ CONCRETE BLOCK SECTION C-C (XO) SUBSTRATE STEEL MEMBER BY OTHERS SCALE: 3/8"=1" SHALL CONFORM TO 1/8"MINIMUM WALL THICKNESS A.S.T.M.A-500 A-653 OR ALUMINUM ALLOY 6063-75 •• A-36 W/ 12 GAGE 49 3/16"MAX.FIXED PANEL WIDTH MIAMI DADE COUNTY APPROVED MULLION • • MINIMUM WALL THICKNESS. 0'LO_ (UNDER SEPARATE APPROVAL) • • • ••• • •• 3 (SEE NOTE 1 INDICATED BELOW :••••: • ••• m� 1 6 31 3 •••••• • • i •oo oQ •• • ••• f -____ •••••• •• • • • • 16 31 2 ••••• • ••• ••••(� 6 (2)30 • • � 0 1 1 10 6 • 9 6 1 10 12 oz PRODUCTREVISED • •••• •• • ••••VIS ee COmplyins wl&tw Flora. • • • w 1 3" I,1 Building Cede • • •• • ••an v Acceprencc No I •0 fj'14- • • AC • •••• •••• • • 1/4' MAX. SHIM (SEE NOTE 1 INDICATED BELOW) •••••• 1 4'-0"MAX. 4'-0"MAIC MA%. SHIM Minnli ade Product 49 1/4"MAX. OPERABLE PANEL WIDTH FAME WIDTH (SEE NOTE 1 INDICATED BELOW) STEEL MEMBER EXTERIOR ALUMINUM MULLION MMA DAVE COUMY SUBSTRATE pT/ '/""'��,� SUBSTRATE �IT� A,2 _� FLORIDA BUILDING CODE(High Velocity Hurricane Zone) NOTES: SECTION D-D XO 4 •• = 9x015ImccoINC. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR 0flFJL�` 1. FOR MAXIMUM FRAME & D.L.O. SCALE: 3/8"=1' ��;'�jGENSF •.,'�L "" SEE SCHEDULE ON SHEET 4 CC+ 290 WEST 76 RVAO 0615 & FOR ANCHORS SPACING j __ _ IL E O INC. H..FL 37014 0ATE SEE SCHEDULE ON SHEET 7A. 1 TILMi TESTING R ENGINEERING COMPANY PHONE:(305)556-6103 FAX:(JOS)559-065 ..I��('C.(— • Ons pew.ua.a.,a.>w. ONova,n 0nac 15-161 2. SUBSTRATES CAN BE COMBINED STATE OF "'• C3°'1°"-"'^ ` C'Os1°'I-I.. GENERAL www.g.w.raNmpxLeem �, • ,\ s moi L' ON67 GCl.cpin UAPACT cIA55 a wINOON'S AS APPLICABLE. Ee—000s7lsc�sr<uo., DRAWING Na �S WALTER A11_7 Jr.,P.E. O1R 14 HDRIG4 U_44167 w/� SHFCi 13 W 18 POURED CONCRETE OR MIN. D'L'O' CONCRETE BLOCK REO'D. EHBMIN. 3 (SEE NOTE 1 INOICATED BELOW) �. (SEE NOTE 9/1) 1 1 8 1 3 3 Co N H O L]O Z N Mx i ONLOYDIi.• (2) 6 31 2 6 is;nb1E.U0 2) m 7 Wo 6 6 10 12 z .. R uWw 3" i J I/4• D.L.O. MAX. SHIM (SEE NTE 1 INDICATE BELOW) I (2 29 OR 30 1/4- y 2'x P. T. MAX.SHIM WOOD BUCK 1 9 1/4"^&W.OPERABLE PANEL WIDTH -0. - (SEE NOTE 8/1) FRAME WIDTH (SEE NOTE 1 INDICATED BELOW WOOD BUCKS OOD (SEE NOTE 8/1) SUBSTRATE EXTERIOR POURED CONCRETE/ CONCRETE BLOCK SECTION C-C (XX). SUBSTRATE STEEL MEMBER DY OTHERS SCALE: 3/8"=7' SHALL CONFORM TO 1/8'MINIMUM WALL THICKNESS A.Sj.M.A-500 A-653 OR ALUMINUM ALLOY 6063-T5 A-38 W/ 12 GAGE D.L.O. MWdI DADE COUNTY APPROVED MULLION •• INIMUM WALL THICKNESS. (SEE NOTE 1 INDICATED BELOW • • � (UNDER SEPARATE APPROVAL) • • • ••• • •-• 3 1 6 3 1 3 ^ • •••• • • • WZ • • ••• • • _ w • •••• :•• •••�) 6 3 2 31 O 6 (2)0 •••• • ••• ••••• --- 10 6 • • 11 • • • • 000 • •••• ••: 09.5a 6 1 10 12 W p PRODUCTREVISED • • • • •••• •• • •••• 1 6 3" a9 campiyin6 with ft Florida • • • �. N 514114 Acte ing�de • • •• • •f 1/4" o.L.o. 2 29 OR 30 1 Plane N0 110%.1§ • • • (SEE NOTE 1 INDICATED BELOW) O O 1/4—T CN inlion Date • •••• •••• • • 1 4'-0"MAX. 4'-0'MAX. MAX. SHIiT__ 69040 • AX 49 1/4"M .OPERABLE PANEL WIDTH BY •••• FRAME WIDTH (SEE NOTE I INDICATED BELOW) Mten AdeTA'09 10t' STEEL MEMBER EXTERIOR ALUMINUM MULLION /p/ ,�� SUBSTRATE SUBSTRATE I�T,IIIII`T` /r = FLORIDA BUILDING CODE(High Velocity Hurricane Zone) NOTES: SECTION — (X X { •,J.•„.F 02015 TILTEM INC. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MAWN�' 1. FOR MAXIMUM FRAME & D.L.O. SCALE: 3/8"=1” `\{ FAL SEE SCHEDULE ON SHEET 4 ` ••S °6/04/15 h FOR ANCHOR'S SPACING : IL E C O tNt. X90 WEST 78 ROAD BATE SEE SCHEDULE ON SHEET 7A. } -;---^ c--- ONE:HW. 3 ) 57014 �elt/n{rrcc{�n {TIWT TESTING Q ENGINEERING COMPANY PHONE:(305)558-9107 _ �'�sass xw.ee K,51..ba G4/.eNmae,n oleo FAX:(305)558-8666 { rn•.:m)m-1S e. (aos)e11-len GENERAL •-.9enem mpxct-gym 15-161 2. SUBSTRATES CAN BE COMBINED a-moil:VII—ON, s�eo�we OaAmNO No AS APPLICABLE. 0 �O IO,. { EB-0006719 ¢�i' �5 / •/l II WALTZ) A.TILT Jr.,P,E. • J, 1 RORIOA Uo.44157 s/W. 1 MEET 14 OT 10 //A// 49 3/16'MAX. FIXED PANEL WIDT POURED CONCRETE OR NIH. CONCRETE BLOCK REO'D. 1, (SEL NOTE 9/1) g 3 3 1 i 31 11 8 3 m oL" wz - - - .. 0 6 1 3LwYIIj (2) (2) 9 6 1 ZJ 10 3 11 12 o a E0.`E.O. 110 W, 6 1 Wz w w 3., -0 Z (2) 29 OR I MAX. SHIM I 4'-0' O O I (SEE NOTE 7 INDICATED BELOYn MAX. SHIM - 4'-0'MAX. 4'-0'MAX. MAX. WOOD BUCK FRAME WIDTH (SEE NOTE 1 INDICATED BELOW (SEE NOTE 8/1) 49 1/4"MAX.OPERABLE PANEL WID WOOD E%TERIOR 1.P.T.WOOD BUCKS (SEE NOTE 8/1) SUBSTRATE POURED CONCRETE/ SECTION C—C (OXX) CONCRETE BLOCK SCALE: 3/8"=1" SUBSTRATE STEEL MEMBER BY OTHERS SHALL CONFORM TO 1/8'MINIMUM WALL THICKNESS A.S.T.M.A-500 A-653 OR ALUMINUM ALLOY 6063-T5 A-36 W�j2 GAGE MIAMI DADE COUNTY APPROVED MULLION MINIMUM THK:KNESS. 4S J/16'MAX. FIXED PANEL WIDTH UNDER SEPARATE APPROVAL) ••••i' • -v 31 3 1 3 1 11 8 TH- rn •• 6 • 1 1 6 10 10 3 1 1 (z)O •m • 3 •••• _ 17 \_ ••••• — m •••••• 12 7 ,61-1 • E-Q. E.Q. 0 6 w z I ,j o PRODUCT REVISED •••••�„ • - - z mmplyiDgu4lhWeFlodd• • N • • 13"-7" I 1 Building Code AGttplencc No r9'f7��.)rj • 1/a" • • ee— I • 2 29 OR 0 D� D'ue' 1 4" mTian Dale I •••••• • 1 • 4'-0'MAX. 4"-0'MAX. 4•_0,•MAX. MAX. SHIM Ey • FRAME WIDTH (SEE NOTE I INDICATED BELOW) Mi Dads PToduel STEEL MEMBER EXTERIOR a9 1/4`MAX.OPERABLE PANEL WIDTH ALUMINUM MULLION SUBSTRATE E/F"" IBA °ADE "" SECTION D—D (OX X� ATI SUBSTRATE �1► ��......... 't, FLORIDA BUILDING CODE(High Velocity Hurricane Zone) 02615 T lTECO INC. SERIES 110gO HIGH IMPACT SLIDING GLASS DOOR CRAWN�` NDS,`=. SCALE: 3/8•=1•• ,1 J ESCC''., F.L. 1. FOR MAXIMUM FRAME & D.L.O. 06/04/15 ♦ 290 WEST 79 ROAD SEE SCHEDULE ON SHEET 4 $1 IL E C►Q INc. Emu IeALEMI,FL 33014 DATE & FOR ANCHOR'S SPACING ' nwr TEsrao•ENOINEERINO COMPANY PHONE:(305)SSB-8103 SEE SCHEDULE ON SHEET 7A. .p; ,f�j ..., ,,, b r,.„5, ,ueom,s n,,,,, _q(305)558-8885 GENERAL rw•9ener.nmp.et.c.m 15-161 2. SUBSTRATES CAN BE COMBINED �'•,F m.11:tat.�.o..I...m �CD:s.Gw.eonDRAWING H. AS APPLICABLE. EB-0606719 eu, S(� WILIER A TIDY 41 P.E. '/O �, FLORIDA Lic.111 6] /«/I , SHEET 15 OF 18 49 1/4"MAX.OPERABLE PANEL WIDTH POURED CONCRETE OR WIN, D.L.O. CONCRETE BLOCK RED'D. EWB.10INE 3 (SEE NOTE 1 INDICATED BELOW) 4 3 ^ ^ (SEE NOTE 9/1) 11 8 1 3 1 31 13 1 m 00 o� wZ (2)@< 13 1 31 2 6� 5 O 6 sIE NO E,v/q 2)® 0 10 �J 9 O _1 � 7 _ a o 6 1 10 E o. E.Q. 11 12 m `�' 1 3• w z 1/4 (SEE NOTE 1 INDICATED BELOW) I (2)�9 OR 30 1/4• 1 2•x P,T. MAX.SHIM I MAX. SHIM WOOD BUCK 1 4'-0"MAX. 4'-0•MAX. 4'-0"MAX. (SEE NOTE 8/1) E WIDTH(SEE NOTE 1 INDICATED BELOW) 49 3/18"MAX. FIXED PANEL WIDTH 1x P.T.WOOD BUCKS VV00D EXTERIOR (SEE NOTE 8/1) SUBSTRATE POURED CONCRETE/ SECTION C—C (OXO) CONCRETE BLOCK STEEL MEMBER BY OTHERS SCALE: 3/8"=1" SUBSTRATE SHALL A.SCONF1 500 A-853 OR /ORM TO 8 MINIMUM WALL THICKNESS 36 A- A-3612 GAGE 49 1/4"MAX.OPERABLE PANEL WIDTH ALUMINUM ALLOY 6063-T5 INIMUI �I�L THICKNESS. D.LO. MIAMI DADE COUNTY APPROVED • • • ••• 3 • •• $ (SEE NOTE 1 INDICATED BELO ¢ 31 1 n MULDON(UNDER SEPARATE APPROVAL) • ••• • • • 1 3 Y • • • • o� • w •••••• :. I._ lox w 6 I • •••• •• • 3 2 O 2 •••�) i • • 31 0 10 6 5 0 0 6 (2)O • ••• � 12 • o 6 1 • 2 10 0. -E.O. 1 1 _ w i PRODUCT REVISED G Plying with the I'Ior7dE • ••• • 3• w 8niidi0g Cede N • • I v Ac ,"M,ceN0�5'0GgsIrj • 1/4 • D.L.O. I (2) 29 OR 30 1 Pm irmionD;ae tE • •••• • SHIM - 4'-0"MAX. 4'-0•MAX. 4'-0"MAX. MAX.SHIM By Miem Dade PleduG hq� • 1 •• it FRAME WIDTH(SEE NOTE 1 INDICATED BELOW 49 3/16'MAX. FIXED PANEL WIDTH STEEL MEMBER EXTERIOR ALUMINUM MULLION MIAMt III/""F"""" '� FLORIDA BUILDING CODE(High Velocity Hurricane Zone) SUBSTRATE SECTION D-D (OXO) ,,�''��RA•nC(�j"=-: SUBSTRATE SCALE_ 3/8"=1" NOTES. `�� Z 02615 TILtEco INC. SERIES W. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR RPL 04/15 1. FOR MAXIMUM FRAME & D.L.O. '� ` 290 WEST 78 ROAD 06 DATE SEE SCHEDULE ON SHEET 4 ; ----� IL E C O IXC. HALFAH FL 33014 GATE & FOR ANCHOR'S SPACING =A .T�(M i�OC ; TIWT TE9TIN0 t ENOINEERINO COMPANY PHONE:(305 558-8103 SEE SCHEDULE ON SHEET 7A. = �17g1 f t, wx n.r.ua.a,s...m,HRaxu o+nows.n u,ee 9.(...0 p d.- P• „, :,,�,,_,�,. .,,�,,_,�, GENERAL Pa 15-161 ~M T GLASS 8 VNNOOWS 2. SUBSTRATES CAN BE COMBINED /C . ,. J e moa:6N.w•ooLcomisorron DRAWING N. EB-0006719 AS APPLICABLE. a. ' +pyye III WALTER A. U.. 41 P.E. VtrAh• 1 LTER A. Lk.44167 I SHEET 18 OF 18 D.L.O. POURED CONCRETE OR (SEE NOTE 1 INDICATED BELOW) CONCRETE BLOCK REO'0. ulN. ENBEONFM 3 Z (SEE Note 9/1) 11 8 1 3 31 (11 8 3 \ 1 �o w z o v aaT0lmlt. 0 3 ©1 zz No e.9/,r 2)" (2) s 16 0 10 6 g 5 0 10 aWo 0 16 6 10 E.O. E.O. 1 1 12 7 g 1 " wz •o 3" z D.L.O. 1 w _..J V4" (SEE NTE 1 INDICATED BELOW) I I (2) 29 OR 30 i MAX 4SHIM - 2"x MAX. SHIM 4'-0"MAX. -I 4'-0"MAK. 4'-0"MAX. -4'-0"MAX. WOOD BUCK —FRAME WIDTH (SEE NOTE I INDICATED BELOW) '- (SEE NOTE B/1) 9 1/4"MAX.OPERABLE PANEL WIDTH 1x P.T.WOOD BUCKS `I WEXTERIOR (SEE NOTE 8/1) WOOD POURED CONCRETE/ SUBSTRATE SECTION C-C (XXXX) CONCRETE BLOCK SCALE: 3/8"=1" SUBSTRATE STEEL MEMBER BY OTHERS SHALL CONFORM TO D.L.O. 1/8"MINIMUM WALL THICKNESS A.S.T.M.A-500 A-853 OR ALUMINUM ALLOY 6063-T5 A-36 W/ 12 GAGE (SEE NOTE i AM, DAD,COUNTY APPROVED MINIMUM WALL h%ESS. - INDICATED BELOW) 4 MUWON(UNDER SEPARATE APPROVAL) �••• • �• ••• 1 8 3 31 1 11 6 3 o^ • 6 • •l2 LT SZ��• ••• _ 0 10 6 g 5 0 1 --- • 11 m•• • 10 11 12 o PRODUCTRGVISED o r • 6 1 • E.D. EQ. __ I - m as complying with Tho FIOFW3 •, • --•- • ---- 3• I 1 Buitdulg Code • 6• I Acceptance No 15 �v "O22)S 1/a• • • I (2) 29 OR 30 I 1 X1/4—( Expimli Dme IB ••••01 • 4'-0"M '-0" MAX. 4'-O" MAX. —4'-T-0 1 y • • Miami ad.ProductCaMd _ FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) 49 1/4"MAX. OPERABLE PANEL WIDTH STEEL MEMBER EXTERIOR ALUMINUM MULLION Ij1II/II//ilii ML"DARE COUNTY SUBSTRATE SECTION D-D (XXX X) 1,4�''�t�RA; ✓: SUBSTRATE FLORIDA BUILDING CODE(High Velocity Hurricane Zona) SCALE: 3/8"tet" ,a1 ;•J L 02015 TILTECO Ina SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR DN vm NOTES. j2 FAL ` { 1. FOR MAXIMUM FRAME k D.L.O. o6/oa/15 SEE SCHEDULE ON SHEET 4 ` HIA wH, 7a ROAD DAIS • i IL E C O INC. HIALF/Ji,FL 533014 a-a1 k FOR ANCHOR'S SPACING — —" T1WT TESTING!ENOINEERING COMPANY PHONE(305)558-8703 SEE SCHEDULE ON SHEET 7A. (y`A4 wi+ M.Mm.H,a«ws. +Nu aumo+9.n x11w FAXe�3ua) Les �y Mm.•(]45)MI-,mo.Ew:(995)71-I6J, GENE ,RAL 9 15-161 r. 2. SUBSTRATES CAN BE COMBINED 'C `QP•??�AAa •-a an:tat.c.oad.c.n, �' s non DRAWING N. 0 EB-0006719 AS APPLICABLE. :E ••• WAVIER Uc x441ti]E M/i Ix. v j1 -11—ET 11 OF 18 22(2) /10 x 1'F.H. S.D.S. 21(2)X10 x 1 1/4'P.H. S.D.S 21 (2) X70 x t 1/4'P.H. S.D.S I \ � SI CONT.SILICONE 6 31 CONT.SILICONE � 1 L 1 8 31 CONT.SILICONE 0 9 a 3 (2)#10 x 1 1/4'P.H. S.D.S 31 CONT.SILICONE 21 21(2) g10 x 1 t/a'P.H. s.Ds P.H.S.D.S 31 CONT.SILICONE 21 (2) X10 x 1 1/4' I • `\ 31 COM.SILICONE • 2 14 • • 1 • • • `� I fta • 0000 • • � I �••• • • _1711 • 0000 • •e •• �, '� `�\ 0000 w ••• •••w•• • •i•+ R)•/to x t'F.R.S.t.S.• w • • CORNER CONNECTION STILE AT -0 • ••ARNER CONNECTION AT•••• TOP AND BOTTOM RAIL 21 • 0000• FRAME HEAT AND SILL • (NON OPERABLE PANEL) . CORNER CONNECTION STILE AT PRODUCT Rcv7ssD ••w•S(j6LE 1/4" • 000000 SCALE 1/a'• e 1^ 2) /,o x 1 1/4• 70P AND BOTTOM RAIL xT eon,MrR`wtro ale FloEid. �.H.S.D.S Ouilding Cede • • • (OPERABLE PANEL) • • • • SCALE 1/4" = 1" G tellOn DYe 000000 •w•• � By • . MiIIm� fide Product Cint 0000 .. r 1 DAM COONTY �P '�`: ::�j�ENSF''••., FLORIDA BUILDING CODE(High Velocity Hurricane Zone) N0.44167 02015 nLTECO INC. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR mm ff.. y FRL 7. C • LL'' ' E O INC. HIIALEAH.FL 3301{ O6 90 WEST 78 ROAD DATE 15 �pj��{RR ••y 71lllT TESTING!ENGINEERING COYPAN7 PHONE(305)SM-8103 �LiJTT4V�:•�1� FA%:(305)558-6655 - F .. eau eP.w.x em a s..1 n Naaru eAaaNs.1�xnee �0 L .:t 1 - t u - G NERAL .w.•v.a oEm1xK1•cwn 15-161 1SSA�F. 1111. mit:EB-0006719 -zs' �S av[1r~a� ORAWINO No V P.E4'F'SL'M Omm. )W ATE WALTER A.TILT Jr. P.E. ^w FLORIDA Lic.44115 W. SNEET 18 OF IB ° � z MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Alumina Distribution Center,LLC 14475 NW 26th Ave Opa Locka,FL 33059 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 ADC-112556 Aluminum Outswing Doors w/wo Transom or Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. 15-250,titled"Series ADC-112556 High Impact Outswing French Door w/Transom or w/Sidelites", sheets I through 24 of 24,dated 09/28/15,prepared by Tilteco,Inc.,signed and sealed by Walter A.Tillit,Jr.,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure ratings(DP)in sheet 21 for single&double doors. See Doors w/Transom or w/sidelites VS max frame Height and max frame width in sheet 21.Lower Design Pressure shall control. 2. The total frame area of alternate sizes must not exceed 122.22 ftZfor doors w/sidelites and 82.22 ft2 for double door w/Transom.Frame height for sidelites is 100"max. 3. Transom and vertical mullions have been analyzed at 49 PSF(ASD). See Sheet 22 for anchor schedule. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Cali,Colombia and series and following statement: "Miami-Dade County Product Control Approved",noted 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. 00 INSPECTION: A copy of this entire NOA shall be provickdto tyl e;%4 It jhP,rr *facturer or its distributors and shall be available for inspection at the job site at the requestbf th8:34illit©f011. '• This NOA consists of this page 1 and evidence pages E-1, As'welf 9s approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. . ... . . ... . IffMIAMFDADE COUNFY NOA No.15-0409.07 :.. :• •• ExpitatioA Date: October 08,2020 Approval Date: October 08,2015 KIr •.. • . • .•. . . Pagel . • • • . • • • . .. .. . . . .. .. Aluminum Distribution Centre,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 15-250,titled"Series ADC-112556 High Impact Outswing French Door w/Transom or w/Sidelites",sheets 1 through 24 of 24,dated 09/28/15,prepared by Tilteco, Inc., signed and sealed by Walter A.Tillit,Jr.,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)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 w/transom and doors w/Sidelites,prepared by Fenestration Testing lab,Inc., Test Report No. FTL-8131, dated 01/21/15, signed and sealed by Idalmis Ortega,P.E. Note: This report has an addendum letter dated AUG 07, 2015,issued by Fenestration Testing C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2014 (51h Edition),dated 03/06/15 and 08/25/15, prepared by Tilteco,Inc.,signed and sealed by Walter A. Tillit,Jr.,P.E. 2. Glazing complies w/ASTMS-1300-02,-04 and-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). ' I E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I. F DuPont DeNemours &Co., Inc. for the"Sentry Glass ® (Clear and White) Glass s` Interlayers", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition)and letter of no financial interest dated June 09 2015 prepared b Tilteco Inc. signed and sealed b Walter A.Tillit �p P Y � � Y , Jr.,P.E. 2. Lab compliance as part of the above referenced test report. r G. OTHER 1. Test proposal# 11-1141(revised 07/23/14)approved by Jaime D. Gascon, P.E. 2. Distribution agreement dated 0$/4 41 9 betyveer;Clmupo Alumina, Colombia € (manufacturer) and Alumilyzm lilst ?iuiot CcttrN Opalocka(distributor), signed by Michael Gil, CFO and Mario Gallejae;presi&4.raspectively on behalf of their companies. ' haq 1.Chanda,P.E. ' Product Control Examiner NOA No. 1.5-0409.07 i Expiration Date: October 08,2020 ... • . ... Approval Date: October 08,2015 • • • • • • • • • • GENERAL NOTES: 1. SERIES ADC-112556 HIGH IMPACT RESISTANT OUTSWING FRENCH DOOR, SHOWN ON THIS (COMPONENT 22 ), THRU 1" P.T. WOOD BUCK. PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE (C) TO EXISTING xP.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) = 1". WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE. SERIES ADC-112556 HIGH — 1/4"4 TAPCON ANCHOR W/ 1 1/2" MIN. EMBEDMENT, AS MANUFACTURED BY ITW/BUILDEX, INC. IMPACT RESISTANT OUTSWING FRENCH DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE (COMPONENT @2 ). ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 OF THE ABOVE MENTIONED (D) TO EXISTING MIN. 1/8" THICK ALUMINUM TUBE (6063—T5 ALLOY) MIN. EDGE DISTANCE (E.D.) _ 1/2 CODE, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE . RATINGS INDICATED ON NOTE 3 BELOW. — 1/4"G-14 TEK SCREW, AS MANUFACTURED BY ITW/BUILDEX, INC. (COMPONENT ), FULLY ENGAGED. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER (E) TO EXISTING MIN. 12 GAGE STEEL MEMBER (MIN A-653 GRADE 33 OR A-36) MIN. EDGE ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY DISTANCE (E.D.) = 1/2 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON — 1/4"0-14 TEK SCREW, AS MANUFACTURED BY ITW/BUILDEX, INC. (COMPONENT 2� ), FULLY NOTE 3 BELOW. ENGAGED. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A MAX. LOAD BEARING SHIM, WHEN ALLOWED BY THIS DRAWING. 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. A 10. PROVIDE 1/4" DURATION FACTOR CD=1.60 WAS USED TO VERIFY FASTENERS IN WOOD. 11, DOORS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY THIS DOOR'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS WITFf SECTION 1626 OF TH€€ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, APPLIED TO. • •• TAS±203!SER FENE�TROTTON•TESTING LABORATORY, INC. LAB REPORT #8131 AND AS PFR SUBMITTED %TRUCTURAI. CALOULATIONS, PERFORMED AS PER SECTION 1616 OF THE FLORIDA 12. ALL DOORS COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING • • BUILOIN6•OME. SHALL BE SEAL/CAULK TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL ALL AROUND FULL •• ••• • • • • LENGTH. • 2. REMAIN 4G COMPONE?ITS jQg THIS FRENCH DOOR SYSTEM SHALL BE AS INDICATED ON BILL OF 13. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT • MATERIALS AND COMPONENT SHEETS 2, 3 AND 4 OF THIS DRAWING. •• ••• '..,�••�•�� •• •• PRODUCT IN ACCORDANCE WITH SECTION 1710.5 OF THE FLORIDA BUILDING CODE. ONE • •••3• MAAM&&§^ DESb; &CSSURE RATINGS FOR THIS PRODUCT SHALL BE AS SHOWN ON SHEET LABEL SHALL BE PLACED FOR EVERY OPENING. • • 21 SEE DOOR ELEVATIONS ON SHEETS 5 THRU 10 FOR QUALIFIED CONFIGURATIONS. 04 000 •••• •••• 14. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE • •4• -1 HRESISTANT IMPACT INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM ••4 ••• THE P.A.D. 5. I (a) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION •• ••• INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES •4 • •• • •• NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY • ALL qW'V lyUM EXTRL%dNS CALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER, AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. •• 0006,WI FF '1'155 ksi MINIFF�JUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS TH• Y— •0 DRAWIAiQIII• (h) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 7 ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL (c) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. AWNm•d AIR--pb*oWAD the WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRFNGTH & SHALL COMPLY W FLORIDA BUILDING CODE SECTION 2411.3.3.4. ��r /S 8. WOOD BUCKS, BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE THIS DRAWING SHALL ONLY BE USED TO �E7 OBTAIN PERMITS IN THE STATE OF FLORIDA BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G=0.55. AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE FLORIDA BUILDING CODE. '//p n IL Tit 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) (A) TO EXISTING POURED CONCRETE: (MIN. 1'c = 2000 psi), MIN. EDGE DISTANCE (E.D.) = 3". `��.% ��GENSF'•:9 SERIES ADC-112556 HIGH IMPACT 02013 TETECO,INC DRAWN By — 1/4"0 TAPCON ANCHOR W/ 1 1/4' MIN. EMBEDMENT, AS MANUFACTURED BY ITW/BUILDEX, INC. RESISTANT OUTSWING FRENCH DOOR W1/ M.L (COMPONENT 22 ), THRU 1" P.T. WOOD BUCK. TRANSOM OR W SIDELlTES (B) TO EXISTING A.S.T.M. C-90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE (E.D.) = 3. 3z ILECO1Nc. ALUMINA DISTRIBUTION CENTER OB/��915 % •(` t� — 1/4"t0 TAPCON ANCHOR W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW/BUILDEX, INC. TILLIT TESTING&ENGINEERING COMPANY 1"75 NW 25 t11 AVE�_�QF( P;' oPATE -LOCKA x3054-3121 15-250 a3-0006719 _ DRAWING No A. / WFLDRIOA Ua/44167E W,VIe ry P.E. SEfCf/sIfJDIA17UkE/DATE „�„ 6NEE1 1 OF 24 1.750" 4.753" 0.125" 4.175' I- 1.000"� T � -I 2.000" 2.000' 1.750" 1.750' 1.75 2.1 26' 0.093" 1.5007E:;i I ' 1 0.626" 0.125" 4.663" 0.080' 6.000" 6.090" �--0.094" J 0.040" @INACTIVE LOCK STILE ACTIVE LOCK STILE HINGE & LOCK STILE FRAME HEAD & JAMB O 1 6063-Te ALLOY 2 6063-T6 ALLOY 3 6063-T6 ALLOY IDELITE & HEAD OD OOR 6063-T6 ALLOY 0.094" 0.080" 0.653"�{ o.oao" 4 TOP & BOTTOM RAIL 0.080 3.802" 6063-T6 ALLOY T- 2'000' 0.626" 0.062" 1.09 � Tp 0.231" 0.062" �-2.842' L- 1.062" •• 0.062" -r- 0.352" • • 0.875" • • • 1L-•� 4.000• 1.594" �- 2.000" 0.156" 0.782" •• ••• g" & HEAD FRAME GLAZING ADAPTER FOR LAMINATED GLAZING ADAPTER SIDELITE & TRANSOM FOR •• ••• •�• DOOR 8p SIDEUTE7 SIDELITE JAMB & TRANSOM INSERT 8 & LAMINATED-INSULATED GLASS 9 LAMINATED & LAMINATED-INSULATED GLASS • 6063-T6 ALLOY 6063-T6 ALLOY 606}T6 ALLOY 6063-T6 ALLOY • •• ••• •• •• •• • • • • 0.062" ••••••••••• ••••••••••�� 1.56 4•"•• .760" 1.517' 0.7 62" 0 388' �j�•f048 105 1.093" 0.060•0. • • •••• _•'�• GLAZING BEAD GLAZING BEAD FOR WE AD & SILL COVER PLATE •••••• 1 063T6 ALLOY • • WEATHER STAIR aWAPTER LAMINATED-INSULATED - 6" n LAMINATED GLASS- 7/16" •••••• 1 0•6063 i 6 ALLOY 000000 11 1 2 6063-T6 ALLOY • • • • 2.000" • • •• • •• 2.090" 0.5" • • • o •••••• •••• 0.1�7� r R0.500" ---][--0.107" (QUALIFIES 1") 0.150 o ••••••R0.5 3.7150" 0 7.750" 0.500" 1.750" 0.626" 1.604"1.681" ^m5 o o 0.125" 1.5" 0.52d' I 0-TF .050" 0.638' (TYP.) (QUALIFIES ° �f1' J- 2.000"--� 1.585") 2.0010" o --o.sta SCREW COVER FOR DOOR JAMB, ° SCREW COVER FOR TRANSOM STILE FOR SIDELITE PANEL DOOR HEAD & SIDELITE JAMB s.sco" f 14 6063-T6 ALLOY 15 6063-T6 ALLOY 1 6 606}_76 ALLOY 21 (U-CHANNEL) AppF•6ed M�Wloi wilh OM 6063-Tfi ALLOY �1EXTRUDED HINGES I 8"(TYP.) FIGEid� 5"LONG 6063-76 ALLOY Dale 'a_ 42" Mi=dDedePwoetl9e•dHOLE FLORIDA BUILDING CODC (I11GH VELOCffY HURRICANC ZONE) " SERIES ADC-112556 HIGH IMPACT WN BY 1 1COMPONENTS °'°'°°`�`° O�M.L RESISTANT OUTSIYING FRENCH DOOR W/ �� TRANSOM OR W SIDEL.ITESSCALE: 3/8"=t" "O' TAYF - "��COALUMINA DISTRIBUTION CENTER 08/19/15 •!cCOR10P: TvuSTIR m weNG1�NCE RINaG COMPANY 14475 LOrw.uiL..� 15-250 SHOOT BOLT GUIDE = /�F��' �C� N < 3305,-312, 6083-T6 ALUMINUM ANGLE Z. A1NA III EB-00°6719 z DRAWING No i F/F WALTER A nLUT Jr.P.E. P.E. SEAL/Srd' PURE/DATE nOMD^U`• {4167 SHEET 2 GF 24 1 i o BILL OF MATERIALS COMPONENT DESCRIPTION DIMENSIONS REMARKS MATERIAL 1 INACTIVE LOCK STILE SEE SHEET 2 6063-T6 2 ACTIVE LOCK STILE SEE SHEET 2 6063-T6 3 HINGE&LOCK STILE(SINGLE DOOR)&HINGE STILE(DOUBLE DOOR) SEE SHEET 2 6063-T6 4 TOP&BOTTOM RAIL SEE SHEET 2 6063-T6 5 FRAME HEAD&JAMB @ SIDELITE&HEAD @ DOOR SEE SHEET 2 6063-T6 6 SILL&HEAD FRAME @ DOOR&SIDELITE SEE SHEET 2 6063-T6 7 SIDELITE JAMB&TRANSOM INSERT SEE SHEET 2 6063-T6 8 GLAZING ADAPTER DOOR FOR LAMINATED&LAMINATED-INSULATED GLASS SEE SHEET 2 6063-T6 9 GLAZING ADAPTER SIDELITE&TRANSOM FOR LAMINATED& SEE SHEET 2 6063-TS LAMINATED-INSULATED GLASS 10 WHEATHER STRIP ADAPTER SEE SHEET 2 6063-T6 11 GLAZING BEAD FOR LAMINATED-INSULATED GLASS-13/16" SEE SHEET 2 063-TB 12 GLAZING BEAD FOR LAMINATED GLASS-7/16" SEE SHEET 2 6063-T6 13 HEAD AND SILL COVER PLATE SEE SHEET 2 6063-TB 14 SCREW COVER FOR TRANSOM SEE SHEET 2 6068-T6 15 STILE FOR SIDELITE PANEL SEE SHEET 2 6063-T6 16 SCREW COVER FOR DOORJAMB,DOOR HEAD&SIDELITE JAMB SEE SHEET 2 6063-T6 17 #14x 1 1/2"S.S.TEK SCREW 5"FROM JAMBS,BALANCE @ 12"O.C. SIDELITE JAM8 INSERT-TRANSOM INSERT&RETAINER CLIP SCREW STEEL 18 #12 x 1"PAN HEAD S.S.TEK SCREW 6"FROM ENDS,BALANCE @ 7"O.C. SIDELITE JAMB STILE(PANEL CONNECTION) STEEL • 19 #14 x 2 1/2"H.H SCREW,5"FROM JAMBS,BALANCE @ 12"O.C. DOOR-SIDELITE-TRANSOM(FRAME ASSEMBLY)-180 Ksi TENSILE STRENGTH STEEL • • ••2p • #1(1-^ F.H.S.S.TEK SCREW @ 8"O.C. GLAZING ADAPTER&FRAME HEAD/JAMB ASSEMBLY&HINGE/LOCK STILE STEEL •• ••• • • 71 *RETAINER CLIP AT DOOR PANEL,W/(2)#74x3/4 TEK SCREWS TO STILES,JOINS RAILS W/STILES 1@ 6063-T6 •• ••• TAPC (ITW/BUILDER)CONCRETE ANCHOR 1/4"0-SEE GENERAL NOTE 9 ON SHEET 1 STEEL • 22A • TIEK SOREW(ITWBUILDEX) 1/4"0-SEE GENERAL NOTE 9 ON SHEET 7 STEEL • 23 EXTRUDED HINGES 3 1/2"X 7 3/4"POWDER COATED W/(6)#1D-20x7/16"F.H.S.S.MS TO FRAME&W/(5)#10-24x7/16"F.H.S.S. 6063-T6 •• ••• •• •• MS TO DOOR PANEL • 24 0 JVIYG BULB 0.250"x0.345"(ULTRAFAB) VINYL • ••• 25 FIN SEAL PILE W/PLASTIC ULTRAFAS • ••• 000 *M THER STRIPPING PRO-LON FOAM • • $00027 *AedT BOLT TOP&BOTTOM 3/80 x2"(2)REQ'D @ ACTIVE+(2)REQ'D @ INACTIVE.PENETRATE 2"MIN.INTO HD/SILL STEEL •• ••• • • • 27A 6610C11TaBOLT GUIDE TOP&BOTTOM SEE DETAIL SHEET 24.1 1/2"x 1 1/2"x 118"x 0'-1 1/2",6063-T6 ALUMINUM ANGLE ALUMINUM •• ••• 2 E ROD TOP&BOTTOM ALUMINUM • • 26 3 POINT LOCK ACTIVE HANDLE W/MECHANISM&RODS W/CYLINDER LATCH&DEAD BOLT STRIKE,LEV R COMPRESSION LOCK MANUFACTURED BY ASSA ABLOY • ••• • �A 2 NUF CURED BY ASSA AGLOYCK ACTIVE HANDLE W/MECHANISM&RODS W/INSTALLATION AT(2)#8-32 x 7116"SCREWS PER PANEL&TWIN BOLT LOCK W/(1)#8-32 x 7/16"SCREW PER PANEL A4A30 STRUCTURAL SILICONE DOW CORNING 995 ALL AROUND GLASS SILICONE 1 NON STRUCTURAL SILICONE DOW CORNING CONTRACTORS AS SHOWN SILICONE CONCRETE SEALANT CCS 32 BUMPER SPHEAR SILICONE 33 FLUSH BOLT HARDWARE ASSA ABLOY,7 mm ROD W/(2)#8 x 1/2"SMS TO STILE PLATED STEEL TWO POINT LOCK SYSTEM WITH ACTIVATING LEVER TYPE HANDLE,KEY 33A OPERATOR ON THE EXTERIOR,THUMB TURN ON THE INTERIOR WITH NO 38"FROM BOTTOM,ONLY USED AT ACTIVE DOOR IN DOUBLE DOORS OR AT SINGLE DOORS PLATED STEEL VISIBLE PRODUCT MARKINGS 34 SETTING BLOCK E.P.D.M. 35 CONTINUOS THREADED ROD 3/8"0,W/(4)S.S.SECURITY NUTS W/NYLON INSERT EACH DOOR PANEL(2 PER DOOR) STEEL 38 WEEP HOLES 1/16"HIGH x 1 15/16•' T LD 2 PER DOOR 14 FLORIDA BUILDING CODE (HIGH VELOCNY HURRICANE ZONE Q :• ' 9=_ •,GPrm'd a WGWlywV wdf6 tG,e V�GENSF''••., _ > FNN� SERIES ADC-112556 HIGH IMPACT p� a ."15 mTEGG,w DmwN By N _ O 7- RESISTANT OUTSWING FRENCH DOOR W/ u.E NOAS . 7 n iat TRANSOM OR W SIDELITES By �SaA k4 �t� -o'•. > � ;'t�4` /�E C 0 1wc. ALUMINA DISTRIBUTION CENTER 08/19/15 _gyp'' F��R�pP: y �� TLL1T TES IND k ENGINEERING COMPANT 14]5 NW 28 M AVE. GATE �C'•••...... n5 wraw oyooen vtm OPA—LOCNA.FL C. 6 33054-3121 15-250 0 ••t/f flf 11 WALTER A0006]t Jr.P.E DRAWING No p.E!SEZL�lVATURE/DATE FLORIDA lJc./44167 a sxEET 3 DE 24 BILL OF MATERIALS (CONT'D) COMPONENT DESCRIPTION MATERIAL 7/16"NOMINAL LAMINATED GLASS W/3/16"H.S.GLASS+0.090" 36 BUTACITE PVB INTERLAYER BY KURARAY AMERICA,INC. GLASS +3/16"H.S.GLASS. 37 13/16" INSULATED-LAMINATED GLASS W/3/16"TEMPERED GLASS OUT BOARD -1/4 ARGON SPACER+3/16 H.S.+0.090"BUTACITE PVB INTERLAYER GLASS BY KURARAY AMERICA,INC.+3/16"H.S.INBOARD 7/16" NOMINAL 13/16" NOMINAL 36 0.030" THK •• 30 6063—T5 A. LUMINUM • EXTERIOR EXTERIOR 37 SPACER ALL AROUND .. ... 24 • 4 i , 30 •0•••0 12 0000. 32 � • :.% DQE w 11 32 .. ... .. .0 .b;-J� . L7 34 J . ... 0 000 0000*0 8 L' 34 . ... 0000 0000 8 . . 0000 0000 • 20 • •• ••0 • •• GLAZING DETAIL 1 GLAZING DETAIL 2 0000. 0000 AT 6 • AT 0000 - - SCALE: 1/2"=1" SCALE: 1/2"=1" �ioppiNwedaieyte�r wade 13.rc o HARDWARE SCHEDULE NL _ a7 Mind DRAB fay 1�• c., OPTION #1 REQ'D HARDWARE AT DOUBLE DOORS REQ'D HARDWARE AT ACTIVE DOOR AT INACTIVE DOOR AT SINGLE DOORS TOP / 33 TOP / 33 TOP / 33 111 T 1 BOTTOM BOTTOM BOTTOM AA11y�Q�'.•''��EN 1/9 FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) AT 38" FROM AT 38" FROM AT 38" FROM �� ' 'SF •'•' SERIES ADC-112556 HIGH IMPACT BOTTOM BOTTOM N/A BOTTOM �� ezG1s mTEco,INc RESISTANT OUTSMNG FRENCH DOOR W/ DRAWN TOP / 29 TOP / 29 TOP / 29 *— —_ * ; TRANSOM OR W SIDEUTES u BOTTOM O BOTTOM O BOTTOM O oe to is 2 % a ;/ S, ii ;'tQ 4; IL E G O ALUMINA DISTRIBUTION CENTER AT 38" FROM AT 38" FROM AT 38" FROM �/ Tll L TESTING A ENGINEERING COMPANY 1"76 NW 26 N AVE. DATE 29 N/A 29 O•• P 1 ws N�w."aau�.s.m.aoN WaaxW wmwa,R A+u OPA—LOCYA,R BOTTOM O BOTTOM BOTTOM _ .� '•., ORID•,: 01 1 :L mom,_, o.,, _ _ 33054-3121 15-250 SIONALE 111111 WALTER AA TILIlf1 J9 P.F- ." DRAWING No P.E!S�?Yj&FiMMUkE/DATE FLORM ua 1 41167 �� sNE6r 4 OF 24 DOOR DOOR DOOR SASH WIDTH SASH WIDTH SASH WIDTH (SEE SCHEDUL (SEE SCHEDULE— (SEE SCHEDULE— SHEET 21) SHEET 21) SHEET 21) A/11. 2 OR 2A A/11� DETAILI/24 (SIM. 4" 4' 1-€ DETAIL 1/24 4" 2 OR 2 (SEE SCHEDU (SIM) 4" TYP. 4" (SEE SCHEDU SH ET 22)TYP. SHEET 22 TYP. 1fO-W FD/14 ®* 11"TYP. OR ®CR(DTH D.L.O.WIDTH DL.O.WIDTH DOOR SCHEDULECHEDULE DOOR (SEE SCHEDULE (SEE SCHEDULE "S"(SEE SCHEDULE FRAME HEIGHT EET 21) 22) FRAME HEIGHT E SHEET 21) SHEET 21) SHEET 22) (SEE SCHEDULE (SEE SCHEDULESHEET 21) � DOOR SHEET 21) g \ubJ SASH HEIGHT OR © OR SASHOHEIGHT (SEE SCHEDULE OR 3dbb7RR SEE SCHEDULE HEIGHT• •• D.L.O. HEIGHT (SEE SCHEDULE• • SHEET 21) (SEE SCHEDULE SHEET 21) • ••,WrT 21) 38., SHEET 21) 3 .,•• ••• • •• D \ E E/15 \ E/15 •• ••• •w •�• - - ®OR g* . • • • • • ••• • ••• •••w� X 5 7/8" X X 5 7/8" • • NA • ••• •r•• 1t•••• --- TYP. ICTIVE ACTIVE 11„ — TYP. w • DETAIL•IM i4k _ s 1/8" A/11.4 OR 9 a" s 1/8" •: ••• r••• : / • A/1 1, TYP. DETAIL 1/24 TYP. • *(TYP. TQP 860 (TYP. TOP & CLUSTER OF (4), (5) OR (6) • BOTTOV • DOOR BOTTOM) OR ® (SEE SCHEDULE SHEET 22 •• r•• 0000 • FRAME WIDTH TYP.TOP & BOTTOM • • (SEE SCHEDULE— SHEET 21) DOOR FRAME WIDTH TYPICAL EXTERIOR ELEVATION * SEE SCHEDULE ON SHEET 4 (SEE SCHEDULE SHEET 21) SINGLE DOOR TYPICAL EXTERIOR ELEVATION nrad• "�t°` DOUBLE DOOR eb 40 X5'07 Mined TYPICAL EXTERIOR ELEVATIONS FOR SINGLE & DOUBLE DOOR W/0 TRANSOM NOR S I D E LI T E S ,�`��\ ��C ENS<( '•.J9 FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 3/8"=1'-0" ��, C2015 MTECO,INC SERIES ADC-112556 HIGH IMPACT ORawN fir -_ RESISTANT OUTSWING FRENCH DOOR W/ u.L * TRANSOM OR W/ SIDELITFS �� : Q . ECOIMc. ALUMINA DISTRIBUTION CENTER =_O_•�''..F(p ` v .:c.ex � ��6m,-,s]I 18/19/15 TWT ETING ENGINEERING COMPANY 1473 NW 26 N AVE , RIOPOAFL M054-3121 15-250 wuiErtrtw0n 77/Jr.F.E. DRAWING Na P.E. SEAL%3fBhJPfRRfZ�/DATE -MA Ui /Nib] E sxEEr 5 or za a]w,. TRANSOM WIDTH TRANSOM WIDTH (SEE SCHEDULE (SE SCHEDULE SHEET 21) SHEET 21) B/12 B/12, 5" TYP. 44 „ 5" TYP. 14. 2 OR 2 „ " N S Y D.L.O. IDTH D.L.O.WIDTH TRA SOM D.L.O. F/ 6 SEE SCHEDULE F/16 "S"(SEE SCHEDULE TRA SOM D.L.O. F/16 (SEE SCHEDULE SHEET 21) F/16"S"(SEE SCHEDULE HEIGHT SHEET 21 HEIGHT HEIGHT(SEE (SEE - ) SHEET 22) SCHEDULE (SEE - SHEET 22) SCHEDULE SCHEDULE SHEET 21) SCHEDULE DETAIL 6 OR SHEET 21) SHEET 21) DETAIL ©OR LUSTER OF (4) ® SHEET 21) ® CLUSTER OF 4) OR (6) 1/2 OR ® TYP. 1/24 ©OR (SEE (SIM.) ——— (SIM.) ——— SCHEDULE HEET 22) 148" MAX. ®ORg 148" MAX. TOTAL FRAME TOTAL FRAME CR 9 ��7^7q� HEI HT "S"(SEE SCHEDULE HEI HT 0R LE D.L.O.WIDTH SHEET 22) D.L.O.WIDTH D.L.O.WIDTH (SEE SCHEOU DOOR (SEE SCHEDULE DOOR (SEE SCHEDULE (SEE SCHEDULE SHE 22) TYP. FRAME HEIGHT E SHEET 21) FRAME HEIGHT E • SH ET 21) SHEET � ) (SEP SQFIE LE (SEE SCHEDULE \ • • SAEET•2�� • • SHEET 21) 9 "S"(SEE SCHEDULE //'"'�� DOOR � SHEET 22) DOOR • • •• ••� • J6J OR* SASH HEIGHT 6 OR* C J SASH HEIGHT • •••• • • • 3 OR 3 OR SEE SCHEDULE D.L.O. HDIGINT • (SEE SCHEDULE D.L.O. HEIGHT • (SEE SCFR&FILL • \ ® 3 SHEET 21) (SEE SCHEDULE / SHEET 21) • •••• •• SHEET 23� • SHEET 21) © 3 • • • •••• • ••• •••i • E / • • D/14 \ D/14 E/15 \ E/15 *000 • • • - / ®OR 9 OR� - 5 7/8" • •••• • •• •••• L77y/p8" • • •••• X —\ INACTIVE ACTIVE TYP. • _ — — • .••. . • iL"• • • 8 R® 4'• • •••• •••• • 4" 4» 4,. TYP. 4„5 1/8” • • DETAIL 1/2 B/12, — 5 1/8" DETAIL 1/2.4 B/12, TYP. •••• (TYP. TOP & nP• (TYP. TOP & LUSTER OF 0�2 5 OR BOTTOM) DOOR BOTTOM) DOOR DOOR (SEE SASH WIDTH SASH WIDTH SASH WIDTH (6) ©2 OR (SEE SCHEDULE— (SEE SCHEDULE---(SEE SCHEDULE— SCHEDULE ST 22) SHEET 21) SHEET 21) SHEET 21) APProvM s atitA the DOORDOOR FRAME WIDTH Flo" Ztr FRAME WIDTH (SEE SCHEDULE SHEET 21 Tie nk (SEE SCHEDULE-- TYPICAL EXTERIOR ELEVATION "* °, SHEET 21) * SEE SCHEDULE ON SHEET 4 ,Y,,,,,, e. A TI( - DOUBLE DOOR W/ TRANSOM TYPICAL EXTERIOR ELEVATION %..; C F' EN3 ✓µ SINGLE DOOR W/ TRANSOM ``��` Q' '.\ FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) � : mis mrEcro,r+c SERIES ADC-112556 MGH IMPACT DRAWN BY RESISTANT OUTSWING FRENCH DOOR W/ M.L. TRANSOM OR W SIDEUTES TYPICAL EXTERIOR ELEVATIONS FOR SINGLE F ,:`� IL ECO.N, ALUMINA DISTRIBUTION CENTER 08/19/15 TIWT TESTING&ENGINEERING COMPANY 14475 NW 26 N AVE. DATE & DOUBLE DOOR W f TRANSOM _o,�=•.FCORIOP'� Atss R.w.au s4 s.m AGM wom a,e. OPA—EOCRA,FL G d >osu-+sb :c o.x„-,s�, aws4-3121 15-250 3/8"=l'—O” = ON Ak-L tlt,l't WALTER®A CO67'Jr.P.E ea DRAWING No P.E. SEAL/1_&14/DATE ARIDA 1.1./41167 n,•n• snaT 6 OF 24 MAX. (2) SIDELITES EA. SIDE MAX. (2) SIDELITES EA. SIDE DOOR MAX. MAX. SASH WIDTH MAX. MAX. SASH WIDTH SASH WIDTH (SEE SCHEDUL SASH WIDTH SASH WIDTH (SEE SCHEDULE (SEE SCHEDULE— SHEET 21) (SEE SCHEDULE`— (SEE SCHEDUL SHEET 21) SHEET 21) AM 1 SHEET 21) SHEET 21) 2 OR �G1fy C/13, 4"TY. DET IL(SI1 24 4"TYP. (SEE SFE SCHEDU SHEET 22) TYP. OR®* D.L.O.WIDTH (SEE SCHEDUL D.L.O.WIDTH FRAME HEIGHT D.L.O.WIDTH D.L.O.WIDTH D.L.O.WIDTH FOR DOORS SHEET 21) (SEE SCHEDULE ( "S"(SEE SCHEDULE (SEE SCHEDULE E SHEET 21) (SEE SCHEDULE SEE SCHEDULE & SIDELITES SHEET 21) SHEET 21) SHEET 21) SHEET 22) (SEE SCHEDULE SHEET 21)** DOOR & SIDELITE SASH HEIGHT •• © © 6 OR* © (SEE SCHEDULE • • • ••• • ••D.L.O. HEIGHT OR OR R OR OR SHEET 21) •• ••• • • (•SEE SCHEDULE • • • • •SHEET 21) \� 0000•• •• ••• • • EO. \ G/17 • • • G/17 - • 0960•. - OR2 6 **be** •• •• • • •• • ' 0 0 0 X 0 0 • • ••• 0000 • • ••• 0000 ••• • • • • P / • • 6.96 ••• — • • • •6:••• C/13' DETAIL 1/24 •• •9• •• • •9 6 9•• 5" A/11, (TYP. TOP & • • • • ryp. BOTTOM) 9 6• 6.6 MAX. MAX. DOOR MAX. MAX. •• 9•• •••• • • SIDELITE WIDTH SIDELITE WIDTH FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH • • (SEE SCHEDUL (SEE SCHEDUL (SEE SCHEDUL SEE SCHEDUL (SEE SCHEDUL • •• SHEET 21) SHEET 21) SHEET 21) SHEET 21) SHEET 21) •'4�pa1.6drp ;n8 witi,tw AX. TOTAL FRAME WIDTH=176" " n.File" e v_ Mihai 44 Prodi�t Cand TYPICAL EXTERIOR ELEVATION OF � R SINGLE DOOR W/ SIDELITES 3/8"=1,_O., i,Eii�•�� .....,./T✓ FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ,4 '�ruENSF SERIES ADC-112556 HIGH IMPACT * SEE SCHEDULE ON SHEET 4 rams mEno,iNc DRAWN BY RESISiANi OUTSWING FRENCH DOOR W/ N.L '* MAX. TOTAL FRAME AREA SHALL NOT EXCEED 122.2 FT' : TRANSOM OR W SIDELITES �s IL ECOinc. ALUMINA DISTRIBUTION CENTER 06/19/15 �O ST ,L OF =•(�. TWT TESTING R ENGINEERING COMPANY 1+475 NW 26 N AVE GAS _9' sT.,s.ODl,NR9NM lJAo[la.M1 area GPA-LOCKA,FL /`/j��}••Fl(1R1OP �.` �.,:%,4sm,-,sem..,.: 33054-3121 15-250 S-S /O••••••Ga ~EB-0006]19 ra DRAWNG No 4,JiI I' WALTER A nLLlf Jr.P.E. P.E. 1 ,��ttL/DATE FLORIDA Lk./4418] a�NyVu SNEEE 7 OF 24 MAX. (2) SIDELITES EA. SIDE MAX. (2) SIDELITES EA. SIDE MAX. MAX. DOOR DOOR MAX. MAX. SASH WIDTH SASH WIDTH SASH WIDTH SASH WIDTH SASH WIDTH SASH WIDTH `(SEE SCHEDULE— (SEE SCHEDUL (SEE SCHEDUL (SEE SCHEDUL (SEE SCHEDULE (SEE SCHEDULE �� SHEET 21) SHEET 21) SHEET 21) SHEET 21) SHEET 21) SHEET 21) 2 OR (LlPJ C/134 A/114 4.. DETAIL 1/24 TYP. (SIM.) "TYP. (SEE SCHEDUL U SHEET 22) P. D.L.O.WIDTHI" ®OR 9*/ \ ORO "S"(SEE D.L.O.WIDTH SCHEDULE (SEE SCHEDULE D.L.O. TH D.L.)Q.WIDTH (SEE SCHEDULE SHEET 22) FRAME HEIGHT ' D.L.O.WIDTH SHEET 21) (SEE SPEEDULE (SEE SC EDULE SHEET 21) D.L.O.WIDTH FOR DOORS (SEE SCHEDULE E SHEET 21) SHEET\21) E . (SEE SCHEDULE & SIDELITES SHEET 21) SHEET 21) (SEE SCHEDULE SHEET 21)** & DOOR & SIDELITE ORSASH HEIGHT D.L.O. HEIGHT © © © @* © 0 (SEE SCHEDULE •• OR OR OR / OR OR SHEET 21) • • (SEE SCHEDULE \® 3 .' • • • ••• • SVIIET 21) •• ••• • to • • of •••••� • 1 E ®O * EO. H/18 •• .•• . • . � H/18 . • • • - MINA • • ••••• 0 0 / X 0 0 •• ••• •• •• • ACTNE • • • • 1.. • • TY • ••• •••• • • • • / --- / DETAIL 1/24 L • • •••• •••• C/13, 11, CL STER OF (4 (5)(5) OR (TYP. TOP & •• ••• (6) ©OR �2F) (SEE • • • •••••• $" $ 1/8" `7T'' BOTTOM) • YP. SCHEDULE SHEE 22) TYP. •• ••• •• • •••••• • • • • MAX. MAX.TYP' TOP & BOTTOM I MAX. MAX. • •• • •• SIDELITE WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH • • • • •• 0000 •••• • • (SEE SCHEDULE—(SEE SCHEDUL (SEE SCHEDULE SHEET 21) (SEE SCHEDULE—(SEE(SEE SCHEDUL • • SHEET 21) SHEET 21) SHEET 21) SHEET 21) •••• AX. FRAME WIDTH=176" *� Approved o cwVb*g wiM tb, TYPICAL EXTERIOR ELEVATION OF Daft 07 DOUBLE DOOR DOOR W/SIDELITES f ,1�'' R A. T! " jCEN FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) Sic;•. 9 ' SEE SCHEDULE ON SHEET 4 Z 02016 TIL 0 INC SERIES ADC-112556 HIGH IMPACT DRAWN *• MAX. TOTAL FRAME AREA SHALL NOT EXCEED 122.2 FT' RESISTANT OUTSWING FRENCH DOOR W/ M 5 � TRANSOM OR W SIDEUTES �;�•'., •'Q,o` I L ECO{wc. ALUMINA DISTRIBUTION CENTER oe/ts/ts i ��••.,F� R�Op.,:��{` TILLR TESTING&ENGINEERING COMPANY 14475 NW 26 th AVE DATE \ {{ roan - et eu em.,nolo neoera.n ss,ee OPA—LOCKA FL 33054-3121 15-250 AL X11{ ®.00067,9" DRAWING It.",, A.WALTER TRIP(JI.RE P.E. SEAL�S�IGA'TiURE/DATE an SHEET 8 0E 24 DOOR MAX. (2) SIDELITES SASH WIDTH MAX. MAX. (SEE SCHEDULE SASH WIDTH SASH WIDTH SHEET 21) (SEE SCHEDUL (SEE SCHEDULE— A/1 1-4 CHEDULA/11, SHEET 21) SHEET 21) DETAIL 1/24 C/13, 2 OR 22 "TYP. (SIM.) "TYP. (SEE SCHEDU SHEET 22) TYP. ---�� OR®* FRAME HEIGHT EQ. D.L.O.WIDTH D.L.O.WIDTH D.L.O.WIDTH FOR DOORS (SEE SCHEDULE SEE SCHEDULE r CHEDULE O6'at"'6°'hb� & SIDELITES S"(SEE SCHEDULE SHEET 21) ( SHEET 21 (S SHEET SCHEDULE Fk_+ (SEE SCHEDULE SHEET 22 ) ) 22) Ore /e O *** / 7 SHEET 121 DOSASH HEIGHT TE M�f n 6 OR © 0 (SEE SCHEDULE •• I D.L.O. HEIGHT @* OR OR ) • • � 1�EE SCHEDULE•• � 38° 3 SHEET 21 •• ••• SHEET 20 • • \� • • • • • •• ••• •i ••i • • E I/19 • • • • - \ OR�* • •• ••. •• •• •• X 0 0 • • MAX. (2) SIDELITES • ••• • •• DOOR • • • • 5 7/8,. • • •••• •••• •• ••• TYP. DETAIL 1/24 C/13 \ • • • •••••• A/11, (TYP. TOP & 0 5" •• ••• •• • •• ••s 8 BOTTOM) TYP FRAME HEIGHT • • ••• 5 1/8"_ \ & R SIDELITES S • • • : •••• TYp, DOOR MAX. MAX. •• ••• •••• • • FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH (SEE SCHEDULE •••••• (SEE SCHEDULE (SEE SCHEDUL (SEE SCHEDULE— SHEET CHEDUL SHEET 21)*** SHEET 21) SHEET 21) SHEET Z1) s� o o JL AX. FRAME WIDTH=137 1/2" ** TYPICAL EXTERIOR ELEVATION OF 1371/2"*** SINGLE DOOR w, SIDELITES ** ** QUALIFIES MIRROR CONFIGURATION TOO. A. T! ' � FLORIDA BUILDING CODE HIGH VELOCITY HURRICANE ZONE SERIES ADC-112556 MGH IMPACT * SEE SCHEDULE ON SHEET 4 ozms MECO.INc DRAWN BY z RESISTANT OIffSWING FRENCH DOOR W/ M.L.*'* MAX. TOTAL FRAME AREA SHALL NOT EXCEED 95.5 FT ; TRANSOM OR W ELI SIDTES IL ECO �"9�1 :'ttom- 11S ,Nc. ALUMINA DISTRIBUTION CENTER oe/19/15 O V �� TICCIT TESTING&ENGINEERING COMPANY 14473 NW 26 tN AVE. DATE `<OR1D y.111 y n.n,ea OPA—LOCNA.R . .: ' 33054-3121 15-250 II...................////ettjl WALTER ADTLLIT1 Jr.P.F DRAWING Na P.E'SEALS164 4URE/DATE IlORIDA Lc1.A HI6T sNEEr R a zs MAX. (2) SIDELITES EA. SIDE DOOR DOOR SASH WIDTH SASH WIDTH MAX. MAX. (SEE SCHEDUL (SEE SCHEDULE— SASH WIDTH SASH WIDTH SHEET 21) SHEET 21) (SEE SCHEDULE- (SEE SCHEDULE SHEET 21) SHEET 21) 4 DETAIL 1/24 C/13� 2 OR 22 TYP. (SIM.) 4'•TYP. (SEE SCHEDU 01 /SHEET 22) TYP. ®OR 9*/ OR� "S"(SEE "S"(SEE SCHEDULE D.L.O. DTH D.L. .WIDTH SCHEDULE FRAME HEIGHT SHEET 22) FOR DOORS SHEET 22 (SEE S EDULE D.L.O.WIDTH D_L.O.WIDTH F (SEE S EDULE (SEE SCHEDULE (SEE SCHEDULE & SIDELITES E SHEET 21) SH SHEET SHEET 21) SHEET 21) (SEE SCHEDULE / DOOR & ** SHEET 21) / � SIDELITE Aw'°"°dtl"'°glymewith rlte �* O SASH SEEIGHT Ds /0 7 D.L.O. 6 3 36 6 36 D o 0NEIGHFT OR OR OR SCHEDULE Ifd �/a0/1fd • • • ��1• •• ••` •• SCHEDULE 3 1" / ® SHEET 21 •• • • • I �� 3 ) • • SHEET 21) •� ••• �•• •• i • EO/20 •• \ * * J/20 o - • X / X 0 O •• • •• •• • • • • • INACTIVE ACTIVE • ••• •••• •••• MAX. (2) SIDELITES DOUBLE DOOR • • • • • • •••• s•� ——_ DETAIL 1/24 -� • •• • •• �• 11 CL STER OF (4 ,, (5) OR (6) ©OR 2 (SEE (TYP. TOP & C/134 5„ / • X11'' BOTTOM) _j — •• •'• •• • •••••• SCHEDULE SHE 22) TYP. TYP / FRAME HEIGHT • • •:5 1/8" TOP & BOTTOM MAX. MAX. FOR DOORS • • • •TYP. DOOR FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH & SIDELITES •• ••• 0:9000* ••• • • (SEE SCHEDULE SHEET 21) (SEE SCHEDUL (SEE SCHEDUL I (SEE SCHEDULE • SHEET 21 SHEET 21 *-* •••• ) ) � / SHEET 21) MAX. FRAME WIDTH=176" --- TYPICAL "TYPICAL EXTERIOR ELEVATION OF ,76' •* DOUBLE DOOR1 W SIDELITES **ffff��A��, ** QUALIFIES MIRROR CONFIGURATION TOO. A.Tr •�.rvENSF•:.� FLORIDA BUILDING CODE (HIGH VELOCRY HURRICANE ZONE) \ = SERIES ADC-112556 HIGH IMPACT 1u1Exro.euc DROWN BY * SEE SCHEDULE ON SHEET 4 ��--n�.._ Z RESISTANT OUTSWING FRENCH DOOR W/ u.L *** MAX. TOTAL FRAME AREA SHALL NOT EXCEED 122.2 FTz TRANSOM OR W1 SIDELITES �IL EC O�Nc. ALUMINA DISTRIBUTION CENTER 08/19/15 $_p�,• �Op�pP,:°� 1\ TIIWT TESTING&ENGINEERING COMPANY 1"75 NW 26 th AVE. ATE 1 w o•rroec.n aa,ae OPA—LOCKA FL t P : r, '.m: 3305+-3121 15-250 f/f f f f I' WALTERE A OTLilft Jr.P.E rn ORAMiNC No P.E. SEAL/SI6�JAAfTURE/DATE F.11.U #i"167 '^'^'a SHEET 10 of z+ E.D. E.D. E.D. E.D. (SEE NOTE -(SEE NOTE— E.D. E.D. POURED CONCRETE (SEE NOTE 9/ EE NOTE 9/1) r 9/1) 9/1) 2x WOOD (SEE NOTE (SEE NOTE OR CONCRETE 22 I 22 BUCKS (SEE 9/1) 9/1) ALUMINUM BLOCK REQ'D. 1x WOOD //---NOTES (SIE 2 MULLION STEEL IIN. EMBEDMEIJT:' BUCKS SEE (SEE NOTE 9/1) (SEE NOTE 9/1);.,': ( IN. EMBEDMENT 9/1) OTHERS (SEE OTES 8/1, OTE 9/1) NOTE 9/1) 9/1) 31 _ 31 s/a nP. 129 0.250" 31 s/a rTP. 0.250" s/a nP. 0.250 MAX. SHIM MAX. SHIM MAX. SHIM 5 25 25 6 10 6 10 6 10 13 13 13 424 (D\-- @\l_ 4 24 4 24 29 OR �9 DR 33 R 9@OR 33 29 OR 9@ OR 33 D001�• EXTERIOR 21 5 EXTERIOR 21 EXTERIOR 21 5 Ava�.a■ • D O riDas. +dm ene • FR!(ME HL�IGHi • • •• 0 8 po(•Slt SCHEDULE • • 8 12 12SHEET 1:7• 12 (%OWN) % 11 (SHOWN) OR 11 (SHOWN) O (SEE SHEET 4) (SEE SHEET 4) BY• (SEE+SHEET � 1's� • 24 32 24 I 2 •• ••• •• •• •• 2 • ••• •• • •••i•• 24 D.L.O. HEIGHT 30 36 (SHOWN 30 • • 36 (•SHOWN 30 (SEE SCHEDULE 36 (SHOWN) OR n37• • � M• SHEET 21) OR 37 (SEE SHEET 4) • •• ••• (SEE•Sf Kf 4) 0- 32 1 (SEE SHEET 4) .. ... •. 12 (SHO1Ny}pf; 1 ALUMINUM MULLION OR • •• Zs (SEE•SHEEI� 8WOOD SUBSTRATE * STEEL MEMBER SUBSTRATE 4iEIGHT ••• 1 ° 35 SECTION A—A @ DOOR CIR (SEE SCHEDULE SCALE: 3/8"=1" SHEET 21) 29 OR OR 33 4 24 * TOP & BOTTOM MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS OF lx, 2x, NO WOOD BUCK OR METAL MULLION MAY BE COMBINED IN 13 ANY WAY TO SUIT ANY INSTALLATION AT TOP OR BOTTOM. IN CASE THAT 10 31 ALUMINUM OR STEEL MULLION WAS USED AT SILL, BUILDING OFFICIAL 25 6 'My�T..>iEBIJz ITS STRUCTURAL ADEQUACY. 38 0.250" :.....:...,• 31 MAX. SHIM r�.�;; �GENSF•....'P e FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) SERIES ADC-112556 HIGH IMPACT \ ozou nuEco,we DRAWN BY MIN. EMBEDMENT ',1 1•/2„ RESISTANT OUTSWING FRENCH DOOR W/ M.L POURED ,(SEE NOTE 9/t) ; .,: y� �S * TRANSOM OR W sloELrtEs CONCRETE REQ'D. '.': g'•:/ S'^I�OF4c�'` IL E C O INC. ALUMINA DISTRIBUTION CENTER 08/19/15 (SEE NOTE 9/1) E. 22 =�.t`' FCORtDP '.1.�1,`� ;u";;�"g°„ENGINEERINGmCeOm a tuOPA LO26 CK.IL DATE (SEE NOTE 9/1) �F ••' � •:Iw1n,-,�^.P^•: +>°t+-+u' 33aU-3121 15-250 719 POURED CONCRETE OR CONCRETE BLOCK SUBSTRATE * ''� p�r''�I WALTER n�L m Jr.P.E. ANO"O P.E. SEAL/�S'TwAfURE/DATE FLORIDA Lim 1"167 °'^'^'v sxEEr t1 aE 2t E.D. E.D. E.D. E.D. (SEE NOTE (SEE NOTE E.D. E.D. (SEE NOTE 9/ EE NOTE 9/1) 9/1) 9/1) (SEE NOTE (SEE NOTE 2x WOOD 9/1) 9/1) ALUMINUM POURED CONCRETE 22 BUCKS (SEE q OR STEEL OR CONCRETE 1x WOOD OTES 8/1, ® ULI ION DY "'E ^ BUCKS SEE BLOCK REO'0. - ieLE,roTE e,1�•.; ( 9/7) OTHERS (SEE (SEE NOTE 9/1) 9/1) N ��+%+) NOTE 9/1) 31,...... 0.250' j 31 19 MAY. j I MAX.19 MAX.SHIM y 9 TRANSOM 12 SHOWN)OR 11 5 12 SSHOWN)OR 11 5 12(SHOWN) 5 HEIGHT(SEE OGEE SHEET 4) O(yEE SHEET 4) 14 (EE SHEE14 SCHEDULE 3®((SHOWN OR 3 14 O.L.O. HEIGHT SHEET 21) ($EE SHL 4) (SEE SCHEDULE 30 30 4 SHEET 21). 3O(SHOWN 3@(S 2(SHOWN)OR 11 3OR ORO(SEE SHEET 4) (SEE SHEET 4) (SEE SH 74 19 7 WOOD SUBSTRATE • ALUMINUM MULLION OR STEEL MEMBER SUBSTRATE •• 5e JE7FEZIQR 10 • • • •• 13 6 • •••• • • • • • R • • 4 24 •• HEIGHT 29 OR 9 OR • •••• •(SEE SIHEDULE • •SHEET 21) •••••• 0 TOP & BOTTOM MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS • •••• •• •• •• 8 OF 1 x, 2x, NO WOOD BUCK OR METAL MULLION MAY BE COMBINED IN • • • ANY WAY TO SUIT ANY INSTALLATION AT TOP OR BOTTOM. IN CASE THAT •••• • •• •®STttrj?H)11 ALUMINUM OR STEEL MULLION WAS USED AT SILL, BUILDING OFFICIAL F I dtl �ae • • (SE L7•T MUST VERIFY ITS STRUCTURAL ADEQUACY. - •••• ••••• •••••• 24 2 1\8sd • • •••• •••• D.L.O. HEIGHT • •••• D00rS,( OWN • • iR(F,31r� (SEE SCHEDULE • SASH •• B>�5�+`-'')(•(.�F✓�L� • •••• •• (SEE SC4EJj (SEE�"ET 4) SHEET 21) i • • SHE LT 21) 4 3 • •••• '�SEE°SWHN[P4)1� o SECTION B—B @ DOOR WZ TRANSOM •••• SCALE: 1/4"=l" 1 OR @9 OR @ 4 13 10 31 5 8 MA%25 HIM 111T1// ER A. TI ' L'''' 11 '••GENc• d� FLORIDA BUILDING CODE HIGH VELOCITY HURRICANE ZONE POURED v ,� \ SERIES ADC-112556 HIGH IMPACT CONCRETE REQ'D. . M�122 n 44 om16 TR1Eco.Nc RESISTANT 011ISWING FRENCH DOOR W/ DRAWN 9Y (SEE NOTE 9/1) ) TRANSOM OR W SIDEL.ITES POURED CONCRETE OR fF 4\0 I L E C O I p c. ALUMINA DISTRIBUTION CENTER 08/19/15 ORIOP: 1\\ TH-UT TESTING R ENGINEERING COMPANY 1M75 NW 26[h AVE DATE CONCRETE BLOCK SUBSTRATE * ((` •..•••, \�` 1 ea:N.W.1w s,s.>eA aeeA uwDs.v3fo OPA-LOCKA,FL - Le,..'. ..�A6.111 P :cAI,iit Bn 33054-3121 15-250 iT WALTERA�0671Jr.P.E s.a DRAWING No P.E. SEAL/SIGNATURE/DATE FLORIDA u..I{M167 SHEET 12 DF 24 L � E.D. E.D. POURED CONCRETE (SEE NOTE 9/ EE NOTE 9/1) (SEE NOTE (SEE NOTE E.D. E.D. OR CONCRETE---,,, 22 :s / ) (SE9/1)TE (SEE OROMINUM S EEL s/1) 9 2x WOOD BLOCK REQ'D. 1x WOOD 22 BUCKS (SEE MULLION BY IN. EMBEDMENT-'. BUCKS SEE NOTES 8/1, (SEE NOTE 9/1) SEE NOTE 9/,.):• ( OTHERS NOTES 8/1, IN. EMBEDMENT 9/1) (SEE NOTE 9/1) ( OTE 9/1) 9/1) 31 0.250" 31 0.250" 31 t14 50' 5 MAX. SHIM 5 MAX. SHIM 25 SHIM 6 6 s 10 13 t0 13 10 4 24 4 24 4 SIDELITE HEIGHT(SEE SCHEDULE 1 5 21 5 21 5 SHEET 213! �� ' . • • ••• EXTE OR • g O EXTERIOR g —EJ EXTERIOR g 20 Aron°�ed BB oaMoyiD#with dw i • •••• • ••••1 l (SHOWN) OR 12 i l SHOWN OR 12 7 (SEE.S%u '4 11 ((SHOWN OR 12 O(SHOWN) o • • •••••• SEE SH ET 4 (SEE SHEET 4) / s • •••• •• •• 4 ' : 32 32 32 �l C/ H •••• SA�H•MGI0HT • D.L.O. HEIGHT 4 4 • . �(61�GWN) (SEE •••• i ;E ".4) 30 30(SHOWN 30 37 (SHOWN 30 SCHEDULE • • SCHEDUEE (+C� rFEi 4) SHEET 21) OR 36 OR 36 ••• SHIE�f 21) •• ••• 4 32 (SEE SHEEP 4) WOOD SUBSTRATE * (SEE SHEET 4) ALUMINUM MULLION OR • STEEL MEMBER SUBSTRATE • •••• •••• 11 (SHQ^TtR 2 ••:••• :• 9 (SEE11:EEf•4� 8 SECTION C—C ® SIDELITES •••••• 21 20 SCALE: 3/8"-1" 5 * TOP & BOTTOM MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS OF lx, 2x, NO WOOD BUCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION AT TOP OR BOTTOM. IN CASE THAT 4 24 ALUMINUM OR STEEL MULLION WAS USED AT SILL, BUILDING OFFICIAL 10 13 MUST VERIFY ITS STRUCTURAL ADEQUACY. 31 0.250" �1`,�P �G ENSF '') It FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 31 MAX. SHIM SERIES ADC-112556 HIGH IMPACT �` 02015 hTECO,INC DRAWN BY �. .. .. __. RESISTANT OUTSWING FRENCH DOOR W/ u.L. .�"MIN. EMB�DMENT TRANSOM OR W SIDEIJTES POURED (SEE NOTE 9/1) A• : •; 'a 1[t/f :'� IL EC O INC. ALUMINA DISTRIBUTION CENTER 0e/19/15 CONCRETE REQ D. ° `: 9� •.F� �i MLIT TESTING h ENGINEERING COMPANY 4475 NW 28 th AVE DATE (SEE NOTE 9/1) E. . 22 __.off .. ORID,.6��sP` GPA Lock PL 15-250 (SEE NOTE 9/1) A ,,,' EB-0006719 33054-1121 DRAWING OW POURED CONCRETE OR CONCRETE BLOCK SUBSTRATE * P.E. SEAL/S��FGC{URE/DATE WALTER µ167E -^•^°�'� SNEET 13 OP 24 DOOR FRAME WIDTH (SEE SCHEDULE SHEET 21) lx WOOD BUCKS DOOR SASH WIDTH 3 OR2- * (SEE NOTES 8/1, MIN. (SEE SCHEDULE SHEET 21) 9/1) EMBEDMENT BOTTOM (SEE NOTE 9/1) 22 5 16 D.L.O.WIDTH 16 5 BOTTOM (SEE SCHEDULE MIN. E.D. 6 3 SHEET 21) 2 2 EMBEDMENT (SEE NOTE 9/1) 20 30 26 (SEE NOTE SEE NOTE 9/1) (SEE 32 8 $ 2 0 4 I E.D. .. .. E.D. (SEE NOTE 9/1) f (SEE NOTE 9/1) 4 24 33** ••2x WOOD 12 (SHOWN) OR 11 4 • • 31 (SEE SHEET 4) 36 (SHOWN) T 12TROM — • • B4JKKS Mi: • 23 EA. END 0 POURED CONCRETE OR • 0000 • • NOTES 8/1%* 0:5" OR 37 12 (SHOWN) TOP & 1 ass" CONCRETE BLOCK REO'D. , tl • �� •�g��s MAX SHIM—, (SEE SHEET 4) OR(1 BOTTOM MAX. SHIM (SEE NOTE 9/1) n `e ""h i° • • WOOD•6F1B6TRATE * EXTERIOR (SEE SAEET 4) OR 2g** POURED CONCRETE OR CONCRETE �Y'07 . ..•• •• .• •• BLOCK SUBSTRATE * fly • • •i•• 0000 • 2 5 16 "•• •• 3 • 0000 E.D. 6 30 • • •(sEENOTE •• 0 JAMB MOUNTING INSTALLATIONS INTO • •••• •• A/1) 000, •• 36 (SHOWN) SUBSTRATES, BY MEANS OF lx, 2x •.0••�•. r 3 $ (SEE SHEET 4) 0000 0MAY BE COMBINEDOR @ WOOD BUCK OR EIN ANYTAL U WAY ON • TO • • • SUIT ANY INSTALLATION AT JAMBS. ••••E.D. (SEE NOTE SEE SCHEDULE ON SHEET 4. I ALUMINUM 4 OR STEEL 17_ (SHOWN) OR 11 o zs" 23 MULLION BY 31 (SEE SHEET 4) OTHERS (SEE I NOTE 9/1) MAX. SHIM EXTERIOR f''ffff��A �� ALUMINUM MULLION OR ��`rr`�Q�'JGENSSi9 FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) I �` SERIES ADC-112556 HIGH IMPACT STEEL MEMBER SUBSTRATE * .` °�°" �'E`°INCRESISTANT OUTSWING FRENCH DOOR W/ °RAwN aY ' c M.L I * TRANSOM OR W SIDELTTES SECTION D-D @ SINGLE DOOR OF �L ECOINc. ALUMINA DISTRIBUTION CENTER 0e/1e/15 '-�'��` � P ' ct� ', �" kENGINEERING COMPANY1"75 NW DATE LA FL SCALE: 3/8"=1" 0PAO 33054-3121 15-250 WALTER anLUT 0008]1Br.P.E. rrt SXEEi 14.124 DRAWING No P.E_ SE�C�5f6NAiA/PPEf/DATE FL°RM a=.!44,0] ; DOOR FRAME WIDTH 0.25" (SEE SCHEDULE SHEET 21) 0.25" 1x WOOD BUCKS MAX. SHIM DOOR SASH WIDTH DOOR SASH WIDTH MAX.I SHIM (SEE NOTES 8/1, MIN. (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) 9/1) EMBEDMENT (SEE NOTE 5 D.L.O.WIDTH 33 AT 12"FROM EA. END D.L.O.WIDTH 9/1) 22 16 (SEE ® TOP & BOTTOM (SEE 16 5 MIN. ORO, s SCHEDULE 22 6 3 SHEET 21) OR 9 3 OR SHEET 21) 2 EMBEDMENT E.D. 1 0 38"/ BOTTOM 3 (SEE NOTE (SEE NOTE 0 8 30 2 20 ` 9/1) E.D. 9i1) 32 8 32 O 4 g 32 30 31 (SEE NOTE 9/1) 20 E.D. E.D. (SERE/N)TE (SEE NOTE 9/1) 12 (SHOWN) OR it 4 24 12 24 24 12 SEEOSHEET 4 11 • . •.•. 3 . (SEE SHEET 4) ( ) • •••• 2x Wl • . AT 12"FROM EA. 36 (SHOWN) 31 POURED CONCRETE 0 BUCK.Sw4sF.E: ' 36 (SHOWN) END 0 TOP & OR 37 SEE SHEET 4) 3 -0.255 OR CONCRETE " • •••• NOTES•8/1,0 • • OR 37 INACTIVE BOTTOM ACTIVE MAX. SHIM BLOCK REQ'D. • 9/1) • **see* (SEE SHEET 4) DOOR OR 29 ' DOOR (SEE NOTE 9/1) •••• W00�•SUBSTRATE '0. •. F+wpnWmd aFF .+ gWaew° POURED CONCRETE • • :00:0* EXTERIOR o.e� OR CONCRETE • • 5 16 >� �0 BLOCK SUBSTRATE * • • ..•. • .••• T 2 Br �Ytf • • • E.D. ••• 6 3 30 • •••w w• (SES NOTE ••• D • • e/1) 36 (SHOWN) • •� o w• 32 8 OR 3� * JAMB MOUNTING INSTALLATIONS INTO SUBSTRATES, • "•• •••• • (SEE SHEET 4) BY MEANS OF 1x, 2x WOOD BUCK OR METAL a • •••• MULLION MAY BE COMBINED IN ANY WAY TO SUIT E.D. ANY INSTALLATION AT JAMBS. (SEE NOTE - 9/1) ** SEE SCHEDULE ON SHEET 4. ALUMINUM OR STEELMULLIO4 OTHERS (SEE 0.25" 31 P3 17(SEEOWN) OR 11 SHEET 4) {`� a/ ) MAX. SHIM NOTE 1 �,\GENSF' •,9 FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ALUMINUM MULLION OR 4 SERIES ADC-112556 HIGH IMPACT STEEL MEMBER SUBSTRATE * _ o2Dt5 nE°° INC RESISTANT OUTSWING FRENCH DOOR W/ °R°u 1w TRANSOM OR W SIDELM SECTION E-E @ DOUBLE DOOR ?_°o ;:`��v�{,� IL ECO�nc. ALUMINA DISTRIBUTION CENTER 08/19/15 -- � ORIS•• { TWT TESTING&ENGINEERING COMPANY 14475 NW 26 th AVE. DATE �� 11 s1.s,.xa Y.+aIR,owooa,D.snee OPA—LOCKA•R SCALE: 3/8"=1" Sc.;::'_:"c!1 .d` D�.:c«n.T,-,>b...:l»x,-,�, 33054-3121 15-250 WALTER A°DOILRIJr.P.E DRAWING N. P.E. SEAL/SIGNATURE/DATE °L0R1a[-v—If 44761 v'^;m SHEET 15 OF 21 MAX. TRANSOM FRAME WIDTH (SEE SCHEDULE SHEET 21) lx WOOD BUCKS MIN. D.L.O.WIDTH (SEE NOTE 8/1) EMBEDMENT (SEE SCHEDULE SHEET 21) (SEE NOTE 9/1) 22 5 14 14 5 2 MIN. EMBEDMENT E.D. 30 36 (SHOWN) 30 (SEE NOTE E.D. (SEE NOTE 9/1) 32 OR 37 32 9/1) (SEE NOTE (SEE SHEET 4) 4/1) r. .• E.D. E.D. — '' (SEE NOTE (SEE NOTE 9/1) 9/1) •• 19 24 24 19 • • : `••• •2x 0600D 31 31 TC _ • `QI. Ks(SEE 9 12 (SHOWN) OR 11 12 (SHOWN) OR 11 9 POURED CONCRETE OR • �� 0000.0 NOTES,8/1 0.25" (SEE SHEET 4) (SEE SHEET 4) 025" CONCRETE BLOCK REO'D. MAX. SHIM EXTERIOR �f�'1� • MAX. SHIM (SEE NOTE 9/1) • 0000 •• •• ••WOOD SUBSTRATE * POURED CONCRETE OR Nolw Delp / 0 • ••• 0000•• CONCRETE BLOCK nSQ a7 0000 0000 •••• •••. SUBSTRATE • • 0000 0000INOTE 2 5 14 • 0000 • • • 0000•• 30 • 0000 •• • 0000•• ( ) • • • ( 36 SHOWN * JAMB MOUNTING INSTALLATIONS INTO SUBSTRATES, ` ` �` •`•• 32 OR 37 BY MEANS OF 1x, 2x WOOD BUCK OR METAL 0000 ` • (SEE SHEET 4) MULLION MAY BE COMBINED IN ANY WAY TO SUIT 00*0 ANY INSTALLATION AT JAMBS. ( „ISECTION F-F @ TRANSOM ALUMINUM19 OR STEEL924SCALE: 3/8"=1" MULLION BY31 SHOWN OR 11 rI'�rr��R A•T�<</T =_ OTHERS (SEE 12(SEE SHEET 4O �A �G NS ' ..9 NOTES ES 9/1) v F FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) N441 fil ozols mTEco,we SERIES ADC-112556 HIGH IMPACT DRAWN BY ALUMINUM MULLION OR RESISTANT OUTSWING FRENCH DOOR W/ M.L STEEL MEMBER SUBSTRATE * { — TRANSOM OR W SIDELITES L ECO,Nc. ALUMINA DISTRIBUTION CENTER 08/19/15 /� 1O•.'' 1 i��'•.• ��1t TILLR TESTING h ENGINEERING COMPANY 1M75 NO 28 th AVE DATE st,m.aoa N+au wm.W n.vlNt OPA-50-31,1FL 'tA�/1tA1 A�IS :(m)n�sw�..:(xi+M»-+ul 33054-3121 15-250 /Ifr • EB-0006719 ppAWING No WALTER A.TEN Jr.P.E. P.E. SEAL/SIGNATURE/DATE FMRIDA U..r 4x167 s ; SHEET 16 or 24 L MAX. (2) SIDELITES EA. SIDE MAX. (2) SIDELITES EA. SIDE SIOEUTE WIDTH SIDELITE MOTH DOOR FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH lx WOOD (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) BUCKS(SEE SIDEUTE SASH WIDTH SIDELITE SASH MOTH DOOR SASH WIDTH SIDEUTE SASH WIDTH SIDEUTE SASH WIDTH NOTES 8/1, (SEE SCHEDULE SHEET 2I) (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) 9/1) D.LO.WIDTH D.LO.WIDTH D.LO.WIDTH D.L.O.WIDTH O.LO.WIDTH MIN. MIN. (SEE (SEE (SEE F (SEE (SEE EMB. EMBEDMENT SCHEDULE SCHEDULE SCHEDULE I SCHEDULE SCHEDULE (SEE (SEE NOTE 9/1) SHEET LE 7 SHEET 21) 2 5 SHEET 21) ' SHEET 21) T SHEET 21) NOTE .zS" 5 5 6(SHOWN)OR 3© 16 5 OR16 tg 5 1 6 5 /) MAX SHIN 16 16 16 16 .9 16 (SEE 5HI 41 •�,,' 4 Q E.D. E.D. 4 4 4 30 4 3 2 R TITOY 30 4 4 (SEE SEE 0 6 © 20 0 NOTE NOTE 2 E.D. SEE (SEE NOTE NOTE 8/1) 18 0 18 0 4 12 3 1 O 18 0 18 2x WOOD 1 11 17 L5 I 17 T 2TRON 4 4 11 IS L7 4 11 15 1 BUCKS 4 15 4 8 15 4 4 8 75 12(SIiOWN)OR 11 Ep BID® 15 8 4 4 15 8 4 4 - (SEE NOTES 4 4 (SEE SHEET 4) 4 TOP& 3 (SHOWN) 3 (S CWN) 0.25' POURED 8/1 9/1) 3 (SHOWN) 3 (SHOWN) BOTTOM 11 (SHOWN)OR 12 OR 36 11 (SHOWN)OR 12 OR 36 MA0.SHIM CONCRETE OR WOOD •• I t(SHOWN)CR 2 OR®(SEE SHEEP 4) 11 (SHOWN)OR 2 OR 36(SEE SHEET 4) EXTERIOR OR La• (SEE SHEET 4) (SEE SHEET 4) (SEE SHEET 4) (SEE SHEET 4) CONCRETE sL1aclTreTr� • (EE SHEEP 4) (SEE SHEET 4) BLOCK REO'D. • -• • 009 • •• (SEE NOTE •••••• • • • 9/1) • • • • • •••••• POURED CONCRETE • •••• • • • • OR CjE1F FLOCK • • • • 5 16 SUBSTRATE • • •••••• E.O. 4 30 • (SEE D/1)T 0 2 •••••• •• •• •• ••••• • ••• •••••• ••• •• •••• •••• E.D. JAMB MOUNTING INSTALLATIONS INTO SUBSTRATES, • • • • (SEE NOTE BY MEANS OF tx, 2x WOOD BUCK OR METAL • • 0000 •••• 9/1) MULLION MAY BE COMBINED IN ANY WAY TO SUIT t ANY INSTALLATION AT JAMBS. p>Ry,wim C.. • • • •••••• 18 Florida lRlfildillq CtHk ALUMINUMIr OR STEEL EXTERIOR �� //OC�-� •••••• •••••: (SEE:O E::T1i)IERS 24 15 1 (SHOWN))OR 1© 3 ( N) ` SEE SCHEDULE ON SHEET 4. M "a�Dj bade nmrd •••••• •••• 000 •• ecn �YEIABER7 ON�OTRRe EE SHEET 4) OR 6(SEE SHEET 4) By TE ,IA Tit `_ S E CT I 0 N G-G SINGLE DOOR A114�P\:'�r✓ENS ✓� ' FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) W f SIDELITES ®2G,6 ., SERIES ADC-112556 HIGH IMPACT DRAWN Or RESISTANT OUTSWING FRENCH DOOR W/ ILL SCALE:1/4'=1' : TRANSOM OR W SIDELITES 9 �F ::mow:` IL E C O INC. ALUMINA DISTRIBUTION CENTER 08/19/15 "LUT TESTING d ENGINEERING COMPANY 14475 NW 26 M AVE L Wss xRw Nn M.5v V1RVM+Im-.. DPA—UXXk FL ?'c ,I1 >H 33054-3121 15-250 NAl ,ifl WALE 000TIL�1Jr.P.E .a DRAWING No �t!F, FLORIDA U..B 44167 u/v/+n P.E. SEAL/SI'w,�Uh(E/DATE SHEET 17 of 24 MAX. (2) SIDELITES EA. SIDE MAX. (2) SICELITES EA. SIDE SIDEUTE WIDTH MAX.SIDELITE WIDTH DOOR FRAME WIDTH SIDEUTE WIDTH (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEEP 21) SIDELITE SASH WIDTH SIDELITE SASH WIDTH DOOR SASH WIDTH DOOR SASH WIDTH (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) SIDELITE SASH WIDTH MIN. D.L.O.WIOTH D.LO.WIOTH D.LO.WIDTH D.LO.WIDTH SE SCHEDULE SHEET 21) EMBEDMENT (SEE (SEE (SEE (SEE D.LO.WIDTH (SEE NOTE SCHEDULE SCHEDULE SCHEDULE SCHEDULE SEE SCHEDULE SHEET 21) SHEET 21) SHEET 21) �. SHEET 21) SHEET 21) 9/1) .25- 7 5 T 12•FROM E0.EN OR 2 MA.SHIM 5 16 16 1 �0 TOP&BOTTOM 0 38'/BOTTOM 7 E.D. 4 30 4 16 4 4 16 7 5 3 (S 0 ) OR (SEE 0 0 30 16 3 OR 3 1 2 5 7 16 NOTE p 32 B 4 3 6 I6 4 E.D. 18 IB IB (SEE NOTE — 31 18 0 t7 18 4 8 0 1S 4 1E:J 4 1 (SH0^)0 R�2 2x WOOD 2 15 4 11 15 11 11 (SHOWN)OR Q2 12(SHOWN)OR 11 4 (SEE SHEET 4) 16 8 11 (SEE SHEEP 4) SEE SHEET 4) 3 (SH WN) 3 ( OWN BUCKS (SEE a 8 1S 4 7(SHOWN) 2- ( AT 12TRO TA END 11 (SHOWN)OR O2 OR 1 OR 36 ) NOTES 8/1, 3 (SHOWN) OR(36 2,(S HOWN)OR 11 0 TOP&BOTTOM SEE SHEEP 4 I(SEE SH 4 9/1) WOOD Q1(SHOWN)OR 2 OR&SEE SHEET 4) (SEE S EET 4) SEE SHEET 4 DRO* ( ) (SEE SHEET 4) ) ) ,SUBSTRATE• (SEE SEE 4) EXTERIOR I r------- --- J--MATCHUNE •• MATCH UNE—• SIDEUTE WIDTH • • I-- (SEE SCHEDULE SHEET 21) • • • ••• • •• I lx WOOD ••41••• • • • I SIDEUTE SASH WIDTH BUCKS(SEE • • • • • (SEE SCHEDULE SHEET 21) NOTES 8/1, 9/1) • 2 5 •••••• E.O. • I D.L.O.YADTN MIN. • (SEE NOTE • • (SEE EMB. SCHEDULE•• s/1) • ©• 8 t 3�(SHOOWN) a JAMB MOUNTING INSTALLATIONS INTO SUBSTRATES, I 7 SHEET 21) NOTE •••••• • • • • (SEE SFrEEf 4) BY MEANS OF 1 x, 2x WOOD BUCK OR METAL i ,(5) tg 6 5 9/1) • 0000 • • MULLION MAY BE COMBINED IN ANY WAY TO SUIT (� a (SEE Dior — ANY INSTALLATION AT JAMBS. 30 4 2 E.D. • 00:0*• •• 9 I • 16 20 (SEE NOTE /)• SEE SCHEDULE ON SHEET 4. I 2 4 2 9/1) • • • • 8 IB 8 ••MUL11!INUM OR STEEL b 18 • RIOR MULLION BY OTHEFR' 4 15 Approved aomlptying witlL the ••• `SEF•NOTE 9/1)0 • Plaids CGd� - E.D. • • •••••• Dme /p / • • HOA/ /r+-Ut.0.07 SEE NOTE .,. 9/1) 499K•• M.01 Dade iNadlw Control V; �A_e •••• WN) 15 4 31 5 8 4 411 15 a 31 OR' R 36 (SEE S ET 4) O 3 (SFJ�OWN) 0.25- POURED CONCRETE OR 11 (SHOWN)OR 12 RMAX.SHIM~ CONCRETE BLOCK REO'D. (SEE SHEET 4) (SEE SHEEP 4) (SEE NOTE 9/1) POURED CONCRETE OR SECTION H-H DOUBLE DOOR �� T' CONCRETE K C BcmeTr . 1111 FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) W/ S I D E L I T E S SERIES ADC-112556 HIGH IMPACT NC 02015 DLTMO, DRAWN BT SCALE 1/4"=1' —_� RESISTANT OUTSMNIG FRENCH DOOR W/ 6LL TRANSOM OR W SIDMUTES STATE C 0! * IL E C O im.. ALUMINA DISTRIBUTION CENTER 08/19/15 9 •• .• 11� TILUT TESTING R ENGINEERING COMPANY 14475 NW 28 N AVE. DATE 1 r.Ode st,su.1 vw0ra anaG,A D..1. OPA-LOCxA FL •••. P•: L 11 snw,.:(m,.T,-,ovaE�m:(am)n,-Is, 33054-3121 15-250 It EB-OOO6J19A. DRAWING Ne SIO•••,••'_` 11) WALTER TILLR Jr.P.E. sa[ sxEEr to a za P.E. 5EA4{�I fJL��i_�'ATE TwRIDA U. "167w^�Ie a�,1 MAX. (2) SIDEUTES DOOR FRAME WIDTH MAX.SIDELITE WIDTH MAX.SIDELITE MOTH (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 2,) (SEE SCHEDULE SHEET 21) DOOR SASH WIDTH SIDELITE SASH WIDTH SIDELITE SASH WIDTH (SEE SCHEDULE SHEET 21)� (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) D.LO.WIDTH(SEE D.L(SEE i O.L(SEE H 1. WOOD BUCKS (SEE 5 SCHEDULE SHEET 21 (SEE (SEE OTES 8/1, 9/1) NIH. ) OR 29� SCHEDULE 7 SCHEDULE EMBEDMENT 6(SHOWN)OR 3© SHEET 21) (161 5 SHEET 21) 6 5 (SEE NOTE 9/1) 1 (SEE SHEET 4) 16 5 pT/ 7 v 16 MIN. 2 i6 EPA 4 4 4 30 4 2 EMBEDMENT E.O. 3 6 20 20 (SEE NOTE SEE NOTE (SEE NOTE 9/1) 6 1 9/1) 1 8 2 0 8 8 E.D. E.D. (SEE NOTE (SEE NOTE 9/1) 9/1) @17 17 p 18 18 p 8 ,.•... 2x WOOD 1 T °FROM 78 11 5 1 11 t5 1 '" BUCKS (SEE—/ O2(SHOWN)OR 11 4 EA END 0 4 15 8 4 4 4 ® 15 8 4 41_ POURED CONCRETE OR •• NOTES 8/1, 0.25" (SEE SHEET 4) TOP& 3 (SHOWN) (SHOWN) 0.25" CONCRETE BLOCK REO'D. • • ••••9/1) • MAX.SHIM BOTTOM 11 (SHOWN)OR 2 OR® 11 (SHOWN)OR 12 OR® MAX.SHIM (SEE NOTE 9/1) •••: • WOS B_..eTE• EXTERIOR CR�' (SEE SHEET 4) (SEE SHEET 4) (SEE SHEET 4) (SEE SHEET 4) POURED CONCRETE OR •••••• - CONCRETE BLOCK • •••• • • • • 5 16 SUBSTRATE • • •• It • 6 3 30 E.D. • •••• :•• ASVD • 3 s�oW ( N) •••• • ••• •• • • 8 (SFERSHEET 4) ' JAMB MOUNTING INSTALLATIONS INTO SUBSTRATES, A • 1140:411,41, •••• • • BY MEANS OF 1 x, 2x WOOD BUCK OR METAL E ��00 '1Be_A•Ea • • EEE.rD. • 0 MULLION MAY BE COMBINED IN ANY WAY TO SUIT Date /p • • •••• h9n) ANY INSTALLATION AT JAMBS. _o ,C, • •••• Ml•ul ��,M • • ALUMINUe• • • 4 ' SEE SCHEDULE ON SHEET 4. B • 1,0410: •• 111 STEEL* TE BY•• • 1 12(SHOWN)OR 1 t Y • • SEE SH IT 4) • • •4DTHERS (GEE J. IM NOTE 9/14 5 EXTERIOR • •••• •••• • • • • ALUMINUM MULLION OR 0000 STEEL MEMBER SUBSTRATE T�TT I � SECTION 1—1 SINGLE DOOR 41,1 Q��:: ✓�t FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) NAA, JrvENSFc•.•' 02015 TRTECO,NC RESISERIES STANT ODC-11556 O FREN HIGH IMPACT I/ DRAWN BY W/ SIDELITES � - M.L SCALE:1/4°=1' t * TRANSOM OR W SIDELITES �*� •••' FCIOP •�;[v�,�,``jeTv saE OLC , rtVee ALUMINA DISTRIBUTION CENTER 08/19/ 15 TILLIT DATE�SSA�SF TESTlstaENGiNEERING COMPANY 1µ tAVE, —LDCKA _ O c�VOP3A3054-31.2 i1L15-250OR �+w •••• 1 1111 DRAWING No ~FB—Doo6/19 �i SlppA� 11 1 11 1 1WAITER A TIl1R Jr.P.E rrt FIDRIDA IJP B 44167 4"4,. P.E. �$MJ,61f,Aplid/J1 f�/DATE SHEET 19 OF 24 � 1 • MAX. (2) SIDELITES DOOR FRAME WIDTH MAX.SIDELITE WIDTH MAX.SIDELRE WIDTH (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) —(SEE SCHEDULE SHEET 21) DOOR SASH WIDTH DOOR SASH WIDTH SIDEUTE SASH WIDTII SIDEUTE SASH WIDTH (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) ~—(SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) D.L.O.WIDTH D.L.O.WIDTH MIN. (SEE (SEE D.LO.WIDTH D.L.O.WIDTH 1X WOOD BUCKS (SEE EMBEDMENT SCHEDULE ®AT 12-FROM EA.END OR Y1' SCHEDULE SCHEDULE SEE (SEE NOTES 8/1, 9/1) (SEE NOTE 9 1 SHEEP 21) 0 TOP&BOTTOM SCHEDULE 0 38'/BOTTOM SHEET 27) SHEET 21) SHEET 21) IN 5 3 (SHO ) OR 9EN ' E.D. 1 �OR 1 2 EMBEDMT (SEE NOTE 3 5 7 16 16 5 7 16 5 (SEE NOTE 9/1) 6 24 8 3 16 4 3 30 'Ery 4 4 30 4 6 .•i B/1) (SEE NOTE 8 30 8 0 0 E.D. 0 8 1g E.0. (SEE NOTE NOTE 4 4 7 0 4 4 11 18 7 0 4 4 11 18 1 2(SHOWN)OR 11 4 a 4 ii((�OWNHEET 4) 3 15 B 11 15 15 8 11 2x WOOD Bll�S (SEE SHEET 4) - S 3 (S OYIN) 4 3 SHOWN 15 4 31 , 2 3 (SHOWN) ( ) (SEE NOTES 8/+, 9�1) 12(SHOWN)OR 11 AT 12TROM EA. 11 (SHOWN OR 2 OR 6 EXTERIOR OR 3 OR - POURED CONCRETE • • • •• 0.25' •• END 0 TOP& (SEE SHEET 4) © SEE SH 4 •••••• AX.S4 • • (SEE SHEET 4) BOTTOM (SEE SHEET 4) ( ) (SEE SHEET 4) AX.SHIM OR CONCRETE • • WOOD----�---IBSTR • • • BLOCK REO-0. (SEE OR 29' NOTE 9/1) •••••• POURED CONCRETE OR ) ET •••••• • • • • • • • • CONCRETE BLOCK • • •••••• SUBSTRATE DID. 4 • 1 •••• (SEE•NO •• • • 9/1) 2FIO sf mWjying with d, •• •••• • • a 37( ) Drs /AOR & %S • •••• E.D. _ (SEE SH ET 4) * JAMB MOUNTING INSTALLATIONS INTO SUBSTRATES, iLBrml AodmtC a • • (SEE NO • BY MEANS OF lx, 2x WOOD BUCK OR METAL 9/1) • MULLION MAY BE COMBINED IN ANY WAY TO SUIT B!' lsti.. . GtiN� • •••• • ANY INSTALLATION AT JAMBS. • ALUMINUM OR 1 8 EXTERIOR MULLION BY OTHERS e �j SEE SCHEDULE ON SHEET 4. 04••s(9EE NOTE 930M•• • • • • ••M YMIN M MULLIQN OR STEEL MEMBER SUBSTRATE i ,44UK■[u�Nyi�r� .......... FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) SECTION J-J DOUBLE DOOR 02015 TLT,INC SERIES ADC-11255 6 HIGH IMPACT T RESISTANT TWNG FRENCH DOOR W/ DRAWN BYWJ SIDELITES M.L. TRANSOM OR W1 JS SCALE: 1/4'=t' Q 1 L E C O FM c. ALUMINA DISTRIBUTION CENTER 08/19/15 A TIWT TESTING&EN NGINEERING COMPANY 14475 NW 26 AVE. GATE —�O�KC FC RiOP � �+ ws"N,a,.:c u;" ""'"c., ieT+'R•,v," OPA—LOCKA,FIL 33054-3121 15-250 ER-0006719 ER TILLIf DRAWING No f/Y4 WILIA Jr.P.E P.E.'SEAL/�`S{GSTURE/DATE FLORIDA U. vaE'T 20 OF zb 111 44167 t I I 1 SINGLE & DOUBLE DOOR SCHEDULE ONLY VALID FOR DOORS W/O TRANSOM AND W/O SIDELITE MAX. ASD MAX. DOOR MAX. DOOR MAX. DOOR MAX. DOOR DESIGN FRAME WIDTH FRAME SASH SASH MAX. D.L.O.MAX. D.L.O. PRESSURE WIDTH HEIGHT AT SINGLE AT DOUBLE HEIGHT WIDTH * HEIGHT RATING DOOR DOOR +45, —45 psf 3'-5 1/2" 6'-8" 10'-0" 3'-2 1/2" 9'-9 1/2" 2'-4" 8'-8" +49, —49 psf 3'-5 1/2" 6'-8" 9'-8" 3'-2 1/2" 9'-5 1/2" 2'-4" 8'-4" +54, —54 psf 3'-5 1/2" 6'-8" 9'-4" 3'-2 1/2" 9'-1 1/2" 2'-4" 8'-0" +57, —57 psf 3'-5 1/2" 6'-8" 9'-0" 3'-2 1/2" 8'-9 1/2" 2'-4" 7'-8- +60, —60 psf 3'-5 1/2" 6'-8" 8'-8" 3'-2 1/2" 8'-5 1/2" 2'-4" 7'-4" +70, —70 psf 3'-5 1/2" 6'-8" 8'-4" 3'-2 1/2" 7'-7 5/8" 2'-4" V—p" •• * DOOR SASH WIDTHS MAY BE DIFFERENT FROM EACH OTHER WHEN DOUBLE DOORS ARE USED. •••••• • • SINGLE & DOUBLE DOOR SCHEDULE VALID .•.••• •:•••: • • FOR DOORS W/ TRANSOM OR W/ SIDELITE MAX. ASD DESIGN • • •••••• PRESSURE RATING MAX. MAX. MAX. MAX. MAX. MAX. ore /o •••• 0* • :00 • •• •• FRAME FRAME SASH SASH D.L.O. D.L.O. moi.• -- o •0.7 +70, —70 psf WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT Canhn1 0• • 0000 i••i•• p �• �`� 000:0* 00•00 0009 0000 AT SINGLE • • • • 3'-5 1/2" 8'-4" 3'-2 1/2" 7'-7 5/8" 2'-4" 7'-0" • 0 9000 ••9• DOOR • • • 0000•• AT DOUBLE 0 DOOR 6'-8" 8'-4" 3'-2 1/2" 7'-7 5/8" 2'-4" 7'-0" • • •• : 0••0 AT SIDELITE 4'-0" 8'-4" 3'-10 1/2" 7'-7 5/8" 3'-4" 7'-0" ••••• AT SINGLE 3'-5 112" 4'-0" 3'-0 1/2" 3'-7" DOOR TRANSOM — — AT DOUBLE 6'-8" 4'-0" 6'-3" 3'-7" DOOR TRANSOM d E,NSF•'•,� +� FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 1 03015 TIETECO.INCSERIES ADC-112556 HIGH IMPACT O as RESISTANT OUTSWING FRENCH DOOR W/ M.L cr TRANSOM OR W SIDELTTES 7t IL E C O SIN ALUMINA DISTRIBUTION CENTER 08/19/I5 _90,� •.F OR�OP TWT TESTING:ENGINEERING COMPANY 14475 NW 26 th AVE. DATE N �,•«PSN.". OPA-LOCNA *' ws)en-sora: o5un-,a 57054-3121 15-250 i/!////4!• P.EER-000671 WALTEJr. rrt DRAWING No P.E. SEALSI NATURE/DATE 11.0.0A U"./44167 °•^•^•r slacr z1 OP 34 REQ'D NUMBER OF ANCHORS & CORRESPONDING ASD DESIGN PRESSURE RATING AT HEAD/SILL: CLUSTER OF ANCHORS AT DOUBLE DOOR. AT MEETING STILES * MAXIMUM ANCHOR SPACING "S" & CORRESPONDING ASD DESIGN ASD DESIGN MAX. DOOR MAX. DOOR SUBSTRATE PRESSURE RATING SCHEDULE AT JAMBS OF DOOR SIDELITE & TRANSOM PRESSURE RATING FRAME WIDTH FRAME HEIGHT CONCRETE, BLOCK, WOOD, ALUM., STEEL ANCHOR A.S.D. DESIGN +45, -45 psf 6'-8" 8'-4" 4 ANCHORS SUBSTRATE TYPE PRESSURE RATING -S- (psf) +45, -45 psf 6'-8" 10'-0" 5 ANCHORS CONCRETE 1/4"0 ITW/BUILDE TAPCON ANCHOR 22 +70.0, -70.0 11" O.C. +49, -49 psf 6'-8" 9'-8" 5 ANCHORS 1/4"0 ITW/BUILDEX +54, -54 psf 6'-8" 9'-4" 6 ANCHORS 22 BLOCK TAPCON ANCHOR +70.0, -70.0 11" O.C. +57, -57 1�4"0 ITW�BUILDEX psf 6'-8" 9'-0' 6 ANCHORS WOOD TAPCON ANCHOR 22 +70.0, -70.0 11" O.C. +60, -60 psf 6'-8" 8'-8" 6 ANCHORS ALUMINUM TUBE OR 1/4"0-14 ITW BUILDS +70.0, -70.07 70.0 71" O.C. +70, -70 psf 6'-8' 8'-4" 6 ANCHORS STEEL MEMBER TEK SCREW 2� MEETING / TILES (TYP.) -- .�. P4, REQ'D NUMBER OF ANCHORS AT HEAD & SILL• CLUSTER • • " • " --4--4 OF ANCHORS AT SIDELITE & DOOR JAMB MULLIONS & • '(4)ANCHO.4Si •• •(5)ANCHORS •(6)ANCHORS CORRESPONDING ASD DESIGN PRESSURE RATING *** • ***T EQ'D:AWMBER OF.AAGAUS AT CLUSTER OF ANCHORS AT ENDS OF TRANSOM ASD DESIGN SUBSTRATE . ';•AAR W?TH 'C?CRJBLE VUW'& CORRESPONDING ASD DESIGN PRESSURE RATING ** PRESSURE RATING CONCRETE, BLOCK, „ofift 1like,,IO& WOOD, ALUM., STEEL ReiredeLs Cone •.•• ••• • •• are�onn��5 yy$$pp•DESIGN• TRANSOM MAX. DOOR TRANSOM SUBSTRATE UP TO +67.5, -67.5 psf 4 ANCHORS NOAi-- °I. i •••i !HU RE RATING WIDTH FRAME HEIGHT HEIGHT CONCRETE, BLOCK, �Yimi �camol • • WOOD, ALUM., STEEL > +67.5, -67.5 psf UP TO By 4-u, l,C tiw�e +70, -70 6 ANCHORS 2'-0" 4 ANCHORS psf • .••• • +.45,:-45 PST• ••%,-8" 8'_4" 3'-0" 4 ANCHORS • • •• • •• 4'-0" 4 ANCHORS SIDELITE/DOOR JAMB • .••• •••• • • 2'-0" 4 ANCHORS MULLION (TYP.) +55,•-55 psf 6'-8" 8'-4" 3'-0" 4 ANCHORS •••• 4'-0" 6 ANCHORS 2'-0" 4 ANCHORS +70, -70 psf 6'-8" 8'-4" 3'-0' 4 ANCHORS 4'-0" 6 ANCHORS +++(4)ANCHORS •** (6)ANCHORS ^ TRANSOM TRANSOM a" �1t,�' /�` BAR BAR �i Q. ........... • FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) �` \Gll ENS' a' 4" �� azo,e mTEco,iuc SERIES ADC-112556 HIGH IMPACT _ _ RESISTANT OUTSWING FRENCH DOOR W/ DRAM 6r j— 5 jyf/ TRANSOM OR W SIDEUfTES '� f (S * 08/19/15 4 4 ST TE OF ;�•� 4" ES � TTL E C O ALUMINA DISTRIBUTION CENTER ``ff``'' TI TESTING Y ENGINEERING COMPANY 14475 NW 26 th AVE. DATE '��ORIOP (wsj_t t x cvmxq n.v,m OPA—LOCYA FL "a 7 l"liI as054-3121 15-250 •+(4)ANCHORS ••(6)ANCHORS ��0••••I ? WurI:R A-0�LIR1Jr.P.E rn DRAWING No P.E. SYAF,/„$�jMjk0ee DATE RDRIDn Lte./u1B7 •n• sNEET 22 or z4 2) 17 r4 21 (3) @ TYP. REQ'D. 35 STILE 0 041. Appoind as -ith th, 4, F ,. 31 El, 0 60 0 0 0 00000 0000 0000 BOTTOM OR 0 0 0 0 9 TOP RAIL eoo*o: 0 6 0:0 0 0::::. 0:6660 00 0 00 0DOOR PANEL & PANEL 0 0.: - ::o CORNER DETAIL 0 90 •00 0.00•• 0 0 FAME CORNER DETAIL (ISOMETRIC). 0900 .(ISOMETRIC). N. T- S. N. T. S. 6 ttltFr%' 111-4 % FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) A ENS, & . . —1-M..INC SERIES ADC-112556 HIGH IMPACT DFAWN BY RESISTANT OUTSWING FRENCH DOOR W/ M.L TRANSOM OR W/ SIDEI.JTES `7�ME C�0,,,,� ALUMINA DISTRIBUTION CENTER 08/19/15 OF DATE TILLfF TESTING& 1161"EEftl"G COMPANY 14475 MIN 26 t AVE 0PA-LOCKA.FL 33054-3121 15-250 t U-0006719 fil 0, —01.P.E lip NYIA��TE U..111"167 P.E. s:,"11723 OF 21 r 0 4 2TYp. 21 35 (SHOWN @ 21 1 (2) #10-24x7/16" 2 BOTTOM RAIL) F.H. M.S�TYP.) EA SIM. @TOP 7 I I I I - --- - -------- 1O OR O2 I I I � II I I II I I 7 7 I I I I PLAN VIEW AT ACTIVE & II II I I INACTIVE LOCK STILE LJ 1/2" TYP. I DOUBLE DOOR ELEVATION 2 (2) #10-24x7/16" • • F.H. M.S.�TYP.) EA •:•••: • AYPRxnedrulm0 sWilh Uro • • • 3 435 (SHOWN 1 OR O2 �6�:zols. • •••• • NOA' 7 • •••• •• 21 M a • • •••• '••••• 7 • •••••• PLAN VIEW AT LOCK STILE •••••• •• • •••••. ® SINGLE DOOR • • •• : •'•• BOTTOM •• ••• "• ' • RAIL) SIM. @ TOP •••• PLAN SHOOT BOLT GUIDE DETAIL DETAIL 1 : TOPZBOTTOM RAIL AT TOP & BOTTOM STILES CONNECTION TO STILES scALE: 3/a°=1" SCALE: 3/8"=1" A.T ,1�P;'•�C ENS•• �� = FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) F —15 TRTET:D,we SERIES ADC-112556 HIGH IMPACT DRAWN BY RESISTANT OUfSWING FRENCH DOOR W/ M.L `y�q*yam TRANSOM OR W SIDELRES IL ECO 1Nn. ALUMINA DISTRIBUTION CENTER 08/19/15 -pF.• 0R10p: TI-T TESDNG&ENGINEERING COMPANY 14475 NW 26 th AVE DATE "+*•xs6u.64 sl.. w.,NY1M Gxooe,rt retro OPA-LOCKA,FL .........• � 73054-3121 15-250 1j111. EH-0006]19 m DRAWING No )•/ WALTER A TRUE Jr.P.E. FLORIDA lio./44167 P.E!�S�C/IS��fIATURE/DATE vny„ IKEr 24 OF 14