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RC-17-1685Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. RC-6-17-1685 Permit Type: Residential Construction Pen' Work Classification: Alteration Permit Status: APPROVED Parcel Number Issue Date: 8/15/2017 1 Expiration: 021112018 Applicant 240 NE 97 Street 1132060134020 Miami Shores, FL 33138- Block: Lot: PROPERTY ACES LLC Owner Information Cell PROPERTY ACES LLC 240 NE 97 Street ' MIAMI SHORES FL 33138- 240 NE 97 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone I.M,W CONSTRUCTION, INC. (954)825-1203 In Review Date Approved:: In Review Date Denied: Type of Construction: REMODEL KITCHEN AND 2 BATHR Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $42.00 CO/CC Fee $50.00 DBPR Fee $31.50 DCA Fee $31.50 Education Surcharge $14.00 Notary Fee $5.00 Permit Fee $2,100.00 Plan Review Fee (Engineer) $120.00 Scanning Fee $27.00 Technology Fee $56.00 Total: $2,977.00 Valuation: $ 70,000.00 Total Scl Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-6-17-64432 06/28/2017 Credit Card $ 200.00 $ 2,777.00 08/15/2017 Credit Card $ 2,777.00 $ 0.00 Bond #: 3484 Available Inspections: tlnspection Type: I PE Certification Door Attachment Ins o Pr AL Drywa I i Window a r Buck Fill Cells Columns Review Plumbing Review Planning Review Electrical Review Electrical Review Electrical Review Building Review Building Review 0 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 tha all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the ab contractor to d r sFaTetb August 15, 2017 Authorized Signature: Owner / Ap f / Contractor / Agent Building Department Copy August 15, 2017 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED JUNp2 8 2017 `�� FBC 201`tT�� Master Permit No.y-G n " 1(,or5 Sub Permit No. ❑ REVISION ❑ EXTENSION [:]RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP NI, CONTRACTOR DRAWINGS JOB ADDRESS: 240 OWn7 St City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -3206-013-4020 Is the Building Historically Designated: Yes NO X Occupancy Type: sgl fam Load: Construction Type: Flood Zone: ,#% - BFE: FFE: OWNER: Name (Fee Simple Address: 240 97 St City: Miami Shores Tenant/Lessee Name: Email: Property Aces LLC State: FI CONTRACTOR: Company Name: IMW Construction Address: 6538 NW 28 Ct City: Margate State: FI Zip: 33063 Qualifier Name: Ian Walker Phone#: 954-381-4469 State Certification or Registration* CGC 061663 Cgftte of Competency #: one#: DESIGNER: Architect/Engineer: hone#: 954-8251203 Address: City: v - State: Zip: 70 000 Value of Work for this Permit: $ � Square/Linear Footage •k: ❑ Addition ❑ Alteration of Work: Per Submitted Plans Specify color of color thru tile: Submittal Fee $ <;LkM •(-->� Permit Fee $ 2 , I CCF CO/CC $ GO 1 `(� `� Scanning Fee $ Radon Fee $'�� D B P R $ • 'ST) Notary $ 5 0�5 Technology Fee $ FJ� Training/Education Fee $ I k4 - m Double Fee $ Structural Reviews $ 120 q Bond $ S-00 'yy TOTAL FEE NOW DUE $ 2-1 2--T� J (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A OTICE OF COMMENCEMENT MAY Jq RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS To R PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." zNEY O 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 R or AGENT Signature jl�,� CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this , / ( _ day of I " � ns,-4I� --, 220 1 � , by I (P day of NQ1 , 20 C� by mt cA. LY ED ` f 'VVE Sao% per" siRv known to ]JNN i I M(te )d k-YA , who is personally known to me or who has produced \)EV— C( as me or who has produced -ft X7V \N 421A 41Y58 f s identification and who did take an oath. tification and who did take an oath. NOTARYLBL #irr!TtR LIC: CJA JO Si n: S: �y.� Print:y (N�� -� �` Print: � �ft SLG V A o"N Seal: Seal: NOTARY PUBLIC 7�00%,otary public State of Florida STATE OF FLORIDA india Alvarez Comm# FF079107 My Commission FF 156750z�10�iro312018 CE 19 ExireS i/ s*s*ssssssss*sssss*s**s s* s* ****s*ss**sssssss APPROVED BY 0 Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-4020 Property Address: 240 NE 97 ST Miami Shores, FL 33138-2404 Owner PROPERTY ACES LLC Mailing Address 240 NE 97 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,520 Sq.Ft Living Area 1,880 Sq.Ft Adjusted Area 1,944 Sq.Ft Lot Size 5,750 Sq.Ft Year Built 1967 Assessment Information Year 2017 2016 2015 Land Value $172,569 $143,808 $138,150 Building Value $109,503 $137,711 $138,839 XF Value $2,127 $2,153 $1,838 Market Value $284,199 $283,672 $278,827 Assessed Value $284,199 $262,808 $260,982 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $20,864 $17,845 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 534165342 MIAMI SHORES SEC 1 AMD PB 10-70 LOT 7 BLK 30 LOT SIZE 50.000 X 115 OR 13564-469 0188 4 Generated On: 6/28/2017 Taxable Value Information 2017 2016' 2015 County Exemption Value $0 $50,000 $50,000 Taxable Value $284,199 $212,808 $210,982 School Board Exemption Value, $0 $25,000 $25,000 Taxable Value $284,199 $237,808 $235,982 City Exemption Value $0 $50,000 $50,000 Taxable Value $284,1991 $212,808 $210,982 Regional Exemption Value $0 $50,000 $50,000 Taxable Value w 1 $284,199 $212,808 $210,982 Sales Information Previous Sale Price OR Book -Page I Qualification Description 04/03/2017 $345,000 30490-0469 Qual by exam of deed 11/10/2016 $300,000 30307-4801 Qual by exam of deed 05/22/2009 $100 26879-0013 Life Estate interest 04/01/19791 $60,000 10351-0312 1 Sales which are qualified 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 hftp://www.miamidade.gov/info/disclaimer.asp Version http://www.miamidade.gov/propertysearch/ 6/28/2017 2017 FOREIGN LIMITED LIABILITY COMPANY ANNUAL REPORT DOCUMENT# M16000003592 Entity Name: PROPERTY ACES, LLC Current Principal Place of Business: 9740 SW 72 AVE PINECREST, FL 33156 Current Mailing Address: 9740 SW 72 AVE PINECREST, FL 33156 US FEI Number: 81-2267714 Name and Address of Current Registered Agent: LEON-PONTE, MABELLY 9740 SW 72 AVE PINECREST, FL 33156 US FILED May 01, 2017 Secretary of State CC2793780977 Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Authorized Person(s) Detail Title MGR Name LOPEZ-CONTRERAS,ELEAZAR Address 9740 SW 72 AVE City -State -Zip: PINECREST FL 33156 Title MGR Name LEON-PONTE, MABELLY Address 9740 SW 72 AVE City -State -Zip: PINECREST FL 33156 Date I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am a managing member or manager o1 the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: MABELLY LEON-PONTE MGR 05/01/2017 Electronic Signature of Signing Authorized Person(s) Detail Date 06/28/2017 01:07 FAX 9549468942 MAPLES —INSURANCE 001/001 DATE (MM/DD/YNj�-� -ACORDTM CERTIFICATE OF LIABILITY INSURANCE 06/28/17 PRODUCER A MAPLES INSURANCE AGENCY THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 1051 E SAMPLE ROAD ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR POMPANO BCH, FL 33054 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW_, Phone 9549466940 Fax 9549468942 1 INSUREDS AFFORDING COVERAGE _NAIC �# INSURED IMW CONSTRUCTION INSURER A; UNITED SPECIALTY _ 6532 NW 28TH CT INsuReR B: EVANSTON INSURANCE _INSURER C�-_ _ POMPANO BEACH, FL 33063 I INSURER D: — L_ INSURER E:- — --- _ — COVERAGES INSURER F: — f THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERM. EXCLUSIONS AND CONDITIONS OF SUCH — POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIM$, INSR ADUL I POLICY EFFECTIVE' POLIGY�XPIRATION — LTR �NSRD TYPE OF INSURANCE _- POLICY NUMBER_ DATE (MMIDD/YY DAME MMlODJYY� , LIMITS _ GENERAL LIABILITY — �EACHOCCURRIENCE j 1,000,000 © GL-565503 DAMAGE T-O-REWED COMMERCIAL GENERAL LIABILITY --- 05/07/1 7 06/07/18 PREMISES (Eq oceurence) _._. 100, 000 ❑❑ CLAIMS MADE 0 OCCUR MED EXP (Anyone person) 6,000 A ❑ ❑ _ PERSONAL & ADV INJURY 1,000,000 ❑ —. GENERAL AGGREGATE 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER; PRODUCTS - COMA/OP AGG 1 , 000.000 - ❑/ POLICY ❑ PROJECT ❑ LOC AUTOMOBILE LIABILITY ❑ ANY AUTO COMBINED SINGLE LIMIT (Ea accident) ❑ ALL OWNED AUTOS ❑ ❑ SCHEDULED AUTOS BODILY INJURY ❑ prie:on) _ -- HIRED AUTOS (Par i ❑ NON OWNED AUTOS BODILY INJURY ❑ - (Por accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY • EA ACCIDENT ❑ ❑ ANY AUTO ❑ OTHER THAN EA ACC _ AUTO ONLY: AGG EXCESS LIABILItY --- ' OCCUR GL-1706990 06/07/17 06/07/18 EACH OCCURRENCE 4'006,000 B ❑ ©CLAIMS MADE AGGREGATE — 4, 000, 0 ❑ DEDUCTIBLE ❑ RETENTION WORKERS COMPENSATION AND - "-' --•- ---- _ ___ _ _ EMPLOYERS' LIABILITY ❑ WC STATU- ❑ OYH_ ANY PROPRIETOR / PARTNER / EXECUTIVE-T_O.BY LIMITS ERT__ OFFICER / MEMBER EXCLUDED? ' E.LL_EACH ACCIDENT IF yea, dewril)o under E.L. DISEASE . EA EMPLOYEE l SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT OTHER -- DESCRIPTION OF OPERATIONS / LOCATIONS % VEHI�xCLUSIONS ADDED BY ENDORSEMENT-- SPECIAL PROVISIONS LICENSE # CGC-061663 I L_ CERTIFICATE HOLDER CANCELLATION — - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL M IAMI SHORES VILLAGE _30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10060 NE 2ND AVE THE LEFT, BUT FAILURE TO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY MIAMI SHORES VILLAGE, FL 33136 OFANY KIND UPON THE IN ER, ITS AGENTS OR REPRESENTATIVES, J AUTHORIZED REP �ATIVE ACORD 26 (2001/08) 9P ACORD CORPORATION 1922 DHP Engineering Inc. CONSULTING ENGINEERS ARCHITECTS (BUILDING & LANDSCAPING) PLANNERS June 25, 2017 City of Miami Shores Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 Re: Renovation to Single Family Residence 240 NE 97 Street Miami Shores, FL 33138 Table of Contents • ASCE 7-10 Wind Load Calculation (Wall Openings) • Lawson Horizontal Slider Window HS 8700 14-0908.14 • Lawson Single Hung Window SH 7700 14-0908.10 • Lawson Casement Window CMT-3200 14-0908.20 • Lawson Sliding Glass Door SGD 14-0908.02 • Jeld-Wen Impact Opaque Door FL 14569.6 • Kidde "Hard -Wired" Smoke Detector Cut Sheet • Kidde "Wireless" Smoke Detector Cut Sheet • Braun Exhaust Fan Cut Sheet • GE Range Hood Cut Sheet Sincerely, Donovan PessoaR48 State Registratio Signature Document.doc Page 1 of 1 � J WrIN11 15201 SW 54 Street, Miramar, Florida 33027 Tel: (954) 559-5855 e-mail: dpessoa(-)netzero.com ST-RLJ T- RAL REVIE APPP�d D DATE,7� 6/24/2017 `l +Ill 1 05 A -20 \1')g#ailed Wind.L. a Design (Method 2) per ASCE 7-jp Analysis by: Donova Pesf �ompany Name: DHP Engineering Inc Description: Wall Openi ✓240 NE 97 Street, Miami Shores, 33138 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.37 Flexible Structure No Calculated Parameters Importance Factor 1 1 Hunlcane Prone Region (V> 100 mph) Table 26.8-1 Values Alpha = 9.500 za = 900.000 kt = 0.105 It = 1.000 Im = 0.650 :c = 0.200 = 500.00 ft silon = 0.200 .min = _ 15.00 ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1 I For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.85 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft Izm Cc * (33/z)^0.167 0.2281 Lzm 1* zm/33 ^Epsilon 427.06 ft O 1/ 1+0.63* Min B,L +Ht)/Lzm ^0.63 ^0.5 0.9350 Gust2 0.925* 1+1.7*Izm*3.4*Q / 1+1.7*3.4*Izm 0.8908 Gust Factor Summary G I Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings. Gcpi V NN'HU Condition Gc i Max + Max - Open Buildings Partially Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 -0.55�F -0.18- Enclosed Buildin s 0.18 -0.18- IVC 68 0 ATE O /r11j,fl 1 d1191\,,` Developed by Meca Enterprises, Inc. Copyright 2006 DHP Engineering Inc Page No. 1 of 2 a WIND05 v1-20 Detailed Wind Load Design (Method 2) per ASCE 7-10 Figure 28.4 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft it Gabled Roof 7 < Theta <= 45 a = 3 ==> 1 3.00 ft Double Click on any data el7tty line to receive a help Screen Component width Ot) span (ft) Area (ft"2) Zone GCp Nind Press (Ib/ft" Max Min Max Min W 1. 37"x 74" 3.08 3.17 9.76 4 1.00 -1.10 47.12 -51.11 W2. 37"x 74" 3.08 3.17 9.76 4 1.00 -1.10 47.12 -51.11 W3. 111 "x 38" 9.25 3.17 29.32 4 0.92 -1.02 43.82 -47.82 W4. 26"x 15" 2.17 1.25 2.71 4 1.00 -1.10 47.12 -51.11 W5. 26"x 15" 2.17 1.25 2.71 4 1.00 -1.10 47.12 -51.11 W6. 53"x 26" 4.42 2.17 9.59 4 1.00 -1.10 47.12 -51.11 W7. 37"x 38" 3.08 3.17 9.76 4 1.00 -1.10 47.12 -51.11 W8. 37"x 38" 3.08 3.17 9.76 4 1.00 -1.10 47.12 -51.11 W9. 37"x 38" 3.08 3.17 9.76 4 1.00 -1.10 47.12 -51.11 W 10. 37" x 38" 3.08 3.17 9.76 4 1.00 -1.10 47.12 -51.11 W11. 37" x 38" 3.08 3.17 9.76 4 1.00 -1.10 47.12 -51.11 W12. 74" x 50" 6.17 4.17 25.73 4 0.93 -1.03 44.22 -48.22 D1. 36" x 80" 3 6.67 20.01 5 0.95 -1.29 44.99 -58.84 D2. 30" x 80" 2.5 6.67 16.68 4 0.96 -1.06 45.55 -49.55 D3. 144" x 80" 1 12 1 6.6 1 79.20 1 4 1 0.84 1 -0.94 1 40.78 1 -44.77 Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. 1111111111111 6/24/2017 Developed by Meca Enterprises, Inc. Copyright 2006 DHP Engineering Inc Page No. 2 of 2 MIAMI• DEPARTiVIENT OF, REGUI:ATORY,AD'w EC006hIIC ES (RER) BOARD AND CODE ADMINISTRM'1?IO 'DIVISIO 1 ,r»�� CC F Ai`NCE (XI Lawson Industries, Inc. 8501 NW 90..Street Medley, FL 33166 MIAIVII—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 wm-•.miamidede.eov/economy This u er the applicable rules and regulations governing the use of construction materials. The docume ion submitted has been reviewed and accepted by Miami -Dade County RER- Product Contr chop to be used in Miami Dade County and other areas where allowed by the Authority Having Junsdiction (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 Miarni-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is app}ev as escrr , and has been designed to comply with the Florida Building Code, inc mg the High Velocity Hurricane o DESCRIP�ON: Series "HS-8700 (Flange -Frame " Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOC Drawing No. -0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B", dated 08/11/14, prepared by manufacturer, and signed and sea ;bearing the Miami -Dade County Product Control Revision stamp a Notice of Acceptance nD ate by the Miami -Dade County Product Cont Section.MISSILE IMPAC TING: Large and Small MissilLABELING: Each unit shall a ent label wme or logo, city, state, series, and following statement: "Miami -Dade County ro 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. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.08 and consists of this page 1 and evidence pages E-1, E-2 and E -3; as well as approval document mentioned above The submitted documentation was revie'%ve y Jaime D. scon, P. E. NOA No. 1"90_$14' (Pp�i xpiration Date: Apri111, 2017 `'• . G- oval Date: November 13, 2014 ` Page 1 ' Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted tinder previous NOA No. 11-0 705. 10) 2. Drawing No. L87004901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10 3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No.11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3047, HETI-10 3053, HETI-1Q 3057, HETI-10 3130, HETI-10--3223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No.11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 113, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3048, HETI-10 3049I, dated 11/09/10, HETI-10-3050, HE, TI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10 3226, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda,- P.-E. / (Submitted cinder previous NOA No. 11-0705.10) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-090814 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08 2033, HETI-08 2034, HETI-08-2035, HETI-08 2036, HETI-08-2037, HE,TI-08-2038, HE,TI-08 2116A and HETI48-2116B, dated 02/28/08, signed and sealed by Candido F. Font, P. E. (Submitted under• previous NOA No. 09-0706.05) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted un(ler NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE - 1. Miami —Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer." dated 04/11/13, expin7ng on 12/1.1/16. Jaime D. Gascon, P. E. Product Cartrol Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5rh Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J Sotos, P.E. (Submitted antler previous NOA No.12-0127.08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted ruder previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI-10-3049, HE, TI-10-3049I, HETI-10-3050, HETI-10-3051, HETI- 10-3052B, HETI-10 3053, HETI-10-3056, HETI-10 3057, HETI-10 3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET-10 3225 and HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No.11-0705.10) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No.11-0705.10) 7. Laboratory compliance letter for Test Reports No.'s HETI-08 2033, HETI-08- 2034, HETI-08 2035, HETI-08 2036, HETI-08 2037, HE, TI-08-2038, HETI- 08-2116A and HETI-082116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F.. Font, P. E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02-0227.0S) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal eliding Window - LMJ.", approved on 03/29/12 and expiring on 04/11/17. Jaime D. Cascon, F. E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-3 B 81 Ism C B Bt ox I XO REF 0 SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. FOR VE01GAL, CROSS—SECTION DETAILS "A, Al, B, & III" REFER TO SHEET #3 FOR HORIZO OSS—SECTION DETAILS "C, D. & E" REFER TO SHEET N4 REFER TO SHEET 8 FOR DESIGN LOAD CHARTS AND NOTES. ED XOX -Equal Lite (1/3-1/3-1/3) NOTES: t REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS—SECTION DETAILS "A. Al. B, & B1" REFER TO SHEET 03 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D. & E' REFER TO SHEET p6 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A E� D B 01 XOX - Un-Equal Trite (1/4-1, 2-1/4) NOTE 1) REF TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VE CAL CROSS—SECTION DETAILS 'A. Al, B, & BI" REFER TO SHEET #3 3) FOR HORIZ CROSS—SECTION DETAILS 'D, & E" REFER TO SHEET 06 4) REFER TO SHE E OF 10 FOR DESIGN LOAD CHA>orr�_ :Fl?TFC.-A'7(I11 7ONTAT. QT.TTITNr- TUPACT W General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHAM BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS, ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.), AND AS TABULATED ON SHEETS 6, 7, or B. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO. BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS 18, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6. 7 or 8). 8.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE SOFT. IN THE HVHZ, THE LG. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON 'XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE 'XOX' WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE 'XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) Err. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE .MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 03, 4 & 6 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED 1N COMPLIANCE WITH THE 2014 FBC CHAPTER 24 SECTION 11.3.3.3. 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET b 6 FOR MULLION/UETAL ATTACHMENT DETAILS, NOTES At OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIANI-DADS COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. PRODUCT REVISED w complying wide the Flondn ,} DuBdLeg Cod, 08.14 A.ccepinnw`Nl Dy,- ,4tem_l9id_ i_lvducl COWIOI o � M � � � cFi O 3 Iry y .� z z 4 in w = A ro 2 1 O a O ®z o - 1 W ral x 4 b 0. '0 I q x al TEST UNIT SIZE: I11' X 83' * ------ INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0 (13) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 6 AT EA, FRAME JAMB • SEE GENERAL NOTE M3 h 04. T— 3/8' OVERALL FRAME WIDTH 3/8' INTERIOR FRAME WIDTH 5' 1" Wi 1 �IO.L.O.;, Ih 24 8 t E / j N zi € ;I E ANCHOR NOTES E%T, LINT pALSE C�ppLONIAL 1. SANE ANCHOR SPACING AT HEAD L SILL I1NT[NS ARE PLIED V/ 2. TWO ADDITIONAL ANCHORS REQUIRED g ONE AARR AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. DP ABOVE .70PSF / - 75PSF (4 TOTAL) 'XOX" WINDOW EQUAL LITE 1-SE1- - N DETAILS 'A, AL B, L B1' AT SHEET 03 IST UNIT SIZE: Ill" X 63" IZONTAL CROSS-S t E' AT SHEET 05 STALLATION FASTENERS Nt Ill' OVERALL�r+� 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH �s (14 AT FRAME ME DP ABOVE 70.0 TWO ADDITIONAL ANCHORS 10 AT EA. F SILL REQUIRED AT MEETING RAILS (14 AT FRA SILL IF DP ABOVE 70.0) A Al FOR UNITS VITH ABOVE 7F N. 14 TOTAL) 6 AT RAME JAMB r(N}SL7a) 4' I— (Mvi zoc) , *SEE NERAL NOTE R3 & /4. TEST UNIT SIZE: 74" X 83' INSTALLATION PA3TENB (A) 6 AT FRAME H (8 AT FRAME IF DP AB' (B) 6 AT EA. F E SILL (8 AT SILL IF DP ASO (C) 6 AT E RAME JAMB • SEE G ERAL NOTE 13 Jt /4 (rYP1G1 CRS) D.C. 5' z L ,d dth - 24 3/8' 1 _ %/ o :_ ;l /�J•,'�__= is ANCHOR NOTES; Ex 4, 1. SANE ANCHOR SPACING AT HEAD t SILL MPLIED V/SILICONE AND ARE AVAILABLE 2. TWO ADDITIONAL ANCHORS REWIRED AS OPTIONAL. MEETING RAILS FOR UNITS WITH DP ABOVE <1 TOTAL) "XOX" WINDOW - UN-E NOTES,SEE 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, t BI' AT SHEET 13 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, L E' AT SHEET 15 74' OVERALL FRAME W 73' INTERIOR FRAME WIDTH iV0 ADDITIONAL A RS VE 70.0 REQUIRED AT MEET AILS FOR UNITS WITH DP AB E A Al �/- 70PSF (4 TOTAL) S 70.0) 4� 5 ( 40�� 4 1/2' f1' DAOL O.C. 5' C tl o O.L.O. Lh 13 1/4' >k==7 ' J _ �i ' ==fl ;I I 4 i 13 1/4' I. ,SAME ANCHOR SPACING AT HEAD t SIL \ / L L NT), t' 2. TWO ADDITIONAL ANCHORS REQUIRED — J// g�INE, AT MEETING RAILS FOR UNITS WITH VAILR DP ABOVE +/- 70PSF (4 TOTAL) Wjj3OW EQUAL LIT NOTES. ''OX REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, t IN', 2. SEE HORIZONTAL CROSS-SECTIOH DETAILS 'C, D, t E' AT 3 NAF>" 1 13 1/4' D.C. E 1� O.C. 13 1/4' Q.C. PRODUCTREVIS13D ez mmplyiull ,lot the Florida A.oepnO Codc ��. w � Actepinnto No 40_�o �. Gp D A00 / vlitlmTl70dc P,edea Cbnirol`1 a O o a m I RNAT gIERS) O 2 O K .•� Q Qi O a N C ZtiZ z d C7 a0 W a A a z 0 �a e F fn O N �>qu7 S xi W W O d 0 .ON x 11I �I I Itt"V 1/4' TAPC W/ 11/4' MIN. EM MENT INTO CONC, (SEE E VATION AT SHEET #24(TYP.) L WOOD BUCKS E INEERED SEPARATELY FOR X. FASTENER SPACING) BE REVIEWED BY DG. OFFICIAL (TYP.) 1 1/8' MIN.OD BUCK AND FRAMI (NOT BY LAWSON ,. EDGE DISTANCETRIES) MUST SUSTAIN ADS IMPOSED HE GLAZING SYSTEM P t."• ?' a, P 0a •'O 1�;:• ` A: v. =v Y:IOR GRADE 12' MAX. :TER CAULKING SPACE YPJ O CLEAR SILICONE ADUESIVE BEDDING COMPOUND 34 = EXTERIOR INTER R LAMINATED GLASS wNn ii 33 io a i 2 g EXTERIOR GRADE ;._l :::.::::::.:.:: PERIMETER CAULKING ••••'••• • • ••• •••.. ` e A ' ' e 1/4.' MAX. SPAC ••• d • 1 1/4' MIN. °SHIM (TYP.) '' EMBEDMENT ' •dO STUCCO OVER METAL LATH NAILED TO #14 S.H.S. W/ 1 1/4' EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD TO BE SPECIFIED BY ARCHITECT OR G,C. (SEE ELEVATION AT SHEET #2 (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) NOT BY LAWSON INDUSTRIES, INC. EXT. GRADE PERIMETER —/ CAULKING NOT BY .LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) EXTERIOR Al ALTERNATE DETAIL 'MIN. .,.: _ ANCE 1 1/4''•' 2X (MIN. EMBED.) TYP. 1/4' MAX. SHIM SPACE (TYP.) I '! I. INTERIOR WINDOW INSTALLATION NOTES: 20 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPT NAL BY WINDOW INSTALLER (TYP.) APPLIED WITH SILI ONE 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS #4, #5, 6 # BY OTHERS (TYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LES NOT REQUIRED. NO ANCHORS TO BE #12 SMS OR WD, SCREWS INTO WOOD, ;T. CRADE 1/4' TAPCDNS or APPROVED CONC, FASTENERS INTO CONC., IULK WITH A MINIMUM OF 1 I/4' PENETRATION INTO WOOD OR - CONC, (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ° A • _ d 1/4' HAX. .. ��.• °' a a SHIM SPACE d d .. e (TYP.) -1 114' MIN... , EMBEDMENT a e: . d d. RODUCTRCVISE :1 'y aG a A. • ° d d .' New Fmrian ,7 .a ' 1 1/8' IN. ° . # 8o#Mo Code �,/'rpl0�• I AenrytnncoNo B ni�atc rtn tat arrr EDGE DISTANCEI rnram�rr •mrnwr —All 1m vn __ nv -- 1y 19 luuurrrrr: I. u- 1 O .� 2X WOOD BUCKS - BY OTHERS (TYP.) / 1 #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #2 I FOR MAX. FASTENER SPACING) y {i ff(ff(EEi ")»> i1»}TY»N <1ffEEffffffffi EXTERIOR WALL FINISH BY OTHERS (TYP.) STUCCO OVER METAL LATH NAILED TO - \� EXTERIOR GRADE PLYWOOD SHEATHING OR TO BE SPECIFIED BY ARCHITECT G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM O v — EXT. GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. LAMINATED GLASS SILICONE ADHESIVE BEDDING COMPOUND .. INTERIOR EXTERIOR O 73' MAX. dINDOW FRAME BUCK WI 74' MAX. INDOW FRAME FLANGE W 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOJIR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD(REFER TO LOAD TABLES FOR QUANTITIES RE i a 0z M 0 y O PT. WOOD BUCKS Noe v d c o ao� 1/4' MAX. �• 3 SHIM SPACE (TYP,) Z O • to z a 1/4' TAPCON W/ 1 1/4' e MIN. EMBEDMENT INTO CONC. A . (SEE ELEVATION AT SHEET #2, •z•� z r . FOR MAX. FASTENER SPACING) O ixv. , . g 0 // 7y 1. BED MIN, '' == EMBEDMENT a O --- ..A . • , N 6 a 1 1/6' MIN. 0. M a• EDGE DISTANCE c 1 Q U EXT GRADE 'e. OD y CAULK O ` PRODUCPRBVISBD Of wmplylug with ft Pladdo AccepMoco NO zo.17 Z$I TI I IP�I�zI� DESIGN LOAD CAPACI - OX or XO WINDOWS WINDOW Jamb H & S ass T e "A" "2 Glass T e "B" "2 Glass T e "C" "2 Glass T WIDTH HEIGHT + sf - sf + psf - psf + psf sf + psf sf + psf - psf 24 24 C4 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 36 3 4 65.0 1 65.0 65.0 65.0 70.0 1 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 4 1 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 1 48 4 6 65.0 65.0 1 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 1 80.0 80.0 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 1 70.0 80.0 80.0 80.0 1 80.0 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125W3754 65. 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 4 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80:0 80.0 80.0 80.0 26.5 50.625. 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50. 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 50.62 5 65.0 65. 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 58 4 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 63.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 1 80.0 1 80.0 80.0 80.0 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 - - - I I - Notes * 1.) SEE SHEET 0 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B. C. & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. v congdyiug with the rl 'undloo Cole ocept^ caPimcO No L RISER - OPTIONAL \� i �n a APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF .��. ..\\.13Y• I v/ \v 11nmTiDn�ioPro otr (+80.0 DP MAX.) r� >m u eco a C o ` .o y ^ a m G 0 � U w m Z4 O O m K , O o L( 3wv y w x Z J = o CS o h W = tq � a I U � o a ® a ors tq o o w 00 LL r. S FRAME SIZE 1 # Jamb chore # H 8r S Ancho lass Type 'B" * 2 G lass Type "C" * 2 Glass Type" D a "E" * 3 -G " • lass Type "G" * 2 WIDTH ' HEIGHT sf sf + sf - sf + sf - psf + psf sf + psf - osf 60 24 3 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 7 80.0 80.0 1 80.0 80.0 1 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 8 70.0 75.0 70.0 75.0 1 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 36 3 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 1 4 10 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 11 - 52.0 52.0 1 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 60 5 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 76.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 ' 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 . 65.0 75.0 111 3 11 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 38.3 4 1 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 50.625 4 1 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m w-PlY15 wlrh the Florida Notes * 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS A SILICONE OPTIONS. DuOdhrg Cbdo /f AcrePtim Dna_i'��,^V^ l 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A, B, C, dt D") By S LL RISER - OPTIONAL Miwai dol'rdd%,Cl 20 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP "E, ��/• .�/.� .�/. I % APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES k F-) AND +80.0 DP MAX./�/�/� I I FOR DP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD k SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEEP 2 OF 10) ♦ It 2 1 (+80.0 DP MAX.) r 4.) WINDOWS WITH GLASS TYPES "A, C. OR G- INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX -Lin-Eyial Lte o " 0 4 0 Q c o z 0 a � o 0 ai o o o a N xs o � o t` 4 Goa x W..-- ---- -------._._..__................. . ........ DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (113-113-113) + / - Pressures (pso FRAME SIZE # Jamb Anchors # H & S Anchors Glass Type "B" (*2) Glass Type "C' (* 2)1 Glass Type "D" (*2) Glass Type "E" (*3) Glass Type "F" (* 3) Glass Type "G" (*2) WIDTH HEIGHT. + psf - psf + psf - psf + psf - psf + psf . psf + psf - psf + psf - psf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 M 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 .2 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0.o 4 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 72 36 3 9 70.0 1 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53,125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 38.375 4 1 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 1 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 1 52.0 65.0 75.0 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 «g ' 79.5 38.375 4 9 70.0 76.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 3 . 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 „ 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 84 26 3 9 70.0 75.0 70.0 75.0 65.0 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 1 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - 62.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 PRODUCTRBVISBD 5t�s Notes * : 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B. C. & D-) 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F) AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES -A, C. OR G" INSTALLED ABOVE 30FT. Benann s+wW+lYhtBwNhlheNbNOo nD AccePdneo No B, n onD to dy 'AfSILL RISER - OPTIONAL "o ami Ja Pm ucl ` nlrot 20 l APPLIED WITH SILICONE 1 I FOR ➢P ABOVE +70,0 PSF l� 2 / <+80.0 DP MAX.) E elluurrrrrr. IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. l+rtrt XOX -Eeuel Llla 'SILICONE OPTIONS', DO V CORNING 699 SCHMEE-MOREHEAD 3731 TREMCD SPECTRUM 2 ' LAMINATED GLASS COMPOSITION - TYPE B ITBII OL188 DBBCR@TTON DBTAd LA110Un DEBC9UPITON 1 1/8' ANNEALED GLASS q _ _ - -.- SATLEX/KEFPSAFE By, 'S0.UTIA• P OD90' PLASTIC INTERLAYER _.__ 3 1/8' ANNEALED GLASS aflP LAMINATED GLASS COMPOSITION - TYPE D nxm I OIAS.9 DESCRIPTION DETAIL IAYINATB DBSCBIPTION l 1/8' HEAT-STRENGHTENED GLASS WTAGIE PVB Br 'DUPONT' P OB90' PLASTIC INTERLAYER �/' 1/8' HEAT-STACHGNTENED GLASS I uw IABGNATED GLASS COMPOSITION - TYPE E TTN DLA99 DBSCR�710N DBTAD. IAMQlAT6 DBBCRIMON 1 1/8• HEAT-STRENGHTENED GLASS SATLE%/1(EEPSAFE By, 'S0.UTIA' P 0,090• PLASTIC INTERLAYER 3 1/8' HEAT-STRENGHTENED GLASSaaw LAMINATED GLASS COMPOSITION - TYPE P RN OLA99 D89CRDPTION DETAIL "IMAn DB8CRIP7108 I 1/W ANNEALED GLASS - _ _ _,_ a4v BUTACITE PVB 8y, BWONT, ' P BA90' PLASTIC INTERLAYER 3 1/e' ANNEALED GLASS 'SILICONE OPTIONS'. DOW CORNING 899 SCHNEE-MOREHEAD 3731 CLASS 1183CRIMON OETA7L LAY1llAT6 DB8CR1 1/0' ANNEALED GLASS 0.090' PLASTIC INTERLAYER $AFIEX PVB 1/8' ANNEALED GLASS -= = --- - - Dr 'S0.UTIA' 1/4' INSULATED AIR SPACE'- 1/B' ANNEALED a] _114NUIATED LAMINATED CLASS D68CRPTION DETAIL I IAMWATR DItBCRI 1/0'.ANNEALED GLASS _ _.._1 OD90' PLASTIC INTERLAYER J/4• PVB 1/6' ANNEALED GLASSIII 1/4' INSULATED AIR SPACE - 1/e' ANNEALED GLASS INSULATED LAMINATED GLASS COMPOSITION TYPE GLOB DBBCRO7ION DITAIL LAMINATE DBBCRI 1/8' HEAT-STRENGHTENED GLASS _ 0.090' PLASTIC INTERLAYER J/4' PVB 1/8' HEAT-STRENIBRENED GLASS BP gIUPONT' 1/4' INSULATED AIR SPACE 1/8' ANNEALED GLASS 00 uw Ce) WINDOWS WITH GLASS TYPES •A, C, OR G' INSTALLED ABOVE SOFT. IN THE KVHZ. THE I.E. EXTERIOR LITE SHALL BE TENPERE0. GLAZING DETAILS AND OPTIONS ALLR41NLIM MULLION SEE MULLION APPROVALS FOR MULLION TYPE_ S12E AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0,078" MIN. THICK) NOTE: THE LOWERPRESSURES OF THE WINDOW OR MULL SHALL GOVERN -D 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS, (SEE ELEVATION AT SHEET 12 FOR MAX. FASTENER SPACING AND DP TABLES FOR QUANTITY) EXTERIOR GRADE WINDOW FRAME PERIMETER CAULKING EXTERIOR E2 FRAME MULLING DETAIL —SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE UMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN I/4' MAX. 1 12 S.D.S. X 1 1/4" L. SHIM (SEE ELEVATION AT SHEET 12 INTERIOR _ff FOR MAX. FASTENER SPACING) 7 L-WINDOW FRAME NOTE: IT EXTERIOR 1' AALLUM. TO IN CONTACT BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy a 36 KSI MRi. (STEEL 18 GA. MIN. THICK - 0.048'; B) ALUMINUM 6063-T5 AIIN. (ALUM. 0.078" MIN. THICK) E1 E ATTACHMENT DETAIL HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM 1 PART 1 REQD. DESCRIPTION REMARWS 1 L-7703 I FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 i FRAME FXD JAMB 6063-T6 ALUMINUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 I VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 I VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 I FRAME SILL TRACK - 6063-T5 ALUMINUM 10 L-8705 I FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS REQD. GLAZING BEAD ( 3/8• ) 6063-T5 ALUMINUM 12 FS-066 AS REO'D. FRAME ASSEMBLY SCREWS N8 X 3/4' P.H. PHILLIPS FS-040 AS REQD. INSTALLATION SCREWS D14 SMS F.H./PHIL. L-7531 AS REO'D. VINYL BULB 1/4' DIA BULB 03033 PWS-003 AS REQD. FIN SEAL WEATHERSTRIP .187' w x .230' hPWS-005 rM AS REQD. FIN SEAL WEATHERSTRIP .107' w x .350' h PWS-009 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .310' hL-7711 AS REQD. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM PWS-001 AS REQD. PILE @ GLAZING BEAD ,187' w x .150' h 20 L-8706 AS REO'D. SILL RISER ADAPTER 6063-T5 ALUM: OPTIONAL L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL r26.1 IE 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM FS-041 2 SILL RAIL ASSEMBLY SCREW R8 X 2 1/4' P,H./PHIL, MC-044-1 2 1 WEEP FLAP & BAFFLE ■ 26.2 MC- l X WEEP OPEN CELL FOAM PAD 1/2• X 1/2' X 2' L. 27 HC-040-1 2 SASH ROLLER & HOUSING ■ 28 HC-026-1 I SCREEN FRAME & MESH ■ 29 ■ 1 ATTACHMENT SCREW @ CLIP BB X 5/8' S.D.S. 30 MC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 I X Anchor FRAME SILL ANCHOR CLIP 6063-T3 ALUMINUM 33 ■ 2 LAMINATED GLASS See DetaBs D L.M. of sheet 9 AS REO'D. GLAZING SILICONE See DetOR% 2 L.H. of sheet 9 T36 Es._5504 AS REQD COLONIAL FALSE MUNTIN ALUMINUM AS REQ'0. JOINT SEALANTAS REQ'0. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUCT RBV ISED as complylag with the Florida BluildfngCode creplu AT�1N4mpce No '�1 e p DD pip :L Z A-DBR1f IiBiOp ICI CIDG. , qi :I al SAE■ FRAME L-7703HEAD �IxsO-- LRA7OE1 FIXED JAMB LIL 7O02 1PeNE JeMB O 1 O F�rrJ� O . .730 .06E O A93 I '\ FRAME TOP CORNER h a to q M y O q 1 ed43 L—� I .844 128s e �Lb O d o 4 r` v — Abe edsl I SILL RETAINING CLIP L-8706 10 O 1 �'� W'�AD VENT TOP RAIL Z - C, J 2 � 'A w m 54 CW7 Q a L16�e E JAMB 00 9 CL p]qI o FRAME SILL LO8701 FRAME VENT JAMB LO6703 A00 OJ34 3 FRAME BOTTOM CORNER FRAUF MEETING RAIL ~ ZO VENT SPRING LATCH L-7639 •fie At e374 — ^A6e VENT TOP CORNER \ AUF c 1 '\ ® N o O Q 1 43 21 Le33 �\ VENT LOCK RAA CA �1 � .698 11 t 1 I O VENT INTERLOCK RAIL LO7705 FIXED MEETING RAIL L-7704 VENT TOP/BOTTOM RAIL L-7707 r g uN R m Abe eA6e O A6e ej 83 O 1373--{ ' ®j NT e0rr0u R.x ! FRAME SILL / MEETING RAIL VENT BOTTOM CORNER N w o I.So I At L16S i a w 9G 9i Fr FRAME & SASH CORNER ASSEMBLY DETAILS< $ IA73—I VENT JAMB RAIL L-7708 O32830 SILL ANCHOR CLIP BEAD L 7711C BEAD GLAZINGLAZING SILL RISER AAPTEL-8708R ,�4�♦ lla3 41�cr. OL-7708 e 001 IA50 .183 I�A94 T 1-2.794 T— .950 07 IP PR_�u�OIIIADmPInIL"Ug(U}oCCBToDRdaoIt wnyAyl08 w1dI the Prld'o N tL oVISBD �\lo _I,_ 7A 7. —.773— 7j: —A30 11y tlPV) odociCnWi APo d, q :-1% -'.> .40 MIAM! DAl3E \•fIANII—DADE COUNTY p , �'� •-. ` ;,' 4��+e (`�p PRODUCT CONTROL SECTION V DEPARTi1tENT� F U ATORY,A? 1D CONOMIC RES r�il j�ES (RE] �'.` 11805 SN 26 Street, Room 208 BOARD AND CO A�WW IS.TItii►T�CJ'i{ISION `�1� ��`� T (786) 315-2590 F (786) 315-2599 t *E (NOA) J e��P� mvrv.minniidide.gov/econom Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 This NOA is being issued tinder 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 Mianii-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 Mi.ami-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�escri and has been designed to comply with the Florida Building Code, including the Hi DESCRIPTION: eries "SH-7700 (Flange Frame Al iminum Single Hung Window - L.M.I. APPROVAL DO UMENT: Drawun 00-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets trough 05 of 05, dated 05/27/09, with revision "B" dated 08/11/14, prepared by manufacturer, and signed and sealed b , bearing the Miami -Dade County Product Control Revision stamp with t otice of Acceptance number Expiration date by the Miami -Dade County Product Control Sec 'oil. MISSILE IMPACT RA G: Large and Small Missile Impact Resist nt LABELING: Each unit sha a ennanent label with the manufa irer's name or logo, city, state, series, and following statement: "Miami -Da a our pproved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a gene al application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.16 and consists of this page 1 and evidence pages E-1, E-2 and F-•3, as well as approval document mentioned above. The submitted documentation was reviewe anne . con, P. E. 8.10 MIAMIDA®UNtY k ExC=Page , 2016 �"' A, 2014 €�'�°t Co age 1 . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted -under pervious NOA No. 09-0706. 09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with revision dated `B" dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung fin window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No.'s HETI-09 2530A and HETI-09-2530B, dated 03/02/09, signed and sealed by Candido F. Font, P. E. (Submitted under pervious NOA No. 09-0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung fin window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No.'s HE, TI-08-2003 C, HETI-08 2004 A, HETI-08-2060 A, HETI-08 2060 B, HETI--08 2061 A, HETI-08-2061 B, HETI-08-2062 A, HETI-08-2062 B, HETI-08 2063A, HETI-08 2063B, HETI-08-2064A and HETI-08 2064B, dated 03/15/08, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung fin window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted urt(ler previous NOA No. 01-1009.01) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 1,�-0908.10 Expiration Date: December 27, 2016 Approval Date: November 06, 2014 B-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5�" Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-012 7.16) 4. Statement letter of no financial interest, dated 05/28/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.11-0705.09) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA No. 08-0527.17, dated 02/27/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 11-0705.09) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.10 Expiration Date: December 27, 2016 Approval Date: Novcmber 06, 2014 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTIlVUED) 6. Laboratory compliance letter for all Test Reports No.'s HETI-09-2530 A and HETI-09 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 09-0706.09) . 7. Laboratory compliance letter for all Test Reports No.'s HETI 08-2003 C, HETI-08 2004 A, HETI-08 2060 A, HETI-08-2060 B, HETI-08-2061 A, HETI-08-2061 B, HETI-08 2062 A, HETI- 08-2062 B, IRETI-08-2063A, HETI-08 2063B, HETI-08-2064A and HETI-08 2064B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0825.17) 8. Laboratory compliance letter for all Test Reports No.'s FTL-2987 and FTL--2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 01--0406.08) G. OTHERS 1. Notice of Acceptance No. 12-0127.16, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame) Aluminum Single Hung Window approved on 03/29/12 and expiring on 12/27/16. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.10 Expiration Date: December 27, 2016 Approval Date: November 06, 2014. E-3 48' S3.125' 53.125• INSTALL? ANCHORS - WINDOW FLANGE FRAME WID WINDOW FLANGE FRANC WIDTH INSTALLATION ANCHORS WINDOW FLANGE FRAME WIDTH (A) 4 MA AT FRAXE HEAD INSTALLA710N ANCHORS (A) 4 MAX AT FRAHE HEAD (B) NON CR FRAHE SILL + i3 3/4' (A) 4 HAX. Ai FRAME HEAD l0 IS/16' A) CH) NONE PER FRAME SILL + 13 3/1• (C) FR E JAMBS (SEE SHEET N4) Q I MA%. O,C.' (D) NONE PER FRAME SILL i HAX. O.C. (C) FRAXE JAI (SEE SHEET N4) %\ I MAX. O.C.I 6• O (= % HAX. CC) FRAME JAMBS (SEE SHEET 44) �` 6' (O 6.(1AA)(-IYP. A 6' 6• MAX.-TYP. O y k ALL CORNERS _ ALL CORNERS ii M x. O.L.O. 1'fid ALL CORN S s n at ✓J 'D = ii43 9 16" -1 .v 10 I/(• _=====%/- ==_I--- n 'v //i; J `* 0 9 3/8, i✓. //i( D 4 v z .. MAX. ABOVE i i, o III ii� 0 IIo �: MAX. ABOVE Z O W '�• MEETING RAILS ' i .4 s,r 10 3/16' ;g a D g I }> IMA%. ABOV Max. 1 .L.o. Wlet'D o.L.o.`i'Min �, w = a v, uj N �i MEETING RAIL 11 16 n § as m '" -1 11/IQco a �' G*4 z AT 6' HEETI�NG �� \ u Ba ii i� (4� �i? j ilkB m F a< RAIL >• '� )• JE n� i' Z OG Z ~> AT m, �' t 5� RAase 9 7/8' ____ F_ _ _ a'D' t) y_ ] 3 1/HAX "EL"' / ii rn E l0 9N• MAMAXM • j U II- x NEETING RAILS _•F_! i ___x a $ ____= i = 0 U NEETING RAiLS� -'-' ` IMALr �J't o w ~ a d it "'MAX. 6 MAX.. 6 MAX. (,' C EXT. 5 INT. FALSE COLONIAL C W W EXT. a I FALSE COLONIAL 521zs• MU INS ARE APPLIED V/ 52125, MUNTINS A APPLIED V/ 47.aBo• W/ SILICONE AND ARE WINDOW BUCK WIDTH WINDOW BUCK WIDTH WINDOW BUCK WIDTH h CF.1 V/ SILICON ND ARE AVAILABLE AS OPTIONAL. AVAILABLE AS TIONAL, 48" x 78" EQUAL LITE ELEVATIO UN -EQUAL LITE RADIUS ELEVATION UN -EQUAL LITE ELEVATION w • INCLUDES UN -EQUAL LITE AND RADIO AD (LIMITED TO LOADS ON SHEET 4 OF 6) (LIMITED TO LOADS ON SHEET 4 OF 5) I S-7700 SINGLE HUN - FLANGE FRAME A General Notes: LIMITED TO LOADS ON SHE 6) SERIE� Z W jjjj$ 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 53.12s• U) t OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE INSTALLATION A S. WINDOW FLANGE FRAME WIDTH f VELOCITY (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (A) 4 MA x AT AXE HEAD (W NONE PE RARE SILL 13 3/4' I — (SHUTTERS NOT REQUIRED) (c) FRAME BS (SEE SHEET 04) MAX. O.C. I pp 41 yy a 2.) WOOD BUCKS SHALL BE INSTAI.I.E➢ AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS I�1•AT ` am OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 6' L CORNERS 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES Max.D.L.O. Width N S ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATED =j;46 11 1�; •6 ; ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE r^ 9 f=== n « « 0 3 ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND b MAX. A Ov it TO BE REVIEWED BY BUILDING OFFICIAL.. �'" w 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS 'f' ii B ii w rc z z TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE N `�� -1 AT LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). �:' 6 MEETING 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. n �7I RAIL 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. Qm w B.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 4y (��tt11111It 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 5$ 9MEETING RAIL &__ ^ SN`` * •M�JAAAiP 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (' d C2 •.,yf... +�� (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) ii/ " 11 �� •. v7 WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, 'R 1)LT RF)VISED m o-i'^.:. �� C3 U. •. �} �. SECTION 11.3.3.3. "MAX u lylug wIdl du; u) ✓�` 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 31 NuO Cadc •+� 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED Irmco ND FoF��''� WINDOWS USING A MIAMI-DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT. a INT. FALS COLONIAL C Detc1:0ih e9..`..'/ BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY MUNTINS ARE APPLI V/ 52.Izs• iyw�.,_�,.� . ��)%].'•. • �•�/ TO THE ENTIRE MULLED SYSTEM. W/ SILICONE AND qR WINDOW RUCK WIDTH AIB�t(f3n(ICPN uct nlroi� =/_ " �: AVAILABLE AS OPTIONAL. 13.) SEE SHEET # 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. EQUAL LITE ELEVATION 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE (LIMITED TO LOADS ON SHEET 4 OF 6) 6 PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. Ga 1/4' TAPCON W/ 1 1/4' 1,LL MIN. EMBEDMENT INTO CONC. WOOD BUCKS ENGINEERED 5 g TO BE REVIEWED BY BLDG. 0 (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) P,T WOOD BUCK NOT BY MUST SUSTAIN IMPOSED I 1/.' MIN. —EDCiED1 I 1 4' MIN. :•1' aEMHEDMENT d: O EXTERIOR GRADE PERIMETER CAULKING I EXTERIOR O C O EXTERIOR GRADE PERIMETER CAUL SILICONE ADHESIVE BEDDING COMPOUND LAMINATED GLASS 24 INTERIOR RAILSNG 18 EXT. GRADE CAULK s A 9 O LY N14 S.H.S. W/ 1 1/4' MIN, EMBEDMENT INTO WOOD. (TYP.) (SEE ELEVATION AT SHEET Y1 END. FOR MAX, FASTENER SPACING) SILICONE ADHESIVE 23 BEDDING COMPOUND (l t 2 INTERIOR A A N a EXT. GRADE/ I O N14 S,M.S. W/ 1 1/4' 1' MIN. EMBEDMENT INTO WOOD. DGE (SEE ELEVATION AT $MEET al FOR MAX. FASTENER SPACING) EXT. GRADE CAULK ENTN Al GLASS .. .PT. WOOD BUCKS n 20 " 1/4- TAPCON W/ 11/4' M - o ty MEN. EMBEDMENT INTO CO M m °(SEE ELEVATION AT SHEE BI FOR MAX. FASTENER SPACE N ¢o rn O N e _ a _ Z 12 Z B l 1/4: MIN. O EMBEDMENT N w = 1 1/B' MIN. B A EDGE DISTANCE EXTERIOR a EXTERIOR GRADE) i —WINDOW FRAME .1 ^ H ' WINDOW INSTALLATION NOTES: 1. THE WIN➢OW FRAME FLANGE TO BE BACK -BEDDED W/ AN GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLAN HN BY WINDOW INSTALLER (TYP.) W 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO [~ BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYR) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR A MASONRY IS LESS THAN 1/B", SHIMS ARE NOT REQUIRED. h j ANCHORS NOTE: H ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., s2 WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR C CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) y E d g MAX. d ,�Tt 1111E t 4 )trra AIM Yp 1R000C'FRRVIS13D �v''1.� a tmuplylur, trllM the Florida . L j,� p /p'. �f• EoEn� .^u1� Ianili3cdePmduct Contra 'SILICONE OPTIOHS'- DOV CORNING 899 SCHHEE-KOREHEAD 5731 TRENCO SPECTRUM 2 R®/ OLA39 DBSCRDMRON DBTAD. IALWATB D83CRR'i'ION ANNEALED GLASS 01 2 0.090' PLASTIC INTERLAYERtq _ ____3� SAFLE%/%CEPSAFE Tf811 1/8' ANNET EO G�LRSS WDiCATB DSBCRIPiISN 2 1 OA90' PLASTIC INTERLAYER LAMINATED GLASS COMPOSITION - TYPE 4 IT®l CIA33 DIMCRIP'f10N DnAD. U1@lATR D&9CR@TION I ANNEALED GLASS PVB 2 0.09 0.090' PLASTIC INTERLAYCR _ 11 'DCITE Dr 'wPONT' 3 1/8' ANNEALED GLASS LAMINATED GLASS COMPOSITION - TYPE 6 R®1 1 GG93 DBSCRD'TIOS Wiq t 1/8' HEAT-STRERGHTENED GLASS2 0090' PLASTIC INTERLAYER 3 I/8' HEAT-STRENGHTENED GLASS t 1 20 23 --_ -- 'SILICONE OPTIONS', DOW CORNING 899 SCHNEE-MOREHEAD 3731 24 TREMCO SPECTRUM 2 0.600' GLAZING DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPE 6 ITB11 OV.SS DHBCRD'TION DYIm LAMAIMATR DESCRD'1'10 1 LID' HEAT-STRENGHTENED GLASS __ ___ _ __= 1 2 0.090' PLASTIC INTERLAYER Q A/a• BUTACITE PVB B• HEAT-STRENGHTENED GLASS -_----- - -__ Hy, 'DUPONi' 4 1/4' INSULATED AIR SPACE All ' - 3 1/60 ANNEALED GLASS 1 aN INSULATED LAMINATED GLASS COMPOSITION TYPE 7 TTBN I DUBS D68CRUMON D-- G1@UT11 DUCRIMON 1 I/8' ANNEALED GLASS 2 0.090' PLASTIC INTERLAYER .� .Va• SAFLEX PVB 3 1/8' ANNEALED GLASS = _ = - By, 'SOLUTIA' 4 I/V INSULATED AIR SPACE ]/g1 _ = 5 1/8' ANNEALED GLASS I(D N10' GLAZING DETAILS AND OPTIONS B14 S.M.S. W/ 1 1/4' MIN, EMBEDMENT INTO WOOD. 26 (SEE ELEVATION AT SHEET kl FOR MAX. FASTENER SPACING) 1/a• MAX.E INTERIOR 6 6 SMUT SPAC_ INTERIOR FINISH -" NOT BY LAWSON INDUSTRIES, I _: •.. ':,so-- ..... ... . .: .. ... •` ____________-_________________ 25 21 GRADE BACK BENDING DE APPLIED BEHIND WINDOW (RAKE FLANGE BY 5INSTAL QX AN, INSTALLER CTYP.) rr'- AHN�� .:EXTERIOR . r-i EXT. GRADE PERIMETER ' �`""CAULKING NOT BY LAWSONINDUSTRIES', TO BE APPLIED BY OTHERS JAMB CTYP3 STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. WOOD FRAME INSTALLATION DETAIL ALUMINUM MULLION — SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN INTERIOR LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAt.I LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. -R 12 X 3/4' S.D.S. SEE MULLION APPROVALS FOR FLAT HEAD, PH[LLIPS. I.IULUON TYPE. SIZE AND CIA%. (SEE ELEVATION AND DESIGN PRESSURE LIAIRATIONS. DP TABLES FOR QUANTITY INTERIOR NOTE: THE LOWER PRESSURES OF SINGLE AND FASTENER SPACING) 1/4' MAX. HUNG WINDOW OR MULL SHALL GOVERN SHIM /� 12 S.D.S. X 1 1/4` L. � ---1 / EE ELEV. FOR SPACING NOTE: 1. ALL STEEL IN CONTACT WITH i I ALUM. TO DE PAINTED OR PLATED. " - 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 18 GA MAIN. THICK - 0.048') EXTERIOR PERIMETER WINDOW FRAME D) ALUMINUM : 6063-TS MAIN. E2 SEALANT EXTERIOR (ALUM. 0.078' MIN. THICK) EXTERIOR GRADE ,,WINDOW PERIMETER CAULKING E--- FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL PRODUCT RBVISED w complymg with Me D.Rdhlg Codo A_,l M11j DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W13H VENTS WINDOW # Jamb Anchors + / _ Pressures (ps/). Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19.125 50.625 6 60.0 80.0 80.0 26.5 50.625 60.0 80.0 80.0 37 50.625 60.0 80.0 80.0 42. 50.625 60.0 80.0 80.0 48 50.625 60.0 80.0 80.0 53.125 50.625 60.0 80.0 80.0 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 • 59 60.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 46 63 60.0 80.0 80.0 53,125 63 60.0 80.0 80.0 19A25 74.25 8 60.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25, 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 19.125 78 8 60.0 80.0 80.0 26.5 78 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 4H VENTS WINDOW # Jamb Anchors + / _ Pressures (pso Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 59 60.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 53.125 74.25 60.0 80-0 80.0 19.125 78 i 8 60.0 80.0 80.0 26.5 78 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 APPROVED CONFIGURATIONS UN-EOUAI. LITE DESIGN LO PSF) - EQUAL LITE WINDOWS WINDOW Jam Ancho IassType 2 Glass Type 3 Glass Type 4 Glass Type 5 Glass Type 6 Glass Type 7 WIDTH HEIG 19.125 26 4 80.0 60.0 80.0 80.0 80.0 26.5 26 80.0 80.0 60.0 80.0 80.0 80.0 37 26 80.0 80.0 60.0 80.0 80.0 MI 42 26 80.0 80.0 60.0 80.0 80.0 80.0 48 26 80.0 80.0 60.0 80.0 80.0 60.0 53.125 26 80.0 80.0 60.0 80.0 80.0 80.0 19.125 38.375 4 80.0 80.0 60.0 80.0 80.0 80.0 28.5 38.375 80.0 80.0 60.0 80.0 80.0 80.0 37 38.375 80.0 80.0 60.0 80.0 80.0 80.0 42 38.375 80.0 80.0 60.0 80.0 80.0 80.0 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 19.125 50.625 6 80.0 80.0 1 60.0 60.0 80.0 80.0 26.5 50.625 80.0 80.0 1 60.0 80.0 80.0 80.0 37 50.625 80.0 80.0 60.0 80.0 80.0 80.0 42 50.625 80.0 80.0 60.0 80.0 80.0 80.0 48 50.625 80.0 80.0 60.0 80.0 80.0 80.0 53.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 19.125 59 6 80.0 80.0 60.0 80.0 80.0 80.0 26.5 59 80.0 80.0 60.0 80.0 80.0 80.0 37 59 . 80.0 80.0 60.0 80.0 80.0 80.0 42 59 80.0 80.0 60.0 80.0 80.0 80.0 48 59 80.0 80.0 - - - 80.0 53.125 59 80.0 80.0 - - - 80.0 19.125 63 6 80.0 80.0 60.0 80.0 80.0 80.0 26.5 63 80.0 80.0 60.0 80.0 80.0 1 80.0 37 63 80.0 80.0 60.0 80.0 80.0 80.0 42 63 80.0 80.0 60.0 80.0 80.0 80.0 48 63 80.0 80.0 - - 80.0 53.125 63 80.0 80.0 - - 80.0 19.125 74.26 80.0 80.0 60.0 80.0 80.0 80.0 26.5 74.25 0 80.0 60.0 80.0 80.0 80.0 37 42 74.25 0 k-80.0 80.0 - - - 80.0 8 . 80.0 - - - 80.0 48 74.25 80.0 80.0 80.0 53.125 1 74.25 74.0 77.0 - - - 80.0 19.125 78 8 80.0 80.0 60.0 80.0 80.0 80.0 26.5 1 78 80.0 80.0 60.0 80.0 80.0 80.0 37 78 80.0 80.0 - - - B0.0 42 78 79.0 79.0 79.0 48 1 78 71.0 71.0 - - - 71.0 APPROVED CONFIGURATIONS - EQUAL LITE Florwa O n o q t7 C] Z m I LO n o n v U Z o Ro o z d 0 00 a W I � O 0 c� r- 7- H a o z&A Z o FRAME HEAD L-7701 O .500 .062 au 2.651 I ( e0e3-T6 ALUMUII ) FRAME SILL L-7702 FIXED MEETING RAIL L-7704 C FRAME JAMB L-770' O VENT INTERLOCK RAIL VENT BOTTOM RAIL VENT JAMB RAIL L-7705 L-7706 ( e0e3-Te ALUu!xw ) L-7707 OO ( e0e3-To ALV101xN ) O ( BOe3-TB ALwINUY ) —1.375--I— 52� 2.000 2.062 .062+ L165 VENT SPRING LATCH GLAZING BEAD GLAZING DEAD GLAZING BEAD L-7539 L-7708 L-7711 L-4204 O6 0 16 17 —.062 ( e083-70 ALUMINUM ) I e093-T6 ALUVWN ) ( 60e3-Te ALUYINU .050 .050 A. 1.013 •391 i�15 r.773-- ( e0e3-Te ALVMINUL ) T O 1 FRAME TOP CORNER a i I I I FRAIAE HEAD FRAME JAMB FRAME SILL W FAME BOOM CORNER CORNER \ \ O • ,; 3 VENT TOP CORNER 9 w VENT JAMB R!L PA urvF Tor RAI' OVENT BOTTOM RAII VENT BOTTOM CORNER FRAME & SASH CORNER DETAILS BILL OF MATERIALS ITEM # PART # REQD. DESCRIPTION REMARKS 1 L-7801 I FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 I FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 i VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 1 VENT BOTTOM (LATCH) --RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM 8 L-7708 AS REQ'D, GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 9 KIt FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS "8 X 3/4' P.H. PHILLIPS 10 fS-040 AS REQD. INSTALLATION SCREWS q14 X 1 1/4' F.H./PHIL. L-7531 AS REQD. BULB VINYL WTS'P 1/4' DIA. BULB 03033 12 PWS-003 AS REQ'D, FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS-005 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.350' 14 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 11/2' 16 L-7711 AS REQ'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REQ'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 18 L-7723 t SASH BALANCE CAM/GUIDE (2 X VENTS 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 1 L-7727 2 BLOCK & TACKLE BALANCE BSI Batance Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 x AS REQ'D. GLAZING SILICONE SEE GLAZING 2 SHT. 3 24 3( 2 Lominnted Glass SEE GLAZING DETAILS 25 HC-057-1 2 1 VENT LIFT LATCH MOLDED NYLON 26 HC-058-I 2 VENT SWEEP LATCH MOLDED NYLON 27 >K 1 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC-026-1 1 SCREEN FRAME & MESH 29 L-7730 1 PRODUCT LABEL 30 x ■ ■ ■ 31 SM-5504 AS REQ'D. JOINT SEALANT SM-5504 32 w - AS REQ'D. PERIMETER ACRYLIC CAULK ❑SI POLYSEAMSEAL ltle Ploms ``\\ttlll if it JlJ7 J dam, #: 4" MI®DADE r _, DEPARTMENT OF•REGULATOaVAND ECONOMIC BOARD AND CODE ADNj)NiSTRATION DIVISION+,.. TANCE NOA Lawson Industries, Inc. � 8501 NW 90 Street Medley, FL 33166 1 � MIAMI-DADE COUNTY 1• v PRODUCT CONTROL SECTION JRC `e11805 SW 26 Street, Room 208 6�-) T (786) 315-2590 F (786) 315-2599 J, www.miamidade.eov/economy SCOPE: T> is being issued under the applicable rules and regulations governing the use of construction materials. The documentation subiRitted 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 erem, an designed to comply with the Florida Building Code, including gh Velocity Hurricane Zone. DESCRIPTI : Series "3200" Outswing Aluminum Case t Window — L.M.L APPROVAL DO awin - 1 led "Series: 3200 Outswing Impact Casement Window", sheets 1 through 07 of 07, date , with revision "C" dated 08/25/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos P.E., bearing the Miami -Dade County Product Control Revision stamp with the Not cceptance number x iration date by the Miami -Dade County Product Control Section. MISSILE IMPACT LABELING: Each unit shall series, and following statement: herein. : Large Missile Impact Resistant 6cturer's name or logo, city, state, Approved", unless otherwise noted RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1217.22 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No. 14-0 0 MIAMMADE COUNTY Expiration Date: March 04, 2019 ��Ijuziqfjqoproval Date: November 27, 2014 S O 1 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA #08-1020.08) 2. Drawing No. L3200-0801, Sheets 1 through 07 of 07, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision "C" dated 08/25/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Air Infiltration Test per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami glass w/PVB laminate by DuPont, Test Report No.'s HETI-08-2099A, HETI-08-2102A9 HETI-08-2097A, HETI-08-2103A and HETI-08-2131A, all dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami glass w/PVB laminate by DuPont, Test Report No.'s HETI-08-2099B, HETI-08-2100, HETI-08-2101,HETI-08-2102B,HETI-08-2097B,HETI-08-2103B,HETI-08-2104, HETI-08-2105, HETI-08-2106, HETI-08-2125, and HETI-08-2131B, all dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA #12-0127.21) 2. Glazing complies with ASTM E1300-04/09. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dat /11/13, ex iring on 12/11/16. Jaime D. Gasc , P.E. Product Control Section Supervisor NOA No. 14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflez Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/I2, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.21) 4. Statement letter of no financial interest, dated 10/01/08, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 08-1020.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-08-2099A, dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-2097A, dated 07/10/08, HETI-08-2103A, dated 07/10/08, HETI-08-2131A, dated 07/10/08, HETI-08-2099B, dated 07/10/08, HETI-08-2100, dated 07/10/08, HETI-08-2101, dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-2102B, dated 07/10/08, HETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 07/10/08, HETI-08-2104, dated 07/10/08, HETI-08-2105, dated 07/10/08, HETI-08-2106, dated 07/10/08, HETI-08-2125, dated 07/10/08, and HETI-08-2131B, dated 07/10/08, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 13-1217.22, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window -L.M.I., approved on 03/06/14 and expiring on 03/04/19. Jaime D. Gascon, P.E. Product Control Section Supervisor NOA No. 14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 E-2 ANCHORS+ (A) 3 AT ME HEAD IC) 3 FRAME SILL ID) 0 AT EA. FRAME JAMB v / C u O J I I n 4 in \ I{ O N Y I in \ L1 D N I yl1;a._ I I� 6' 25' O.C. MAX. E%T. 6 INT. ALSE COLONIAL MUNTINS AR PLIED V/ ) 37' W/ SILICONE A ARE WINDOW FRAME WIDTH AVAILABLE AS OPTAL. "X" ELEVATION (LOOTED TO LOADS ON SHEET 5 OF 7) ANCHOR CLUSTER ANCHORS SEE DETAIL a4 AT (A) 6 AT FRAME HEAD SHEET 7 OF 7 (C) 6AT FRAME SILL (FRAME SILL TYPICAL) (D) 4 AT EA, FRAME JAMB ; (TYPICAL 3B ' A (MAX CORNERS) --7 Al �I in 3058' El /// Dl _ 3601 I W J/ $ V o Broeceket ttn.t mkt-ep0 o 1` a uu m I I \ 1 I D.C. e 11 JL'IG1I_,J—J V VULJTIl1TV General Notes: 1.) THIS WINDOW SYSTEM 19 DESIGNED A OMPLY WTTH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (D.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 5.) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. 8.) SEE SHEET y5 & 8 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) a.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2014 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2328.2 g.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/- 1/2' TOLERANCE. TOTAL OF ANCHORS. REQUIRED AT SDI TO BE THE SAME AS FRAME HEAD. 11.) SEE SHEET d 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL, 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE "XO" ELEVATION- (OX reversed) (LIMITED TO LOADS ON SHEET 6 OF 7) fixed Bracket of 8' from and. (Typ. of all Fixed Lite Comers) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND TRS.ILUCK OR MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS NOT ANCHORS TO BE $12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PROMS1 TN01;Mt. A. R#Ooed to Comp w/ 2010 A Renewal and Rmia(en to eh- 552P5 C. ReKxed to Com 2014 .*ir � • , .T1_ OF= Dawn DWI N. ERAZO X. Mum "XX" ELEVATION �-- NARE APPLIED SECOLONIAL MUNTINS (LOlI7ED TO LOADS ON SHEET 8 OF 7) W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. / PRODUCTREVLSED _ st complying tNtk lhA: FloriJu HcDdiag Codc ©OS rJO FY.DylleDc. NO /� e.- °19 L A1Ja�➢eik ON LA LA I I S ® 1 ��\7 MEDLEY, FLORIDA 33166 N C . PH No. (305) 696-8660 NANU"CrIl"A OF QUAAITr ILWOMAr rDIDO/S AND CLASS DOORS m Cwe 1P C l a rt s-4wwI & '— A-/— I: trv1.1m. /: Series: 3200 Outswing Impact Casement Window GENERAL NOTES & APPROVED ELEVATIONS (X. XX, XO or OX) rM,.r tN'w.°' Mw„4r" t,wwW Nu,ne..e SA..t L3200-0801 1 OF'? ricurun2e0-aeNOA-o1 OOF [ 5/32' ALL P.T. WOOD BUCKS 1/4' TAPCONS W/ ENGINEERED SEPARATELY 1 1/4' MIN, CONC. D[sinGE & T❑ BE REVIEWED EMBEDMENT BLDG. OFFICIAL (TYP. ,•,• '• 47 1 t /4 (MIN. ELtBED. STUCCO v o ETAL LATH ; ° ° (BY OTHERS) v' & TUCCO;;-:, (B OTHERS) 1/4' M SHIM SPA PERIM. CAULKING " OTHERS (TYPJ CT1 17 EXTERI GRADE- PERIMET CAULK 15 BY OTHE (TYPJ INTERIOR — GLASS O24 27 L 17 17 15 10 1/4' MAX' EXT, GRADE EXT. GRADE _ __ _—__--. r SHIM PERIM, CAUI PERIM. CAULKING (TYP.) (TYP.) [; a 22 23 .26 STUCCO j.`i:�'.', 24° (BY OTHERS)` .: _ a: aA (MINI BED.)tt:+ A A 44 METAL LATH, STUCCO •cam: 2 3/4' EDGE DISTANCE AND EXTERIOR GRADE SHEATHING (BY OTHERS) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8% SHILLS ARE NOT REQUIRED. n.00IL CT RBVISBQ :.s a-.r4yjnss wIth ft Florida ANCHORS NOTE: 'ftw74i0SCode �• ANCHORS TO BE 412 SMS OR WD, SCREWS INTO WOOD, OR larncn No 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., �'On �Ge WITH A MINIMUM OF 1 1/4' PENETRATION INT❑ 'WOOD DR ='v CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 15/32' 0 14 S,M,S. or WD. SCREW W/ ° EDGE ISTANCE 1 1/4' MIN. WOOD EMBED 6 •, t 5/32' ° �° :I J,; •:: ,.1,.,•. �D6TANCE v ° ALL WOOD BUCKS / .'p:• ° ° ENGINEERED SEPARATELY STUCCO �' f & TO BE REVIEWED (BY OTHERS) 1,t 43 BLDG. OFFICIAL (TYPJ 43 47 47 50 t 4 94REO. rSx. 50 (MIN' EMBED. 2X WOOD BUCK :Mw. ANCHORED TO CONC. TO BE P.T. (TYPJ 2X WOOD 15 17 17 BUCK (TYP.) 1/4• Max. ALL WOOD FRAMING SHIM SPACE ENGINEERED SEPARATELY , & TO BE REVIEWED ) rI 1 BLDG. OFFICIAL (TYPJ A`Z Lam^ 1 1 EXTERIOR I;I1';j INTERIOR EXTERIOR INTERIOR i 1/4' MAX. �SHIM SPACE I 2X WOOD' ----`t5o BUCK (TYP,) 1/4' (MIN. EMBED.) EXT. GRADE 50 PERIM, CAULKING CTYPJ 44 IX or 2X P.T. WD. BUCK e 3/4' EDGE DISTANCE i AZto r 2010 ITC 8501 N.W. 90 ST. LA WS ON MEDLEY. FLORIDA 66 i moral and Rerislan to sheet S h 8 of 7 IN ST IES INC. PH No. (303) 898-8-6680 L(ANOlACrE=A Or 4DALH'Y ALWQNOY /TNDDYS AND "ASS DOOM Area to C r 2014 FBC a.w, cr... P..t Lr.r t+ra c.Ne..p. e..v./rw.r ra.e ••!•'•e•• k AwNI•° is ASSUOIKY N1Ft00W 321X1 1CNDA 00-01 7toe 3200 Outswing Impact Casement Window N. ERAZO o,j Series: VERTICAL CROSS -SECTIONS, DETAIIS k NOTES k "" •""" N. ERA7.0 09/28/ta t...e C r..m n.ax D.J..«.• AMn n.«ry """'^' n,ne 2 OF 7 cwst3,lMEtm2ao-oaNOA-ot L3200-0801 f • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8'. SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE N12 SMS OR WD. SCREWS INTO WOOD, OR 1/4, TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INT❑ WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) I STUCCO (BY OTHERS) 6 TO BE REVIEWED SY SLDU. Ut F I(.IAL U TV.) —P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 1/4' MAX. SHIN SPACE PERIMETER CAULKING :..v:. ;..:... 3 1 g 18 ® 21 EXTERIOR A. R.A"d W C—piy R. Rm.ral and R.W.W: 55225 C. R.,i.ad 1. C— Ply �� Ule (et ARuw AW N. ERAZO w N. ERAZO 11 INTERIOR D1 b ,5 PRODUCT RB ViSFD ALL WOOD BUCKS y -171 im; wILI, b.1"Iori 18 ENGINEERED SEPARATELY El'.n5i ingCo:k 4`��8. n� & i0 BE REVIEWED LC/BLDG. OFFICIAL (TYPJ /77a��t��e Y/Tmdua Cmwl L S ON Y DLEY, FLORIDAT � / I 33t66 PH No. (305) 696-8660 M"IMPACTUMN 6I• QUAL177 Ab MMM ►&"" AND BUSS MORS R uvv.&L. nwa C." -01 Series: 3200 Outswing Impact Casement Window HORIZONTAL CROSS —SECTIONS, DETAILS & NOTES '°—""''"'CA-0MOA-01 ° " "' "`" " L3200-0801 """ 3 of 1 EXT. TO E WINI INST FACI BY I FRAME PERIMETER CAULK DETAIL CONCRETE OR P.T. WOOD WOOD FRAME INSTALLATION DETAIL PRODUCT RE11LSED SEE MULLION APPROVALS FOR ycamplYLngviOA118e �p(onds MULLION TYPE, SIZE AND MAX. 31011ID3 cC'ea1`1co DESIGN PRESSURE LIMITATIONS.ti?G;P OR 1/4' MAX. THp 1J.'W �< SHIM PUIF 12 12 S.M.S. X 1 1/4" L. i 55225 r. SEE ELEV. FOR SPACING 1 1/4 Q •.` (MIN. EMBED.) O 1 5/32• PERIMETER WINDOW FRAME O , EDGE SEALANT DISTANCE 1 `" ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL DATE__ 6 LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ,. No. PART NO, QUANTITY DESCRIPTION REMARKS 3001 UI-118 1 FRAME HEAD 6063-T6 ALUMINUM 3002 L11-115 i FRAME SILL 6063-T6 ALUMINUM 3002 UI-115 2 FRAME JAMB -HINGE SIDE 6063-T6 ALUMINUM 3002 LII-115 2 FRAME JAMB -LATCH SIDE 6063-T6 ALUMINUM 3004 UI-119 2 VENT TOP RAIL 6063-T6 ALUMINUM 3004 UI-119 2 VENT BOTTOM RAIL 6063-T6 ALUMINUM 3004 171-119 2 VENT SIDE RAIL -HINGE SIDE 6063-T6 ALUMINUM 3004 1_11-119 2 VENT SIDE RAIL -LATCH SIDE 6063-T6 ALUMINUM 3003 51-116 AS REQ'D. IN -POST 6063-T6 ALUMINUM 3006 UI-Ill 1 X ANCHOR FRAME SILL ANCHOR CLIP 6063-T6 ALUMINUM (3" L.) 3005 LII-113 AS REQ'D. FIXED LITE MOUNTING BRACKET 6063-T6 ALUMINUM (3" L.) •3010 Lit-7708 AS READ. GLAZING BEAD - 5/16' 6063-T5 ALUMINUM -7531 L-7531 AS READ. GLAZING BEAD BULB VINYL PVC VINYL SM-5731 AS READ. GLAZING SEALANT - SILICONE -3012 7-1 00 AS REDD, WEATHERSTRIPPING - FRAME/VENT PVC VINYL -3011 UI-133 AS REQ'D. GLAZING BEAD 11/16" LAM./INSUL. 6063-T5 ALUMINUM -3013 12 CORNER KEY PER FRAME -3013 8 CORNER KEY PER VENT 1. -3013 4 X POST CORNER KEY PER IN -POST 8 FRAME ASSEMBLY SCREWS 1#10 X 1" PH SMS 8 VENT ASSEMBLY SCREWS 1#10 X 1 1/4" PH SMS 2 X VENT 4 BAR 90' HINGES - STD. h H.D. e 2 X VENT 4 BAR 45' HINGES - STD. & H.O. AS READ. HINGE MOUNTING SCREWS #10 X 1/2- P.H./PHIL.EBI1 X VENT VENT OPERATOR - DUAL or SINGLE e4/ OPER. OPERATOR MOUNTING SCREWS #10 X 3/4" F.H./PHIL. 1/ OPER. STAINLESS STEEL "C" TRACK 2/ TRACK TRACK MOUNTING SCREWS #8 X 1/2" F.N./PHIL. SOS 1/ OPERATOR STUD BRACKET CONNECTOR 2/ BRACKET STUD BRACKET SCREWS #8 X 1/2" F.H./PHIL. SOS 1/ VENT LOCKING HANDLE 2/ LOCK LOCK HANDLE MOUNTING SCREWS #10-32 X 3/8" PH MS 1/ VENT LOCKING MULTI -POINT BAR 1 X LOCK POINT TIE BAR NYLON GUIDES 2 X GUIDE NYLON GUIDES MOUNTING SCREWS #8 X 1" PH./PHIL. B 1/ LOCK I KEEPER (ST. STEEL) 2/ KEEPER KEEPER MOUNTING SCREWS -3014 4 1 SNUBBER 6063-T5 ALUMINUM 3g 2 SNUBBER ISNUBBER INSTALLATION SCREWS #8 X 1 2" PH SMS ewM•M, Redwd 10 Ce r 2010 FBC B501 N.W. 90 ST MEDLEY, FLORIDA 33166 LA WS ON. S INC. PH No. (305) 695-866D AfANV ACMjwA or QUALIrr ALUAUNUAf F&DOIS AND BASS DOORS s.r.. n.�: r.n cm •..e cewaw s..w/uw/ w,. O'A- R r WINDOW 1 3 LCNDA DO-Ol Renewol and Ra"w to sheet 5 A: 6 of 7 R-4,d 1, C— r 2014 FOG N. ERA20 e.1. D /927/oe Series: 3200 Outswing Impact Casement Window BILL. OF MATER[AIS LIST AND DETAILS N. 6RAZ0 06/Z6/14 lew L L• c 9aW: peluat s�j • 1rumMrt e.eenr M ' BM.e rJ5E1ENT320o-o6Na—o1 L3200-0801 4 01 7 5 18 LAMINATED GLASS COMPOSITION - TYPE A ITEy DESCRIPTION 1 1/8' ANNEALED GLASS 2 0A90' PVB INTERLAYER Butaclte PVB by DUPONT aflex PVB by Eastman CheMcal Co. oDKTAIL 5 18 LAMINATED GLASS COMPOSITION -TYPE B 14 ITEM DESCRIPTION DETAEL 9/16 1 0.09 MEAT-INTENGIITERED GLASS GLA ING ITE 2 0.090' PVB INTERLAYER or � 5/1 e" Laminated Soflex PVB by East- Chenlcal Co. I Taro 3 1/0' HEAT-STRENGHTENED GLASS 46 6 16 LAMINATED GLASS -COMPOSITION - TYPE C 13 ITEM DESCRIPTION Drum 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090• INTERLAYER _ Semtny6tass Interlay., by DuPont i - -- ------'-' a3ra 3 1/8' NEAT-STRENGHTENE➢ GLASS 14 9/16 7 18 LAMINATED GLASS COMPOSITION - TYPE D GLA ING ITE ITEMDESCRIPTION DETAIL 7/16" Laminated 1 3/16' ANNEALED GLASS I - - - - - - 4\,8 2 OA90' PVB INTERLAYER .u7 -_--- IF Soflex PVB by Eastman CheMcni Cm I at6a• 3 3/16' ANNEALED GLASS 1 t 18 LAMINATED GLASS COMPOSITION TYPE E ITEM DaSCRIPTION1 I/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER - --_-- := Soflex PVB by Eostmon Ch-l-k Co. O .v�• 3 1/8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE uB• :_.-. __-_:= GLAZING BITE 5 1/8' ANNEALED GLASS I s�rr Il/18" laminated/Lnsulated LAMINATED GLASS TYPES GLAZING OPTION DETAILS 320o Imp gpl;kseme" Confi umbon: " X" Size MIOM Code (1T1) R GlasaType "A" 59.0 1 59.0 W 2630 30 36 3 1 3 59.0 1 59.0 2640 30 48 3 4 59.0 59.0 N 2650 30 60 3 5 59.0 59.0 2880 30 72 3 5 59.0 59.0 2820 32 24 3 2 59.0 59.0 Q 2830 32 36 3 3 59.0 59.0 n 2840 32 48 3 4 59.0 59.0 a� 2850 32 60 3 5 59.0 59.0 2860 32 1 72 3 5 59.0 1 59.0 3020 36 24 3 2 59.0 1 59.0 30M 36 36 3 3 0 59.0 3040 36 48 3 4 5959..0 59.0 3050 36 60 1 3 5 1 59.0 59.0 3080 38 1 72 1 3 1 5 1 59.0 1 59.0 VoROVI 3510 EN A. RvAmd to Com w S. Renewal and RaNeiom �tp 225 C. Rsewd to C-Py N. ERAZO ` J= A1M.iw lawn Flange Frame Wndow Glazed vvM Ss Type "B"1 Gla= Type "C' I Glas@ Type "D" I Glass Type "E' kS. Gass • PVBj StIS" KS. Gass SG° 7/16" Annealed Glass 11N8" Armaled GI 70.0 70.0 1 73.0 70.0 82.0 1 70.0 82.0 1 70.0 73.0 1 70.0 73.0 70.0 82.0 1 70.0 82.0 70.0 73.0 1 70.0 73.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 70.0 1 82.0 70.0 82.0 70.0 73.0 70.0 73.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 70.0 82.0 70.0 82.0 70.0 1 73.0 70.0 73.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 70.0 82.0 PRODUCTRE• VISED ce aacplyIDB W.64 the Florida rui?ding Code O No /20 t l�iumd L`8;:. L;sduci Co 8501 N.W. 90 ST. LA W . - ®N MEDLEY. FLORIDA 33166 ND NC. PH No. (305) 6H6-a660 AUNTDUCTVDfa OP 4IZAUT7 ALUJIUNUM 1PINDOB'S AND CUSS DOORS of 7 Dra" new• N Parr -ASS - L1Wee+fK a-=- ltww AU • is AwMan /: BLY WINODII OD OB-01 0 /z7/os Series: 3200 Outswing Impact Casement Window GLASS h DP CHARTS AND GLAZING DETAILS FOR "X" UNITS DejzD/u Hweusl Ar/rwwl MuM 2 N+,MM N"wJm CASEMENT3400-OeN0A-01 '- 1.3200-OBDl 6OP 7 LAMINATED GLASS COMPOSITION - TYPE A ITEM DLSCRUMON 111 DETAIL /e' ANNEALED GLASS.090' I1R PVB NTERIAYERutacRe PVB by OIIPWT orAflex PVH by Easimn EMM<At Co.1/8' ANNEALED GLAS$ 5 la LAMINATED GIA39 COMPOSITION - TYPE B TEM DESCRIPTION DETAIL 1 1/9' HEAT-STRENGHTENED GLASS 2 0,090' PVB INTERLAYER Soflex PVB by M Eestmn CheCot CO- I aka• J 3 1/8' NEAT-STRENGHTENED GLASS 5 l6 LAMINATED GLASS COMPOSITION -TYPE C 111/8' DESCREMON DETAIL HEAT-STRENGHTENE➢ GLASS0' INTERLAYERtryGloss Interi.yer by ➢,Pont ' HEAT-STRENGHTENED GLASS 7 16 LAMINATED GLASS COMPOSITION - TYPE ITEM DESCRIPTION DETAIL 1 3/I6' ANNEALED GLASS e+• 2 0.090' PVH INTERLAYER Softex PVB by Eostmn CHenloot Ca aaAo 3 3/16' ANNEALED GLASS 11 18 LAMINATED GLASS COMPOSITION TYPE E W ESCRIPTION DETAILEALED GLASS -�B INTERLAYER a _ s:_c-rVH by EAstmn Ch Ncol Co. -� .III•EALED GLASS - - - LATED AIR SPACE I - EALED GLASS a3W LAMINATED GLASS TYPES 12 *INIBITE 5/18" laminated 48 *INGITE 7/16' Laminated F1 FmnieWnd0wdazedwith 32001mpactCas6rrlentWindow pa9sType "A' Glass Type "Er' Glass Type "C' Glass Type'TJ' GlassType'E' Confl Ll ration XX","XO or"CDC' GM6•Annealed Glass Bn6"HS.claas-PV13 sn6^HS.Caass.4W 7ns"ArnleaWGlass Iin6"Annealed Glass Size "Ed Height Anchors DP(+) .._ _ ON-) _ . Code - pn) n) Flead (Sill Jamb Pof Pal Pef Pd Pet PSF Pe P¢ P5f 22 37 26 4 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 N LU 23 37 38.375 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 N 24 37 50.625 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 N 25 37 Gi 4 4 70.0 70.0 70.0 7aa 70.0 820 70.0 73.0 70.0 73.0 32 53.125 26 4 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 Q 33 53.125 38.375 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 34 53.125 50.625 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 73.0 35 5312544-74 70.0 70.0 70.0 73.0 70.0 82-0 70.0 730 70.0 O 0P2 74 6 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 74 6 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 13U 74 6 4 70.0 70.0 70.0 73.0 70.0 -TO0 820 70.0 73.0 70.0 73.0 D25 74 6 4 M. 70.0 70.0 73.0 820 70.0 73.0 70.0 73.0 30M 36 24 4 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 �{0 36 35 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 3l)70 35 48 a 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 3050 36 60 q 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 48 Y4 q 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 W4020 LU 4030 48 36 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 (n 4040 48 48 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 oa` 4050 so a a 70.0 7D.o 7D.o 73.0 7o.a s2o 70.0 73.0 70.0 73.0 �48 24 5 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 5030 36 5 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 5090 60 48 5 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 Ci73.0 g 5050 60 60 s 4 70.0 70.0 70.0 7a0 70.0 820 70.0 73.0 70.0 80 72 24 6 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6ai0 72 36 6 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6040 72 48 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 1a050 72 60 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 9/116T GLA ING BITE 11/16" laminated/Insulated GLAZING OPTION DETAILS PRODUCT REVISED i, wink t1s to=dO f'1�r A^ 730ildir:�CwH Vf.f.L� : iJO O ,• 9 x ."ju -0746 A. 'aad to Co w 2010 FBC 8501 N.W. 90 ST. LA W►SI ON MEDLEY, FLORIDA 3318E • �'" `- 'e'I :• B. Ranswol Ane ReKslon to sNaat 3 a e of 7 PH No. (305) E98-8680 W 5225 " YANUPACTURBR OP 9UAUTT AUW M/Af NTNDOnND S ACLASS DOORS C. R.A..d to C- 2014 FBC n.ae car: Ir't CtA.s• PxsA patw:e aanaA/r"sal NCN A 08-0 OA ASSEIA Y S2I70 L N 0a-Oi ° AV N. aRAzo °ah o'�jzi/De Series: 3200 Outswing Impact Casement Window T F ; � e _ • 7' ' GLASS dt DP CHARTS AND GLAZING DETAILS FOR 'n-OX-XO" UNITS t^"ai°'t" N. ERA20 "a s"""` 08/25/14 (` •pJ t."AHan N.N: C taw: »+eu.e lalr+•.r wwwwr. A..wv Abw,e.r. swr CASEYFNTJ200-0BNOA-01 L3200-DRDl 8 OP 7 "`t' `O ••'`Y•' ^3A�'!.:t�. -.. FRAME HEAD UM 2.250 IIIIlI062 L239 1.21 11 Soo 2 3 4 T FRAME SILL /JAMB L-3002 093 6063-T6 ALUMINUM 2.250 I OFRAME IN -POST RAIL L-3003 8063-T6 ALUMINUM 1.435— .062 112 0.062 I J .062 4" 4•, 2(SSEI % 1fi P.H.�H'"L. SM! 1R CLUSTER TYPICAL) SCREWS VENT RAIL x t t/a� I SMS I VENT JAMB sv\ VENT RAIL 5 6 7 8 VENT RAIL L-3004 INPOST ANCHOR DETAIL rNAMr UURIVGR u VtNI "IL wRlvcR u�Ins FRAME IMPOST SEE MULLION APPROVALS FOR i2 6063-T6 ALUMINUM MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW OR MULL SHALL GOVERN 1/4• MAX. SHIN 12 S.M.S. X 1 1/1" L. SEE ELEV. FOR SPACING FRAME SILL � 9 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. --------- -- 2. METAL STRUCTURES: --- -- FRAME SHEAR PLATE (STEEL OR ALUM. 1/8 MIN. THICK) 10.377 79 0.J40 A STEEL : F = 36 KSI MIN. 47 ) Y ASSEMBLY SCREWS L-3007 I 0.t20 B) ALUMINUM 6063-T5 MIN. 4 i10 x I 1/4' 6063-T5 ALUMINUM 1.215--1 P.M./PMfL SMS ST 1 1.231 PERIMETER L3B WINDOW FRAME FRAME IMPODETAIL ALUMINUM SNUBBER SEALANT 38 L-3014 FRAME & SASH CORNER ASSEMBLY DETAILS 6063-TS ALUMINUM *4ETAL STRUCTURE ATTACHMENT DETAIL FRAME SILL ANCHOR CLIP •094 11 ' 10 FRODUCT REVISED L-3006 FIXED LITE MOUNTING BRACKET ascomdyin8�'ilNi1iar7onJn �V. ^O 3Mitdin9 Cade, G i 6063-T6 ALUMINUM .970 L-3005 A`a`,P"N 0.094 6063-T6 ALUMINUM F/jWrao'Q'y°N I 0.188 �17' hDsc� 'r.::e: .478 ��i�', f:C •':a: i O GLAZING BEAD 1 g GLAZING HEAD 48 GLAZING BEAD e A Rm,ited to Cam . zola FBcLA WS ON 8601 H.W. 90 sT. § 12 6/18' Lnminated 7/18' Laminated N 225 B. Renewa and Rmhlon to sheet 5 k 6 of 7 ]v MEDLEY, FLORIDA —866 11/16* Insulated/laminated PH No. (305) 696-8680 [ L-3010 or L-7708 L_3011 or LD-133 L-3009 or Lli-159 it } C. Revltrod to Com w 2014 FBC YIM?A47'VRR1F OF aDtLlfr ILTIA/A•DY IlNDB/S IIrD CLASS DOORS 6063-T5 ALUMINUM 6063-T5 ALUMINUM 6083-T5 ALUMINUM _ h s,.,. ar.w r..f a...: As.a nw°^' s..wirw! '°•'� R.Amm•• A+ RwNlew e. S - ASSEMBLY WN 3200 CNOA OB-Ot 0.9,s O.Bot < ` N. ERAZo m oe Series: 3200 Outswing Impact Casement Window 06ot R1 ,•• , ie A—W RwR EXTRUSION CROSS -SECTIONS, & ASSEMBLY DETAES 0 0.266 .i N. ERAZOD.D50 q.6BB D.ttS �.s.`Dt*-0,050' DATE-__ e91ip•4 • c c�MENn2oo aeNw-o1 L32o0-oeDl �l MIAMI•DADE t DEPARTMENT OF REGULAT NOTICE OF ACC Lawson Industries, Inc. 8501 NW 901 Street Medley, FL 33166 MIAMI—DADE COUNTY, FLORIDA ��RbDUCT CONTROL SECTION jRY�ANp�ECONOMIC RESOURGf%(RR) �S'11805 SW 26 Street, Room 208 iION DIVISION ��` �, ' (786) 315 2590 F (786) 315-2599 !ETA NOA ) wmvw.miamldnde.gov/economv t SCOPE: Vand/or This NOA is beingissued t er thel s and regulations governing the use of construction atton submittr viewed and accepted by Miami —Dade County RER— Product Control Section to be used inCounty and other areas where allowed by the Authority Having Jurisdiction (AHJ).This NOA shall not be valid aftedate stated below. The Miami —Dade County Product Control Section (In Mia ' a e Coue 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 des tn, an has been eslgne ly with the Florida Building Code, including the Hi ocity Hurricane Zone. DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door — L.M.I. APPROVAL DOCU 200-1-201, tit luminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by in /25/12, with the latest revision "B", dated 04/15/15, si a e by Thomas , bearing the Miami —Dade County Product Control Section sion stamp with the Notice of Acceptance nut and Expiration date by the Miami —Dade Cou roduct Control Section. MISSILE IMPr�CT RATING: Large and Small Missile Impact Resistant LABELING: Each 't shall bear a permanent label with the manufacturer's na or logo, city, state, series, and following statement: nless otherwise noted herein. RENEWAL of this NOA shall be cons aft�newal 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 autoinatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-1204.12 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 14- 090M �, Expiration Date: February I3, 2018 Approval Date: May 07, 2015 Page I Lawson Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision `B", dated 04/15/15, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11 3292, dated 10/20/11, HETI-11 3274, dated 10/20/11, HETI-11 3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12 1204.12) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11 3314, dated 10/20/11, HETI41 3330, dated 01/16/12, HETI-12-4052, dated 07/10/12, HETI-12-4054 and HETI-12-4065, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No.12-1204.12) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12 1204.12) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3291, dated 07/15/11 and HETI-11 3292, dated 10/20/11, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5.. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No.12-1204.12) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis, Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTI,3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-112 6.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacture, dated 04/28/15, signed and sealed by Thomas J. Soto, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 144916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 144916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14- 0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. 5. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 6. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200-75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5"' Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letters of no financial interest, independence, conformance and complying with FBC 2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto, P. E. (Submitted under previous NOA No. 12 1204.12) 3. Laboratory compliance letters for Test Reports No.'s HETI 11-3269, dated 05/16/11, HETI--11-3270, dated 05/16/11, HETI-11 3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HE, TI-11-3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11-3291, dated 07/15/11, HETI-11-3292, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3313, dated 10/20/11, HE, TI-11-3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No.12-1204.12) Jaime D. Gascon, . E. Product Control Section Supervisor NOA No.14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-3 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTMED) 4. Laboratory addendum letter for Test Reports No.'s HETI-11 3269, HETI-11-3270, HETI-11-3271, HETI-11-3272,HETI-11-3274, HETI-11 3275, HETI-11-3291, HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11 3314, HETI-11 3329, HETI-11-3330, HETI-12-4040, HETI--12-4041, HETI-12--4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12 1204.12) 5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D.-Gascon, P. E. 6. (Submitted under previous NOA No.12-1204.12) 7. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No.11-0518.03) 8. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA No. 02 1126.04) 9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02 1126.04) 10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FT1-34261 dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02 1126.04) G. OTHERS 1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series "SGD 9200 Aluminum Sliding Glass Door - L.M.I.11, approved on 01/31/13 and expiring on 02/13/18. 9� , I Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-4 SEE MVLll=ft VVVIN r_L 6ECOW SEE BELOW NOTE /5. %NOTE /5.� U ,/�� %/ U I 1 ° �/i r' -0 0-7 -0 it P i iI j a. 1; a• �' 11 tr• Xr LP or RP -IX r 2D/2T - XX-LP or RP-X 1 D/2T - RP 2D/2T RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) SEE o- tr• /5 XX or ' i LP—XX—RP 2D RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW NOTE /5. 2D/ 2T — LP/RP 1 Vol F VZ5 SEE BELOW NOTE /5. Y li.0. //i% % O 54 p I%a• %.J `,y a• •-0 a• `Q L I QII 1 rc r 30/3T i - XXX or SEE BELOW NOTE;/5.7 Il•a° / 1 d a- o-• o-• a• c I 4D/3T - XXXX or 4D/2T LP-XXXX or RP-XXXX or LP-XXXX-RP 40/3T 4D/2T 4D/2T - LP/RP 4D/3T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) LP- XX or RP-XXX NOTES• 1) REFER TO SHEETS 8 14 FOR GLAZING OPTIONS AND DP CHARTS. 4D 2T 2) REFER TO SHEETS 9, 10 & II OF 14 LEFT POCKET SHOWN 3D/3T FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE) 3) REFER'TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK CONFIGURATIONS ARE REVERSIBLE. 5) FOR � POCKET BLS SEE GENERAL 3D/3T - LP RIGHT POCKET SHDWN ' (LEFT POCKET OPPOSITE) UP cl o- k7, T — XO 2D/�_-- 2 DOOR NOTES• 1) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. a• SERIES: SGD-9200 IMPACT SLIDING GLASS DOOR General Notes; 1.) THIS DOOR SYSTEM 13 DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE 5th EDITION (2014) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED. LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATED ON SHEETS 2, 5, & 8 of 14. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO HE REVIEWED BY BUILDING OFFICIAL. 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED CLASS TYPES TABULATED HEREIN (SEE SHEETS / 2, 5, & 6). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 6, 7, 0, 10. & 11 OF 14. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED W/ SILICONE. 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC 6th EDITION (2014) CHAPTER 24. 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LA-RH) POCKETS. 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS / 3, 4, S. 7, 8, 10, & I1 OF 14. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER TO SHEET 11 OF L4 FOR ADDITIONAL DETAILS. 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO HE REVIEWED BY THE ENGINEER OF RECORD (EOR). LAMINATEGLASS °Sf�� LARGE MISSILE IMPACT' 'n �i DOORS GLAZED WITH LAMINATED GLASS RATED FOR 4- •c. LARGE MISSILE IMPACT AND REQUIRE. NO SHUTTERS. 3 & 4 DOOR NOTES 1) REFER TO SHEETS 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. REVISED CQ le gUeOTI -1RF DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT Fr./IN. Fr./IN. EXT. (+) INT. (-) EXr. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 6/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 8/0 (WITH STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 8/0 (WITH STEEL) 8/0 56.7 65.0 56.7 [65=x X X X DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE 'A GLASS TYPE V GLASS TYPE 'C' GLASS TYPE WIDTH HEIGHT FT./IN. FT./IN. EXT. (+) INT. (-) EXT.. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 6/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 8/0 (WITH STEEL) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 8/0 (WITH STEEL) 8/0 65.0 65.0 65.0 65.0 X X X X 98 3/8" MAX. DOOR WIDTH 13 1 /4" MAX. CLUSTER Or 4 ANCHORS SPACING LIMITATION- TYP. S11LE ENDS Anchor not to exceed HEAD/SILL 6" MAX, 01T 10 1/2" O.C. at Door! smaller than 60" In wi th. A / 6' HEAD/ ( \ CORN \ 7/16" LAM. GLASS I I C t7 C2 . 3 v0 I o a 01 co rn STEEL REINFORCING AS REDD. SEE CHART AT LEFT x o NOTES: 1) REFER TO SHEETS 3 & 4 OF 14 44 3 4" MAX. FOR TYPICAL CROSS-SECTION DETAILS. / 2 REFER TO SHEETS 3 OF 14 -0 4- ) FOR TYPICAL ANCHORS AND NOTES. 50" MAX. 50" MAX MAX. D.L.O.: LAMINATED GLASS PANEL WIDTH PANEL WIDTH 6/0 X 0/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR -TWO TRACK XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" "XO" TYPICAL ELEVATION APPROVED CONFIGURATIONS 8/0 X 8/0 - 44-3/4" X 90-3/4 DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. BULB NNYL 17 111"6' BULB VINYL 17 BULB VINYL 17 /16' HEAT STREWO CLASS STREN'D GLASS 3/16' HEAT STREN'0 GLASS 3/10' HEAT STREN'D GLASS 090 INTERLAYER INTERIAYER .090 SAFLEX HP .090 PVB SAFLEX DuPont SenlryCloss by: Butocite by: Clear or Color Gloss Interloysr Clear or Color Gloss Interlayer w E.I. DuPont DeNemoun k Co., Ina. wnt DeNsmours &Co., Inc. tat by: SoluOa, Inc. by: Solullo, Inc. m J/16' HEAT SIREN'D CLASS 008" HEAT STREN'O GLASS m 3/16' HEAT STREN'D GLASS m J/18' HEAT STREWD GLASS to SILICONE Z 2 z fILICONE N SILICONE N SILICONE SCHNEE-MOREHEAD 5731CHNEE-MOREHEAD 5731 SCHNEE-MOREHEAD 5731 SCHNEE-MOREHEAD 5731 aD DOW CORNING 899 00OW CORNING 899 aO DOW CORNING 899 p0DOW CORNING 899 TREMCO SPECTRUM 2REMCO SPECTRUM 2 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 ,171 M � I J iml 11 GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLA39 TYPE 'D' GLAZING DETAILS 2 o < � � r m M t Inm h arc.. moo E i d tj a z t o r �I q -VI it ail JJs1�1111•1Ill a j,' L4 V CJ N N TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS 1" Min. SEE ELEV. FOR SPACING • 18Y-Edge Dist. X A WOOD BUCK Q (MIN. JEMeED.) 9/'16"• 2 MIN. 4 3 L MIN. TYP. ,IN. EMBED. J/�' ; a < Min. A Edge Dist. T) I. 4 I I: c EE TES FOR SPACING) f0 I t t//4 I (MIN. F]1BED.) — I II I. If I II 7/16'tANIMATED GLASS NOTES: 1) REFER TO SHEET 2 OF 14 _ FOR GLAZING OPTIONS AND DP CHARTS. In ! I I 2) REFER TO SHEET 4 OF 14 _ O FOR HORIZONTAL CROSS-SECTION DETAILS. ! I' I I 3) REFER TO SHEET 2 OF 14 w FOR MAX. ANCHOR SPACINGS. 1: J G) LU a I I I I t I gag I I' w I L3 rn o I I w LAN jw ! w I or 1/8" N 'M' I I SILL RISER ! 3 ADNERED TO SILL �W N 10 WITH SILICONE IA I I I FULL LENGTH OF UNIT N ® 21 19 14 �N p 4tn2 M N A IV N :f... ' • • • • 0 4 • PRODUC'FR 2. MNMI of complyLDB. •1/4' MIN. EMBLO.) ..'39 P TAPCON or APPROVED EGUAL BY FOR DuOdlaS Oak - • 4/ 13/4' MIN ENDED. INTD 32 Ksi Conc. R 6'Acocpw=N FROM CORNERS b SEE ELEVATION AT SHEET D Non -Shrink, Non -Metallic' 2 OF 14 FOR MAX. SPACING. Grout. of Minimum 5 Kei TYPICALANCHORS IN PAIRS SEE ELEV. FOR SPACING AU ddal TYPICAL ANCHORS IN PAIRS 5TNUCTURE SEE ELEV. FOR SPACING 1 e 1 = in l W1s1 11icM .� \ N O � 1 anon r IibTAt. 0'I'R fGP1,RR ATTA n„ 1' N a 2 .Fi1/EtIT NOTE t O r 3 4" Min. 1 ALUMS TO BEEL IN PAIINTTED ORRPPIATED. °p 21 o. 1 Ede Dist 2. METAL STRUCTURES: ICAL ANCHORS IN PAIRS g A)) STEEL Fy J6 K51 MIN. ELEV. FOR SPACING TYPICAL ANCHORS IN PARS (STEEL 12 GA. MIN. THICK - 0.105') ! SEE ELEV. FOR SPACING B) ALUMINUM : 6083-TS MIN. / (ALUM. 0.078' MIN. THICK) Woo Wood Buck / (SC) or MNMI-OADE COUNTY Wood Stru lure •/ (SC) APPR'0 MULLION E Spadib Q Wty- .35 min. (Typ.) SEE SEPARATE NOA N 3 4" Min. dge Dial. WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED I3Y GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET R FOR SPACING ANCHOR TYPE CHART 1N CONC. or 1dASONRY mtn. ANCHOR OP110118 BRAD -MY JAlfB Bmbedman Rd,. Dlet Coua.La ELCO ULTRACON 1/4' 1/4• 1 3/4- I' 12.a5 Kai BUILDEX I - 1 3/4' 4' 3.2 Ksl BURDEN - 3/18" 1 3/4' 3' 3.2 Kai ANCHOR TYPE CHART 1N 2X HOOD BUCK min. ANCHOR OPTION$ BRAD-SDL JAMB Rmbedmen Edge DHet Bt TTood ELCO ULTRACON I/4' 1/4' 1 1/4- 1' .55 SO BUILOEX 1/4' 1/4' 1 1/4' 1' .55 SG S.M.S. (Iota 2X) /12 /I2 , 1/4' I' .55 SG 1/4' DR, LF,.EX cF1 F OILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36' KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) (STEEL I CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #tO INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EDGE DISTANCE (1/4') INTO CONCRETE AND MASONRY - 1' MIN. (ELCO ULTRACON) (1/4') INTO CONCRETE AND MASONRY - 4' MIN. (ITW BUILDEX) (3/16') INTO CONCRETE AND MASONRY . 3" MIN. (ITW BUILDEX) INTO WOOD STRUCTURE - 1' MIN. o2 INTO METAL STRUCTURE - 3/4" MIN. I� AIIANTS' FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. , f , I I 11 1 4f 0 y eepeeL11a1,aF�o�7s O G •. J + to IJ c F ¢' O . I'► '7jdd7111111► . A TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE M. FOR SPACING 1 /4" MAX. c 1 /4" MAX. SHIM SHIM — METAL STRUCTURE ATTACHMENT DETAIL NOTE: I. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: ' METAL STEEL M 36 KSI MIN. STRUCTUR (S (STEEL 12 GA.A. MIN. THICK 0.105ry .4 B) ALUMINUM 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) NOTES: 1) REFER TO SHEET TI OF 14 (MIN. EMBED.) FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 3 OF 14 TYPICAL ANCHORS IN PAIRS FOR VERTICAL CROSS-SECTION DETAILS. SEE ELEV. FOR SPACING 3) REFER TO SHEET 3 OF 14 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 /4" MAX. C D FOR MAX. ANCHOR SPACINGS. SHIM 1 / 4" SHIM TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING n MAX. D.L. OPG.3 jg — ...... _ 17 m — - — — — . 3 2BY W BUCK 4 to 6 9L .4. . OR WOOD II e u 7-- I7 ' Is 1 1/4' 3 — — — — SCREENS OPIL.— , (MIN. EMBED.) 5 D.L. PG. I NOT REOD. ON ®e/o x e a SIZES PANEL WIDTH MBE (MIN. EMBED.) SEE ON SHEET 2 OF 14 18Y P.T. PRODUCT* REVISED 2D 2T / — XO Shown EXTERIOR ( ) WOOD BUCK ec wtoplying with the Florida Bundleg Cori /j DOOR WIDTH1. 2D/2T — OX (Reversed) N�II ede FYoducl Contro 02 ,TITSSS:i SytOT�T ` c O p' OXXO N OXO rn APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1. BULB VINYL 17 3/18' HEAT STREN'D GLASS 090 PVB INTERLAYER DUPONT BUTACITE by: E.I. DuPont DeNemoure & Co. Inc. m 3/16- HEAT STREN'D GLASS SILICONE SCHNEE-MOREHEAD 5731 \ DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'E' BULB VI 7 3/I8' H STREWO CLASS .090 INTER d DuPont -Sent assby: E.I. DuPont DeNerne a d: Ce., Inrrc. Z �0 3/18' MEAT '0 GDISC. SILICONE SCHNEE-MOR 5731 OOW CORNING I. TREMCO SPEC 2 N I I 40 GLA71NG Gr.A33 TYPE 'A' DETAILS 13" MAX. TYP. DOOR WIDTH CLUSTER OF AT HEAD/SILL 4 ANCHORS 6" MAX. TYP. AT STILE ENDs��`HEAD/SILL A CORNERS 1 ( a II 1 ' 7/16" OVERALL LAM. CLASS � , to c-T, I 1 a , 3: w e a 0 C2 p C) an I I I I I I I 30 B3 I I I ♦ STEEL REINFORCING AS REOD. B2 I I O u X ; X 0 44 3/4" MAX. to NOTES w cr Z 50" MAX. PANEL WIDTH 1) REFER TO SHEETS 6 do 7 OF 14 o: R TYPICAL CROSS-SECTION DETAILS. v D.L. OPG, 50" MAX.. - - . - TO SHEETS 6 OF 14 "OXXO" TYPICAL ELEVATION LAMINATED GLASS TESTED UNIT LARGE MISSILE IMPACT - DO GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. DESIGN LOAD TY - PSF TYP ' GLASS A 'D' PANEL WIDTH NOMINAL Ft./IN. DOOR HEIGHT FT✓IN- STANDARD SILL- -1/4" RISER 3" RISER EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 2/6 3/6 4/0 4/6 4/11 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 6 60.0 60.0 40,7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 1 60.0 60.0 1 60.0 2/6 3/0 3/6 4/0 8/0 1 40.7 60.0 56.7 60.0 80,0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 1 60.0 56.7 60.0 60.0 60.0 PRODUCT ILEVISED �� eemplrla w11h the 1+IoAde 3ulldloj Code ��1.lS pBgyy No Njl oductC . PANEL MAX. D.L.O.: 3/0 X 6/8 = 32-3/4" X 74-3/4" 4/0 X 6/8 - 44-3/4" X 74-3/4" 4/11 X 6/8 =55-3/4" X 74-3/4" 3/0 X 8/0 = 32-3/4" X 90-3/4" 4/0 X 8/0 - 44-3/4" X 90-3/4" k' rn O � U a, o m out 3�v � O 4 A m 1 c a �IN o F z O a ra O W CDCD ci R i j� yy �N _ ��111R>—�ii�� 1�1?1• (YIN. EMBED.) 4 • 2'j. MI S9 -Q TYP. TYPICAL ANCHORS IN PAIRS 1" Min. SEE ELEV. FOR SPACING 18Y ge. IS . WOOD BUCK (YIN. eYeED.) - _. •'>': L� LLB M 11//4' (MIN, t'AIBEO.) -7/16'-LAMINATED GLASS u NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEET 7 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 5 OF 14 — FOR MAX. ANCHOR SPACINGS. Gc W � � N � J� :1W In us X V) 17 SILL or 1/8•• R w SILL RISER ADHERED WITH U1 CLEAR SIUCONE FULL LENGTH N OF UNIT SILL 19 ut 2 �0� C� 1/4' TAPCI V / 1 3/4' FROM CIRHEna cc �cvn ry m anccl Y 5 11F 14 FOR MAX, SPACING. Non Shrink, Non-WlKWTYPICAL ANCHORS IN PARS of Minimum S Kai SEE ELEV. FOR SPACING TYPICAL. ANCHORS M PAIRS MU AL SEE ELEV. FOR SPACING STRUCTURE 2BY Wood uek Subs" or Wood Sim tun W/ (SC) Spadlk C ty- 45 min. (TTP) a ut WEEP AT EACH IL ANCHORS 2 PER CUP e Ia 00 a = N n i LW TXCM•r�' � ^ b b t OI O NMp L -.. ... STRUCTURE ATTACIBONT DCT nc Z z° 1. ALLSTEEL M CONTACT WITH ALUM. TO BE PAINTED OR PLATED. a { 4• Min. Age Dist. 2. METAL STRUCTURES: A) STEEL : Fy - 36 KSI MIN. 1 TYPICAL ANCHORS IN PAIRS (STEEL 12 GA MIN. THK;K - 0.105') SEE ELEV. FOR SPACING B) ALUMINUM : 6063-T5 N. (ALUM. 1.076' MIN. THICK) 11 NIA10-DDE COUNTY () ..tu`nikklnrWu 11 PRODUCT RBVfSBD -oemplying.Wtk dil I Building Co&A.,dL WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN GONG. or MASONRY min. ANCHOR OPTIONS HEAD-SHL JAMB 11mbadment Edge DiaL Conarate ELCO ULTRACON 1/4- 1/4' 1 3/4• 1' 2.65 Kai BUILDEX 1/4' - 1 3/4' 4' 3.2 Kei BUILDEX - 3/16- 1 3/4' 3' 3.2 Kai ANCHOR TYPE CHART IN 2X HOOD BUCK min. ANCHOR OPTIONS HEAD-SHL JAI® Embadman EdEe DLL E: Wood ELCO ULTRACON 1/4' 1/4" 11/4' 1• .55 SO BUILDER 1/4' 11,V I 1/4' 1' .SS SO S.M.S. (Into 2X) /12 012 1 1 1/4' IV 1.55 SG 1/4" ORILLFLEX SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED #10 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL D . DIST N . (1/4") INTO CONCRETE AND MASONRY - 1" MIN. (ELCO ULTRACON) (1/4') INTO CONCRETE AND MASONRY - 4' MIN. (IIW BUILDER) (3/16') INTO CONCRETE AND MASONRY - 3' MIN. (ITW BUILDER) INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4' MIN. FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. POCKET WALL SEE NOTE p3. (TYP.) Y / f �f I a• •a � t Y XX or XX-RP or LP-XX or RP-XX-LP 1 I O 4. I � ll J a• a• a• pj 11 •� '-0 •� �� POCKET WALL SEE NOTE /: I I (TYP.) � XXX or RP-XXX or LP-XXX Y � 1 _ �• F i u fir, 001, f z f °o -o o- � J a• a• a• a• L � �'� ' i 189 3/4 TEST DOOR WIDTH w/ SINGLE PO( A, Nr1N-Pr1CKFT MAX WIf1TH loll 1 /A" 13 1/4" MAX. TYP. CLUSTER OF AT HEAD/SILL AT STILE ENDS _ 6" MAX. TYP. POCKET WAL A3 6" HEAD/SILL CORNERS L--•j , SEE NOTE d (TYP.) N II q II I II N N I dm i �M ad C2 out i a 0 �J o M II q I I 0` 3 an a ' q I N q II F2 1 m I N 1 I q N0. I 0I 7/16' OVERALL LAM. GLASS II STEEL REINFORCING I AS REDD. I p I I j U I I 4 I d Il i m B3 I X I X 1 X 1 1 X I, 1 1 I _ I/ 48 3/4" MAX. 43 1/2' MAX. 49 1/8" MAX. 1)R FER TO SHEETS 9. 10 do 11 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. D.L. OPG. PANEL MAX. D.L.O.: 3/0 X 6/8 = 31-1/2" X 74-1/4" XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP 4/0 X 6/8 = 43-1/2' X 74-1/4" 3/0 X 8/0 = 31-1/2" X 90-1/4" APPROVED CONFIGURATIONS 4/0 X 8/0 = 43-1/2" X 90-1/4" WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB 17 BULB VINYL 17 3/16' HEAT STREWD GLASS J/18' HEAT STREN'D GLASS 090 PVB Interloysr SaDex CP-Sollex & So11ex HP 090 PVB INTERIAYER a by: SOLUTIA. Inc. or D Pent Bulacita by: E.I. a w Dupont Butacfte or �.) DuPont-SenlryClaas by: DuPont DeNemours & Co. Inc. I- i. DuPont DeNemours & Co.. Inc 3/16' HEAT STREN'D (;t 5s 3/18' HEAT STREWD GLASS SILICONE SILICONE V7 DOW CORNING 899 \� IO DOW CORNING 899 • TESTEr) UNIT DP CAPACITY - Per (2 t/4' SILL) DP CAPACITY - NOMPIAL DOOR SIZES GLASS TYPE 'A' GLASS IYPR '1T' GLASS TYPS 'A' WIDTH HEIGHT Fr./IN. Fr. . EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 8/0 (2DR) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 8/0 (2DR) (W/ 2 STEEL) 8/0 56.7 68.0 50.7 68.0 50.0 68.0 (�)68.0 e)68.0 12/0 (3DR) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 68.0 - - 68.0 68.0 12/0 (3DR) (W/ 2 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 $8.0 e)68.0 (�)68.0 16/0 (4DR) (W/ 1 STEEL) 8/0 53.3 60.0 53.3 60.0 80.0 60.0 60.0 60.0 18/0 (4DR) (W/ 2 STEEL) 8/0 53.3 68.0 53.3 68.0 88.0 68.0 88.0 68.0 FOR TYPICAL ANCHORS AND NOTES. 3) FOR POCKET WALLS SEE GENERAL NOTES /15 & 16 AT SHEET 1 OF 14. DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. Psr (s' BILL) LAMINATED GLASS CLASS TYP$ 'B' LARGE MISSILE IMPACT (e) 2dr/3dr DOORS MEET +78.7 & -78.0 DP w/ 'Ouponl 0.090' SGP Laminate lu8dlog o � tpQi m Noe o a 5 0. o A x 3 CL ti N 7�� o CQ M At V) Q 0 O G F O CQ 1 pLICL w 'q a 0 u N W 111 ul # W. I" Min I (MIN. 0 n� .' •i°•i'o • i . 13�4• (MIN. MBED;)• TYPICAL ANCHORS IN SEE ELEV. FOR SPAC 1/4' TAPCON or APPROVED EQUAL BY FOR V/ 1 3/4' MIN EMBED. INTO 3.2 Ksl Conc. B 6' FROM CORNERS L SEE ELEVATION AT SHEET 8 OF 14 FOR MAX. SPACING. 1jT d� • , F d. (MIN. EA TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING \2BY Woo Wood tus SuDsincte (SG) Wood Structure W/ (SMi Spadlic CreNlp .55 min. NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 dt 11 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. .YorA. �l ti A A I�1V�ll�` .i,l• .J 1/4• TAPCON or APPROVED EQUAL BY FOR V/ 1 3/4' MIN EMBED. INTO 32 Ksl Conc. E 61 FROM CORNERS L SEE ELEVATION AT SHEET 8 OF 14 FOR MAX. SPACING. TYPICAL ANCHORS IN PAIRS SEE ELEV FOR SPACING O � m a MetY iltivr•• Q u, Q Q o —� 3 v ca �. to p z 3 a ti METAL S'TRUCnU;: ATTACHURNT DETAn3 NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED, eN0 R �j �y "+ z Z q I 0 2. M))ETAL STRUCTYTURES: ANCHORSAL PAIRSN. ELEV. FOR SPACING (STEELE12 GA. MIM.6KSI MI GAGS-) ALUMINUM 8083-T5 MIN. 0.078' MIN. THICK) cf) Obi (ALUM. (A MMMI-DADE COUNTY z Meet D7Ndvr�� SEEAPPWDSE MULLION SEE SEPARATE NOA ��s O a U O O 'RUCTURES NOT BY LAWSON IND. q SED BY GLAZING SYSTEM AND SLOW(: STRUCTURE. in TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY min. ANCHOR OPTIONS no -BILL JAMB Xmb. ent Edge D1al. Concrete ELCO ULTRAGON 1/4- 1/4- 1 3/4' 1' 2.85 Kai BUILDER 1/4" 1 3/4" 4' 3.2 Kai BUILDEX 3/16' 1 3/4' 3' 3.2 Kai ANCHOR TYPE CHART IN 2X WOOD BUCK min. ANCHOR OPTIONS HEAD-BDL JAM® Embadmen 11i Didt 121 Wood ELCO ULTRACON 1/4' 1/4" 1 1/4' BUILDER 1/4" 1/4' 1 1/4' S.M.S. (Into 2X) #12 1012 1 1 1/4' 1' 1.55 SC 1/4" ORILLFLEX SELF MILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #I INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EDGE DISTANCE (1/4-) INTO CONCRETE AND MASONRY - 1" MIN. (ELCO ULTRACON) (1/4') INTO CONCRETE AND MASONRY - 4" MIN. (11W BUILOEX) (3/16') INTO CONCRETE AND MASONRY - 3" MIN. (ITW SUILDEX) INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. aRrAIAMi. FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED. WITH WHITE/ALUMINUM COLORED SEALANT. DUCKS NOT BY LAVSON INA SUSTAIN IMPOSED LOA➢S 7/16-H.S, LAMINATED GLASS 29 CLEAR SILICONE ADHESIVE rBEDDING COMPOUND ,.EN DED PANEL SCREEN OWR PANEL (OPTIONAL) (OPTIONAL) D EXTERIOR DOUR WIDTH <142 1/2') WOOD BUCKS NOT BY LAWSON IND, MUST SUSTAIN IMPOSED LOADS �6 3D/3T — XXX LAMINATED GLASS _CLEAR SILICONE ADHESIVE PA SCREEN 96M NEL (OPTIONAL) D EXTERIOR DOOR WIDTH (96') 2D/2T — XX 1/4" GAP _ I MAX. �• 1 3 0 . NIE X E' I, PHI: SlIS. W/ 2!i 7 13 1 1/4' MIN. EMBED, INTO iE 2 STEEL BARS REOD. ON P.T. WOOD BUCK (SEE SHEET N9 SIZES AS LISTED IN OP FOR FASTENER NOTES AND CHART W/ PRESSURES ELEVATION AT SHEET N 8 FDR SHOWN ON SHEET B OF 14 FOR FASTENER SPACING > EX T. a. • 218 'raw 4 ;•,� . t STEEL R REOO. ON SIZES AS LISTED IN DP >ir��.�` K'i. •• CHART W/ PRESSURES 1:4 SHOWN dN SHEET B OF 14 EXTERIOR GRADEJ 1 1/4' PERIMETER CAULKING (NM. EAIBEDJ NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS—SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 .� FOR MAX. ANCHOR SPACINGS. 1/4" GAP MAX. i 4� 13 .a •... 33 '012 X 2' F1L/PHI: S.MS, W/ —� •1 1/4' HIM EMBED. INTO 2X PT cc W000 11UCK (SEE SHEET N9 FDR FASTENER NOTES AND ELEVATION AT SHEET N B FOR FOR FASTENER SPACING) 2X T. .. 1I -J�: •PRODUCT I(HVISED ;y N9mplylne with ION Flodds 1 a :..Bu➢d111g�4#37, ��B :A UOBMD EXTERIOR I PERIMETER o 1 Y 11 1 I I I 1p1)111h/U 4t •�3: IO LLLL N N 1/4" MAX. SHIM 1/4' TAPCON OP APPROVED EGUAL BY FOR s • V/ 1 3/4' MIN, EMBER INTO 32 Ksl Can.. NOTE: • 6' FRON CORMEN$ SEE ELEVATION AT CLEAR SILICONE ADHESIVE STEEL BARS REGO. AS •6 SHEET 8 OF 14 FOR MAX. SPACING. BEDDING COMPOUND LISTED IN DP CHART W/ PRESSURES SHOWN ON p SHEET 8 OF 14 la . -------""--"—"LLYAR"SILTCORE T9RESTVE'------_---- __ '------ BEDDING COMPOUND � sd x 39 •'r''4%�:•= EXTERIOR GRADE _1/4• PERIMETER CAULKING (MIN. EMBED.) T SEE TYPICAL ANCHORS IN PAIRS SEI r SEE ELEV. FOR SPACING 1 1 /4" MAX. IN SCREENS OPTIONAL EXTERIOR TEST DOOR VIDTH (19D 7/8') 4D/3T — XXXXP an= DfiTAILDfiTAIL IcT WITH D OR PLATED. KSI MIN. THICK - 0.105•) 1-TS MIN. THICK) (MIN. EMBED.I, y .4 'r 412 X 1 3/4• F.H/PHL SMS V/ 1 I/4• MIN. EMBED. INTO 2% P.T. WOOD BUCK � FOR POCKET WALLS C SEE OPTIONAL INSTALLATION i SEE GENERAL NOTES rjj < o' •�- q O O 7' O b DETAILS AT SHEET 12 OF 14) /15 h 16 AT 39 SHEET 1 OF 14. Q N p Mf q A y 31 18 (EODE, dSf J ,ANT.•• o 17 8 5 38 ELS le N a, {� ;1 q --------- p€i o C\2 € -------------- � 1 POCKET NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS—SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. — 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. lump PRODUCT REVISED JO as complying with the I9o1(ds p 0 2- __________________ ___ ______ A SCREEN DOOR PANEL D)' «7IONAL) Ndl 1}oduU Control , SGD-9200 HILL OF MATERIALS — 2 a( 3 TRACK FRAME ITEM # PART 0 QTY. DESCRIPTION REMARKS 1 L-9211 1 2 TRACK FRAME HEAD 6063-TG ALUMINUM 1.2 L-9211 1 2 TRACK FRAME HEAD (Multi -Slide) 6063-T6 ALUMINUM 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM 5 L-9205 11 X PANEL PANEL BOTTOM RAIL 6063-T5 ALUMINUM 6 L-9201 I PANEL LOCK STILE 6063-T6 ALUMINUM 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM 8 L 99233 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM 9 L-9207 I PANEL ASTRAGAL 6063-T6 ALUMINUM 10 L-9209 AS REQ'D. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 12 L-9208 1 3 TRACK FRAME SILL 6063-TS ALUMINUM 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM 14 PWS-016 AS REQ'D. BOTTOM RAIL WTST ULTRAFAB #QB6757DK IS PWS-009 AS REQ'D, PANEL TOP RAIL WTST .187'x,310' (7830-6001-1) 16 PWS-003 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.210' (7820-6001-9) 17 VWS-004 AS REG'D. BULB VINYL (FPVC) 1/4' O.D. 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' 19 HC-046 2 MVG. PANEL TANDEM ROLLER 2 X EA. MVG. BOT. RAIL 20 FS-003 2 ROLLER ATTACHMENT SCREW #8 X 1/2' F.H./PHIL. 21 AR-008 2X PANEL IPANEL 'C' TRACK CLIP 6063-T6 ALUMINUM 22 FS-042 AS REOD. 'C' TRACK ATTACHMENT SCREW #10 X 1' SMS F.H,/PHIL. 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM 24 FS-011 I X CLIP FIXED PANEL CLIP SCREW #10 X 5/8' PH/PHIL. 25 AR-020 r INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSI) 26 AR-021 ■ ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) 27 AR-024 ■ INTERLOCK STEEL REINFORCEMENT 3/8' X V (36 KSI) 28 HC-047 I MORTISE LOCK HARDWARE W/ HANDLES 6 KEEPER 29 ■ 1 x Panel 7/16' Laminated H.S. Glass See GlazlnQ Detalls 30 L-9022 * ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM 31 L-9215 I POCKET JAMB HOOK 6063-T6 ALUMINUM 32 SM-5731 ■ NEUTRAL CURE SILICONE Schnee -Morehead 5731 33 DC-899 AS REQ'D. NEUTRAL CURE SILICONE Dow Corning 899 34 w Ix NEUTRAL CURE SILICONE Tremco Spectrem 2 35 HC-045 2 NYLON PLUG ( .480' HOLE > RIGID PVC 36 HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC 37 FS-005 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 1/2' P.H. PHILLIPS 38 FS-013 AS REQ'D. PANEL ASSEMBLY SCREWS #10 X V P,H, PHILLIPS 39 FS-014 AS REOD. INSTALLATION SCREWS #12 X 1 3/4' F.H./PHIL. 40 PL 75.6020 AS REQ'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L. 41 R - SCREEN PANEL Ix 42 SM-5504 AS REQ'D. JOINT SEALANT Schnee -Morehead 5504 43 N ■ PERIMETER CAULKING OSI POLYSEAMSEAL 44 ■ L PRODUCT LABEL ■ INTERIOR . GOODmir/1,11"aril J1 17 �.( 1 , EXTERIOR TYPICAL ANCHORS 5 v. AT 8" O.C. SEE ELEV. FOR SPACING 1/4" MAX. SHIM 1 3/4" MIN. 1 3/4" MIN. EMBED. NOTEP 1. FOR ANCHOR TYPES SEE NOTES AT SHEETS 3, 6, & 9. ? ; 2. FOR POCKET WALLS SEE GENERAL NOTES 015 & 16 AT SHEET 1 OF 14. TYPICAL ANCHORS AT 8' O.C. 6 SEE ELEV. FOR SPACING m m °dN INTERIOR D 0O is 35 m p VI 3 v V Q G V) 00 .. 1617 z o 31 002 q N Z o 0 a V) ® a STEEL BAR RED . ON 17 C 1y SIZES LISTED W/ OP BOPS q O D ABOVE B , A. H I M C F POCKET DOOR HOOK ATTACHMENT DETAILS F14xibloPVC C6moosition -Team Hulks. Inc. '1. FPVC Mack Com ound Na. 7200-75 PflYSIGL ASTM No. Ducm"NrHNdmr "A',10 eea 75 D-2240 SWIM 0mvlly 1.45 D-792 Tens SaaagO, PSI 1640 V639 Uld-a Elwp im % 340.0 D638 Mmdux®100%Elmpdm, PSI 765.0 D63S Im S MOmm -31.0 D-746 -2. FP Whitr. cm and No. 267-78 PBYSICAL ASTM NO. D"ume" Hvda "A',10— 75 D-2240 Spxiltc OraNp• 1.45 I3-792 T6M&S1r4ag0,PSI 1640 D-638 UMa"e Bbnptiaa% 325.0 D638 MadaBo®100%MmpOm•PSI 763.0 D-638 &Iad.. -30.0 D-746 PRODUCTRBVISBD ae complying w#h die mlida �ulldC`d ing s //�1(}O Q.O? , wux No a OD 92 MI ado Product Coned a o� EXTERIOR 0. II :I 1:2tI I13 . ..O • .Fv.19 ~O� y :at N 0. �C ud A 3.625-j .062 I 1.OL 710 _I.594 FRAME HEAD O 1.000 3:•376 F 1.218 L O 687 FRAME JAMB 3 PANEL TOP CORNER FRAME T CORNER TWO TRACK FRAME / c y 01 o 09W a 3 �.+~ ° R c u = O coo z a ti :4 y 5 ,z �4 h -; O A Z e a 1 ,a O a C Go I x g N j a 1.000 7 1in .500 TWO TRACK HEAD 11.594 AT SHEETS 8, k 9.I- MULTSLIDE FRAME HEAD � 090 irOP 062 559 12 I 2.2501�-� , , o �'�5 I 1.687 094 1.13z 062 1sso 150 1.619 O INTERIOR INTERLOCK �I I-4.154-I FRAME SILL .390 1.619 1.241 2.000 062 .890 0 PANEL TOP RAIL 062 2.796 2.039 1.197 O PANEL BOTTOM RAIL .150 1.590 1,132 c PANEL BOTTOM CORNER 3 FRAME BOTTOM CORNER 0 ti ry b 3 nS^ S s EE 8 s o ' f y m .062 .094 1.687 EXTERIOR -INTERLOCK z s x 180 83B 616 t0 GLASS STOP 2.686 1.044 062 1.842 LOCK STILE © .844 2.280 094 1.6171 1.710 L 1.655 Q ASTRAGAL STILE PRODUCT REVISED hPaid xAla,....... hm m �,t��eI�Iaa �. c ,. ?41 ., `hd: i�i �� O:w v LL O 0 »:y J L * ¢'2= : ` � a �O. Q .531 .52 070rL1.250 z FIXED PANEL CLIP .580 ,875 .125 -I ASTRAGAL RETAINER 000:::::] 1 SILL RISER �5.244 � .070 1.000 1.500 7.5941' .086 tt FRAME HEAD .090 1 .062 2.2j50 5.748 FRAME SILL 12 1 1.000 .062 f 376 5.094 1.218 Z tJ FRAME JAMB 0 Pocket 'V Hook .500 1.250 INTERLOCK REINFORCING .500 I I 1.500 �1 ASTRAGAL REINFORCING .375 i—ij 0 Q INTERLOCK REINFORCING 527 4 .100 E670 zt "C." CLIP T Le PILODUCf ItfiViSGD Aooep��O No th the Mbrids �O� O ^ Buf�1d ,`uitl/olCbde /�/�, L D -i—s 3 2018 Mm I <� o m O ;�90 y r, a0 A g z d C R m o p q 4 o N a — 1 a U � G ern a Ga � )aaa4l G7 It Ln u7 a rCA OioA Or �ness P, Florida Building Code Online [ y Ki ,.. i [II,,,, ,,II''n,, � BCIS Home jag In `i Us4r Reyistretion ,.� •'MOC�TCp Submit Surcharge i Stats & Fagt3 �L Publications (?PBC. Staff i BCIS Site Map j Links ( Search IIU^,I,Ip UC� i1j l d �'•'•\ \ is \ i Busines �) Prod Approval Professit�aIi USER: C1.a.r Regulation fir', Product Approval Menu > 5 S > Application List Search Criteria ` Refine Search Code Version 2014 FL# 14569 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL P Validated By Status F 14 Revision JELD-WEN Category: E ors pry: Swinging Exterior Door Assemblies National Accreditation & Management Institute (804) 684-5124 Approved i FL14569-R6 Revision JELD-WEN Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies National Accreditation & Management Institute (804) 684-5124 Validated -APproveo Dy UtsvK. Approva is Dy UDrK snap De mvieweu a,,, -- -r •� i • •� -- -. ..----- , Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copvrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not vent your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided maybe used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: In ® R;_� M Credit�arF� https:/Am&w.floridabLAiding.org/pr/pr__pppjst.aspx 1/1 9/26/2015 Florida Building Code Online 43 t t + t FloridaDep M*ntd BCIS Home Log In I User Registration Hot Topics ; Submit Surcharge 1 Stats & Facts ( Publications FBC Staff I BCIS Site Map ( Links I Search Busines roval Professi ala USER:uP Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail •' r FL # FL14569-R5 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Corrrrission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Errail 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Idamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/ Phone/Ema it Category Exterior Doors Subcategory Swinging Exterior Door Asse ies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/01/2015 Date Validated 07/06/2015 Date Pending FBC Approval Date Approved 07/14/2015 Date Revised 09/22/2015 httpsJMµwfloridabLilding.org/pr/pr_app d.aspx?pararrl=wGEVXQVADgLIXTVBjriRCYg°/p2fDEHWlXNZV jpShomH4k9/p2bjoflCFgKYw,g`/aid%aid 1/3 9/26/2015 Florida Building Code Online of Products FL # Model, Number or Name Description 14569.1 Contours Steel, Wood Edge Door Full Lite, Single or Double Door, Outswing, 6'-0" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 R5 C CAC NI006255-117 Certificate.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/30/2019 Design Pressure: +60/-60 Installation Instructions Other: Product must be installed per manufacturer instructions as FL14569 R5 II 3WO509-03 Installation Ddf stated on drawing 1W0509-03 Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL14569 R5 AE PER3392 Ddf Created by Independent Third Party: Yes 14569.2 Contours Steel, Wood Edge Door Full Lite, Single or Double Door, Inswing and Outswing, 6'-0" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 R5 C CAC NI006255 02-R3 Certificate.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2019 Design Pressure: +60/-65 Installation Instructions Other. FL14569 R5 II 1W0509-04 Installation. Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL14569 R5 AE PER3393.Ddf Created by Independent Third Party: Yes 14569.3 Contours Steel, Wood Edge Door Full Lite, Single or Double Door, Inswing and Outswing, 6'-0" x 8-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 RS C CAC NI006254-R5 Certificate, odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/30/2019 Design Pressure: +50/-50 Installation Instructions Other: FL14569 R5 II )W0509-01 SS 2015-07-02.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL14569 R5 AE PER3391.Ddf Created by Independent Third Party: Yes 14569.4 Contours Steel, Wood Edge Door Opaque Door w/ & w/o Impact & Non -Impact Rated Glazed Sidelites (w/wood frame unless specified) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 RS C CAC NI011062 NI011062 01 Certificate Ddf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other. FL14569 R5 II 3W032012FL Installation Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL14569 R5 AE PER3321.Ddf Created by Independent Third Party: Yes 14569.5 Contours Steel, Wood Edge Door Opaque Door w/ & w/o Impact & Non -Impact Rated Glazed Sidelites (w/ wood frame unless specified) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 RS C CAC NI011061-RI Certificate.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: FL14569 R5 II 3W072012FL Installation Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL14569 R5 AE PER3322.odf Createds t=asaarado^LT iia: Party: Yes 14569.6 Limits of Use Approved for use in HI Approved for use outs Impact Resistant: Yes Design *Pressure: N/A Other. Contours Steel, Wood Edge : Yes HVHZ: Yes Opaque Door w/ or w/o Sidelite (w Certification Agency Certificate Quality Assurance.ContPWct Expiration Date 08/31/2019 IFnstalls nc 4 I u atin df Verifie ational Accred' Lion & Management Institute Created by Indepen ird Party: Evaluation https:/hwwvfloridabuilding.org/pr/pr_app M.asp�pararrn=wGEVXQvADquxTVBjriRcYg%2fDEHW1XNZV jpShomH4k`/o2bJoflCFgKYw.g%3d%3d 213 9/2612015 Florida Building Code Online FL14569 R5 AE PER3398.odf Created by Independent Third Party: Yes 14569.7 Contours Steel, Wood Edge Door Opaque, Outswing, w/ or w/out Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 R5 C CAC NI011096.01,pdf Approved for use outside HVHZ: Yes FL14569 R5 C CAC NI011096.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 08/31/2015 Other: Installation Instructions FL14569 R5 II S-2108-01.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R5 AE PER3832.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick hem . Product Approval Accepts: ®® Credit�ArFE https:/Mmw.floridabLildirg.org/pr/pr_app dU.asp(WanT-wGEVXQvADquxTVBjriRcYg%2tDEHW1XNZV jpShomH41P/o2bJoflCFgKYvAq%3d%3d 313 JELDVEN® Steel CONTOURS STEEL DOOR, WOOD EDGE 6:6" OPAOUE OUTSIMNG IMPACT DOOR UNITS I4r117/6 WITROUTNOANMPACTS/DEUTES 04 GENERAL NOTES 1 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE AND HAS BEEN TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE HVHZ" REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 5. THIS PRODUCT bLM THE WATER REQUIREMENTS FOR - IV"Z" ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES 8. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFlGURATION. RESIDENTIAL INSULATED STEEL DOOR (Common to all home conditions) COMPONENT CONSTRUCTIONS: Face sheets: 24 ga. (0.020� minimum thickness, Galvanized Steel A-525 commercial quality - AKDO per ASTM 620 with average minimum yield strength Fy(ave.)=24,600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs./cf density, by JELO-WEN, INC. Door Panel Constmction: The active and inactive panels are constructed f m 24GA. (0.020' min.) galvanized steel. The face sheet tops and bottom are bent 91Y over the top and bottom rails. The top LVL roil measures 1 7' wide x 1.042' high. The steel bottom rail is roll formed 0.021' gale ized steel measuring 1.67' wide x 1.21' high. The sides of the face sh et are roll formed onto the LVL latch stile and Ponderosa Pine hinge stile hich measure 1.67" x 1.0'. The interior cavity is Filled with polystyrene. The face sheets are glued to the polystyrene. Fixed Lite Const.: The sash is constructed from 24GA (0.020" min.) g Ivanize, steel. The edges of the face sheet are bent 90' over the polystyre core and glued to it. The sidelite panels are routed to receive the OOL L Lite Frames or the optional Trinity Light Frames. (See sheet 7 for glazin details.) The lite frames are sealed w/ OSO glazing compound on exterior. Frame Construction: The frames are constructed from Ponderosa Pine jam s measuring 1.25' wide x 4.5625" deep. The door and sidelite head jamb are mortised and butt joined to the side jambs and attached with (3) 1 2" x 7/16" crown wire staples. The units use a standard bump face Pem threshold measuring 4.041' deep x 1.0' high. The threshold is attached to the frame with (4) 16GA. 2" x 7/16" crown wire staples. 74.5' MAX. OA FRAME WIDTH 70.25' MAX. OA FRAME WIDTH .875" TYP. .125" .75' .75' MULL SIDE' MAX. OA f36P625"MAX. OA36" MAX. OA 875' 36' MAX OA 4- MAX O ME WIDTH ANEL WIDTH PANEL WIDTH TYP. PANEL WIDTH PANEL WIDTH W/ASTRAGAL v INACTIVE ACTIVE 6' MAX. ? cc as, 80" 80• i/ OA D.L.O. Z r1 a allo MAX. MAX. WIDTH W W co 3 PANEL PANEL 63.125' C HEIGHT HEIGHT MAX. W P : i OA. ']tsYa 81.25' a H81.25' a O.LO. MAX. MAX. HEIGHT OA OA tM FRAME FRAME HEIGHT HEIGHT z 0 W � SINGLE OUTSWING IMPACT $ �o A A UNIT (OXO) W1 NON -IMPACT 0.625" 0.75' 0.625" 3 e a SIDEl1TES VIEWED FROM EXTERIOR a o DOUBLE OUTSWING IMPACT UNIT (XX) ca Z W VIEWED FROM EXTERIOR 107" MAX. OA FRAME WIDTH c z } J7.75 MAX. .875" .115' .75' MULL 15.5' MAX. O.A. FRAME WIDTH TYR BAR TYP. SIOELITE FRAME WIDTH k z J6.625" MAX. OA 875' TYP. J6' MAX. OA PANEL WIDTH .36" MAX. OA 14" MAX. O.A. W ic N PANEL WIDTH W/ASTRAGAL PANEL WIDTH PANEL WIDTH o < �oo 0 ® ® ® ® ® ® 6• MAX a U e a INACTIVE ACTIVE O.A. D.L.O. A 5 g4 > n� N�� 80' 80" WIDTH MAX, MAX. U U O.A. O.A. d T E2 PANEL PANEL 63.125' o HEIGHT HEIGHT MAX. ig N g e GA W W W 81.25' a 81.25' D.L.O. l MAX. AIAX. HEIGHT OA i OA FRAME FRAME o 0 0 HEIGHT HEIGHT I I I$qb§ 0.625" J T 0.75• \ It X rapt F t - SINGLE OUTSWING DESIGN PRESSURE RATING -WHERE WATER RNFLTPATM REOLW MDET IS NEW SRNXE DOOR UW (1L (TO, XO +66 psf -7 W/MO NON-WACT DOUBLE DOOR UMT , OXX, XXO, OXXO) +57 psf -57 psf IF/WO NON ACT SIDE M DOUBLE OUTSWING NG IMPACT N N O ~ IIIIII UNR I7Xi (OXXO)_jy/ NON -IMPACT ^ O � ^ 0.625" �� F SIDELTTES VIEWED FROM EXTERIOR W W O U m C DAM 9-11-01 Prepared By: SME N.T.S. owc. fry: JWJ * _ = T T OrQ cHx. ay: S. SAFFELL DRAWING No: )Ig sign y Hermes F. Norero, P.E. lesson: map Wing this document �i ��smrlRw,u , t �� S4� a BUILDING DROPS, INC. Phone: 954-399-8478 S-2104 SHEET _ 1 OF _ 8. )ate: 2o16. 2.18 :44:49-05'a0' nsc �x. of reuat , 2057a Fax: 954-744-4738 0.75" MIN. EDGE DIST. 1.50" MIN. 0.250 r EMB. CONCRETE/ 0.75" MIN. CONCRETE/ MASONRY 51 EDGE DIST. MASONRY BY OTHERS 1.50" BY OTHER MIN. 19 EMB. 0.250" MAX. SHIM UN JNttl J 1 17 10 1.750" MIN PANEL THK INTERIOR EXTERIOR 81.25" MAX. MAX. MAX. O.A. O.A. PANEL FRAME HEIGHT HEIGHT 1 17 10 EE NOTE 9 ON 33 SHT. 416 12 8 �\ .625' 1.25' 2.50" MIN. CONC / EDGE DIST. ON BOTH B S A VERTICAL CROSS SECTION WITH HIGH DAM THRESHOLD SEE DETAIL 7 32 ON SHEET 5 31 EE NOTE 6 ON 29 SEE NOTE 3 0 SHT 4 SHT. 4 1.750" MIN. PANEL THK. 36 17 SEE NOTE 2 ON 23 SHT. 4 38 45 4 0.125" MIN. GLASS THK. INTERIOR EXiERIOR 81.25" �X' MAX. MAX. SEE GLAZING O.A. O.A. DETAILS, SHEET PANEL FRAME 7 HEIGHT HEIGHT SEE NOTE 2 ON 23 3 SHT. 4 38 36 EE NOTE 6 ON 17 29 SHT. 4 32 EE NOTE 8 ON 16 SHT. 4 SEE SEE DETAIL 7 NOTE 3 ON SHEET 5 ON SHT. 4 :.:. 31 44 \,� \\\\\ ITEM IPn N MA I DOOR STEEL FACE SHEET 24GA. 0.020'UIN. STEEL 2 FRAME HEAD FlNGER JOINTED PONDEROSA PINE WOOD 3 FRAME HINGE JAMB FlNGER JOINTED PONDEROSA PINE WOOD 4 FRAME LATCH JAMB FlNGER JOINTED PONDEROSA PINE WOOD 5 4" x 4' BUTT HINGE 12 a. BY HAGER 6 19 X 1' PFH WOOD SCREW HINGE TO DOOR 7 DOOR LATCH STILE LVL 8 1 OUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM 9 BRAD TRIM NAIL 16CA X 1 FOR MULLION CAP STEEL 10 COMPRESSKN WEATHERSTRIP FOAM 11 DOOR TOP RAIL LYL 12 DOOR BOTTOM RAIL STEEL 13 DOOR HINGE STILE FlNGER JOINTED PONDEROSA PINE WOOD 14 10 x 1 J " PFH WOOD SCREW STEEL 15 LOCK BLOCK4FlNGER JOINTED PONDEROSA PINE WOOD 16 3 16 ITW TAPCON ANCHOR W1 1 1 4 MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cf DENSITY BY JELO-WEN FOAM 18 NOT USED - 19 2m WOOD SUB BUCK WOOD 20 SHIM 0.25 MAX. THK. HIGH DENSITY PLASTIC OR GREATER)- 21 KWIKSET 400 SERIES KNOB STEEL 22 KWIKSET TITAN 700 SERIES DEADBOLT NOT SHOWN STEEL 23 8 x 1 i 2 PLASCREW ODL LITE FRAME STEEL 24 8 x 2 PFH WOOD SCREW STEEL 25 8 x 2 1 2 PFH WOOD SCREW STEEL 26 10 z 1 PFH WOOD SCREW IMPERIAL ASTRAGAL TO DOOR STEEL 27 10 z 2 PFH WOOD SCREW STEEL 28 1 MULLION CAP WOOD SILICONE CAULK CR LAWRENCE 33 C SILICONE GLAZING COMPOUND OSDBYODL SILICONE BRAD TRIM NAIL 16GA x 3 4 FOR 3 8" OUARTER. ROUND. STEEL r J 8 QUARTER ROUND SIOEUTE STOP WOOD CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MOF SCHLAGE KNOB SET F51 STEEL SCHLAGE DEAOBOLi IB360 NOT SHOWN STEEL J6 SIOEUTE STEEL FACE SHEET 24G4. 0.020' MIN. STEEL STEEL 37 18 TEMPERED GLASS BY PPG GLASS 38 IDOL LITE FRAME SG SPARTECH POLYCOM PP5530 C1J POLYPROP. 39 PRESSURE TREATED MULLION BAR 3 4 x 4 9 16 x 81 114 P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUMINUM 41 ASTRAGAL STRIKE PLATE BY IMPERIAL STEEL 42 YALE KNOB HERITAGE SERIES STEEL 4J YALE DEADBOLT HERITAGE SERIES NOT SHOWN STEEL 44 SIDELiTE FRAME HEAD, SILL AND JAMBS (FlNGER JOINTED PONDEROSA PINE) WO00 45 LITE FRAME BY TRINITY FOR 1 2 I.G.U. POLYPROP. 46 1 2' INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS 47 LITE FRAME BY TRINITY FOR I" GLASS POLYPROP. 48 1 INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS 49 UTE FRAME SCREW 16 x 1 12 LONG PANHEAD BY TRINITY STEEL 50 GLAZING COMPOUND DOW 1199 SILICONE 51 110 WOOD INSTALLATION SCREW Wl L50 MIN. EMBEDMENT STEEL 52 DOOR LATCH STRIKE PLATE STEEL 53 DOOR LATCH DEAD BOLT STRIKE PLATE 2vf N� (teUa �oJ m cm n 0 �z �^ a a `e K 0 to MIN. `'• EMB. CONCRETE/ 1.75" 2.50" MIN. MASONRY MIN. EDGE DIST. BY OTHERS B VERTICAL CROSS SECTION AT SIDELITE SASH r : O = * B 7 i-* = T T �p0_� '� xw.f. . , s4 a six reFe Qn . n578 Prepared By ® BUILDING DROPS, INC. Phone: 954-399-8478 Fax: 954-744-4738 DATE: 9-11-01 SCAMN.T.S. M. BY: JWJ wx, BY: S. SAFFELL DRAWING NO.: 5-2104 sI EY 2 or 8 SEE NOTE 4 ON SHT 4 ` •s EXTERIOR p. • ° I TERIO 51 10 0.75" MI 1 17 EOGE DI T.. °. ° SEE DETAIL 5 4. ON SHEET 5 'a0.250" MAX. %C1 HORIZONTAL CROSS SECTION SHIM LATCH JAMB TO BUCK 1.50" MIN. CONCRETE/ EMBED. MASONRY BY OTHERS SEE NOTE 1 26 ON SHE 4 17 15 1 7 40 52 7 1 15 21 42 34 IN TIV \ � � 7 ACTIVE j j j% j j jj j PANEL THK J � � INTERIOR SEE DETAIL SEE NOTE 4 24 1 ON THIS 10 ON SHE 4 SHEET HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL EXTERIOR 1.750" MIN. PANEL THK. 0 . '.. %X . INTERIOR 17 1 10 51 SEE DETAIL 5 ON SHEET 5 HOINRIZONTAL CROSS SECTION p250" MAX. HGE JAMB TO BUCK ,SHIM SEE NOTE 1 SHE 4 DETAIL 1 ASTRAGAL TO STILE ATTACHMENT NOTE: ITEM 24 NOT SHOWN THIS VIEW FOR ``L%ili11117,7 �� E$ F. O' T T P SEE NOTE 7 ON SHE 4 o / UmOin Z ¢ O _j � N • Lu I `� .. CONCRETE/ t^i Ix MASONRY e BY OTHERS • pe • 2 ' 0.75" MIN. N EDGE DIST. U to a N �tWow C 0 a � o� o 0 r a N BOLTS (2) TOTAL; (I EACH) a a LG. AT TOP k BOTTOM DATE: 9-11-01 i Prepared By., SCALEN.T.S. * _ ® DWG. BY: JWJ CHK. BY: S. SAFFELL L + DNavaNG NO, BUILDING DROPS, INC. S-2104 Phone: 954-399-8478 22e7e Fax: 954-744-4738 SHEET 3 OF 8 HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB NOTE 7 SHT. 4 1.750" MIN. EXTERIOR r PANEL THK. INTERIOR ��\ 10 SEE NOTE 2 23 SEE NOTE 5 ON SHT. 4 2529 ON SHT. 4 SEE NOTE 6 17 1 SEE DETAIL 5 ON SHE 4 ON SHEET 5 0.750" SEE GLAZING 39 DETAILS, SHEET 7 iG1 HORIZONTAL CROSS SECTION AT SIOELITE TO HINGE JAMB NOTES: CONCRETE/ MASONRY 51 SEE NOTE 3 19 20 4 31 3 1. SPACING FOR ITEM /26 THE /10 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS ON SHT. 4 AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP: 1.0", 2.5", 4.0, 5.5", 13.0", 18.0" & 26.0". BY OTHERS 2. SPACING FOR ITEM /23 THE /B x 1 1/2" PLASCREW IS AS FOLLOWS: SEE GLAZING TOP & BOTTOM. HORIZONTALLY, SIDELITE PANEL: 3.0" IN FROM EACH CORNER. 32 36 38 45 4 DETAILS, SHEET 7 ON THE SIDES, VERTICALLY, FOR THE SIDELITE PANELS: 3.0, 13.0", 26.0", 39.0, 52.0" & 63.0". 'e 3. SPACING FOR ITEM /31 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ITEM /9 THE 16GA. X I" BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS ; EXTERIOR FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8" QUARTER ROUND): 1.25" IN FROM EACH CORNER WITH ° (1) NAIL MID —SPAN. ON THE SIDES VERTICALLY (FOR BOTH 3/8" QUARTER ROUND & MULLION CAP)• 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. E 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM /25, A /8 x 2 1/2" PFH WOOD SCREW. 0.125" MIN. INTERIOR WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM /24, A /8 x 2" N GLASS THK. PFH WOOD SCREW. 5. SPACING FOR ITEM /25 THE /8 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, °n IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, SEE NOTE 2 23 6. THE SIDELITE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ ITEM /29 SILICONE CAULK ON THREE SIDES AND > / ON SHT. 4 rFf-, HORIZONTAL CROSS SECTION 3/8" QUARTER ROUNDS SECURED WITH ITEM /31 BRAD TRIM NAILS x 3/4" LONG. 0.75" MIN. T CIT1ELITE TO BUCK �� SEE NOTE 6 , llryrj� 29 '� 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 27, A 10 x 2" PFH SCREW. WHEN ATTACHING 41 EDGE DIS7 ON SHT. 4 ES F, 11111 THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM /14, A /10 x 1 3/4" PFH WOOD SCREW.a `�� 8. SPACING FOR ITEM /49 THE /6 x 1 1/2" PANHEAD SCREW (TRINITY UTEFRAME) IS AS FOLLOWS: s; SEE DETAIL 5 <v •r O SIDEUTE IITEFRAME FROM THE TOP DOWN VERTICALLY; 3.25", 18.0625, 32.8125, 47.5625" & 62.625". • ON SHEET 5 r• 7 = Prepared By: SIDELITE LITEFRAME TOP & BOTTOM. FROM THE LEFT: ONE (1) SCREW AT 4.43757. ° L0.250" MAX. 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE SHIM :: T T rir USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 1.50" MIN. 10. USE ITEM /51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD &JAMBS. USE ITEM /25 WHEN INSTALLING INTO SILLS. EMBED. '� RA.4 % BUILDING DROPS, INC. 10 CH Phone: 954-399-8478 MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE �• nM �y q1 . 29578 Fax: 954-744-4738 9-11-01 N.T.S. JWJ er: S. SAFFELL NC No.: S-2104 _�L or 8 MAX. D.A. FRAME WIDTH SEE DETAIL 2 ON THIS SHT. SEE DETAIL 4 ON THIS SHT. 6.00' .00' TYP. 12.50" 6.00" TYP. .00" TYP. TYP. 6 TYP. I III III I 7.375" s1 s1 � T1P. TYP. 31" 5 SPACES ® 13.85" SEE DETAIL 5 81.25" — r ON THIS SHT. — MAX. r O.A. / 1 FRAME 5.50" I I HEI HT I — — 31' 36.625' 16 TYP. II 00" TYP. 12.125' 6.00 7.00" ttP. TYP. i SEE DETAIL 3 ON THIS SHE DOUBLE DOOR WITHOUT SIDELTTES ANCHOR LOCATIONS VIEWED FROM INTERIOR 25 16 14 27 SEE NOTE 7 SHEET 4 / \ 41 / O \ /�/ \ \ o 6 ` � 6 / 41 DETAIL 2 - A HEAD JAMB DETAIL 3 - A THRESHOLD DETAIL 4 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR 81.25- MAX. O.A. FRAME L-�52- / DETAIL 5 STRIKE PLATES TO ASTRAGAL SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR � 4 SHEET 4 _ *, / : ro 52 DETAIL 6 BSI STRIKE PLATES TO JAMB rarE SEE DETAIL 4 ON THIS SHE 0 �j ca m o v� Z 2 usM Z a Q N W W�o°po Vi I�a .15' MIN. o C-SINK. N � z � I o0 16 51 25 \� SEE NOTE 10ON 1111.10 SHEET 4 — 1 DETAIL 7 N O N O^ a " "',140UNTERSINK FOR INSTALLATION ANCHORS CIF y p DATE: 9-11-01 7 O Prepared By: SC&E: N.T.S. DWG. eY: JWJ GHK. er: S. SAFFELL T : Q P ' ` DRAWING NO.: "q, . T BUILDING DROPS, INC. S-2104 Phone: 954-399-8478 SHEET 5 OF 8 Qn nwa Fax: 954-744-4738 81.15" MAX. G.A. FRAME .00" MAX. O.A. FRAME SEE DETAIL 2 ON SHEET 5 4.50" TYP. 1641. TYP. 3.00" 00 IYP. 13.41" TYP. 3.00" .00' TYP. 3.00" TYP. lYP 00' 00" TYP. 6 TYP 5 SPACES ® 13.85" I II I III III i t II I 51 51 TYP. TYP. SEE NOTE 5 25 ON SHEET 4 SEE DETAIL 5 ON SHEET 5 5.50'I 2s I II 36.625" 7YP. 1 1 I 1 1 1 3.00' >Y L3: 0" � lfJ 7:�0� TP: SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR WITH SIOELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE DETAIL ON SHEET 6 TYP. 5 SPACES ® 13.85 VIEWED FROM SEE DETAII ON SHEET Prepared By: BUILDING DROPS, INC. �. Phone: 954-399-8478 Fax: 954-744-4738 0 m t1 � o uz ZoCvi� W W LL 00 c Y a SCALE: N.T.S. M. eY: JWJ aac. av: S. SAFTELL S-2104 6 of 8 rn EXTERIOR 50 V m o H 0.125" MIN. ? ¢ vS TEMP. GLASS 2 w Go ICKNESS 0.50" INTERIOR GLASS BITE 17 29 50 29 46 50 38 23 SEE NOTE 2 ON SHT. 4 EXTERIOR 0.500" MIN. GLASS THK. 0.125" TEMP. GLAZING DETAIL 1 0.250" AIR a J ODL LITE FRAME SINGLE PANE GLASS SPACE Y a 1/8" TEMPERED GLASS SPARTECH a z = z POLYCOM PP5530 C13 m 0.125" TEMP. 0.50 INTERCEPT GLASS j INTERIOR GLASS STEEL SPACER m BITE 50 a m a 50 45 49 SEE NOTE 8 17 29 29 48 ON SHT. 4 5 3 > ? $ EXTERIOR 0.125" TEMP. GLAZING DETAIL 2 � N S w GLASS TRINITY LITE FRAME w w w 1/2" INSULATED TEMPERED GLASS o LUPOY EU-5007 zo z 1.000 MIN. i A CLASS THK. 0.750" AIR SPACE 45 0 0 o z NOTE• ¢ ¢ 8 P� .75" x .50" INTERC T 0.125" TEMP. o o ALL GLAZING CONFIGURATIONS INTERIOR STEEL SPACER GLASS SHALL COMPLY WITH SAFETY 0.50" GLAZING REQUIREMENTS OUTLINED GLASS IN FBC SECTION 2406. BITE ,`,��nnurrrr�� 50 47 49 SEE NOTE 8 � ES F. ty ON SHT. 4 GLAZING DETAIL 3 � � ' = � � scNe N.T.S. 7 � Prepared By: TRINITY LITE FRAME _ * . * _ DWG. er: JWJ I" INSULATED TEMPERED GLASS = T T r = Q cNx. BY: S. SAFFELL LUPOY EU-5007 : �p '•. p ® DRAWING NO.: BUILDING DROPS, INC. $-2104 Phone: 954-399-8478 rcRC xae�e Fax: 954-744-4738 sN�r --L or 8 1.670" -{ 1.670" 1.670" 1.670" 4.5625" 2.188" 0.750" g1.210' //j// 1.000" 1.000" 1.042" 1.250' �� L //��/ 0.500. - t � DOOR BOTTOM RAIL DOOR HINGE STILE JAMm 12 24GA (0.021) STEEL 13 FINGER JOINTED PONDEROSA O7 DOOR LATCH STILE 11 DOOR LVLTO RAIL 2 3 FINGEROD JOINTED ? O � N PINE WOOD 4 44 PONDEROSA PINE W Y = Do 3g�Q Q -{ 0.513" 0.125' W ^ S = c7 �c a 1.645" 0.529' 0.51.544' 1.544" 1.586" 0.380" 00" -. 0.831" II I 0.140" 1.750" -1 F-- 1.750' -1 1.752" -I c 0.530" 2.521" 2.519' 2.621 " 1' gg 33 CORNER BLOCK FOR 10 COMPRESSION WEATHERSRTIP 45 1 " I.G. TRINITY LITE FRAM 47 1" I. I AM 38 8" S.G. 0 ITE FRAME 8� z STEEL BOTTOM RAIL SCHLEGEL 0-LON ODS 650 FL PROP. POLYPROP. POLYPROP. Z MOF x 3.0" LONG TRINITY PLASTIC LITE KIT MATERIAL TRINITY PLASTIC LITE KIT MATERIAL ODL PLASTIC LITE KIT MATERIAL a 1.500" APPROVED UNDER NOA /07-0828.01 APPROVED UNDER NOA r)07-0828.01 APPROVED UNDER Na ax10-1209.01 i &&L4 1.250' 1.109" r 0.868" z 0.482" ® 0.375" W 0.585" 0.375' 0.624' F® O 101 3/8' QUARTER ROUND o O 1�36 ❑ 32 SIOELITE STO1."0.675 PINE 2.040' 0 < 1.750" ASTRAGAL HAS TWO 0.3125" 2.500" 2.137"1.012 O O a a DLA. x 9' LONG BOLTS, O I O 1.025" -1 1.375" r L O O LL:Oj 1 ON TOP, 1 ON BOTTOMI 11 I ~ I I -{ 1.381 ® 0 0.097' II - �- 4.000" -{ F------"-� ASTRAGAL (IMPERIAL) ASTRAGAL STRIKE PLATE DOOR LATCH STRIKE PLATE DOOR LATCH DEAD x o 8 MULLION CAP HAGER STEEL BUTT HINGE o 40 6063-T6 ALUMINUM 41 (IMPERIAL 0.125' STEEL) 52 STEEL 53 BOLT STRIKE PLATE 28 PINE (81.25" LONG) 5 4" x 4" x 0.097" THK. STEEL w w STE 11.875" OIA. VARIES WITH HARDWARE USED 0 WOOD LOCK BLOCK 15 FINGER JOINTED PONDEROSA PINE 4.000" �1.710'-{ ` 1.000" 0.582' I, AR MP FA TH H 8 Ep ALUMINUM - BY PEMKO �� ESfYOW.WOOD INSERT 7 Prepared By: + T T Q j 0 P..` (V ` �� Rw.0 �� BUILDING DROPS, INC. s4��CH Phone: 95-744--8478 FeFc gyp{_ z4pyN 20578 Fax: 954-744-4738 o W cs i opoZ�i W W 3 /��/ DATE: 9-11-01 5 N.T.S. DWG. BY: JWJ cHx. ev: S. SAFFELL DRAWING NO.: $-2104 SHEET 8 OF 8 NOTICE OF PRODUCT CERTIFICATION CXRTVk, Ace Company: JELD-WEN Exterior Doors Certification No.: NIO11082-R1 3737 Lakesport Drive Certification Date: 05/01/2012 . s Klamath Falls, OR 97601 Expiration Date: 08/31/2019 I Revision Date: 05/05/2015 yeti Product: "Energy Saver/Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelite (wood frame) Specification: TAS 201/202/203-94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertirication.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or Outswing or Opaque Maximum Size Pressure Pos/Neg Test Pressure Impact Rated Drawing Number & Comments X Single O/S Opaque 3'2" x 6' 10" +66/-70 10.0 psf Yes CTLA-696W Max Panel Size: 3'0" x 6'8" Installation Details: S-2104 1-8 OX/XO Single w/Sidelites g O/S Door -Opaque Sidelite-Glazed 4'5" x 6' 10" +66/-70 10.0 psf Door -Yes Sidelite-No CTLA-696W Max Panel Size: 3'0" x pe Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S-2104 1-8 OXO Single w/Sidelites g O/S Door -Opaque Sidelites- 5' 10" x 6' 10" +66/-70 10.0 psf Door -Yes Sidelites-No CTLA-696W Max Panel Size: 3'0" x pe Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Glazed Installation Details: S-2104 (1-8) XX Double O/S Doors -Opaque 6'3" x 6'10" +57/-57 8.55 psf Doors -Yes CTLA-696W Max Panel Size: 3'0" x 6'8" Installation Details: S-2104 1-8 OXXO Double w/Sidelites O/S Doors -Opaque Sidelites- 8' 11" x 6' 10" +57/-57 8.55 psf Doors -Yes Sidelites-No CTLA-696W Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Glazed Installation Details: S-2104 (1-8) National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: BUILDING DROPS A Perfect Solution in Every Drop /(2 Certificate of Authorization: 29578 Product Evaluation Report Of 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Opaque Outswing Impact Door Units With & Without Non -Impact Sidelites for Florida Product Approval Report No. 3398 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Contours Steel Door, Wood Edge Steel/Wood 107" X 81.25" (Maximum) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 02/02/2015 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F. Norero, P.E. '1 11111111 Reason: I am approving this document Hermes F. Norero, P.E. Date: 2015.02.1812:18:39-05'00' Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: Product Name: JELD-WEN, inc. Exterior Doors Swinging Exterior Door Assemblies State Product Approval Method (1)(a) Contours Steel Door, Wood Edge 107" X 81.25" (Maximum) Date: 02/02/2015 Report No: 3398 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, inc. based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions 5-2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this door product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non -Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing 5-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions 5-2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 02/02/2015 Report No: 3398 Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA1789) 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84-08 Report#: 3113726SAT-001 R1 Report Date: 03/13/2009 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be equivalent. All materials test results meet minimum requirements of the current FBC including HVHZ provisions. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: Date: 02/02/2015 Report No: 3398 A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (S-2104) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, Ono X, OXO, XO, OX Positive 57 PSF* Positive 66 PSF* Outswing Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 Kidde ).. 'A Combination Smoke and Carbon Monoxide Alarm )° <C_ Sealed Lithium Battery Por%ver 4'�` Description The Kidde P3010CU is a 10-year, sealed battery, smoke and carbon monoxide alarm with a voice warning system that features photoelectric and electrochemical sensing technology with Smart Hush feature. This combination alarm combines the detection capabilities of a photoelectric sensor with that of an electrochemical sensor, which is used to detect CO. When either sensor notices a potential hazard, it will communicate with the other. Depending on what is detected, the alarm will adjust its smoke sensitivity in order to better discriminate between a real hazard and a false one. This constant communication enhances the alarm's overall performance and significantly reduces the potential for a nuisance alarm. The voice warning system announces "Fire", or "Warning, Carbon Monoxide" to help eliminate any confusion and clearly warn you and your family of a smoke or carbon monoxide danger. The sealed in lithium battery will power the unit for the entirety of its 10 year life, eliminating the need for battery replacement and worry about unauthorized battery removal. The alarm provides continuous protection from smoke and carbon monoxide, even during power outages. The alarm will automatically activate when it is attached to the mounting bracket, there are no pull -tabs, no switches, everything is automatic At the end of alarm life, the unit will chirp, indicating the alarm is in need of replacement. The customer can use a simple tool such as a screwdriver to deactivate the unit, stopping the chirp and making it safe for disposal. Leading authorities recommend that both ionization and photoelectric smoke alarms be installed to help ensure maximum detection of the various types of fires that can occur within the home. Ionization sensing alarms may detect invisible fire particles (associated with fast flaming fires) sooner than photoelectric alarms. Photoelectric sensing alarms may detect visible fire particles (associated with slow smoldering fires) sooner than ionization alarms. Worry -Free Ten Year Sealed Battery Smoke Alarms Model P3010CU Features and Benefits • Combination Smoke and Carbon Monoxide Alarm — Smoke and CO sensing technologies work together to detect real fires faster and reduce nuisance alarms. • Voice Alarm — Announces the hazard type detected thereby helping to speed up the correct reaction. Alarm announces "Fire!" when a smoke or fire hazard is detected and announces "Warning Carbon Monoxide" when a CO hazard is detected. • Sealed -In Lithium Battery — Sealed -in lithium power supply; no battery replacement required over the 10 year life of the alarm. Eliminates worry about battery removal or unauthorized deactivation of alarm. • Photoelectric Sensor — Smoke alarm contains advanced photoelectric sensor that may detect visible particles (associated with smoldering fires) sooner than ionization alarms. • Self Activation — Alarm automatically activates when attached to the mounting bracket. • Test/Hush Button — Tests alarm circuitry and activates Hush features. • Smart Hushm — Temporarily silences nuisance alarms for approximately 9 minutes and will not allow hush mode unless the unit is in alarm mode. • LED — Red LED will blink in conjunction with the alarm sound. • End of Life Warning — Alarm chirps twice every 30 seconds to indicate the unit is in need of replacement. • End of Life Hush® — End of life indication can be silenced three days at a time up to 30 days to allow for alarm replacement at RtIMipo SIGNALING a more convenient time. u • UL217 and UL2034 Listed 10 • 10 Year Limited Warranty �94R Ar1� LISTED See user guide for additional important information. Architectural and Engineering Specifications The combination smoke and carbon monoxide alarm shall be Kidde model number P3010CU or approved equal. It shall be powered by a non -replaceable lithium battery with a 10-year life. The lithium battery shall be sealed in the unit to prevent removal and/or tampering. The unit shall incorporate a photoelectric smoke sensor and an electrochemical carbon monoxide sensor. The CO sensor shall be of a fuel cell design and provide accuracy of +/- 20% + 15 PPM. The temperature operating range shall be between 40°F and 100°F WC and 38°C) and the humidity oper- ating range shall be 10%-95% non -condensing relative humidity. The alarm can be installed on the surface of any wall or ceiling following the UUManufacturer's approved placement guidelines. The alarm shall incorporate an automatic activation feature that will activate the unit as soon as it is attached to the mounting bracket, no other steps are involved. The alarm shall include a test button that will electronically simu- late the presence of smoke and CO and cause the unit to go into both modes of alarm. This sequence tests the unit's electronics to ensure proper operation. The CO sensor will not alarm to levels of CO below 30 PPM and will alarm in the following time range when exposed to the cor- responding levels of CO. 70 PPM CO Concentration 60 — 240 Minutes 150 PPM CO Concentration 10 — 50 Minutes 400 PPM CO Concentration 4 — 15 Minutes The alarm shall include a piezoelectric horn that is rated at 85 decibels at 10 feet. For a CO incident, the horn will sound in the repetitive manner — 4 quick beeps, voice message "Warning! Carbon Monoxide", 4 quick beeps. In a smoke incident, the horn sounds 3 long beeps, voice message "Fire!", 3 long beeps, repeating. The red LED will flash in conjunction with the alarm sound. See User Guide for details regarding voice warning for low battery condition. The unit shall indicate a low battery condition with a brief alarm chirp every 60 seconds and LED flash once every 30 seconds. In standby condition, the LED will flash every 60 seconds for the first 10 minutes following power on or test, and once every 10 minutes thereafter. It will also flash every 10 seconds while in Hush mode. The smoke alarm shall include an End of Life Alert, where ten years after initial power -up the unit shall chirp two times every 30 seconds to indicate the alarm needs to be replaced. The End of Life indication can be silenced for 3 days at a time for Ordering Information Ordering Pack Number UPC 12 of 5 Config a maximum of 30 days. The unit shall have a deactivation switch to disable it and make it safe for disposal. The unit shall at a minimum meet the requirements of UL217, UL 2034, NFPA 72. The State of California Fire Marshall, NFPA 101 (One and two family dwellings), Federal Housing Authority (FHA), Housing and Urban Development (HUD). It shall also include a 10-year manufacturer's limited warranty. Technical Specifications Model: P3010CU Power Source: Sealed Lithium Battery Sensor: Smoke: Photoelectric CO: Electrochemical Audio Alarm: 85dB at 1 Oft Temperature Range: 40°F (4.4°C) to 100°F (37.8`C) Humidity Range: 10%-95% non -condensing relative humidity (RH) Size: 5.22" in diameter x 1.6" depth Weight: 1 lb. Interconnects: No Warranty: 10 year limited Acwnvs t a�aa�oinm[w.wi '�N � O� *u dd �w Dimensions (w x d x h) Cartons/ Pack Qty inches Weight Pallet 21026065 0-47871-26065-2 100-47871-26065-9 Clam 3pk 8 x 9.5 x 11.5 1.35 225 Distributed by: 1016 Corporate Park Drive Mebane NC 27302 1-800-880-6788 www.Kidde.com P/N: KL-P3010CU sheet rev. 01-2015 i�'i r �, z Kidde RREX r r 0 AC Wire -in Comb ration Carbon Monoxide & Photoelectrr" ke Alarm - 120VAC Direct Wire with Battery Backup - AlarmlVoice message warning system X - Front loading battery Part Number 21007624 Model KN-COPE-1 Description The Kidde Front -Loading Smoke and Carbon Monoxide alarm (part # 21007624) offers protection from two hazards — fire and CO — in one unit. Sold under the FireX brand, this AC -wire with battery backup alarm emits a beeping tone followed by a voice warning that clearly announces the danger by saying, "Fire! Fire!" or "Warning! Carbon Monoxide!". The uniquely designed front - loading battery compartment makes battery replacement quick and easy, and ensures proper installation. Manufactured with photoelectric sensors for detecting smoke and fire, this alarm also includes the world's most accurate CO sensing technology based on claims by major manufacturers. Alarm Warnings Fire: The red LED will flash and be accompanied by three long alarm beeps followed by a verbal warning message "FIRE! FIRE!". The alarm will repeat pattern until unit is reset or smoke is eliminated. Carbon Monoxide: Four short alarm beeps followed by a verbal warn- ing "WARNING! CARBON MONOXIDE!" This continues until the unit is reset or the CO is eliminated. Low Battery: One chirp followed by warning "LOW BATTERY". The red LED light will flash. This pattern will continue every minute for the first hour. After the first hour the red LED light will flash once every minute accompanied by the chirp sound. The "LOW BATTERY" warning will only sound once every fifteen minutes. Voice Hush Indication: "HUSH ACTIVATED" and "HUSH CANCELLED" voice announcement Alarm Memory: The green LED will blink once every 16 seconds to alert a user when the unit has alarmed for smoke or has detected a concentration of CO. If the alarm has detected a CO level of 100ppm or greater, when the Test/Reset button is pressed the unit will announce "CO PREVIOUSLY DETECTED". uM SIGNALING If the alarm has detected abnormal levels �P� /;F of smoke since its last test, it will produce three rapid beeps. & eR a� LISTED Features and Benefits • AC -Wire with battery backup — Powered by home's electricity in order to provide continuous protection. An included 9V battery protects during short-term power outages. • Front -Loading Battery — Speeds up replacement by eliminating the need to remove the unit from the ceiling or wall. • Unique Battery Door Design — Will not close if battery is not installed properly. • Voice Warning — Supplements warning from the traditional 85-decibel alarm by clearly stating the danger present, fire or carbon monoxide. • Photoelectric smoke sensor — May detect visible fire particles associated with slow smoldering fires sooner than an iodization sensor. • Electrochemical CO sensor — Provides accurate and continual CO protection during the product's life, remains stable during temperature and humidity changes and resists reactions to household gases that may cause false readings or reduce sensitivity. • Smart Touch Button — One button performs the following functions: —Activates the Hush® feature to temporarily silence nuisance alarms (will announce "Hush mode activated," or "Hush mode cancelled.") — Simultaneously tests the unit's electronics and verifies proper operation —Activates the peak level memory feature (will announce "CO previously detected" if unit has detected levels of 100 ppm or higher) —Resets the unit during a CO alarm (Unit will re-enter alarm within 6 minutes of reset if 70ppm or more of CO is present). —Silences a low battery chirp for up to 12 hours —Silences the end of life chirp for two days • Tamper Resistant — Unit will lock to mounting bracket and battery door will lock to deter theft or tampering. • Green LED — Will flash every 30 seconds to indicate proper operation. • Red LED — Flashes in conjunction with the alarm sounding. • End of Life Signal — Seven years after initial power, the unit will "chirp" twice every 30 seconds to indicate the need to immediately replace the alarm. • Low Battery Signal — Will chirp every minute and red LED will flash to indicate low battery condition. • Interconnectable — Will interconnect with up to 24 other devices (18 of which can be initiating) including smoke, CO and heat alarms. Installation of Smoke Alarm The combination alarm should be installed to comply with all local codes having jurisdiction in your area, Article 760 of the National Electric Code, and NFPA 72. Make certain all alarms are wired to a single, continuous (non -switched) power line, which is not protected by a ground fault interrupter. A maximum of 1000 ft. of ware can be used in the interconnect system. Use standard UL listed household wire (18 gauge or larger as required by local codes). Architectural and Engineering Specifications The combination smoke and carbon monoxide alarm shall be Kidde Unit Number KN-COPE-I (part number 900-0213) or approved equal. It shall be powered by 120VAC, 60Hz source with a 9V battery backup. The temperature operating range shall be between 40°F and 100°F (4°C and 38*C) and the humidity operating range shall be 5% - 85% relative humidity. The unit shall incorporate a photoelectric smoke sensor with nominal sensitivity of 2.05%/ft. The CO sensor shall be of a fuel cell design and shall meet the sensitivity requirements of Underwriters Laboratories UL2034 Single and Multiple Station Carbon Monoxide Detectors. The unit shall qualify for UL-approved wording on the package: "World's Most Accurate Carbon Monoxide Alarm—. The combination alarm can be installed on the surface of any wall or ceiling following the UL/ NFPA/Manufacturer's recommended placement guidelines. The alarm can be installed on any standard single gang electrical box, up to a 4"octagon junction box. The electrical connection (to the alarm) shall be made with a plug-in connector. The unit shall provide optional tamper resistance that deters removal of the unit from the wall or ceiling. No additional pieces shall be required to activate this feature. A maximum of 24 Kidde devices can be interconnected in a multiple station arrangement. The interconnect system must not exceed the NFPA (National Fire Protection Association) limit of 18 initiating devices, of which 12 can be smoke alarms. with 18 initiating devices (smoke, heat, CO, etc), interconnected, 4 is still possible to interconnect 6 strobe lights and or relay modules. The alarm shall include a test button that will electronically simulate the presence of smoke and CO and cause the unit to go into both modes of alarm. This sequence tests the unit's elec- tronics to ensure proper operation. The CO sensor will not alarm to levels of CO below 30 ppm and will alarm in the following time range when exposed to the corresponding levels of CO. 70 ppm CO Concentration 60 - 240 minutes 150 ppm CO Concentration 10 - 50 minutes 400 ppm CO Concentration 4 - 15 minutes The combination alarm shall have two methods of warning for danger. a piezoelectric horn that is rated at 85 decibels at 10 feet and a voice warning that identifies the danger. For a CO inci- dent, the horn will sound in the repetitive manner - four (4) fast beeps, a short pause, four (4) fast beeps, a short pause. In between, the unit will announce "Warning Carbon Monoxide!" In a Smoke incident, the horn will sound in the repetitive manner - three (3) beeps, a pause, three (3) beeps, a pause. In between, the unit will announce "Fire! Fire!" The unit shall incorporate 2 LED's. A green LED will be steady on when AC power is present, flash every 30 seconds when in the FUSE OR CIRCUIT BREAKER BLACK — CONNECTOR First saR Addftion .1 �.L2tnAddRio I Me— Alarm Optimal Accessory . battery only mode, every 16 seconds to indicate alarm memory, and every 2 seconds to indicate the Hush" mode is active. A red LED will flash in unison with the sounder pat- tern. The unit shall include the Smart HushTM feature that silences the unit for approxi- mately 8 minutes if a nuisance alarm condition occurs. The Green LED on the alarm will flash every 2 seconds while in Smart HushTM and will automatically reset itself. It also pro- vides voice annunciation of "Hush Activated" when Smart HushTM is activated and "Hush Cancelled" when the Hush cycle ends. The unit shall also indicate a low battery warning utilizing each of the following methods: a brief alarm chirp, the voice announcement of "Low Battery!" The unit shall at a minimum meet the requirements of UL 2034, UL217, NFPA72, (chapter 11 2002 edition) The State of California Fire Marshall, NFPA101 (One and two family dwellings) Federal Housing Authority (FHA), Housing and Urban Development (HUD). It shall also include a 7-year manufacturer's limited warranty. *Claim approved by UL, based on manufacturer's reported testing. Technical Specifications Part Number: 21007624 Model: KN-COPE-1 Power Source: 120VAC, 60Hz 25mA max per alarm 9V battery backup Smoke Sensor: Photoelectric CO Sensor: Electrochemical Audio Alarm: 85dB at 1Oft Temperature Range: 40T (4.4°C) to 100T (37.8*C) Humidity Range: 5%-95% relative humidity Size: 5.79" in diameter x 1.85" depth Weight: .71b Wiring: Quick connect plug with 8" pigtails Interconnects: Up to 24 Kidde devices (of which 18 can be initiating) Warranty: 7 year limited 1.85" RED 10 CONNECTOR Y Ordering Information Individual UPC: 0-47871-07624-6 *not for sale by individual unit Ordering Dimensions Cases/ Cases/ Layers/ Skid Units/ Number 12 of 5 Pack Quantity (w x d x h inches) Weight Skid Layer Skid Weight Skid n/a n/a individual* 5.8 x 2 x 5.8 .71b n/a n/a n/a n/a n/a 21007624 100 47871 07624 3 Master Pack (6 units) 6.5 x 13.6 x 6.25 5.6lbs 126 21 6 706lbs. 756 �l�� . Distributed by: J Kidde MR 1016 Corporate Park Drive AVIL Mebane NC 27302 1-800-880-6788 www.Kidde.com KL-21007624-B sheet rev. 5-2010 BRk34N MODELS 678, 679 & 680 FAN/LIGHTS Quality and double -duty at each installation location. FEATURES GRILLE: • Matte white polymeric - blends well with any decor • Built-in light -diffusing lens accepts up to 10OW incandescent lamp. Bulb not included. BLOWER: • Plug-in, permanently lubricated motor • Polymeric blower wheel HOUSING: • Rugged, 26-gage galvanized steel construction • Sturdy key -holed mounting brackets for quick, accurate installation • Tapered, polymeric duct fitting with built-in backdraft damper for easy, positive duct connection and no metallic clatter Model 2677H & 3677H: Rough -in housings for 2678F, 2679F, 2680F finish assemblies (packed 4 per carton). 3677H housings include slide channels and mounting brackets. NOTE: For installation in ceilings up to a 12/12 pitch. U.L. Listed for use in insulated ceilings (Type I.C.) U.L. Listed for use over bathtubs and showers when connected to a GFCI protected branch circuit Use supply wiring rated for at least 90° C SPECIFICATIONS SPECIFICATION SHEET TYPICAL SPECIFICATION Fan/Light unit shall be Broan Model 678 (679) (680). Unit shall have galvanized steel housing with dual integral mounting brackets. It shall be ducted to a roof or wall cap. Blower assembly shall be removable and have a permanently lubricated motor. Air delivery shall be no less than and sound level no greater than valves listed in the "Specifications" chart on this sheet. Air and sound ratings shall be certified by HVI. Lamp shall be 10OW maximum incandescent. Unit shall be U.L. Listed for use over bathtubs and showers when connected to a GFCI protected branch circuit. Unit shall be U.L. Listed foruse in insulated ceilings (Type I.C.). MODEL VOLTS AMPS' STATIC PRESSURE SONES CFM DUCT 678 120 1.6 0.10 0.25 2.5 50 39 4" Round 679 120 2.0 0.10 3.5 70 4" Round 680 120 2.2 0.10 4.0 100 4" Round 'Total Connected Load ® . HVI-2100 CERTIFIED RATINGS comply with new testing technologies and U� ��'� procedures prescribed bythe Home Ventilating Institute, for off -the -shelf products, as they are available to consumers. Product performance is rated at 0.1 in. static o pressure, based on tests conducted in a state-of-the-art test laboratory. Sones are CERTIFIED a measure of humanly -perceived loudness, based on laboratory measurements. Broan-NuTone LLC Hartford, Wisconsin www.broan.com 800-558-1711 REFERENCE QTY. REMARKS Project Location Architect Engineer Contractor Submitted by Date 01K 99042917F w ZV850SPSS�� GE Monogram° 36" Stainless Steel Island Hood ,k:��' Dimensions and Installation Information (in inches) This vent hood may be vented to the outdoors or it can be installed for recirculating operation. All necessary parts for recirculating operation are supplied with the hood. No kits required. A decorative duct cover is provided to cover the duct from the top of the hood to a 7'11" to 87" ceiling for vent mode 011" for recirculating mode). Accessories: An optional stainless steel duct cover is available for 87' to 10'1" ceiling heights for vent mode (10'4" for recirculating mode). Order ZX8510SPSS optional duct cover at the same time as the vent hood and have on site before installation. Dimensions and Clearances: The vent hood should be installed 24" min. and 30" max. above the cooking surface, dependent on the ceiling height. The cooking surface should be at least 36" above the floor. Installation will be easier if the vent hood is installed before the range or cooktop/countertop is installed. This hood can be installed over a Monogram electric or gas cooktop. It cannot be installed over a Monogram professional rongetop or range. Installation Information: Before installing, consult installation instructions packed with product or available on monogram.com for current dimensional data. Note: Installation height should be measured from the cooking surface to the lower edge of the hood. For answers to your Monogram® GE Profile" or GE® appliance questions, visit our website at geoppliances.com or call GE Answer Center® service, 800.626.2000. 0 imagination at work 35-3/8" (excluding utensil rods) 36-1/2" (including utensil rods) 27-1/2" 24" to 30" *Height to Ceiling 8-1 /4" The exact installation height is determined by the ceiling height and duct cover trim strips provided with the hood. For optimum performance, the hood must be installed 24" min. and 30" max. above the cooking surface. U Listed by Underwriters ® Laboratories Specification Revised 6/11 130680 ZV850SPSS GE Monogram° 36" Stainless Steel Island Hood Features and Benefits • Stainless steel design with graceful curves and lines creates a distinct appearance that enhances any kitchen • 350-CFM, four -speed fan provides the power necessary to capture smoke and fumes produced by high-performance cooking equipment • Four halogen lights offer six levels of intensity, from ambient to low/night illumination, to meet different needs • Three removable filters trap airborne grease particles and are dishwasher -safe. An indicator light signals when the filters need cleaning • A timer can be set for the fan to automatically shut-off after 5, 10 or 20 minutes of operation • An optional recirculating kit (included) can be installed for internal ventilation • Model ZV850SPSS - Stainless steel 0 imagination at work Specification Revised 6/11 130680 Monogram 36" Island Vent Hood Model# ZV850SPSS FEATURES Blower Levels Control Type Cooktop Lighting Damper in Transition Exhaust Options Filter Cleaning Reminders Lighting Levels Recirculating Capable Removable Stainless Steel Filters Time Delay Shut -Off Variable Speed Fan Vertical Exhaust Blower Rating (CFM) • Stainless steel design - graceful curves and lines creates a distinct appearance that enhances any kitchen • 350 CFM, four -speed fan - provides the power necessary to capture smoke and fumes produced by high- performance cooking equipment • Four halogen lights - Offer six levels of intensity, from ambient to low/night illumination, to meet different needs • Three removable filters - Trap airborne grease particles and are dishwasher -safe. An indicator light signals when the filters need cleaning. • Timer - Can be set for the fan to automatically shut-off after 5, 10 or 20 minutes of operation • Optional recirculating kit (included) - Can be installed for internal ventilation Have more questions? Please contact 1-800-626-2005 Afoi? 4 Including Boost Electronic 8 Pushbuttons 4 Halogen Yes 6" Round Duct (Extends to 8' Ceiling) Yes 6 Yes, Included 3 Yes Yes 350 Monogram 36" Island Vent Hood Model# ZV850SPSS APPROXIMATE DIMENSIONS (HxDxW) • 41 1/2 in x 27 1/2 in x 36 1/2 in WARRANTY • Labor Warranty - Limited 1-year entire appliance • Parts Warranty - Limited 1-year entire appliance • Warranty Notes - See written warranty for full details F"H'Sve more ques ions? Please conto -80m�' 0�005 =I at* w ad &S.Wnw mwmtwo I " Item" It N.O.W. Valu