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RC-17-1668 (2),SK�S yQ Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 LORLDA (Permit Permit NO. RC-6-17-1668 Permit Type: Residential Construction Worts Classification: Alteration Permit Status: APPROVED Issue Date:11/312017 1 Expiration: 05/02/2018 Project Address Parcel Number Applicant 9701 NE 4 Avenue 1132060170240 Miami Shores, FL 33138-2481 Block: Lot: BRIDGE INVESTMENTS II LLC Owner Information Address Phone Cell BRIDGE INVESTMENTS II LLC 9701 NE 4 Avenue (786)333-9096 MIAMI SHORES FL 33154- 9701 NE 4 Avenue MIAMI SHORES FL 33154- Contractor(s) Phone Cell Phone ALZATE CONSTRUCTION INC (954)599-8434 (305)949-4526 In Review Approved:: In Review Denied: of Construction: REPLACE KITCHEN CABINETS, RE Occupancy: Single Family ies: Exterior: it Setback: Rear Setback: Setback: Right Setback: rooms: Bathrooms: s Submitted: Yes Certificate Status: ificate Date: Additional Info: 1 Return : Classification: Residential Fees Due Amount Bond Type - Owners Bond $500,00 CCF $22.80 CO/CC Fee $50.00 DBPR Fee $17.10 DCA Fee $11.40 Education Surcharge $7.60 Notary Fee $5.00 Penalty Fee $100.00 Permit Fee $1,140.00 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $80.00 Preliminary Plan Review $0.00 Scanning Fee $24.00 Technology Fee $30.40 Work without Permit Fee $1,140.00 Totall I A _ $3,368.30 Valuation: $ 38,000.00 Total Sq Feet: 1000 IAvailable Inspections: Pay Date Pay Type Amt Paid Amt Due Invoice # RC-6-17-64410 11/03/2017 Check#: 1247 $ 3,118.30 $ 250.00 06/27/2017 Check* 1446 $ 250.00 $ 0.00 Bond #: 3547 thorized Si4na&—re: Owner / Applicant / Building Department Copy / I Agent [Inspection Type: Fill Cells Columns Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Review Planning Review Mechanical Review Building Review Building Review Plumbing Review Electrical Review Electrical Review Electrical Review Structural November 03, 2017 ral November 03, 2017 Miami Shores Village Building Department \ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 O Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PE . PPLICATION �UIL �'C�CTRIC ❑ROOFING RECEIVED JUN 27 2017 sa--� IIFBC 201`1 8 co Master Permit No. I_ G1� I Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL [PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 4n I Mr 4 A\1, kAwi Show3 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: (I - --ac(y ^ ©( Is the Building Historically Designated: Yes NO �X Occupancy Type:' 1 -Road Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 62(I -':?. 11 C (C Phone#: q2)6 - 333—ga9 Address: i 6 350 W P��% e)CLq �Q (b o(- Do- .. 3y EA City: �� Gi U Y bO f S�0(\d State: F � Zip:'33 I S4 Tenant/Lessee Name: Phon Email: CONTRACTOR: Company Name: -MZGAt CC`00 AW C() Phonei#i (354 Sq C? PA Address: Ck tS M W I /i VA= H` A Ise City:U(A`4-6 T\� State: IF\ Zip:3�l� Qualifier Name: A oA A\ m-y E Phone#: CtS4 S°(Q( E!f- State Certification or Registration #: G GC Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $1-5a 000 ' Square/Linear Footage of Work: 1 f U o cs -S Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: �n7 a a UC, Submittal Fee $"� d '�� -Permit Fee $ ^ CCF $ 0 CQ/ C $ 60 10 Scanning Fee $ ze Radon Fee $ I) .40 DBPR $ Notary $ ��.�^^.1 d -7• o 0 Double Fee Technology Fee $ . -7 6 Training/Education Fee $ $ Q CPO Structural R1eviews $ 1 Z0 SU I� Bond $ ��` '— perco�. I 10 0 s= TOTAL FEE NOW DUE $ 2� I • 30 (Revised02/24/201k) , 31118.3(1 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which o curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved einspection fee will be charged. It Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this �3 day of z� 20 1-7 by s< 16,ri 61Y1 who is personally known to me or who has produced `�u \ems < «ft— as identification and who did take an oath. NOTARY PUBLIC: Print: `.Iy1cf Seal: The foregoing instrument was acknowledged before --m�e" this day of 1� 20 1 —T by 1, (Q 11 2h is l_n personally known to me or who has produced-fnn \ �'' l2 J— rJ`�'I - 'sq 3 identification and who did take an oath. 414 (�CQx1 NOTARY PUBLIC: Sign: Print: Seal: MY COMIISSION # GG 044602 `N' *• EXPIRES: November 2, 2020 ,tF y PUg, ANDY W DUENAS ro MY COMMISSION # GG 081618 ' ;Fot ito'•' Bonded Thru Notary Public Underwr tars * EXPIRES: March 12, 2021 „ OFF� APPROVED BY 1A Plans Examiner Zoning �r411 Structural Review Clerk (Revised02/24/2014) Property Search Application - OFFICE Miami -Dade County Page 1 of 2 OF ?NF PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-017-0240 Property Address: 9701 NE 4 AVE Miami Shores, FL 33138-2481 Owner BRIDGE INVESTMENTS II LLC Mailing Address � _---_ 10350 W BAY HARBOR 3U BAY HARBOR ISLAND, FL 33154 USA __ . PA PrimaryZone .......... ......-.............._................ ........_ 1200 SGL FAMILY - 2501-2800 SQ Primary Land Use _._ 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half _._........... ____........_........... ... __ __ ._.__..... 3/2/0 Floors 1 Living Units 1 Actual Area 2,392 Sq.Ft Living Area 1,666 Sq.Ft Adjusted Area 1,999 Sq.Ft Lot Size 12,197 Sq.Ft Year Built 1948 Assessment Information Year 2017 2016 2015 Land Value ._._ _._ $365,910 $304,925 $292,728 ..... _....... .......... _ Building Value _.__._._.._...___...._._....__. $139,130 $139,130 _..._....._..___...._....._ $139,130 XF Value $880 $880 $880 Market Value $505,920 $444,935 $432,738 Assessed Value $274,855 $269,202 $267,331 Benefits Information Benefit _._.. Type 2017 2016 2015 _...__....___._ Save Our Homes _......... ......... Assessment $231,065 $175,733 $165,407 Cap Reduction Homestead ........... _. Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description AMD PL OF MIAMI SHORES SEC 4 LOT 11 & SW25FT LOT 10 BLK 87 PB 15-14 LOT SIZE 12197 SQ FT OR 17139-4206 1095 4 Generated On : 6/27/2017 Taxable Value Information 20171 20161 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $224,855 $219,202 $217,331 School Board Exemption Value ... -- ..............._. _ Taxable Value $25,000 .._...._..........._. $249,855 $25,000 ..__... __._.._...._.._._..........._._.....-._......._ $244,202 $25,000 $242,331 C ity Exemption Value $50,000 $50,000 $50,000 Taxable Value $224,855 $219,202 $217,331 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $224,855 $219,202 $217,331 Sales Information Previous OR Book - Price' Qualification Description Sale Pa e 9 30517- 04/26/2017 $500,000 Qual by exam of deed 3562 27046 _............._. 10/05/2009 $350,000 Qual by exam of deed 1492 ....... ......... __ ._... _...... _ 24420- 03/01/2006 $600,000 Sales which are qualified 3644 21501- Sales which are disqualified as a result 07/01/2003 $0 0932 lof examination of the deed 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 Countv assumes no liabilitv. see full disclaimer and User Aareement at htto://www.miamidade.00v/info/disclaimer.asD http://www.miamidade.gov/propertysearch/ 6/27/2017 2017 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT DOCUMENT# L16000139840 Entity Name: BRIDGE INVESTMENTS II, LLC Current Principal Place of Business: 10350 WEST BAY HARBOR DR. 3U BAY HARBOR ISLAND, FL 33154 Current Mailing Address: 10350 WEST BAY HARBOR DR. 3U BAY HARBOR ISLAND, FL 33154 FEI Number: 81-3527122 Name and Address of Current Registered Agent: DE MARINIS, GABRIELA MRS. 10350 WEST BAY HARBOR DR. 3U BAY HARBOR ISLAND, FL 33154 US FILED Apr 26, 2017 Secretary of State CC0790172501 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 Date Authorized Person(s) Detail : Title MGR Title MGR Name AGOPIAN, ALEXIS MR. Name DE MARINIS, GABRIELA MRS. Address 5900 COLLINS AVE UNIT 807 Address 10350 WEST BAY HARBOR DR. APT. 3U City -State -Zip: MIAMI BEACH FL 33140 City -State -Zip: BAY HARBOR ISLAND FL 33154 Title MGR Title MGR Name SILBERSTEIN, JORGE MR Name DMA PORTFOLIO MANAGEMENT,LLC Address 5900 COLLINS AVE UNIT 807 Address 10350 WEST BAY HARBOR DR. APT City -State -Zip: MIAMI BEACH FL 33140 3U City -State -Zip: BAY HARBOR ISLAND FL 33154 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 of 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: MARIA GABRIELA DE MARINIS MANAGER 04/26/2017 Electronic Signature of Signing Authorized Person(s) Detail Date FORK R405-i6014 �`�114-C RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHEt kIS�o 10>> Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include Cil This checklist Q' A Form R405 report that documents that the Proposed Design complies with Section 6666 R405.3 of the Florida Energy Code. This form shall include a summary page : • • • • • • • • • indicating home address, a -ratio and the pass or fail status along with summary .... ...... areas and types of components, whether the home was simulated as a worst-ca�g; • • • orientation, name and version of the compliance software tool, name of individuak... completing the compliance report (1 page) and an input summary checklist that d'W ...... " . ... be used for field verification (usually 4 pages/may be greater). • Display Card :...:. Energy Performance Level (EPL) (one page) SJ Mandatory Requirements(three pages) • • Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCZB v5.1 9/5/2017 8:17:49 PM Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: BRIDGE INVESTMENT Builder Name: Street: 9701 NE 4 AVENUE Permit Office: City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner: BRIDGE INVESTMENT II LLC Jurisdiction: 232600 Design Location: FL, Miami County:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Existing (Confirm 9. Wall Types(1890.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1890.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1583.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1583.00 ft2 6. Conditioned floor area above grade (ft2) 1583 b. N/A R= • • • • ft2 Conditioned floor area below grade (ft2) 0 c. . . - • • 2 .... ...... 11. Ducts • • • R ft2 • 7. Windows(150.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main • • • : • • •6 316.6 • • a. U-Factor: Dbl, U=0.85 94.52 ft2 SH SHGC: SHGC=0.50 • • • • • • :....: b. U-Factor: U=05 41.17 ft2 12. Cooling systems • • • • • • • kBtu/, r • �Efficienc� • SHGC: SHGC=0.50 a. Central Unit • • • • 604 AMR: 16.OG • .. • c. U-Factor: Sgl, U=0.85 12.25 ft2 SHGC: SHGC=0.50 • • • • 13. Heating systems • • E• • • • • • • kBtu/hr fficiency • d. U-Factor: other (see details) 2.50 ft2 a. Electric Strip Heat : • •: •: 34.1 • COP:1.00 .. SHGC: other (see details) • • :...:. ego**: Area Weighted Average Overhang Depth: 1.000 ft. : .•. • ;•.•.; Area Weighted Average SHGC: 0.502 14. Hot water systems • • • • • • • • a. Electric Tankless Cap4 gallons 8. Floor Types (1583.0 sqft.) Insulation Area EF: 0.970 a. Slab -On -Grade Edge Insulation R=0.0 1583.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.095 Total Proposed Modified Loads: 78.40 PASS Total Baseline Loads: 78.59 1 hereby certify that the plans and specifications covered by Review of the plans and TriE ST,g1 this calculation are in compliance with the Florida Energy specifications covered by this = Code. ,`A c calculation indicates compliance with the Florida Energy Code. +++�+,: '�. - ':. �,< <0 PREPARED BY:M� Before construction is completed 61 DATE: this building will be inspected for compliance with Section 553.908 0 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida EnerLgV Code. COD WE T¢� 0 tO OWNER/AGENTI BUILDING OFFICIAL: DATE: DATE: - Compliance requires certified factory-seak - Compliance requires test report in accordarl on b he h2.2.1. ler unit manufacturer that the air handler enclosure qualifies as �� r+Q3rice Checklist in accordance with R402.4.1.1 and an envelope leakage 9/5/2017 9:30 PM -r�, fterg��LWVUSA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: BRIDGE INVESTMENT Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1583 Lot # Owner: BRIDGE INVESTMENT II ILL Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 9701 NE 4 AVENUE Permit Office: Cross Ventilation: County: Miami -Dade Jurisdiction: Whole House Fan: City, State, Zip: MIAMI SHORES, Family Type: Single-family FL, 33138 New/Existing: Existing (Confirmed) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS •••• •••••• Number Name Area Volume • • • • • • •... • • • • • • 1 Blockl 1583 15830 • • • • • • SPACES ...... • . ... ..... Number Name Area Volume Kitchen Occupants Bedrooms Infii b • • Finished • � Cooled * * Mfed 1 Main 1583 15830 Yes 1 3 1 Yes e • #'e s • • +(ee• FLOORS • • • • • • # Floor Type Space Perimeter R-Value Area Tile• Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 190 ft 0 1583 ft2 ---- 1 0 0 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Flat tile/slate 1715 ft2 330 ft2 White 0.96 No 0.9 No 0 22.6 ATTIC Area RBS IRCC V # Type Ventilation Vent Ratio (1 in) 1 Full attic Vented 300 1583 ft2 Y N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Batt 1583 ft2 0.11 Wood 9/5/2017 8:18 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 a FORM R405-2014 WALLS # Ornt Adjacent To Wall Space Cavity Width Height Type R-Va1ue Ft In Ft In Area Sheathing Framing Solar Below R--Val-le Fraction Absor Grade% 1 N Exterior Concrete Block - Int Insul Main 4.1 54 10 540.0 ft2 0 0.75 0 2 S Exterior Concrete Block - Int Insul Main 4.1 54 10 540.0 ft2 0 0.75 0 3 E Exterior Concrete Block - Int Insul Main 4.1 40 10 400.0 ft2 0 0.75 0 4 W Exterior Concrete Block - Int Insul Main 4.1 41 10 410.0 ft2 0 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated Main Metal .46 3 6 6 19.5 ft2 2 N Insulated Main Metal .46 3 6 6 19.5 ft2 3 W Insulated Main Metal .46 3 6 6 19.5 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. "" Wall Overtkq • • • \/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth leppLaligon M de Sne n 1 N 1 Metal Double (Tinted) Yes 0.85 0.5 16.5 ft2 1 ft 0 in 444 in• Drapes4blinds • None . 2 N 1 Metal Double (Tinted) Yes 0.85 0.5 16.5 ft2 1 ft 0 in .4VC Ay DrAWMigds ' None' 3 S 2 Metal Double (Tinted) Yes 0.85 0.5 9.8 ft2 1 ft 0 in �•fL4 Vi• Drages(blin ds *Voq * • 4 S 2 Metal Double (Tinted) Yes 0.85 0.5 10.8 ft2 1 ft 0 in Q•ft 0 in Drapes%bliiads . Abso . 5 S 2 Metal Triple (Tinted) Yes 0.85 0.5 41.2 ft2 1 ft 0 in rfi4 K Drapeslblinds Nofie 6 E 3 Metal Double (Tinted) Yes 0.85 0.5 20.6 ft2 1 ft 0 in �5 ft 0 N DripeAMds •None • 7 E 3 Metal Single (Tinted) Yes 0.85 0.6 2.5 ft2 1 ft 0 in 540 in: Drapes/blimds : jVona: 8 N 1 Metal Single (Tinted) Yes 0.85 0.5 9.8 ft2 1 ft 0 in 5 ft 0 in Drapes/&Us None 9 W 4 Metal Single (Tinted) Yes 0.85 0.5 2.5 ft2 1 ft 0 in 5 ft 0 in Drapes/blinds None 10 W 4 Metal Double (Tinted) Yes 0.85 0.5 20.3 ft2 1 ft 0 in 5 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Default .00057 2366.8 129.93 244.36 .3933 8.9707 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 34.1 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 60 kBtu/hr 1800 cfm 0.75 1 sys#1 9/5/2017 8:18 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM 0405-2014 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.97 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS ---- Supply ---- ---- Return ---- Air CFM 25 CFM25 HVAC # V/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 316.6 ft Attic 79.15 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: 6969 • • CoolingJan HeatinJan [ Feb X Feb [[ ]] Mar [X] Mar [ [ ] Apr ] Apr Ma May [X] Jun X Jul ] Jun Jul X] AugX] 4 ]Aug • 0000 Sep [']Oct ' �']'I�ov E ] SepE�JNovVentin • 0 : 0 4c. Jan [ Feb [X Mar [X] A r [ l Ma E j Jun [ Jul l [ ] Au ]S �[XX]] X Nov �j ]] Thermostat Schedule: HERS 2006 Reference Hours . eve Schedule Type 1 2 3 4 5 6 7 8 t3" 1d 11 Cooling (WD) AM 78 78 78 78 78 78 78 78 86 • . • %0 .. >i0.. PM 80 80 78 78 78 78 78 78 • j$ 78 . 78 71 • Cooling(WEH) AM 78 78 78 78 78 78 78 78 79 : 78. • 78 ..79:• PM 78 78 78 78 78 78 78 78 78. 780 0 9 0 0 d78 0 78 Heating (WD) AM 66 66 66 66 66 68 68 68 • rag : 68.. • 68 990 PM 68 68 68 68 68 68 68 68 68 68 •. 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/5/2017 8:18 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 9701 NE 4 AVENUE, MIAMI SHORES, FL, 33138 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.85 SHGC: SHGC=0.50 b. U-Factor: Tpl, U=0.85 SHGC: SHGC=0.50 c. U-Factor: Sgl, U=0.85 SHGC: SHGC=0.50 d. U-Factor: other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A Existing (Confirm Single-family 1 3 No 1583 Area 94.52 ft2 41.17 ft2 12.25 ft2 2.50 ft2 Insulation R=0.0 R= R= 1.000 ft. 0.502 Area 1583.00 ft2 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts • • • a. Sup: Attic, Ret: Attic, AH: Main ...•.• 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Insulation Area R=4.1 1890.00 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R=30.0 1583.00 ft2 R= 0000 z R= • ft2 ...• •..... R ft2 • :.06�s 316.6••��• •••• •••••• kBtu4ij • •;Viciencys • •••• 60@0 SEER:I6.0S•••• .• .• .• . •.•... • • • • • kBtu/hr . Efficiency • • • • 34.1 COP:1.00 • CSU gallons EF: 0.97 k Pstat yo4Ta>r srgrs WB'&o "Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/5/2017 8:18 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2'014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 9701 NE 4 AVENUE Permit Number: MIAMI SHORES, FL, 33138 MANDATORY REQUIREMENTS See individual code sections for full details. 61 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. (� R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. ••.• • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of nAQx9ceedin95**,. changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 th?bWglt 8;Testinq shajl�be conductecL*ith a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code officiiletattv shall bg;Qrlftcted by an • approved third party. A written report of the results of the test shall be signed by the party conduc tip she test and provided to t a code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. .... • • During testing: ... • • ..... 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond #w intended vyecVtierstrippig% h • other infiltration control measures; • • • • . 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed+but not sealed beyond intended �: infiltration control measures; • • • • 3. Interior doors, if installed at the time of the test, shall be open; ' ;.. •;. """ 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed a9d pealed;' ; • 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and • • • • • • • • • 6. Supply and return registers, if installed at the time of the test, shall be fully open. • O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. Y R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMAANDMA/CSA 101 /I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. O R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. O R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 9/5/2017 8:18 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. O R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls • • • • • • • • 0000 • • • • • • • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic•temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. Thie narnrnaum '. temperature setting range shall be from 100°F to 140°F (38•C to 60•C). """ "" 000000 • • R403.4.4.1.2 Shutdown. A separate switch or a clearly marked circuit breaker shall be providediG permit tte power suppliLio". to electric service systems to be turned off. A separate valve shall be provided to permit the er%W.44plied tDIlTefr♦t'din burr)pj(Sl. of combustion types of service water heating systems to be turned off. • • • • • • • • • • 66600 ' • • • • • R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shaflineVthe minintft efficiencie98f•: • Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisiorm!t:the type of equipment installed Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements far the appropriaie.wate"r. heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. • • ;'"" . . R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production art rand by thW&Wull solar tnergy • factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. dR403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 9/5/2017 8:18 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. • R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the dg %ign� requirements calculated according to the procedure selected in Section R403.6.1. • • • • •••• •••••• • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipmentwOnlural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. .•.•.• '.;.•' 64"„0 O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cool in%%r heating equipm %nt capacItr 9R an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have egeipmen*aiaedoor controlled to prevent continuous space cooling or heating within that space by one or more of the following options:*"*" " 1. A separate cooling or heating system is utilized to provide cooling or heating to the majoj grttgr;inmentegjos. 2. A variable capacity system sized for optimum performance during base load periods is uliliaed• • • •" O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units Aall comply wil seet6s C403 and C404 of the Commercial Provisions in lieu of Section R403. : ."" p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the buikiimg, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 9/5/2017 8:18 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: BRIDGE INVESTMENT Builder Name: Street: 9701 NE 4 AVENUE Permit Office: City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner: BRIDGE INVESTMENT II LLC Jurisdiction: Design Location: FL, Miami COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. V Access openings, drop down stairs or knee wall doors to unconditioned • • • Y attic spaces shall be sealed. • • • • • • • • • Corners and headers shall be insulated and the junction of the foundation . •' ' Walls 80 and sill plate shall be sealed. • The junction of the top plate and the top or exterior walls shall %e seated. /: • .. V ' Exterior thermal envelope insulation for framed walls shall be ins{alleill in : • • • substantial contact and continuous alignment with the air barrier."' •':' 096 Knee walls shall be sealed. • • . •• •• Windows, skylights and doors The space between window/doorjambs and framing and skyli§Ma" • framing shall be sealed. ; ***be • • • • • Rim joists Rim joists are insulated and include an air barrier. '..' .•. ."" Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside ' and cantilevered floors) of subfloor decking. ✓ The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. ✓ Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or ` � unconditioned space shall be sealed. v Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. ✓ Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available y space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be / sealed to the sub -floor or drywall. l/ Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 9/5/2017 8:18 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Poe 1 of 1 Residential System Sizing Calculation Summary BRIDGE INVESTMENT II LLC Project Title: 9701 NE 4 AVENUE BRIDGE INVESTMENT MIAMI SHORES, FL 33138 9/5/2017 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 56 r. Winter design temperature(TMY3 99%) 49 F Summer design temperature(TMY3 99%) 92 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 21 F Summer temperature difference 17 F Total heating load calculation 20669 Btuh Total cooling load calculation 54039 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 165.0 34100 Sensible (SHR = 0.75) 95.1 45000 Latent 222A-41h6000 Total 111 fl 90000 WINTER CALCULATIONS Winter Heatina Load (for 1583 soft Load com onent Load Window total 150 sqft 2685 Btuh Wall total 1681 sqft 4390 Btuh Door total 59 sqft 565 Btuh Ceiling total 1583 sqft 1059 Btuh Floor total 1583 sqft 4708 Btuh Infiltration 166 cfm 3834 Btuh Duct loss 3427 Btuh Subtotal 20669 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 20669 Btuh SUMMER CALCULATIONS Window total 150 sqft 3793 Btuh Wall total 1681 sqft 3554 Btuh Door total 59 sqft 618 Btuh Ceiling total 1583 sqft 1059 Btuh Floor total 0 Btuh Infiltration 125 cfm 2328 Btuh Internal gain 8630 Btuh Duct gain 2314 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 15000 Btuh Total sensible gain 47296 Btuh Latent gain(ducts) 1002 Btuh Latent gain(infiltration) 4741 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 1000 Btuh Total latent gain 6743 Btuh 11AINJf11., .1 EnergyGauge® / USI 0 MecaWind Std v2.2.7.5 per ASCE 7•:1:0. Developed by MECA Enterprises, Inc. Copyright www.mecaenterprisoq.c•m • • Date 7/30/2017 Project No. JobNo Company Name MDS ENGINEERING CORP Designed By MARIO DUANY, P.E.,LIg Ag: Address 7850 SW 132 AVE Description Windows and DoorS iaaltal2ation City MIAMI Customer Name BRIDGE INVESTMENTS IT, J4Ce State FLORIDA Proj Location 9701 NE 4VE MIAMI SNORES • File Location: G:\SHIRLEY MENDOZA\BRIDGE INVESTMENTS-2.wnd • • Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) •••• • Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 2.88 : 12 Slope of Roof(Theta) = 13.50 Deg h: Mean Roof Ht = 13.00 ft Type of Roof = GABLED MULTI -SPAN RHt: Ridge Ht = 16.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 72.00 ft Bldg Width Across Ridge= 50.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 7. STIR �'iCTURAL REv A�_RRCVED.__�.DF�� .... ...... •• •• •••••• • • Kh: 2.01*(Ht/Zg)^(2/Alpha) Kht: Topographic Factor (Figure 6-4) Qh: .00256*(V)^2*I*Kh*Kht*Kd Cpww: Windward Wall Cp(Ref Fig 6-6) Roof Area Reduction Factor based on Roof Area = 0.85 •••••• = 1.00 ' = 33.94 psf = 0.80 •••• = 3702.23 ft^2 ••••� = 0.80 •••••• MWFRS-Wall Pressures for Wind Normal to 72 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall CP Pressure +GCpi (psf) Leeward Wall -0.50 -20.53 Side Walls -0.70 -26.30 • Pressure • -GCpi (psf) 0 • • •• • -8.32 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 16.00 0.86 1.00 0.80 34.41 17.29 29.51 37.82 Windward 10.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Roof Location Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------------------------------------------------- Windward - Min Cp -0.57 -22.55 -10.34 Windward - Max Cp -0.06 -7.84 4.38 Leeward Norm to Ridge -0.44 -18.80 -6.58 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 13.5 Deg, h/l= 0.18 MWFRS-Wall Pressures for Wind Normal to 50 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp --------------- ------ Leeward Wall -0.41 Side Walls -0.70 Pressure Pressure +GCpi (psf) -GCpi (psf) ---------------------- -18.00 -5.78 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 16.00 0.86 1.00 0.80 34.41 17.29 29.51 35.28 Windward 10.00 0.85 1.00 0.80 33.94 16.97 29.19 34.97 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 6.5 ft -0.90 -32.07 -19.86 Roof: 6.5 ft to 13.0 ft -0.90 -32.07 -19.86 Roof: 13.0 ft to 26.0 ft -0.50 -20.53 -8.32 Roof: 26.0 ft to 72.0 ft -0.30 -14.76 -2.55 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/l= 0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) 0 .... ...... .. . . • •••••• ••••0000 • • • r • • ••••• • • • • • • • • • • • •••••• • • • •••••• • •• •• •• •• •• ••••f• • • • • + 9600 Multispan Gable Roof 10 - 6 c- 45 a All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 5.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp paf paf ----------------- H.ROLLER-A ----------------------------------------------------- 1.60 3.25 5.2 4 1.00 -1.10 40.05 -43.45 H.ROLLER-B 3.16 3.25 10.3 4 1.00 -1.10 39.98 -43.38 PRE -HUNG DOOR-1 3.08 6.66 20.5 4 0.94 -1.04 38.18 -41.58 H.ROLLER-C 3.16 3.25 10.3 4 1.00 -1.10 39.98 -43.38 H.ROLLER-D 1.50 3.25 4.9 4 1.00 -1.10 40.05 -43.45 H.ROLLER-E 1.50 3.25 4.9 5 1.00 -1.40 40.05 -53.63 PRE -HUNG DOOR-4 3.08 6.66 20.5 4 0.94 -1.04 38.18 -41.58 S.HUNG-F 1.60 0.75 1.2 4 1.00 -1.10 40.05 -43.45 H.ROLLER-G 3.12 3.25 10.1 5 1.00 -1.40 40.02 -53.56 H.ROLLER-H 2.54 3.25 8.3 5 1.00 -1.40 40.05 -53.63 H.ROLLER-I 1.50 2.00 3.0 4 1.00 -1.10 40.05 -43.45 PRE -HUNG DOOR-3 3.08 6.66 20.5 4 0.94 -1.04 38.18 -41.58 OUT SWING DOOR-2 3.08 6.66 20.5 4 0.94 -1.04 38.18 -41.58 H.ROLLER-J 2.54 3.25 8.3 5 1.00 -1.40 40.05 -53.63 H.ROLLER-K 3.12 3.25 10.1 5 1.00 -1.40 40.02 -53.56 S.HUNG-L 1.60 0.75 1.2 4 1.00 -1.10 40.05 -43.45 H.ROLLER-M 3.16 3.25 10.3 5 1.00 -1.40 39.98 -53.49 MM I®,E MIAMI DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (7W 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). .... This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prodnebtontrule • • 0 • Section (In Miami -bade County) and/or the AHJ (in areas other than Miami -Dade Ebunty) reW"q Tte right • • to have this product or material tested for quality assurance purposes. If this p?o= for mat8Aaf fails tb* perform in the accepted manner, the manufacturer will incur the expense of such"testing and the •AHJ ma*....: immediately revoke, modify, or suspend the use of such product or material within t tg •jurisdi�t4t o o REIte • reserves the right to revoke this acceptance, if it is determined by Miami-Dadry C gtVty Product Contrgj.; . • • Section that this product or material fails to meet the requirements of the applicablflbaiiding code.'.: ...... This product is approved as described herein, and has been designed to comply rilh tte Florida- Building . Code, including the High Velocity Hurricane Zone.- . . . . ..... . ...... DESCRIPTION: Series "SH 7700 (Flange Frame)" Aluminum Single Hung A�indow - LALI. :.... APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange:Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision C dated 09/21/16, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection device (shutters) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-0908.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-1003.01 MIAMIW Expiration Date: December 27, 2021December 15, 2016if(p Approval Date:( Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0 706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision C dated 09/21/16, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading der FBC, TAS'202-94 e Missile FBC TAS 28 94 • **so 2 Large Impact Test per • g P P � 1: .. . 3) Cyclic Wind Pressure Loading per FBC, TAS•3G-94 '..'.' ....:. along with marked -up drawings and installation diagram of ari-Aminum single hung .. .: window, prepared by Hurricane Engineering & Testing, Inc., MfReports Nb.'HETr 09-2530A and HETI-09-2530B, dated 03/02/09, signed ancj;jagd by Ma (Jido 1;.;;;;• Font, P.E. (Submitted under.M4 No. l2,9,-UV6.09)..... 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading ger ff TAS 202-94 • ; 2) Large Missile Impact Test per FBC, TAS 201-94' :...: , • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TAy .261-94 ; • • • • along with marked -up drawings and installation diagram of an aluminum sitrgt hung window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No, HETI-08-2003C, IIETI-08-2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B, BETI-08-2064A & B, dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-082S.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 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-1009.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-09 Man el terez, P.E. Product Co r Examiner NOA No. 16-1003.01 Expiration Date: December 27, 2021 Approval Date: December 15, 2016 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Compahy(MA) for their "Saflex Clear and Color Glass Interlayers" dated OG�1%14, expinng�on •• . •• 05/21/16. • ...... .. . ...... ...... F. STATEMENTS 0• "'0 0' • • • • 1. Statement letter of conformance, complying with FBC-51h Ediiion 9014),.*Mtl of nd':". financial interest, dated September 30, 2016, issued by mqAirer, • §jgjqd an4 : : : : sealed by Thomas J. Sotos, P.E. • • • • • • 2. Statement letter of no financial interest, dated 05/28/09, issued :by mMilhcturen, • • • • signed and sealed by Thomas J. Sotos, P.E. (Submitted undel NOA No. 71-0705.091.... ; 3. Laboratory compliance letter for all Test Reports No. HETI-09-y53aA & ff; is�ged 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) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003C, HETI-08- 2004A, HETI-08-2060A & B, BETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A &B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0406.08) G. OTHERS 1. Notice of Acceptance No. 14-0908.10, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I.", approved on 11/06/14 and expiring on 12/27/16. Manuel P ez, E. Product Control as finer NOA No. 16- 03.01 Expiration Date: December 27, 2021 Approval Date: December 15, 2016 E-2 INSTA-LATIDN ANCHORS-- (A) A MAX. AT FRAME HEAD III, NONE ER FRAME SILL CC) FRAME JAMBS (SEE SHEET 6 ,AM RN R W• lD yr b o MAX. ABOVE jY 2 MEETING RAILS S 6' M-EYING J� 4M > 9 7/B' MAX. BELOW MEETING RAILS W- 4a' WINDOW FLANDE FRAIL WIDTH 13 3/A• l-- A MA%. O.C. I IC (L MA%, I1) 4 MAX(AT (1) 1 Mi. Al (U NDAC PER tG FRAM JA ADK. D.LO. Width >I 33.125' 37.123' WINDOW FLANGE FRAME WIDTH INSTALLATION ANCHORS WINDOW FLANGE F (AI 4 MAX. Ai FRAME HEAD tB) NO PER FRAME SILL 13 3/A' MAX. O.C. tC) FRAME JAMBS (SEE SHEE- 14) /{ MAX. OL o 111 3/16' O NG A L MoX. b.LO. Width AT 6'MECTING _ > 9 I/2• MAX BELOW MEETNG RAILS „ / 6 % l: 91=== Y ALL CORNERS - � 9 DIE' MA%. ABOVE ;✓/ /�, „ Ij 11 > i--=WxD.L.O. Width B u X � W 6' MEETING u B � = E -> RAILSW W > - ID 3/4' 6 MA%. __- -L�—_ MAX ._ 1 _ C '.X! t INT. FALSE COLONIAL C EXi. 1. INT. FALSE COLONIAL - _.52,p3. -___ _ MINI INS ARE APPLfR V/ .,.ODD• 4— W/ MUM TINS ARC APPL IEO W/ VINDOW D.4.K VIDIH V/ SILICONE AND AREV(NDJW BUCK WIDTH SILICONE AND ARE AVAILABLE AS OPTIONAL. AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION UN -EQUAL LITE RADIUS ELEVATION UN -EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LITE AND RADIUS HEAD (WHITED TO LOADS ON SHEET 4 OF 5) (LIMITED TO LOADS ON SHEET 4 OF 5) (LIMITED TO LOADS ON SHEET 4 OF 5) SERIES-7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME General Notes: 1) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 53125•--• OF THE 2014 FLORIDA BUILDING CODE 5th EDITION INCLUDING HIGH VELOCITY HURRICANE INSTALLATION ANI1,011 --- VINDOW FLANGE FRAME VIDTN ZONE VELOCITY (HVHZ) AND ASTM 1300-UR. THIS PRODUCT IS IMPACT RESISTANT. CA) 1 MAX. Ar -RAME HL,L SHUTTERS NOT REQUIRED) (B) NONE PER FRAME SILL l7 7/.• -- ( Q ) (C) FRAME JAMBS (SEE SNE[T 14: A —I MAX. O.C.4 MAX 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS PICAL AT OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. s• Au coRNERS 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES � Mo D.L.O. WI th ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATED ON SHEET 4. W T— %f 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE a 9 3/0• ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND ^ TO BE REVIEWED BY BUILDING OFFICIAL. 6 � V "ROVE a B 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED CLASS i B u TYPES TABULATED HEREIN (SEE SHEET p3), AND FOR USE WITH DOUBLE GLAZE > -� W LAMINATED INSULATED CLASS TYPES TABULATED HEREIN (SEE SHEET p3). W 6• ME[r1NG RAIL 8.) SEE SHEET 3 FOR LOCK DETAILS &OPTIONS. �� NJ � ^� 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. d- r 8 B.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. W �—• • • • 11 ��• .0 i9 S D.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE > 9MAK BE• V • - =-y - MEETfNG 7 S • y 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED �-C. • • / • ,;•- ^ (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) f • • 11 • ';• u PRODUCT REVISED WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24. I •• •A • "• s _ 149 c'N7Ir18With onFb" nulidiry CodD SECTION 11APPLI. 6•MIx. AmeptEM 1ND i(••)b 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. � ')9pD•DBf• '�( 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED • • • • C • • By WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT.► INT. FALSE COLONIAL • • • • • • • • • BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY Ml/ SILL ARE APPLIED v/ • • • s•123•---•--+-�• • iami pnF�q TO THE ENTIRE MULLED SYSTEM. AV SILICONE AMC ARE • • • VI•DOV BOCK •IDT• • • • 13J SEE SHEET M 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. "vA'LABL[ AS OPTIONAL 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE • • • • • EQ*L •[.I'It.ftEVATfbV* • • • PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. (LIMITED TO LOADS ON SHEET 4 OF 5) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ry y 5 ig 4 r U j3� W rrw a< a W E6 i } n <'�" AL yJ:u Sl � o�aGf.�. Ga?j • �;. i ' aa, In 1/4' TAPCON W/ 1 I/4' ALL 40CD BUCKS ENGINEERED SEPARATELY — MIN. EMBEDMENT INTO CCNC. IL TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (SEE ELEVATION A7 SHEET xl FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON :ND. MIN. MUST SUSTAIN IMPOSED LOADS • • • ° 1 I/4' MIN. • •4 .EMBEDMENT \/ EXTERIOR GRADE - PERIMETER CAJLKI EXTERIOR O i. O EX-EREOR PERIMETER W i 0 SILICONE ADHESIVE EXT. BEDDING CONFOUND C' LAMINATED GLASS 24 1' MIN. DGE OIStANC MEETING INTERIOR RAILS tE EXT. GRADEaV CAULK I s O9 ° • , 44 ° •a 4 •d •a EX A14 SM.S. V/ 1 !/4' MIN. EMBEDMEN- INTO WOOD. :SEE ELEVATION AT SHEET 41 -OR MAX. FASTENER SPACING) 2b BE BE ECCNE ADHESIVE LLING COMPOUND (1 12 INTERIOR O K14 S.MS W/ 1 1/4' MIN EMBEDMENT INTO VG; (SE-- ELEVATION AT SHEE FOR MAX. FASTENER SPAC %I EXT. G' / CAULK D GLASS PT. WOOL BLCKS o z i75 D 1/4' TAPCON V/ 1 1/4' MIN. M 0 h '� U) E- 4 19 EMBEDMENT INTO CONC. ' CSEE ELEVATION AT SWEET Al OR MAX. FASTENER $PACING) �p y�i c n C moo 2 L CL 2 c ,A c N G -7 • 3 ` 3 O B )cDMEN I o o = 1 1/8' MIN. °D � A' ! v) ' EDGE DISTANCE d , j a c I 0 EXTERIOR OO j < EXTERIOR GRADE a CD O PERIMETER CAULKING U -WINDOW FRAME WIDTH WINDOW INSTALLATION NOTES: ° Z C7 z 1. THE WINDOW FRAME FLANGE TO BE BACK -GELDED W/ AN EXT GRATE CALLK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE � m J BY WINDOW INSTALLER (TYP.) / 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO , O BE SEALED 'W/ AN APPROVED EXTERIOR GRADE CAULK t P \ BY OTHERS (TYP.) r- a0 • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR a w E;v z MASONRY IS LESS THAN 1/8', SHINS ARE NOT REQUIRED. ; ANCHORS NOTE: ~� ANCHORS TO BE R12 SMS OR WD. SCREWS INT❑ WOOD, OR 1/4' TAPCONS or APPROVED CCNC, FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC.CREFER TO LOAD TABLES AT SHEET 4-OF 5 FOR QUANTITIES REQUIRED) R S tl mI ul °I X •• •• SHIM •• TYP • • • • • • • ••• • • • • • • • • • ••• • • • • • • • RMI[JCr REVISED i ,,,,',,1SN ♦ Ocj•,°•••' Plying with Ob. F1D & uifAey Cods mphom NO co-[ co N M)41n LINO J W • • • • • • • • • • • • • • • • • • •• • • • • • • • • • mu RadecT a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .iI d B 24 11 2 .SILICONE 01 DOW CORNING 099 — SCHNEE-AOREHEAD 3731 7REHED SPECTRUM 2 0.EDO. GLAZING DEPTH LAMINATED GLASS COMPOSITION - TYPE 2 TTLY GLASS D[SCRIPTIDN LA D[TAIL MINATE DZINCIU ION 1 . ANNEALED GLASS 2 0.090' PLASTIC IN,ERIAYER _ _ _ _ SAFLEX PVO by 3 I/B• ANNEALED GLASS u.o- Eastnon CH•n)cal c LAMINATED GLASS COMPOSITION - TYPE 3 RVGLASS DiICPoPTfON -L7AL XAUr•DVfAaTy[ ADnE•lrCkRIPT(InO S1 -[S BAANPNEAUERLSYER SENiRY(LAS by.. 3 1/8- "NEALE3 GLASS U. c. LAMINATED GLASS COMPOST ON - TYPE 4 RCN G4SS DESCRIPTION WINATi DEBCRIPTNIN 1 l/B' ANNEALED GLASS A _ _GET-_ - -'� X4c BUTACIiE PVB by KuroraY AMrica, Inc 2 0.090' PLASTIC IN7ERUYER 7 1/8' ANNEALED GLASS LAMINATED GLASS COMPOSITION - TYPE S REY OIASS DLlCRIPTION DETAIL 01 IAYINATE OElCRIPTION 1 1/B' KAT-STRENGHTENED GLASS a - o34Y BUTACITE PVB by Kureray An•rke, Inc 2 0090' PLASTIC ANTE RLAYER 7 1/B- HEAT-STRENGHTENED GLASS kj�--C-HERID.A. ONE OPIIENS, W CORNING B99 l731 24EMCO SPECTRUMGLAZING DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPE 8 DEM GRASS D[SCRIPTION D[tAIL IAYIRAT[ DtlC[SPTION 1 1/9' MEAT-STRENGHTENED GLASS _ 2 0.092' PLASIIC INIERLAYER 3 1/8• HEAT-STRENGHTENED GLPSS - - SU-AGATE PVS by 4 IN' INSULATED AIR SPACE-- Kver my A -l-, Ire. S 1/6• ANNEALED GLASS afN4 INSULATED LAMINATED GLASS COMPOSITION TYPE 7 ITEM I GLASS DSSCR/MON DETAIL .V4' -_ v = ,o-'{'E I LAMINATE D[BCPoPTION 1 1/0' ANNEALED CLASS TKLEX PVI by Ea Knee CH_kal e 2 0A90' PLASTIC INTERLAYER D I/B' AHNFALED GLASS 4 I/4' WSLIA•E7 AO SPACE S 110' ANNEALED CLASS GLAZING DETAILS AND OPTIONS 014 S.M.S. W/ 1 1/4- NO IN EMBEDMENT INTO WOOD. 1 (SEE ELEVATION AT SHEET NI 26 FOR MAX.-ASTENER SPACING) )r4• x+.. INTERIOR 6 6 9IM SAACE NOT BY LAWSON INDUSTRIES. 1 EXT. CODE BACK BEDDING ZS 'zI TO BE APPLIED BENING WINDOW FRA4E FLO" BY 2% 2X INSTALLER <IYP.) LEEml S BY 077E S (T LOCK (LATCH AND SWEEPI OPTIONS VEATHEk B+BRIE BY OTHCRS fTYP. 1 1/4' MIN. _ 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. ' R EXTERIOR 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. 1 ` E%7. GRACE PERIMETER CAULKING NOT I ��n TO BEOOAP- EDTBY OTHERS C 1 ,fAO (TYP.) STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHCAiHING TO BE SPECIFIED BY ARCHITECT OR G.O. :EXTERIOR FINISH By DTHERS) 40T BY LAWSON INDUSTRICS, :NC. WOOD FRAME INSTALLATION DETAIL ALUMINUM MULLION —1 SEE MULLION APPROVALS FOR B 12 X 3/4• S.D.S. SEE MULUOV APPROVALS FOR MLLLICN TYPE, S2E AND MAX. FLAT HEAD. PHIL_IPS. MULLION ttPE, SIZE AND MAX. DESIGN PRESSJRE LIMITATIONS (Srr ELEVATION AND DCSICN PRESSURE LIMITATIONS. (ALJM. 0.078" MIN THICK) __ AND DIP TABLES FASTENER TITY INTERIOR NOTE: THE LOWER PRESSJRES OF SINGLE NOTE: THE LOWER PRESSJRES OF SINGLE 1/4' MAX. HUNG WINDOW OR MULL SMALL GOVERN HJNG WINDOW OR NULL SHALL GOVERN 1 SHIM �TI 12 S.D.S. X 1 1/4' L INTERIOR EE ELEV. FOR SPACING Ll �— NOTE:{ e S 1. ALL STEEL IN CONTACT WITH �i • a Mir ALUM 70 BE PANTED OR PLATED,� S 2. METAL STiUCTURES yy W A) STEEL Fy }D KSI MIN. i.19 Bi i = M (STEEL 18 GA MIN. THICK - 0.048-) LI g y EXTERIOR PERIMETER WINDOW FRAME EXTERIOR GRADE D) ALUMINUM 6063-T5 WIN.1 Li .I7 SEALANT EXTERIOR y� 1 (ALUM. 0.078- MIN. THICK) G FL PERiME TER CCAULUL KING i FRAME MULLING DETAIL • • • MCIAL 6TF3QC4'URE ATTACHMENT DFTAIi • • • • • • • • • Avvv�9�,A••' • a�yy��i4 • • • { • • • • • • • • PRO�C• iLEVISED h ,` , •• aA rnpy6� BMIIk lr PlorldB q '0� LL 0«IdeR�Do(9e �uJ a 0Dift p;tll ol • ••• • • • • ,vy�Ul • • • • • • • • • • liy p • • • • • • • • • Milml PTG4IYCL • • • • • • • • • • GJ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ■ trar/• vtcw wrrvuuw� wi an verv�s DESIGN LOAD CAPACITY (PSF)- EQUALLITEWINDOWS Pressures (s1 WINDOW Jamb Glaaa Type Glass Type Glass Type # a(P>� WIDTH HEIGHT Anchors 4 5 g WINDOW Jamb GlasaType GlaasType Glassn TyppeePressures GlaasType Glaaslype Glass Type CO)O WIDTH HEIGHT Anchors 2 3 4 5 6 7 m 0 p z 19.125 50.925 80.0 80,0 60.0 19.125 1 26 80.0 80.0 80.0 80.0 80.0 800 D e y 26.5 50.625 80.0 80.0 80.0 P8.5 ,2g 80.0 80.0 60.0 80.0 80.0 90.0 M to y F. to 42 50.825 80.0 BO.0 80.0 Y 37 50.625 8 80.0 90.0 80.0 37 46 80.0 80.0 60.0 60.0 80.0 80.0 a V 48 50.825 50.0 80.0 60.0 ` 42 26 4 80.0 80.0 60.0 80.0 80.0 80.0 0 ¢ .. O 4 0 48 26 80.0 80.0 60.0 80.0 60 0 80.0 °� o e 53.125 50.625 60.0 BO.0 80.0 \ 0 19.125 59 60.0 BO.0 86:0 53.125 26 80.0 1 80.0 50.0 80.0 800 80.0 i v 28.5 59 60.0 80.0 80.0 19.125 38.375 B0.0 80.0 60.0 80.0 Boo 80.0 `•' z° O d 37 59 6 50.0 B0.0 80.0 26.5 38.375 80.0 80.0 60.0 80.0 80.0 80.0 n W = 2 tY F 42 59 80.0 80.0 80.0 37 38.375 4 0 80.0 42 38.375 9D.0 80.0 60.0 80.0 80.0 80.0 m = a ! Gs 48 59 80.0 80.00.0 80.0 60.0 80.0 80.0 80.0 :4O i 53.125 59 80.0 80.0 80.0 :i'� 48 38.375 80.0 00.0 60.0 80.0 80.0 80.0 2 c7 z 0 19.125 63 80.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 j J 01 j 26.5 83 90.0 80.0 80.0 19.125 50.625 80.0 80.0 60.0 80.0 90.0 80.0 37 63 6 80.0 80.0 80.0 26.5 50.625 80.0 1 BO.0 60.0 Boo 80.0 so.D 42 63 80.0 80.0 80.0 i • 37 50.625 6 80.D 80.0 60.0 90.0 80.0 BO.D x a 48 63 80.0 so 80.0 � / 42 .50.62.5 80.0 B0.0 60.0 80.0 8D.0 80.0 53.725 83 80.0 80.0 80.0 48 50.625 80.0 80.0 60.0 80,0 80.0 80.0 19.125 74.25 80.0 80.0 80.0 53.125 50.625 80.0 80.0 60.0 90.0 80.0 80.0 ��, c V a 26.5 74,25 60.0 80.D 80.0 8 19.125 59 80.0 80.0 60.0 80.0 so. 80.0 (; 37 74.25 80.0 80.D 80.0 25.5 59 80.0 80.0 60.0 90.0 60.D 60.0 42 74.25 60.0 80.0 80.0 19.125 78 60.0 80.0 80.0 37 59 8 80.0 BO.0 .60.0 W.0 60,0 80.0 a J 28.5 78 80.0 BO.D 80.0 i��i 42 59 80.0 80.0 ' 60.0 80.0 80.0 80.0 I�i► h �+ 0 8 ii. 48 59 50.0 80.0 - 80.0 4 r3 37 78 60.0 80.0 80.0 - - 42 78 59.0 79.0 79.0 53.125 59 80.0 80.0 - _ - BO.0 .i DESIGN LOAD CAPACITY (PSF) •VIEW WINDOWS W/ 4H VENTS 19.125 63 80.0 80.0 600 80.0 80.0 80.0 , 26.5 63 80.0 80.0 60.0 80.0 80.0 80.0 Z w # + / - Pressures (pso � / B7 83 6 80.0 80.0 60.0 8D.0 80.0 80.0 WINDOW Jamb Glass Type Glass Glass Type a2 63 80.0 80.0 60.0 80.0 80.0 80.0 WIDTH HEIGHT Anchors 4 6 6 48 63 80.0 80.0 - - 80.0 19.125 59 60.0 80.0 80.0 53.125 63 80.0 80.0 - - 80.0 8 19.125 74.25 80.0 60.0 60.0 80. D 80.0 80.0 28.5 59 60.0 80.0 80.0 :a S 37 59 60.0 80.0 80.0 26.5 ia.25 80.0 80.0 60,0 80.0 90.0 80.0 ry R 6 i .� 37 74.25 8 80.0 80.0 - 80.0 42 59 60.0 80.0 80.0 42 74.25 80.0 80.0 80.0 8 48 59 60.0 80.0 80.0 48 74.25 80.0 80.0 80.0 s o 53.125 59 1 60.0 80.0 80.0 53.125 74.25 74.0 770 60.0 19.125 63 60.0 80.0 80.0 19.125 78 80.0 80.0 60.0 80.0 80.0 80.0 / 26.5 63 60.0 80.0 80.0 26.5 78 80.0 80.0 60.0 80.0 80.0 80.0 { = z illf' 37 78 80.0 80.0 80.0 s e e c 37 63 60.0 80.0 80.0 8 6 42 78 79.0 79.0 79.0 42 63 60.0 80.0 80.0 48 7e 71.0 71.0 710 48 63 60.0 80.0 80.0 APPROVED • • • • • • • • • • • • 53.125 83 60.0 80.0 80.0 • • • • • • • • • eettr4rerrgr CONFiGURATI0N5 • • • • • • • • • Aeeee � �� rr0�i 19.125 74.25 60.0 80.0 80.0 UN -EQUAL LITE • • m 4a9,•• ""^ •�i��., 26.5 74.25 60.0 80.0 80.0 e • r • n i • • PRODUCT REVISED 37 74.25 8 60. 0 80. 0 80.0 �'� �'� \` \: n , "� wyw Wilk the Flaia. ; v� N p o ; S' 42 74.25 60.0 80.0 80.0 Accepteea r3o 1 - I n w vi �' ? 53.125 74.25 60.0 80.0 80.0 • • • • • E �intise Q"0 ?1 + ' o 0 0. - 19.125 78 60.0 80.0 80.0 �''�,((i * vim(, • •. , • �t�. �• ay 3 r� 26.5 78 60.0 80.0 80.0 ice/ i�l�/•l • e ��{�w 37 78 6 60.0 80.0 80.0 • e • • • • • d �s, * O� 42 78 59.0 79.0 79.0 APPROVED CONFIGUR4TIONS - EQUAL LT a 0 • • • • • • • • • • • •• •• • • • •• •• FRAME HEAD L-7701 O a .300 062 8aa 2.63! ( 6C60-73 &LUNINUM ) FRAME SILL L-7702 FIXED MEETING RAIL L-7704 FRAME JAMB L-7— C VENT INTERLOCK RAIL VENT BOTTOM RAIL L-7705 L-7708 VENT JAMB RAIL O (eoea-re AluM:nuM) O (boea-Te AwMINUM) L-7707 O( bob*-T6 ALUMMUM I 13757 )62 2.000 2062 .062 — 1.163 A62 123s VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD L-7539 L-7708 L-7711 L-4204 © O 16 17 —A62 (OM-73 ALUMINUM) ( 6063-T6 AWMINuM) (am -TO AA.w{ MINUM Ir a� 030 35 _O30 60� 1.013 .351 ' 3 —{ .777— .698 A I� ( 6067-T6 ALUMINUM ) G —' O FRAME TOP CORNER FRAME JAMB I FRAME SILL O FRAME 807-OM CQRNER \ O VENT TOP CORNER PENT :AMB RAIL VENT TOP RAIL BILL OF MATERIALS ITEM N PART / REQD. DESCRIPTION REMARKS 1 L-7801 1 ,FIN FRAME HEAD 5063-T6 ALUMINUM 2 L-7602 1 IFIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALLMINUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 1 VENT BOT-CM (LATCH) RA10 6C63-T6 ALUMINUM 7 L-7707 2 VENT JAMB (S1Dc3 RAIL 6063-T6 ALUMINUM 8 L-7708 AS REG'D. GLAZING BEAD ( 7/B' ) I 6D63-T5 ALUMINUM 9 FS-006 AS REO'D. FRAME ASSEMBLY SCREWS k8 X 3/4' P.H. PHILLIPS 10 S-040 AS REGD. I INSTALLATION SCREWS #14 X 1 1/4' F.H./PHIL 11 L-7531 AS REO'D. BULB VINYL WTS'P 1/4. DIA. BULB 43033 12 PWS-003 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS-005 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.350' 14 PWS-009 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 1S L-7711 AS REO'D. GAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REO'D. GLAZING BEAD - RAC:US I 6063-T5 ALUMINUM 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLOCK & TACKLE BALANCE I BS1 Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 1 L-7523 JiX LATCH VENT LATCH SPRING ISTAINLESS STEEL 23 ■ AS RED'D. GLAZING SILICONE I SEE GLAZING 2 SHT. 3 24 2 -aminated Glass SEE G-AZING DETAILS 25 HC-057-1 2 VENT LIFT LATH IMOLDED NYLON 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 r 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC-026-1 I SCREEN FRAME 6 MESH 29 L-7730 1 PRODUCT LABEL 30 ■ M ■ 31ISM-5504 I.AS REO'D, JOINT SEALANT SM_570q 32 1 M JAB REO'D. PERIMETER ACRYLIC CAULKIN PCLYSEAMSEAL •• ••• • • • • • •• • •• • • • • ••• • g •� •• ••• •• • • • •• OMT BOTTOM • • • • • VENT BOTTOM CORNER • • .0. • 00. • • .0. • • • • • 0 0 FRAME & SASH CORN R D TALI t • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED AA-omplyln with Mr Flad& BuUdInB Code A—ptwme Na Woo-00 ,b ETy1QwOR Uwe By MIICe' PfaC/R In off.. C o M y c ° U m p f1 O ca o ;4o c O L) o pN0 3 d ! a U W W °ti a a z < o (• V enn Z N z � ®~ e D a �W o a. a W m 1 K $ LA 4 Q � � a a � 41 O V MIAMI-UADE MIAMI-DADS COUNTY m PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strect, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by "Authority Having Jurisdiction (AHJ). . . .... ...... This NOA shall not be valid after the expiration date stated below. The Miami-Datit;•Ceunty rrodnq Control • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Datil Cbtnty) reSi3rde the right • • • to have this product or material tested for quality assurance purposes. If this pro$u*ct or matdral fail4" tp.. perform in the accepted manner, the manufacturer will incur the expense of suet: t e Nang anti AHJ may • immediately revoke, modify, or suspend the use of such product or material with 1b%ir juris)ictign. R�� 0 • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade' CoManty Pv4h4 Contrpj .. Section that this product or material fails to meet the requirements of the applicablebuiiding coda. This product is approved as described herein, and has been designed to comply with the Florida Building.:. Code, including the High Velocity Hurricane Zone.- ;, • • DESCRIPTION: Series "HS-8700 (Flange -Frame)" Aluminum Horizontal Sfiding Winao;• 0 �,.M-f APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets I through 10 of 10, dated 05/30/09, with revision C, dated 02/10/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.14-0908.14 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. CMIAMEW NOA No. I7-0222.14 COUNTY Expiration Date: April 11, 2022 `�� Approval Date: April 13, 2017 L�• Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C dated 02/10/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-54 0 "" """ 2) Uniform Static Air Pressure Test, Loading gq.tBC, TAS.M2-9 . • ... • 3) Water Resistance Test, per FBC, TAS 202.94.. 4) Forced Entry Test, per FBC 2411.3.2.1, apd•TAS 20Z-94 • along with marked -up drawings and installation diagram of`*M'aluminAM horizoftttO • sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) ccjjQy;ation,•;$rejared:DF:. Hurricane Engineering & Testing, Inc_, Test Reports No. HTTI,10-3049 arld , • HETI-10-3051, dated 03/23/11, signed and sealed by Candido A Pont, ?X, ; . • • • • : • (Submitted under NOA No.11-0705.10) . 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PBC fA'S 2b2-94' 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. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, dated 03/23111, signed and sealed by Candido F. Font, P.E. (Submitted under 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 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc_, Test Reports No. HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, BETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-070S.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) I�an'u I Perez, P.E. Product" on of Examiner NOA No.17-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 E-1 Lawson Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CoNTNUEn) 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 configuratiog;prepared b�'lbrricaife• 0:' Engineering & Testing, Inc., Test Reports No. HETI-08-20-U=TI-08-X0j4, • •; • HETI-08-2035, BETI-08-2036, BETI-08-2037, HETI-08-20 41BETI-0&2116A. and BETI-08-2116B, dated 02/28/08, signed and sealed by q;undido F. l ant-V.E. : • 0 • • .... (Submitted under NOA No. 09-0706.05) .... ..:.. • • 6 •6 • . 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 $4 • • • • • � • • • ; • • • • • 2) Uniform Static Air Pressure Test, Loadinj paZBC TAS.202-94 . • 3) Water Resistance Test, per FBC TAS 202-94* • • • • • 4) Large Missile Impact Test per FBC, TAS V-0 ' 5) Cyclic Wind Pressure Loading per FBC, TABS 2.03-94• • * • 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. FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127 08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/ 6, expiring on 07/04/18. Ma el rez, P.E. Product C ntro xaminer NOA No. 17-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC Ste Edition (2014), dated February 16, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 3. Laboratory compliance letter for Test Reports No. HETI-10-3047, HETI-10-3048, HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3051, HEIM-"052B, HETI-10-3053, HETI-10-3056, F ETI-10-3057, HETI-10-2130; SETI-70*3131, " • HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-tj -�,Z,,2,6, all ii jujd by ; Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/2341tand 04/25ZI1, signed ...... and sealed by Candido F. Font, P.E. 0 0000 • • • • • (Submitted under NOA No. 11-0705. 10) "• • . . 4. Laboratory compliance letter for Test Report No. HETI-10-3Z51, issued hy flufficane Engineering & Testing, Inc., dated 04/25/11, signed and seale&UyRafael E. Droz- Seda, P.E. • • • • • • (Submitted under NOA No. 11-0705.10) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, NEVI 0f,-�034,• HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, BETI-08-2116A and HETI-08-2116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. 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 NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 14-0908.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 11/13/14 and expiring on 04/11/17. Manu P.E. Product Co rol E miner NOA .-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 E-3 C B B1 D {3 . aA1 B 81 NOTE: OX I I X0 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al. B. & Bl" REFER TO SHEET p3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D, & E" REFER TO SHEET N4 4) REFER TO SHEET 6 OF LO FOR DESIGN LOAD CHARTS AND NOTES. AMA LE�\' BB 81 XOX -Equal Lite (1/3-1/3-1/31 NOTES: 1) 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 p3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D. & E" REFER TO SHEET y5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. AMA 1 E D B B1 Q NOTES: XOX - Un-Equal Lite (1/4-1/2-1/41 I) REFER TO SHEET-2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS -A. Al, B, & Bl" REFER TO SHEET E3 3) FOR HORIZONTAL CROSS-SECTION DETAILS -D. It E" REFER TO SHEET 05 4) REFER TO SHEET 7 OF IO FOR DESIGN LOAD CHARTS AND NOTES. SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEEFs y6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS (18, 7 or 8). 8.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 3OFT. IN THE HVHZ, THE I.G, 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 B FOR DESIGN PRESSURES ON UN -EQUAL LITE 'XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE, SHEETS 3. 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET N3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN 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 J 5 FOR MULLION/METAL ATTACHMENT DETAILS. NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. •• ••• • • • • • •• • • • • • • • • • • • •• ••• •• • • • •• "RODUCT REVISE[) • • •; • • • • • m complying wish Ilx FMrifi • • • • • • • • • • Duildin{t Code rf • •' • • • • • • • • Bx irotionDote /�Zq • • • • • • • • • • Dy • • • • 000 • • • A9Lvn �deRodxt . . . . . . . . . . ... . . . ... . . zp � z O A rz F F 9 U a � w F W Z z ka Z 0 Cy c7 0 z o a W. z o d 6 O � N p xa CO 4 0 r- 00 Arai u r w z z ' �a u° 6 ss 1c oe A< ,o' i7 r�3'1 �?. y�{y�� 3T UNIT SIZE: III' X 03' TALLATION FASTENERS 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.( 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) 5 AT EA. FRAME JAMB • SEE GENERAL NOTE ,y3 h F4. F- 85 3/8' OVERALL FRAME WIDTH 84 3/8' INTERIOR FRAME WIDTH 5' N • W' M '� D.L.0 ' lh 4 243 UL TEST UNIT SIZE: 74' X 63' INSTALLATION FASTENERS• (A) S AT FRAME HEAD (B AT FRAME HEAD IF 1 (B) B AT EA. FRAME SILL (B AT FRAME SILL IF DI (C) 5 AT EA. FRAME JAMB -SEE GENERAL NOTE A3 ttPIEAI. AT CORNO(S) 13 1/4- O.0 -4 GC 13 1/4' C.C. 13 v+• Dc. gNCHy(� [E( 1�TES, _� ' 1. SAME ANCHOR SPACING AT HEAD L SILL �/ S CpLp IE)(TTY INn10 p4PL1ED VNIAL 2. iW0 ALDITIONAL ANCHORS REQUIRED AT MEETING RAILS FDR UNITS VITH DP ABOVE •70PSF / - 75PSF (4 TOTAL: v/ S[ICONE AND ARE AVAILABLE AS GPTIONAL. ' XOX" WINDOW EQUAL LITE yy� rS 'VERTICAL CROSS-SECTION DETAILS 'A, At. B, L BV AT SHEET 13 TEST UNIT SIZE: Ill" X 63" Z. SEE HORIZONTAL CROSS-SECTION DETAILS •C, D, L E' AT SHEET 15 INSTALLATION FASTENERS # Ill' OVERALL FRAME WIDTH (A) ID AT FRAME HEAD 110' INTERIOR FRAME WIDTH (l4 AT FRAME HEAD IF DP ABOVE 70.0) TWO ADDI710NAL ANCHORS (B) 10 AT EA. FRAME SILL (14. AT FRAME SILL IF DP ABOVE 70.0) (C) 6 AT EA. FRAME JAMB A A l FE�OUIRN1DSAWT MEIT.EDP g RwAIES uiJ( /- UNI 14 TOTAL) ( IZ' 1F 5' *SEE GENERAL NOTE #3 k #4. rM ,7�� (-- I M .. D.L.O. KcPh M. D. L.O. SAY 1t ti 33 A 24 3/8', VA,0. 0 0 a el 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS P ABOVE 70.0 REOV AED AT MEETING RAILS f0i UNITS VITH DP AB0 ABOVE 70.0) A A l •/- 70PSP U �IITALI S" f , 1/2" �• 14• R /4. (uA%1.�O.c.)1 X. 13 :/,• M i h h 1 W = = E v E y ' ' 1 If f•1 NIf ✓ � B B 1 z° 3 v,• . 5 b � b M � M AO At AN O W )RNERS) O R' — O f OJ O 3 4 � OC. 3i e 2 TO D.C. ANCHO[N.tEiy EE I. SAME ANCHOR SPACING AT HEAD L SIL(. V / EXT. S INT. FAIiC�DNIAL 2. TWO ADDITIONAL ANCHDRS REGUIRED .11__JJTINS AT MEETING RAILS FOR UNITS VITH AR HANFE D ACRE AV MAIN AS OPTIONAL. UI DP ABOVE ./- TOPSF (4 TOTAL) J "XO" WINDOW LIT __:AL N➢IEi ( "OX" HEVERSED) i. SEC VERTICAL CROSS-SECTION DETAILS •A, Al. B. L Bl' AT SHEET 03 H HORIZONTAL 2. SEC HORIZONTAL CROSS-SECTION DETAILS 'C. D. 6 E' At SHEET 14 SERIES-8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. CARNERS) 13 1/4' C. 4 13 1/4, DC. 131/I'0 C. ••• • • • • • • • •• • • • • ••• • 13 I/,• DC. PRODUCT REVISED 5. • • • • • • • • AB.,Plyiltg with The I•l(ald6 • • • • • • • • • • [mun RB Code AN[HOR NOTES, • • • ♦ • • • • • ANXyIAOCe 1N01 1. SAME ANCHOR SPACING AT HEAD L SILL / EXT. 6 INT. FALSE COLONIAL NWiINS ARE • • • ♦ • • • • • • P3:piPRim D(Ae 2. TVO ADDIT113NA6 ANCHORS REQUIRED AT� AP?LIFO W/SIL COME AND ARE AVAILABLE • • • • • • • • • • MEETING RAILS FOR UNITS VITH DP AS OPTIONAL. 000 • 000 • • • By ABOVE •70PSF / - 75PSF a IDTAL) -XOX" WINDOW - UN -EQUAL LITE M; PBo(A16T 1.SEE VCRTICAL CROSS-SECTION DETAILS 'A, A1, g. L 11' AT SHEET 03 2. SEE HORIZDNTAL CROSS-SECTION DETAILS •C. D, L E. AT SHEET 115 • • • • • • • • • • • •• •• • • • •• •• O m z �rr ►�� y CA ' 4A 1/4' TAPCON W/ ' 1/4' STUCCO OVER METAL LATH NAILED TO B14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET B2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 70 BE SPECIFIED BY ARCHITECT OR G.C. CSEE ELEVATION AT SHEET B2 FOR MAX. FASTENER SPACING) 6 TO BE REVIEWED BY BLOC. OFFICIAL (iYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) a 1 1/8' MIN, 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAWSON INDUSTRIES, INC. o O < INDUSTRIES) MUS' SUSTAIN LOADS IMPOSED '� EDGE DISTANCE ''�� 1D 1O C 0 q BY THE GLAZING SYSTEM io n 4p h O y� n vi to qq � c 1 1/4' MIN. 4 d d 2X °a. �yS o '� V S o e. EMBEDMENT yti o r, d.v° a yM1 mpJ o 2 W O. v �v °✓� 1' MIN. i r (� z zo EDGE ANCE z p F '' T4� l0 EXTERIOR GRADE 12 i 1/4' MAX. 1 1/4' a c SHIM SPACE nW 2X (MIN. EMBED.) PERIMETER CAU'-KING (TYP) A�tiY TYR 2 `p a x 1 s a C4 15 z z ti y ~ A 11 EXT. GRADE PERIMETER 1/4' MAX. 15 CAULKING NOT BY SHIM SPACE Q 4 6 'LAWSDN IN➢US TRIES', o TO BE APPLIED BY OTHERS (TYP') UI p 'Z", a (TYP.) �W U M C, 4 V4 CLEAR SILICONE ADHESIVE EXTERIOR p BEDDING COMPOUND (n s o 34 INTERIOR x z _ = EXTERIOR INTERIOR A 1 a W Y ALTERNATE DETAIL i c ¢ U LAMINATED GLASS w 33 w'o r z « 14 WOOD FRAME INSTALLATION DETAIL s o < N 0 3 27 r WQW INSTALLATION NOTES i ? 3 1. THE WINDOW FRAME FLANGE TO BE BACK-BEUDED W/ AN EXT. « ° 3 ii 'i 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE `- 28 p q SILL RISER OPTIONAL BY WINDOW INSTALLER (TYP.) v' - APPLIED WITH SILICONE 2. THE EXPOSED EXY. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK � 44 SEE DP CHARTS ON $ t W m 2 SHEETS b4, p5, 6 R6. BY OTHERS CTYP.) z z • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 26 iii 26 10 9 32 13 iii MASONRY IS LESS THAN 1/B', SHIMS ARE NOT REQUIRED. �° 0 6 3 u • • • • • • S+NG[IORS PjpTE • • • s• EXTERIOR GRADE • • • AN•HI.S �CC]] �E 1�2 SMSOR WD. SCREWS INTO WOOD, ORPERIMETER CAULKTNG EXT. GRADE • • • • 1/ PI�or PRIVED CONC. FASTENERS INTO CONC., - CAULK`'•WI6HM MAIM 0 (11/4' PENETRATION INTO WOOD OR -, • • • • • • CON(P (REFER•T04lAD TABLES FOR QUANTITIES REQUIRED) 1 E n e 1/4' MAX. E M1 n d 1/4 MAX. ja``i �. SHIM SPACE a SHIM SPACE < ° A (TYP.) PKODUCT REVISED n ,,.,�(. d 1 1/4" MIN. (TYP.) it i d . a. .1 1/4' M°IN. as compying with the Florda EMBEDMENT EMBEDMENT 0 a ••• • • • )oldm* Codeao a carc�% . •• •• • Aprt ft t, •, 1` k) fe,,1L�',i.l • Z ty EDGE DISTANCE ••• • ••• • • • .EadePco4a6C a�I��4f OPTIONAL SILL• INSTAL.f.ATION DETAIL AT 70 Or OX' a _ q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1. ALL 000 BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS —� (TYP.) \ B TO BE REVIEWED BY BLDG, OFFICIAL (TYP.)BY^OTHERS 2. WOOD BUCK AND FRAMING (NOT BY LAWSON �BY MUST SUSTAIN LOADS IMPOSED \INDUSTRIES) THE GLAZING SYSTEM B14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET B2 FOR MAX. FASTENER SPACING) 1' MIN. EDGE DISTAN( FXTFRIOR WALL FINISH BY OTHERS (TYP.) 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. I 23 LAMINATED GLASS Pr, woo➢ BUCKS MAX. 33 SILICONE ADHESIVE t/A• MAX PACE BEDDING COMPOUND SHIM SPACE e INTERIOR (TYP.) 17 34 3 $ 27 1/4' TAPCDN W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET N2 ---- _ _-- FOR MAX. FASTENER SPACING) a c 1 1/8, MIN. ------- ---------------- ------------ EDGE DISTANCE a. O 4 EXTERIOR O EXT. GRADE e CAULK — EXT. GRADE PERIMETER O . CAULKING NDi BY C LAVSON INDUSTRIES', TO BE APPLIED BY OTHERS 7 3' MAX. (TYP.) 30 31 8 8 22 � 21 5 LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2)LOCKS ARE REQUIRED PER EACH VENT, WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WIDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY VINDOW INSTALLER (TYP.) R. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYPJ • • • • • • • • • • • • • WHEN THE GAP BETWEEN THE WINDOW FRAMI/AND THE SUCK SB• • • • • • MASONRY IS LESS THAN 1/8', SHIMS ARE NOT ReQUIREDP • • • • • • • • • • • • • • • ANCHORS NOTE: • • 000 • • • • • • • ANCHORS -0 BE B12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC, FASTENERS INTO CONC., PRODUCT REVISED WITH A MINIMUM OF 1 1/4' PENETRATION IIITOeb"D OR 0 as complying with the Florida CONC. (REFER TO LOAD TABLES FOR OUANI:TIES:REOUIRE� • Ouil.ling Code I, • • • • • • p •may Deee ••• • '••• • • • ByaAw h(in ilade Product ' ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 ,y z K T 0 U oY Q 0 ()" C O � � a Gi z a Rl o 0 z a o z a 3 0 � o F a z N a 0 w x Q O 0 CO D x o U $ c+ f• C ;,N r •I•( � ;, c0 S M 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET 82 FOR MAX. FASTENER SPACING) 1/4' MAX. 2I 22 23 SHIM SPACE (TYP.) - CLEAR SILICONE ADHESIVE 34 BEDDING COMPOUND IN,NEMIN EXT. GRAVE I O CAULK E WINDOW INSTALLATIO II_i•IOTES; 1. THE WINDOW FRAME FLANGE TO. BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHINS 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 O: 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) O LAMINATED GLASS D EXTERIOR FRAME BUCK W WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE .PT. WOOD BUCKS e i m 1III MAX. 4 M M SHIM SPACE � a r (TYP.) h p b 1 a O 0 °1 O N J O 4 v 3 I/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET B2 ( Z o I o c Z II ��I FOR MAX. FASTENER SPACING) to x y 11i EXT. GRADE OCAULK - .0* • • • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 000 0 0 A e a 1 1/8' MIN, EDGE DISTANCE e 4. PRODUCT REVISED as ComPlyinB with the Fbziib Huildind Cnde Acc4pveoa N• W $ 'ration Dale Q (iy atiam UodeP(odxi� Y� u a au DESIGN LOAD CAPACITY PS - OX or XO WINDOWS a g a + °0 y M tb . 3 A z 3 x u 0 " WINDOW # Jamb Anchors # H & S Anchors +/-Pressures Glass T "A" (*2) Glass Type "S" * 2 Glass Ty "C" * 2 Glass T "D" * 2 Glass a "E (*3) Glass T e "F" * 3 WIDTH HEIGHT + sf - + sf sf + f - + sf sf + sf sf + sf sf 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 85.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 �. o pQ 0 m 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 o a z v i - Z 0 w z- 72 24 3 6 65.0 65.0 65.0 85.0 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 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 w i 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 (1. Z 3 N z S xo a z o { 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 4 4 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 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 1 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 °• e m N a 9 0 z & 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 .. 70. 70.0 0.0 80.0 80.0 80.0 36 60 5 4 65.0 65.0 65,0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 6D 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 50.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 V) A' o a to x t $ 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 70.0 . 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80:0 80.0 74 26 3 1 6 65.0 65.0 65.0 1 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 77 80.0 80.0 80.0 80.0 m 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0gs LL .W . 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 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 8D.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 " 5 r q ; S N o 53.125 50.625 5 6 65.0 65.0 65.0 1 650 70.0 70.0 70,0 70.0 80.0 80.0 80.0 80.0 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 1 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 g a ; 3 53.125 58 5 6 65.0 65.0 66.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 1 65.0 65.0 65.0 70.0 70.0 70.0 70.0 dQ0 80.0 80.0 80.0 26.5 63 6 4 65.0 1 66.0 65.0 65.0 70.0 70. .09 • G,0• 11 080,0 80.0 80.0 80.0 37 63 6 4 65.0 1 65.0 65.0 65.0 70.0 70.0• 0 • ' 7 0 • &0.0 80.0 80.0 80.0 g z7X�° •' `F.'f.+, t;ia '%WINDOWS a°enett � 1] 53.125 63 1 6 6 65.0 1 65.0 65.0 65.0 70.0 70.0 70.0• 07a.0 • 0.0 80.0 80.0 80.0 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70. - #�. 1.) SEE SHEEP 8 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. Notes .complying witht 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW Bwlduy Code (WINDOWS WITH CLASS TYPES "A, B. C, & D") • • • • cucpttma Ns 20 SILL RISER - OPTIONAL • �\ rp1ion t APPLIED WITH SILICUNE (WINDOWS WITH CLASS TYPES "E, do F") AND +80.0 DP MAX. r0R DP ABOVE +70.0 PSFADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON • �Nii Dd ('BO.O DP MAX.)WINDOWS WITH DP ABOVE 70.0, (SEE ELEVATION AT SHEET 2 OF 10) •• •••3Y0 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP LLZ= WITH CLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT.�� IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL BE TEMPERED, nx xu ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD C7%PAC/7'Y PSF -X X WINDOWS with Un-E ua1 Llte 114-1/2.1/4 +/-Pressures sf 0 0 FRAME SIZE #Jamb # H$ S Glass T e "B" " 2 G lass T e "C" " 2 GlassTy e "D" " 2 Glass Ty e "E" ' 3 Glass Type "F" * 3 Glass Type "G" ' 2 WIDTH HEIGHT Anchors Anchors o + sf - o8f + vsf - psf + vsf sf + psf sf + sf sf + sf - sf 60 24 3 7 80.0 80.0 60.0 80.0 65.0 75.0 65.0 75.0 62.0 52,0 65.0 1 75.0 10 M o y _z a 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 "' a ,3 E- s 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 `~A a` a -`C o 6 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 o K .� C a 2 a. Cr m n 1 8 24 3 1 80.0 80.0 80.0 80.0 5.0 75.0 65.0 75.0 5 ,0 52.0 65.0 75. O Z r w 60 36 3 7 80.0 1 60.0 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 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 o Z i z y 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 w 2' a � o 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 = Cti o 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 2 $ ' z o '' 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 N 0 " 84 96 48 48 4 4 8 10 - 52.0 52.0 52.0 52.0 65.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52:0 65.0 75.0 H y 60 60 5 7 52.0 52.0 65.0 75.0 5.0 75. 52.0. 52.0 65.0 75.0 ® N 72 84 60 60 5 5 7 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 750 o w- 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75'.0 a 096 g 108 60 60 5 5 10 11 - 52.0 52.0 52:0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 " z 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 2 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 CO o 74 74 38.375 50.625 3 4 7 7 80.0 70.0 80.0 75.0 80.0 70.0 80,0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 Z 65.0 76.0 65.0 75.0 52.0 52.0 65.0 75.0 �1 x 74 58 5 7 - 52.0 52:0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 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 7510 65.0 75.0 52.0 52.0 65.0 75.0 S 79.5 38.375 4 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 N A , 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 m 9r 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 1i . 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 55.0 106.25 38.375 f 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65,0 75.0 o 106.25 106.25 50.625 1 58 4 5 11 11 52.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 „ g ° o 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 u 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 1 75.0 2 111 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0a �; n ill 38.375 4 .11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 t 111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 .0 52.0 65.0 75.0 •' 111 58 5 11 52.0 52.0 65.0 7 .!1 65 =5. • • 52.0 52.0 65.0 75.0 ill 63 5 11 52.0 52.0 65.0 7 .0 •65.0• • • T5. • 52.0 52.0 65.0 75.0 _ s `''",' '•,�;� 000 so ,� Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS k SILICONE OPTIONS. wiode lding C "'Pwaallo Date _ 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH CLASS TYPES "A, B. C. k D") // // // nation 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP GLASS -E, �// /• %/ 1111 �(/�i• //.•/•'.^ �//• ;fian t Dedr Plduc 20 SILL RISER - DPTiONAL •I • I APPLIED WITH SILICONE `y�`•'"'�'� ^o •�-�_-+„"��a (WINDOWS WITH TYPES k F") AND +80.0 DP MAX. •// • b • I FOR DP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD do SILL ON • • • • • • •;� j ��iX WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) • •• • • • • • • (+80.0 DP MAX.) y'.. •^..." •" 4.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. • i� �I N�� Ir.T ��IfF11 IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. xox - un-enu.I x - " a c • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • iS DESIGN Anchors Anchors + psf - psf + psl 3 7 80.0 80.0 80.0 3 9 80.0 80.0 80.0 3 9 80.0 80.0 80.0 3 7 70.0 75.0 70.0 3 9 70.0 75.0 70.0 84 1 36 3 9 52.0 1 52.0 60 48 4 7 52.0 52.0 72 48 4 9 - 52.0 52.0 84 48 4 9 52.0 52.0 60 60 5 7 - 52.0 52.0 CAPACITY (PSF) - XOX WINDOWS with Equal Lits (1i + / -Pressures (PsO Glass T pe "D" (" 2) Glass Type "E" (e 3) Glass' + psf - Psf + Psf - psf + s 65.0 75.0 65.0 75.0 52.0 65.0 75.0 65.0 75,0 52.0 65.0 75.0 65.0 75.0 52, 0 65.0 75.0 65.0 75.0 52.0 65.0 75.0 65.0 75.0 52.0 65.0 75.0 65.0 75.0 52, 65.0 75.0 65.0 75.0 52. 65.0 75.0 65.0 75.0 52.0 65.0 75.0 65.0 75.0E 52.0 65.0 75.0 65.0 75.0 52.0 72 60 5 9 52-0 52,0 65.0 75.0 65.0 75.0 52:0 84 60 5 9 - 52.0 52A 65.0 75:0 65.0 75:0 52.0 53.125 " 26 3 6 80.0 80.0 80.0 " 80.0 65.0 75; 0 65.0 75.0 52.0 53.125 38.375 4 6 80.0 80.0 90.0 80;0 65,0 7540 65.0 15.0 52.0 53.125 50.625 4 6 70.0 -75.0 70.0 ,. 75,0 65,0 75:0 65.0 75:0 52.0 53.125 58 5 6 - - 52,0 52*.0 65.0 75'.0 65.0 75.0 52.0 53.125 63 5 6 . - 52.0 52, 0 65.0 75.0 65.0 75.0 52.0 74 26 3 9 80.0 80.0 50.0 80.0 65.0 75.0 65.0 75.0 52.0 74 38.375 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 74 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75:0 52.0 74 58 5 9 - 52.0 52:0 65.0 75.0 65.0 75:0 52.0 74 63 5 9 - - 52.0 52.0 66.0 75.0 65.0 75.0 52.0 79.5 26 3 9 60.0 80.0 80.0 80.0 65.0 75.0 65.0 1 75.0 52.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 79.5 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 75 4 9 70.0 75.025 E 4 9 5 9 5 9 - - 52.0 52.0 65.0 7 .0 a . 5. . • 52.0 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 +60.0 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 3OFT. a • IN THE HVHZ, THE I.G. EXTERIOR LIT. SHALL HE TEMPERED. 2L0X _Equal Lite RQpUOT RiVIS&D • a eompYying amb Alt Falb u.Idu;g Code ) - �ep, a" No 0,219-I4-. if Date Y `\\ 20 SILL RISER - OPT]ONAL ie D*ePr • APPLIED WITH SI�ICONE • • • i FOR UP ABOVE +70.0 PSF • • • • j (+80.0 DP MAX.) • •. • • • • • • • • • • • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • !F"('3) Glass Type "G" " 2 0 o F Psf + Psf • Psf a a . Co 52.0 65.0 75.0 ^ 3 v a 52.0 65.0 75.0 0 � ;° c0. 52.0 65.0 75.0 ° ° e 52.0 65.0 75.0 Z w o o w x >£ 52.0 65.0 75.0 0 o Z x z 52,0 65.0 75.0 a a o 52.0 65.0 75.0 o 52.0 65.0 75. D 52.0 65.0 75.0 o 52.0 65.0 75.0 a04 52.0 65.0 75.0 Z .4 52.0 65.0 75:0 a" . ,o a 52".0 65.0 75.0 �q� 52.0 65.0 75.0 11 W a 52.0 65.0 75.0 a o 52.0 65.0 75.0 H t` 52.0 65.0 75.0 0 52.0 65.0 75.0 52,0 65.0 75.0 I� x 52.0 65.0 75.0 " 52.0 65.0 75.0 52.0 65.0 75.0 neo 52.0 65.0 75.0 d s 52.0 65.0 75.0 52.0 65.0 75.0 r 52.0 65.0 75.0 T o 0 52.0 65.0 75.0 $ a 52.0 ' 65.0 75.0 52.0 65.0 75.0 52.0 65.0 75.0 I 1~ 1ii • V � C.) SILICCAE OPTIONS', OOV CORNING 999 SCHNEE-MOREHEAD 5131 D.600'j::::FD.6DD•TREMCO SPECTRUM 2 LAMINATED GLASS COMPOSITION - TYPE B ITEM 0., DSsmp 10N LAMINATE D6•CRIRN)N 1 1/e' ANNEALED GLASS 0 --DETA14L .,.� SAFLEN PVD by Enf <nen Chenkol c 2 GO90' PLASTIC INTE YCR 3 1/r ANNEALED GLASS LAMINATED CUSS COMPOSITION - TYPE D ITEM GI.V• OOCWPTION DETAIL u11INATE OE/CEIRbN 1 1/8' NEAT-STRENGHNTCNEO GLASS - - =-- 2 0050' PLASTIC INTERLAYER _ _ _ _ WTACITE PVt by Xur v Anerkc. Inc. 3 1/0' NEAT-STRENGNTENED GLASS wm LAMINATED GLASS COMPOSITION - TYPE E 1TEY CIAEB DEBCRIP TION fAIEl IAMINATL DESERIRIDN NEAT-STRENGNTCNCD GLASS 2 0A90• PLASTIC INTCRLAYER A _._ SKLCK PVE by Enftncn Chenlcbl <P: 7 1/8' NEAT-STRENGHTENED CLASS d u.r LAMINATED GLASS COMPOSITION - TYPE F ITEM A DETNs LAMINATE DEBCRIRIO M ALCO QLIION I/S' AN(EALEO GLASS ' - �IF 2 0A90' PLASTIC TNTERLAyEN T' ---L •MIACITE PVS by KNrarfy Mprkf. Inc. ] I/S' ANNEAL CLASS I AAr J 19 1B QNQ 34 'SILICONE OPTIONS'- DOV CORNING 699 33 D600' SCNNCC-NOREKAD ST71 I... SPECT. E GLAZING DEPTH INSULATED LAMINATED CLASS COMPOSITION TYPE A ITEM CLASS DESCRIPTION ,f. DETAIL '•_P� _ _ _ _ _ 1 -_ r _ _ -E{ -__ `I - - - I✓TI •>• LAMINATE DESCRIPTION I t/8' ANNEALED GLASS SAFLEX PVE by Enftncn ClvnlcAl eP 2 0.090' PLASTIC INTERLAYER 3 I/0' ANNEALED CLASS 4 I/4' INMATE( AIR SPA[[ 8 T/D' ANNEALED GLASS (f) INSULATED LAMINATED CLASS COMPOSITION TYPE C ITEY GLASS DESCRIPTION DETAIL UIUNIITII DISCEIRION I Ire'AMEALED GLASS 2 0.090' PLASTIC INTERLAYER 3 1/8• ANNEALED GLASS --rvc = _ '''TTTI�� BUT CITE PVB by 4 1/4' INSULATED AIR SPACE _ c _ u(r K�rarey Menke, Inc. 8 1/8' ANNEALED GLASS (f) J INSULATED LAMINATED CLASS COMPOSITION TYPE G tTIY CIA93 DSSCRIPTN/N DETAIL 'Q -_ = _ _ _ wN• J LAMINATE DESCRIPTION 1 1/8' WAT-STRENGHTCNED GLASS BUTACIIE PVE by nrkn. Ir.c. 2 OLD"' PLASTIC IMERLAERIAYER 3 I/Or TEAT-STRENGHTCNED GLASS 4 1/4' INSULATES AIR SPACEKurnraY S I/B' ANNEALED GLASS (.> (f) VINDOVS VITH CLASS TYPES 'A. C. OR 0• INSTALLED ABOVE 30FT. :N THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS ALUMINUM MULLION SEE MULLION APPROVAL$ FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE UMITATICNS. ;ALUM. 0.078" MIN. THICK) NOTE' 'HE LOWER PRESSURES OF THE WINCON OR MULL SHALL GCVERN -N 12 X 3/4, S.D.S. FLAT HEAD, PHILLIPS, (SEE ELEVATION AT SHEET /2 FOR VAX. FASTENER SPACING ANC DP TABLES FOR OUANTITY) EXTERIOR GRADE `WINDOW FRAME ;ERIMETER CAULKING EXTERIOR E2 FRAME MULLING DETAIL SEE MJLLION APPROVALS rCR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LM TATIONS. ' -NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN' 1/4'. MAX. 1 12 S.D.S. X ' 1/4' L. SHIM (SEE ELEVATION AT SHEET 13 [INTERIOR FOR MAX. FASTENER SPACING) PERIMETER) L WINDOW FRAME NOTE: SEALANT 1 EXTERIOR ALUM .T70 BE PAINTADT ORT PLATED. 2. METAL STRUCTURES: A) S1 EEL : Fy . 36 KSI MIN. ;STEEL 18 CA, TAN. THICK - 0.048') 8) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078- MIN. THICK) HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM / PART III REQD. DESCRIPTION REMARKS I 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 l - VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 I VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 I FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM t0 L-8703 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS REG'D. GLAZING BEAD E 3/8' ) 60TS ALUMINUM 12 FS-006 AS REO'D. FRAME ASSEMBLY SCREWS p63- 0 % 3/4' P.H. PHILLIPS 13 FS-040- AS REOD. INSTALLATION SCREWS 1914 SMS F.H./PHIL. 14 L-7531 AS REO'D. VINYL BULB 1/4' DIA. BULB 43033 15 PVS-OU3 AS REO'D. FIN SEAL WEATHERSTRIP .197' Y x .230' h 16 PVS-OD5 AS RED-0. FIN SEAL WEATHERSTRIP .197' V x .350' h 17 PWS-009 AS REO'D. FIN SEAL WEATHERSTRIP .187' s x .310' h 18 L-7711 AS REO'D. GLAZING BEAD ( INSULATED) E063-T5 ALUMINUM 19 PVS-001 AS REO'D. PILE R GLAZING BEAD .187' x x .150' h '20 L-8706 AS REO'D. SILL RISER ADAPTER 6063--5 ALUM.- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 I x LATCH LATCH SPRING STAINLESS STEEL 24 s 2 SI_L/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS-041 2 SILL RAIL ASSEMBLY SCREW R8 X 2 1/4' P.H./PHIL. 26.1 HC-044-1 2 WEEP FLAP A BAFFLE A 26.2 HC- 1 X WEE? OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. 27 1-C-040-1 - 2 SASH ROLLER L HOUSING 28 HC-026-1 I SCREEN FRAME L MESH 29 x 1 ATTACHMENT SCREW R CLIP A8 X 5/9' S.D.S. 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC-059-I 2 VENT SWEEP LATCH DIE CAST METAL 32 L-OR30 I X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 33 2 LAMINATED GLASS See Detalls R L.H. DF sheet 9 34 • AS REO'D. [LAZING SILICONE See Detalf R L.H. of sheet 9 35 OPTION�AHIEE.il. COLONIAL FALSE MUNTIN ALUMINUM 36 SM-55 JOINT SCALANT A 37 PERIMETER ACRYLIC CAULK OSf POLYSEAMSEAL E1 METAL STRUCTURE ATTACHMENT DETAIL • •• • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Cn A- O O b 0 Q f 4Jl n a° h V � N Qom C5 a 4 v � LS7 � Zoo 2 O z 0 mia � m 0 Z � I � O j o W E.. 0 z F �M h 11P� V 2 Co3I � U Q G/ PRODUCT REVISED compl>'mE wiflSiM Florida �� 4' ,� 16 8uiW." Code /S Acce.Ptsa(a NO 2I • A'- 'te TU a ••� � !�•- Vi / DMe* II 1 Z o itiml PIAdBCt o i� a Bill% FRAME HEAD L-7703 4e10—{ I FRAME FIXED JAMB L-7701 SILL TRACK L-8702 ilum-ao 12 Oi O A62 O9 FRAME TOP CORNER co o 0 A z 3 o E613 D. o o Abe SILL RETAINING CLIP L-8705 T '� ; z r ► O o , �1+439 L631--� OFRAME 1 L466 VENT rop RA � FRAME JAM � Z D dQ z � C •o 0 FRAME SILL L-870I FRAMEVENT JAMB L-8703 �2A00 .714 p v t ZO 0 x z O •2.374 ' FRAM OTTOM RN R FRAME MEEnNr. RAIL VENT TOP CORNER \ Ee.us \ - F' .� F+ j v O e N VENT SPRING LATCH L-7539 A6E A62 A62 2443 21 Len \ VENT JAMB RAIL .\ \ \ r Ul a H a o 0 'r"' O o a YD"T QCI( RA6 .710 .690 VENT INTERLOCK L-7705 OO RAIL FIXED MEETING RAIL L-7704 VENT TOP/BOTTOM RAIL L-7707 � 5gT A62 206E AIRO A7B 70E-IM 2EBS NT BOTTOM •�� 1 FRAME SILL / M nur, aAn F AM cll� BOTTOM ('ORNFR � 1 N r � 4 �. :i g �o c I.sIo4 JL37t5VENT � z n u V .L� FRAME & SASH CORNER ASSEMBLY DETAIL a 7 z y • • L-771C DEAp • • • • • Slli. RI�N • L�i7aR • • . .. • • • • • • i • • • �"R VENT JAMB RAIL L-7708 O SILL ANCHOR CLIP L-8830 t`IIE ttttttt4 !1 Ee� .r>, 1 32 GLAZING 8 BEAD ® •• 1 •20 •• • • • •s ` � ••......L-77:..., '1 800E use A62 12a7v4 des me • • • A ASO • • • • • • • PRODUCT REVISED • `% ComdY na With UK FkeWa y' 009 • • Building Codc • • • • a�«vi6oc. No 6 •0lo 2 . j Q • • • • L v.4 o� � p "O 04 z. ] o + °� ,;• aD � m v 1237 .773 • ,77 • • • .030 • • mI Mirnl s I t`4V- It%� ` H O • • • • • • • • • • ••• • • • ••• • • MIAWD E MIAMI DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION DE® NT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE NOA www.miamidade.Qov/economy. Lawson Industries, Inc. 8501 NW 90'h Street Medley, FL 33166 SCOPE: �••••' •••••• This NOA is being issued under the applicable rules and regulations governiMg.the;use Of. �or2struction • • materials. The documentation submitted has been reviewed and accepted by Mist .Dade rgl%ty REIJ ; , ; • Product Control Section to be used in Miami -Dade County and other areas whemagewed by tha Authority • Having Jurisdiction (AHJ). a 0000 00•0 0 0 : Mi This NOA shall not be valid after the expiration date stated below. The aM ±Dade CVu"Produot• • • Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than lY1 a`W-'lade CA" reser"o • • the right to have this product or material tested for quality assurance purposes,f• i� product o'r materl�l fails to perform in the accepted manner, the manufacturer will incur the expense Df sect testi gg and the AHJ� * • may immediately revoke, modify, or suspend the use of such product or material within th0itJWftdict19n. RER reserves the right to revoke this acceptance, if it is determined by Miami IJade County. ProdOW • •; Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Porte" 8'• 0" Outswing Glazed Aluminum French Doors - L.M.I. APPROVAL DOCUMENT: Drawing No. FD--2003, titled "La Porte -Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "G', dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the"Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there 4a'"'been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of.any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.13-0328.11 and consists of this page 1 and evidence pages E-1, E 2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 14-0908.07 MIAMI-DADECOUNTY Expiration Date: June 05, 2018 + �• Approval Date: May 07, 2015 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD 2003, -titled "La Porte -Impact French Out -Swing DooL':,.sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 vylt� the fatcstrevisiox.... "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P.T. .".'. •. ...... .. . ...... ...... . . . . B. TESTS •••• •••• 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20144 .... • • • • 2) Cyclic Wind Pressure Loading per FBC, TM 2D3-94' : " • • • along with marked -up drawings and installation diagram. pf. RuminuM. UutswihY *:' French door, prepared by Hurricane. Engineering & Testing, Ific:, Test Reports HETI-11-3201, issued on 01/06/2011, signed and sealed byCaodido F.-'onf,'P. E.. . ...... (Submitted under NOA No. 11-0202,03) • 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 " 2) Large Missile Impact Test per FBC, TAS 201--94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI- 09-2623, HETI-09-2645, BETI-09 2624 and HETI-09 2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HET144-1896 A, BETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02 T095 and HETI-02-T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz--Seda, P. E. (Submitted under NOA No. 03-0219.01) C)41Y 204&- Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14- 0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 E-1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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, SAS 203 94.. . 6) Forced Entry Test, per FBC 24113.2.1, TA43 2t)2-94 • • • • • • • • along with marked up drawings and installation diagram of 41uminume Outswtag.. French door, prepared by Hurricane Engineering & Te&tipg. • Inc.,•',1(Fj- Report • No.'s HETI-02-1253, HETI-02 -1726, HETI-02-16738t HF.TI42-17.(. • - HETI-02-1742, HETI42-1763 and HETI-02-1765, iSSued on O 1 OW2003, •aa. . . signed and sealed by Rafael E. Droz—Seda, P. E. • • ' . . . . ...... (Submitted under NOA No. 03-0219.01) • • • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted underNOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 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. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5th Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC-2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.23) Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 14- 0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 E=2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No.11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201 issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed alld seaQ)c :Candil F. Font P. E. • • • • • •' (Submitted under NOA No. 11-0202.03) "' ` • • w • • • • • • • • 4. Proposal issued by Product Control, dated 03/26/09, signed by Rerizo Narcigo. ; wwww •www • • (Submitted under NOA No.10-0128.04) • .... .... ..... 5. Laboratory compliance letters for Test Reports No.'s HETI-09.1623, . BETA-:.. • 09-2645, HETI-09-2624 and HETI-09 2646, issued by Hurricane Ng'Wering• & • - • Testing, Inc., dated 10/22/09, signed and sealed by Candido rr'o'r>'I, P. E. • (Submitted under NOA No.10-0128.04) • • • • • 6. Laboratory compliance letter for Test Reports WA HEX144-18rP, • •; HETI-04-1896A, HETI-04-1896B, HETI44-1377, HETf &-T095, HETI-02-T090, HETI--02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 05 1116.06) G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'--0" Outswing Aluminum French Doors - L.M.I.", approved on 06/06/13 and expiring on 06/05/18. (D�� -- --- - Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 E-3 IMPACT FRENCH OUT-SIFING DOOR BILL OF MATERIALS DRE'0 PAR[ REQD. DESCRBRTON RIMARYB L-901 LII-099 I FRAME HEAD 6063-T6 ALUMINUM L-902 Ll1-097 l FRAME SILL 6063-TG ALUMINUM L-903 LII-090 2 FRAME JAMB 6063-T6 ALUMINUM F L-904 LII-096 2 SIDELITE JAMB ADAPTER 6063-TS ALUMINUM L-906 LIZ-092 2 x panel PANEL TOP 6 BOTTOM RAIL 6063-T6 ALUMINUM L-907 LIT-091 I x panel HINGE STILE 6063-T6 ALUMINUM L-905 LR-094 1 x panel LOCK STILE 6063-T6 ALUMINUM B L-909 I LIT-095 2 x panel TGP 6 BOTTOM RAIL ADAPTER 6063-T5 ALUMINUM 9 L-911 LII-085 AS REQ% 1/4 ROUND ALUM. BEAD - 7/16' 6063-T5 ALUMINUM 10 L-912 LII-097 AS REO'D 1/4 ROUND ALUM. BEAD - 3/9' 6063-75 ALUMINUM It FO-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-75 ALUMINUM 12 VWS-001 TP 3296 AS RE0'D, Bulb Vinyl Wts'p,-Team Plastics, Inc, See Material Conpasitlon at Sheet 6 13 PWS-001 ■ AS REOD. WTS'P. a TOP/BOTT, RAILS Schlegel FS - .I87'w. X 2l0'h. 14 PWS-002 ■ AS REOD. WTS'P, R FRAME HEAD 6 JAMB Schlegel PS - .1871e. X .3301h. 15 L-910 1.11-089 2 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM 16 FD-619 F➢-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM 17 FD-631 LII-006 AS REGD. GLAZING ADAPTER 6063-76 ALUMINUM IB HC-001 SF-3502 2 K Panel DELTA FLUSH BOLT (e TOP 6 BOTTOM OF LOCK STILE) 19 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BULT SET KWIKSET - Series 690T COMBO 20 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Strles FB350 COMBO 21 FD-621-2 MC-024/025 1 SET DOOR LUCK / DEAD 80.T SET DEFIANT - Series 83l COMBO 22 a FS-035 AS REO'D. Fran* Install. Screw - Head (See Notes at sheet 4 of 6) 23 x FS-035 AS REWD. Frnme Install. Scres- Jamb/S61 (See Notes at sheet 4 of 6) 24 ■ FS-026 8 FRAME ASSEMBLY SCREW 112 X 3/4' PH. -PHI. 25 a FS-012 AS REO'D. JAMB ADAPTER SCREW R10 X 3/4' P.H; PHL 26 FB-634 LII-171 AS REO'D. 1/4 ROUND ALUM. DEAD - 11/16' 6063-T3 ALUMINUM 27 ■ FS-043 8 GLAZING ADAPT. ATTACH. SCREW NO X 11/4' FH-PHI. 28 ■ FS-049 2/Ponel Double RAR Assembly Screw 3/81x2 1/4' Hex Screw 6 Nut 29 x IN AS RE0'D. NEUTRAL CURE SILICONE Schnee -Morehead SM-5731 30 s a AS REWD. NEUTRAL CURE SILICONE Dos Corning 899 31 ■ ■ AS REWD. NEUTRAL CURE SILICONE Trenco 5-500 32 a a AS RESIT, Laminated Glass see Pg. 5 Dupont - Sentry Glass Plus 33 IN a AS REQ'D, Laminated Glass see Pg. 5 Dupont - PVB 34 ■ ■ AS REO'D. Laminated Glass see Pg. 5 Saftex - PVB 35 x HC-002 2/Panel PANEL ASS'Y ALUM, PLATE 1 1/2'x 2'x I/8' (6063-TS ALUM.) 36 a NC-004 2/Panel Panel Ass'y Full Lenght Rod 3/8'01o.-200 Rod, Plate, Flange Nut 37 a FS-011 8 HINGE ATTACHMENT SCREW 010 X 3/4' P.H. / PTO. 38 ■ FS-044 12 SIDELATE ATTACHMENT SCREW 010 X V PH/PHIL. - (17' GC Max.) 39 HC-006 52PP050BG14 6/Jamb 1/2' DI., Hot. Plup -Nylon 6-6 MICROPLASTICS - Rockwell M-79 40 HC-007 62PPO870011 2/Panel 7/0' Dla. Hole Plug - Nylon 6-6 HICROPLASTICS - Rockeell M-79 41 x HC-o10 inuu FLUSH BUILT Sol Plug - Nylon 6-6 SUNCOPLASTICS Inc. Rocksell M-79 42 L-913 LII-096 AS REO'D. 1/2 ROUND FALSE ALUM. HUNTIN 6063-T5 ALUMINUM 43 ■ ■ AS REO'D. INT FALSE APPLIED MUN71N 123' X D22' STOCK ALUMINUM 44 L-915 FO-623 AS REDO. FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' long 45 L-916 LII-1l7 AS REOT. FRAME LOW SILL - OPT113NAL 6063-75 ALUMINUM 46 1 FD-635 HC-050 l TWO -POINT FLUSHBCLT LDCK OPTIONAL ( FOR ♦/- 76.0 psf DP) FD-626 FD-626-1 2/Panl FLUSH BOLT GUIDE ALUM. ANCLE 1 1/2'x 1 l/2•x 1/B• Alun. 6063-T5 FD-627 FD-627-1 2/Panty 2-Paint Lock Bolt Guide ANGLE 3•x 3'x 11/2'x 1/8' Alum 6063-75 ■ ■ AS REO'D. Joint Sealant- White Colored 'Purvis Co' Super Seal P47 FD-638 HC- 1 SET LOCK ACTIVE HANDLE 6 TRIMSET ASHLAND OW52OIA-A FD-637 HC- 1 SET MULTI -POINT LOCK ACTIVE ASHLAND OW5110-STAC FO-640 HC- 1SET LOCK PASSIVE HANDLE 6 TRIMSET ASHLAND IV52OIA-P FD-639 HC- 1 SET MULTI -POINT LOCI( PASSIVE ASHLAND eW5IH-STPAS4 54 FD-641 HC- 2 x panel Multi -Point Lock Bat Guide NYLON 6-6 Rockeell M scale 79 53 x FS- 4/Guide Bolt Guide Attachment lastener 16 x I/2' RKIPHIE. 56 FO-642 HC- 1 x Lock Lack Top Mount Adapter NYLON ADAPTER 57- FD-643 I HC- 1 x Loc14 Lock Bottom Mount Adapter INYLON ADAPTER ' Sldellte panel Width B■sae ■e 145 1/2' anchor rps.Wf sill Max Ural VNIM SWIrl9 Parcel Vklth < 33 13/16' rtax. > A (35 3/16' rlax. 5' a e• t" B E le SEE OP ALTERNATE BOLT NS AT SHEET/ \ zg• Max. OLD Wldt y J J C ,,. D S D / %/i A ; a Active Inactive �? _m x M 0 _ ? i i a ad_L Sidelite a.ad-bat �"7 Ipa X � .. H; $ SideLite I �Rt B 3 I 0 ATASMET ■7 3 B• 6' 3 max. o.c , HEFT i OF 6 FOR (at sldrllte) IZ 3/4• X. e.c a 6' 1 2 4 1/2' 1-La4 I/8' dr. x_. o 6' /4 lf3 �NCMOR NOTES: I. SEE ELEVATION AT S ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 3. SAME ANCHOR SPACING O FRAME HEAD & SILL. NOTES .1 5' 7 ..�... r,...�.. .....-..._ r_..-. Same anchor apaolDd "OXXOn EXTERIOR ELEVATION at Irmo head k am 1 QUIIIPIEB BINGES k MULTIPLE PANELS (SEE ELEVATIONS). NOTES; R1. QUAI171EB UNITE RITN AND WTPHOUT SIDELITIS 1). THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING CODE - 5th EDITION. 3. MAX. FRAME SIZE 145 1/2"w, X 06 3/4'b. OXXO 2). GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS RER CHAPTER 24 OF 4. Ur & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE, THE FOC 2014 CODE. 5). QUAUIFINS SINGLE OR DOUBLE BOTTOM BAITS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO O)). MAX. DAYLITB OPENING WIDTH = 25" TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL. 7). MAX. DAYLI.TE OPRNING HEIGHT . 83 1/8" 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 8). SEE ELEVATION AT SHEET lof8 FOR MAX. ANCHOR SPACING DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 9). ALL DIWENSIONS SPECIFIED ARE IN INCHES 10). NO HURRICANE SHUTTBRB ARE REQUIRED BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES O SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. IAda A l l 1 Y 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 0� LIMITATIONS: 1). MAX. DP - t8B PSF W/ (4) Surface Bolts &Gloss Types A. S. C & D. (SEE LOCATION DETAILS O SHEET 3 OF 6) • • • • • • • 4 MAX. DI;, t• 376 PSF W/ 2-Point Lock (active)+ (2) Surface Bolts at Inactive trot • M. 11P - *76 PSF W/ Flat 911 & must be used where water Infiltration is • • 'Ot rd4uired or opening Is protected by overhang ratio greater than one. •• •: • 4. . 0�6®3BB PSF W/Multi-Point Lock (T1-aativs)+(1-passive) at Inactive •• • • .• 8501 NW 5'Olh St. �1 W comply w P00004 -l1 Ol 06 to comply O 5225 : Barbed to comply w/ FBC2007 k added MEDLEY. FLORIDA 33166 * ', * t Insulated Glass 01/22/LO i I (305) 698-8660 Amlawn WAIW-Folat Lool*01/27/61 • • MA■FVPAC1VJtXA O/ 4UIU?r ALEWLNUY IIINDOFS AND GLASS D00A6' Z1M r Redsdl to Amply w/`.Ale FBE • r c(..., w.a L'.(.rwLn 9m4.A/lrsa.Y raax 1" E F ' (Uo Re e*d to •m I w •L 4 • A*PPRBVAL IWPACi FRENCH DOOR 1 or s • ORt�p ``� Atrk'dw" Iftl1on Bra 1 'ia •Ina •Plate" Impact" French Out —Swing Door sC•+ pM b �� 0— e" Nelson Erase O Ol BO IB E ,f1T'Rlr ps!` , sneer D.Le. A'r_ A�■nem Drae■• A4mMn FD-2003 Am4rMn L.v.o- G ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 110 7/8' Max Unit Vldth Swln SEE ALTERNATE T Pa el Vldth -{ /j of aS AT sH < 35 3/16" m -4 I I II A II Hox.2DL Idt II 5�15 II i 4/W II Acgve /. H -- - Pt I -- - - 11 u aPTOMS AT �EET T "OXO." ELEVATION Jar e 73 5/16' Max Unit Win( OPTIONSEAT ASXE 'an J of a Pantl Nd < 3 /16' max 3A ^ N N mJ 3 o rn3 F I II I I EI II z o i1 a t• d $ A ! - Inactive P D I ` l4S 1/2' Max Unit Vxlth SEE ALTERNATE BOLT OPRONS AT SHEET Sldellte 3 of a swing Pontl Ndth Panel Vidth < 33 13/16' ma A < 35 3/16' max. J Max. DL 3 Ndt c wo o� cz xA S(, g4 r C I I II- DTI; Ac/tiive E'. :\ etille II Dili i I $� IiJ SEE ALTERNATE BOLT OPTrAT SLEET f 6 ]e "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR �O.C4 MAX. SPACING AND LOCATIONS. 2. FASTENERS 4 0F5 6 FOR INSTALLATION a 74 V2,' Hex UNt Vldth 30 3/8' Max 38 we, Max EE ,LTQtt�,tTTEE gap Urlt Win eE K.TERMAtE L6dt I'M", �IdeliteSOPIIUNS AT SHEEP LTPRONS AT SH T Pa et lIte A ��^^"''``"XXXX��II 33 1�/16' taax. 1 17- I I' Max. DSL Ndt cl/* a DI u pp �� Ac. �' e i D 3 aRJI RT SIIEW "XX" ELEVATION " OX" ELEVATION APPROVED CONFIGURATIONS NOTES: 1..AALLL ELLEFROMNS AREK GERIRAORPSCAL REPRESENTATION 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE ANDAREAVEAR.AgBLLEAgAAS �O�IP7TIONAL. 3. OR DOUBLE &DTI RENLS.H SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. RJ I TBE ms RAA1I! TTLODMN® 4x rnt xA m y e ° f r F \ I TPEpN4TE 8pL 1 P 7�pM4�g ppt �OPhfOt�elv5 Ai SHEET T o3 AT SHEET T 3 "X" ELEVATION "0" ELEVATION PRODUCT R6VISDD eE Building lodwllhONPl4TidA Q N Malta Coda 9- • O AsuplaxeNo /Zc�$ E tK0 NIH ede Oat 101• • • • • • • 'LaPorte" IAPACY MINCH OUT81FIN0 DOOR - DR17GN LOAD CEART Dl'fi 0R7 AL Or ANCHOL9 /FANf OIAaB TYPR 'A' k 'E" +/-(Par) ACPWL Sm (BiC�)TYPR CLASS 'D' +/-(Par) GLASS�) TYPE '0'TYPi +/-(Par) •D' +/-(Par) ®OBT • VwTR . . 71/4'77' 77' aC51 5 +86.0 11 3/16' t76D r76A ±76.0 5 ±86.0 17 3/16' ±76D ±76A ±76.0 5 t86.0 23 3/16' t76D +76A ±76.0 5 ±86.0 29 3/l6' +76A ±76.0 ±76.0 5 386.0 31 3/16' t76D 176.D 176.0 5 +86.0 35 3/16' r76A ±76A ±76.0 101/4' 16 1/4' 22 I/4' 28 1/4' 30 1/4' 4 l/ ' 93' 4C61 6 ±86.0 It 3/16' r76A ±76A ±76.0 6 t86,0 17 3/16' ±76,0 ±76A ±760 6 +86.0 23 3/16' t-76,0 r76A ±76.0 6 ±86,0 '9 3/16' ±76.0 t76D ±76.0 6 ±86.0 31 3/16' t76.0 176.0 ±76.0 6 1 +86,0 135 3/16' 1 t76,0 t76.0 +76.0 • • • • • • • • • • • • • • •' 0XWLE PANEL MUST'l1EET APPUCABLE REQUIREMENTS PER BULOINO CODE •" (`PMENTHESIS INDICATES I OF ANCHORS AT FRAME AAMB. BR • •• • • • • ••• • E •s F�'�l)t �i� aarlAsd to comply w FfiC2004 -11 Ol/0a 8501 NW 901h Si. 01 MEDLEY, FLORIDA 33166 5225 •� aarlAed to amply w/ ►=007 k added Ll A l l 7 4 S Insulated Glen 01/22/10 (305) 698-6650 * : Ashlaed MJFolnt Looll•01/27/11 • • AUNUPICM"A OP d1MLTY ALIVAUMIN WLNDOr9 AND W69 DOOR$ F %�w� aerleji to Fmpir W/. 01E lAC Re ed W w l4 O TMnv IA..4 ,,Fp•w�.. M Coax ►..d MA.._ FRENCH A IIrP YA W►Att FREMCII DOOR 2 OF s JD '•""""' oa -ale., °� "%'ia "Ea.•tilrte" Impact" French Out -Swing Door 1p?;:'��'��.` Ol 20/!2 )(. ro-•�f Nelson Erase 1 .5 Lbt15 PAW aV-. AN-$- A, -QV A -A.n s Ww. Lw.t, FD-2003 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ON W/ EMBE BEL &W FOR SPACING) ,}-2 x (P.T.) WOOD BUCK _1/— /I 1/4• MAX, SHIM TYP, MULLION Sldelite 1 1/4' MIN EDYGPE Ol Width }—i 14 Panel Width 1 �' — MIN EMBED. O O TYP i8 46 Active DTnTUOR me INTERIOR ems Inactive Active Inactive 18 18 D)tTeacoa Bme 1 � Inmdoa •me E3 �_� E4 L_� LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO -POINT LOCK k FLUSH BOLT INTERIOR SIDE EXTERIOR SIDE 1 22 21 sit, SILL Height I E:,MIN EMBED. INTO 3500 PSI CONC. (TYP.) 1 1/4' /16• ELca TAPCON V/ PI f1/2' MIN EMBED. as (MIN. EDGE DIST.) (SEE SHEET 1 OF 6 31 FOR LOCATION AND SPACING), B 2 OPTIONAL - DOUBLE BOTTOIt z RAIL DETAIL IV INTERIOR SIDE LOCK STILE Active LJ � I /" I U Inactive I x (P.T,) WOOD BUCK - (SEE NOTE 3. SHEET 1) 4 3 MULLION JAMB rI o 17 12 I SldetIte 1rf' 12 38 Ov — — 11 ERT'ERIOR SIDE O "OTX U WIDTH Active -5/16' TAPCON W/ 1 1/2' HIM EMBED. SEE ELEVATION. AT SHEET I OF 6 FOR . e I 1 1/4' •� ,. Mlri n ' Edge Idlstonce 14 1/4' L C2 MAX SHI F+ 1 MIN EMBED ANCHOR NOTES: 1. SEE ELEVATION AT SHEET I OF 6 FOR lB gANCCHORE�O..C. MApX, SPACING AND LOCATIONS. 2. FATENI& T41' OE 6 FOR INSTALLATION E3 \ Inactive ' \Active Inactive I I 0- OPTIONAL BOLT 0 BOTTOM R_AiI. ( SEE DETAIL E3 FOR MOUNTING LOCATION ) TWO -POINT MULTI -POINT FLUSH BOLT k ' MAX. OP - 37e PSF t/AX. OP - t86 PSF TWO -POINT LOCK LLIMATIONS: OPTIONAL LOCK DETAILS I). MAX. DP - ±86 PSF W/ (4) uri•a•eBolls &@GIceR•Typer4A, O, k J.• IMON". 90 • 2). MAX! DP•= t76•PSRI W)6 2-p°IA PROYP 1 OINSIR • • Lock Ip6tiv4+t4 SP04 B it � Iff%tive 0 5 17 6XT•0WR SIDE INTERIOR Bm6 5 13 3 OPTIONAL SILL 12 45 1/Ie� :..,. . I;,ti!"a• '^•t �' MIN EMBEQ INTO 3500 PSI CONIC. (TYP.) • 5/I6' ELCO TAPCON V/ 1 1/4' 1 1/2' MIN EMBER. (MN. EDGE DIET.) 23 Ie1 FIAT SILL NOTE: DOORS 6 SIDELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAKE HEIGHT. THIS TYPE ff SILL IS LIMITED TO +/- 76.0 peF DESIGN LOAD AND MUST DE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF OVERHANG GREATER THAN OR EOUAL TO THE HEIGHT OF THE WALL WHERE THE DOOR IS LOCATED. o. RevefOL Noradt • • • • • •/•y� /,2E lJl JlA� ®1 tl Rorlesd to comply w PBC200{ -11 OL 00 8501 NW 90th St. Revised to comply w/ FBC2007 k added MEDLEY, FLORIDA 33186 0 55225 �t �( TaeWded Clue 0l/22/l0 (305) 696-8680 * ADhIlId IIdNPoint Lee* 01/27,011 • • y,(,ypl/CTORB'N OF OWfY LIALUMINUM IfNDOR9 4Y0 CUSS DOORS REVISED 'f:. R-AAd to%amply wf 2090 P!C • lWr el�r, �.s aWe�y. +n(..Arwe r1.ev IM.4 0 wid)the Moride / TE OF !.; ed to•am w 014 • NO1<APIRM'.R IMFACT iRENCN DOOR S OFDIP e Amon Rrh° nw a lD 'li,a• Porte" Impact" French Out —Swing Door r • • Nelson Qreso Ol/ 12 eFroductConlloi DATE ,/d�'"^E� '-�' n�t,e�'�"'~ N1e1t�'' FD-2003 0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1'311/62' TAPCOED NM W/, SEE BE��V FOR SPACING INTERIOR SIDE 1 x (P.T.) WOOD BUCK ;•�, (SEE NOTE 3, SHEET U AMB 19 20 21 LOCK STILE 46 T 39 Active A 1 I jot IpG fna[ DIIF. EMBED TYP HEAD Oct. O Inactive UNIT WIDTH EXTERIOR SIDE 1/1• Mel TYP. 3/16' TAPCON W/ 5/ 1/2' MIN EMBED. l 1/4' WIN. �y,i �.. .. .• •_I SEE NOTES FOR SPACING) EDGE DIST SEI 2x p yp H 7YP t�'k'• BUCKTT�SEf NIN. . ' e`••'" .• uric AT ENBEG. F' , N, TYP .. _. = 9 f0 _ L0 � , a C3 la EXTERIOR EWE 5 )3 O 23 SILL �a 1 1/4' (WAN. EDGE 1/4' MAX. I SHIM TYP. HEAD Al V3JAT GLASS 34 F- .2EXTERIOR SIDE w Z = 0_ w 0 42 INTERIOR SIDE 1 1 a JAMB l/ I(' MAX 9 =2 --E�I x (P.T.) WOOD DUCK (SEE NOTE 3, SHEET 1) 1/4' MAX. SHIM TYP. Active EXTERIOR SIDE 38 SIdetite Attachment Scree ( 6 Screws 9 each side of jambs, 12 tatsl Per ■Idtllte ) INTERIOR SIDE 50 PRODUCT REVISED o e4'�.olZ�Active W Comrol v wx ITS I y 2• Slit HeiFg'ht SILL ?`Tleght MIN EMBED !i''; "' •'t" 'i I �' MIN EMBED. INTO TYP + •)', i'•.' •i ; . • •i' T./. '3500 PSI COME, 5/16' ELCO TAPCON W/ , (TYP.) 11/2' MIN EMBED. (SEE SFEET 1 OF 6 FOR SPACING) (yN FDOE p4f) I x (P,T.) WOOD BUCK (SEE NOTE 3, SHEET 1) INTERIOR SIDE JAMB 19 20 P1 LOCn STILE Active OjrU 0 G UNIT WIDTH EXTERIOR SIDE STILE n n NA MULLION INTERIOR SIDE O INTERIOR SIDE C Inactive —5/16' TAPCON W/ 1 1/2' MIN EMBED. SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING INTERIOR SIDE LOCK STILE T ' 19 21 " T Active .•,.�' TYP. 12 ( tt sEOJ TYP. L_J G2 2 EXTERIOR SID 50 51 Q UNTERIOR SIDE I Active LOCK STILE 'EXTERIOR SIDE G 3 3 INSTAIIATION "IX BUCK' MINIMUM FASTENERS NOTES: REOUIREO FASTENER LENGTH 3 1/2" Long TAPCON(e HEAD:. 5/,6" X JAMB: 5/18' X 2 3/4" Long TAPCON? MULLIONS: 5/16" f�1 TAP ON BY X 2 1/4" "ELCCI ULTRACON' Long TAPCON(-) " X BUCK' MINI IRIED FASTENER NGTH TAPCONM HEAD: 5/16" X 3' Lorry JAMB: 5/1 S' X 2 1/4 Long T CON(") MULLIONS: 5/1 G' X 2 1/4" Long TAPCON(-) ANCHOR YIELD STRENGTH FY-155ks1 7 1--1 ANCHOR ULTIMATE STRENGTH Fu-177ke1 • • Erml, E • • Is • • • • • ALL TAPCON LENGTHS "L" BPECH080 ART MINZI YB • • • •�• • • • ( BEE ELEVATION AT OHM 1 of a ?OR • • • • • • • • • • • ANCHOR LAX. SPACING AND LOCATIONS ) • • • Won No I. tad Lo Damply w WBCB004 -A1 01 05 8501 NW 901h St W S1 ted to comply w/ FBC8007 k added .L1 J1 7 MEDLEY, FLORIDA 33166 Iated Gleee 01/22/10 (305) 696-8850 ®d ■tSL•Point laR 01/27*l l • • MANUTACrOAEA OF 91111717 ALUMIMUf WINDOWS AND OUS9 DOOR$ Rd W ompl� wr HORI 11lC ctay� 141 c1.., sr.s oa.s.•w rw,wpwe lhnv rA.lr tad W am w &DL4 NO MPkOVQ IMPACT IIENCN OOOk 4 of e "'1" 2&son Erho a ie "Ca-rbrte" Impact" French Out -Swing Door Nelson Erase nw Ol ZO/1R 1-4, A•7".ae, ft"o n —~ '"t FD-2003 Awtes ° G • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ASS SLY VDHEVS va O 4a 3/4• PKJ KL. I \O I SIBS) SILL SEALANT DETAIL MTD HEADER TO E SEALED SIMILAR 10 SAL DOI LOVER 1PRE 4[ LlCK1 NOTrOI LEFT JM 3 VEATPEAVRIP FACE UP -- s" FRAME ASSEMBLY DETAIL 1101111E A1TArAnmT OOIVA fiRDVC EKIEPIOI , Sim u v+ sans ue INTERIOR SIDE R11 . l• PMA911L 17 Glaring Adapter Glazing Depth Depth �29 JO 31 9Uloane Caulking .,� Lemineted Glass by Dupont or Solutla Types 'A", "B" or 'C' IN1ER1011 sIE SIDELITE/JAMB ATTACHMENT DETAIL (SEE TABLE V/ CDRRESPDNDIN GLAZING TYPE s DESCRIPTION 1/4 Round 32 3 4 Head g Ip Aare Na� EXTERIOR SIDE ° GLAZING DETAIL !!1 011rA TIn6 s/s' KME ATTACNFJIT- 4 SCREVs sa 110 x 3/41 PKT L 1lNGE ATTACHMENT )ETAI S A=ts PA / LEFT NWa NMTE LEAF le DDDII W STRS NOTION TTACIOOIT NEX NUT Nlr VAIII '4PK?"L PANEL ASSEMBLY DETAIL ACCESS 110.E (DYa el4 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURE (SEE NOTES FOR SPACING) P�MIN EDGE MIT, �I I 0.125 TFB(, MIN, 46063-In XIN.) ALUMINUM TUBE MULLIOX REIER TO APPRDVEO �NI� SqA �MIAMI--MOE 1/4' MAX. SHIN TYP. 1 I/4' MDt EDGE GIST. r -• TYPI CCONC. TO BE 3 KSI MIN.) �M• 3.... 1/4' MAX SHIM TYP. sL4 SRI OR SELF DRLLING SCREVS INTO METAL STRUCTURE (SEE NOTES FOR SPACING) MIN EDGE MIT. 12 GA NIN. (fy • 36 KS1 NIN.) t1• STEEL TUBE OR L9LUMe4 _.. _ (STEEL IN CONTACT V/ ALU4, TO BE PLATED OR PAINTED) 1 1/4' MIN EDGE r ITYP 1/4' MAX SHIM TYP. 5/16' ELCU TAPCON V/ 11/2' MIN EMBED. (SEE NOTES FUR SPACING) WOOD( BUCK (SEE GEN NOTE 03) 1/4' MAR. SHIM TYP. NOTE - OPTIONAL INSTALLATION DETAILS MAY APPLY TO DOOR FRAME JAMB AND/OR FRAME HEAD FRAME INSTALLATION OPTIONAL DETAILS (TYP.) INTERIOR SIDE 10 GIe11ng Adapter Ola21 Sllac 5/10" Laminated Glass 2g >D J 33 34 61e D th (SEE TABLE V/ CORRES DING GLAZING TYPE I DESCRIPTIGN) IA" Insulated - Air 8ppaaoe SF/ 1/8" Temp. Olass INSULATED SPACER 'T-Se V- Glasing Head Durn Seat Swlo°le Specer Black - 1/4' AF Space 28 Pt.No, 012-25H-357 EXTERIOR GLAZING DETAIL #2 w(o1-nLncneia NLw- 1 Y Y GTAZING TYPE & DESCRIPTIONS .406 0 A Laminated Glees by Du out - Glees TrVe A nitro DESCRPTION DETAIL 32 1 3/16' ArvMealed 2 .0%, DuPont SOP Interla er aAav ] 3/16' Annealed .340 0 A Lemlaated Glass by Duvont - Glass Type "H" nu DEBOtIPTION DmAO. 33 1 1/8' Annealed 2 .0901 DuPont PVB Interlater --- asw ] l/8' Annealed .340 O A Laminated Glass b Solulla - Glass e C TRY DttBM]IIPT OmAO. 34 I 2 1/81 Heat-Strengtgthenetl Glas 149V Saner PVB IM,Ha r +4 awr 4 3 1/9' Heat -Strengthened Glass GLAZING TYPE & DESCRIPTIONS D .340 0 A Laminated Glass by Solutla - Glass Type PRY DESCRIPTION DmAIL f —1 1/8, Heot-Strengthened Glass A/4, 2 3 ,D9N Sanex PVe Interta er 1/8' Heat-Strerpthenral Glass 4 1/4' INSULATED AIR SPACE aa4a• 5 1/0' TEMPERED GLASS E 1 LM, uMw .340 O A Laminated Glass by Solutia - Glass Type TIE1I DAISCRR7ION 1/V Heat -Strengthened Mesa MA, mont SGP hMHo rr BE= I 2 3 1/0, Heat-Strengthenad Glass 1/4' INSULATED AIR SPACE 1/01 TEMPERED GLASS , 34 . 4 3 RHVISED As. E' Z ;2 r F - ,a I� w xe• aeiiii co - Q/'�n O N A No n° w pp / 11 • H1AV},6ASTMjLY,DE=AIL: Iv11u�iNpmduttCon ro SOTOS• ��SNGH4BBR • •IIF�-VF4 • ••e • IS�',��j✓i LA�\)� 1\e/� 6501 NW 90th St. RMsad to Domply w ►D00004 -11 Ol 00 ,r Revised to Comply w/ FBC2007 k added MEDLEY, FLORIDA 33186 225 �..� Insulated Glass 01/22/10 (305) 698-8660 r .. bh•Id Yugt•Po,nt 14ob 01/27ALI s • MANUFACFUAM OP QUAUFP ALUMINUM 07NDOWS AND CUSS DOORS Pwrl CWN Ma atyeryr trnrrprd a Itrwu 9AMr Rer1Ad to.°mpU w/•QODD roe • III: R tDCbm w E014 I(- • NO*APMMAV IMPACT fRENCH DOOR a OF 6 ��; ttAeon srdk So, a 18 Impact" French Out —Swing Door •'i.a•P•rte" Nelson Er aso OL E0 12 n.t.a. Poi Au,Mrrl Aarrlrlr Annarn FD-2003 RrMrMn 14w4 G ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �a 6lfl p F 9 3/0' D,D, STEEL BDLT TOP 56 GUIDE ' 3/8' D.D. STEEL BOLT GLIDE 56 3' �® 3. 0 I t/2 I 3.5 14.50 .076 -il'- --II-•07 050 .875 ,0620 ,096 986 �- 1.750 1.750 .687 065 I7 � 1.259 -I 'I .908 � .074 ,127 g gg d gg 8 FLUSH BOLT AND TWO -POINT LOCK GLAZING ADAPTER QUARTER ROUND #L-910 28 (IL/18') BEAD O FRAME HEAD PANEL HINGE STILE #FD-634 1 L-901 O a y 49 ANGLE GUIDE #L-907 - 1,812 - 1 0 r @ AFD-627-1 �716d19 ,730 I 4.I87IT I.50� �-124 I I T IRS I- 2.031 --{-� � • 8 I A98 .I00 .064 •D64 2.000 11 HINGE LEAF 10 QUARTER t.750 075 I NL-912 I I.s00 r070 5.05 4.500 ---� II IG p a INACTIVE -PANEL BOLT .060 PANEL LOCK STILE 2 FRAME SILL T- O JIL-902 O OnUSH 47 ANGLE GUIDE .835 6 �L-906 ;44 1 1/2" LONG /FD-826-1 1.812 -I . .65 .808 -ice--I 1-'-- 1.75 -I � L750 � F 2 �. MULTI -POINT LOLK ACTIVE LOCK DE •, MULTI -POINT LOCK PASSIVE .066 .063 QUARTER ROUND Q ,123 _I- (1/4`) BEAD 1.250 pL-911 .072 .214 04s� I^ 1,625 -{�0.198 ,065 � I p! • • i HALF ROUND 4.000 072 - S0 4.500 42 FALSE YUNTIN ADAPTER.500 TURN o o t t/2' O'RAIL JAMB ADAPTER AIL-B13 kL-909 ,O.L O4 KNO �L-904 082 .100 50 51 52 53 ��1/8' SIDEIITE PANEL ALUMINUM PLATE 35 FNxPoNV1 PVC Com osMlon-Town Plastics Ino. 11. FPVC 81oolc Co ornd No. 7200.76 1.012 4.348 PHYSICAL ASTMNO. 2" LONG Dvomw Hard,e•'A•,l0sw 75 D-2240 Sgr.#HC-002 Ttwflc Gr S4 1.45 D•792 0.079 O,OSB J TemOe Stre•gd4PS[ 1640 Db3o PANEL TOP k 4A66 O ACTIVE HANDLE t TRIMSET PASSIVE HANDLE L TRIMSET UNimeb EbnrAb%% 34D,0 D-638 BOTTOM RAIL FRAl1E JAMB Modulus@ ID05:E1•rladm,PSl 765.0 D63o #L-9D6 O �L-903 44 i FRAME � SHEAR PLATE �• I Bdllmw •31.0 D-746 '1. Whita: Compound No. 7267.76 9 PHYSICAL ASTM NO. 2b66 Duromicr Hwdan'A'. 10 sm 75 D-2240 I• ALL DIMENSIONS SPECIFIED ARE IN INCHES 218 10a •500 9 a Spocirmorsity 1.45 D•792 f• SHE ELEVATION AT SHEET 1 OF 8 FOR m n� a TemilestrMoh,PS1 1640 D-AB ANCHOR O.C. MAX. SPACING AND LOCATIONS T Ili S UlEmeb E1.060%% 3aO D638 PRODUCTIUMSED 4.900 Modulm® I00%Elmestim, PSI 765.0 D-636 7� 8 A 4j scornplyinswigi wPlorids Im tH t0mm .30.0 D-746 BundlogCodo 9 46 FRAME LOW SILL • • A4NgIwrI • O7 O �1L-916 • Li13A:B: A • • • • REFER TO DETAIL '133' AT SHEET 0 3 OF 6 PROS 4' • • • FOR ADDITIONAL NOTES AND LIMITATIONS. QBOTTOM GUIDE DOTTOM GUIDE Q I • MI rD PwduN6Comrol • • � • . •N j �� Re n N • • •r T�/T 7� T Cc':O��i� Reiland In oomptI w PBCE004 -11 Oi 06 / \/ 8501 NW 90th St. ,Q �•�\ '•" L� V�/ I y MEDLEY, FLORIDA 33186 STEEL BOLT 3/8' STEEL BDLi - 22g Easi.od to oomp�P w/ PECB007 k added „[ *. �; C LnsWAted 111- 01/22/10 (305) 696-8650 = Vkftd 11RFPoint Lo}k 01/21#11 • • maxne m OR ALUYINDY wimrS AND 0"a DOORS -77AIrLES2 3TCEL PLY W :: murr TIC . R. 4d to oomplP w RIND • P-4 e,..,, r+.e a v .e vv.Ab rx.v SM.1, Optional Multi P -Point Locks <n 5/15. Oa sts t./- Tea P'" <.> 3/r D.D. SSS a/- 06.4 Par) 0 : • • M vlt YPAbr QF R Bed to om w 014 R 6 or a �� OPTIONAL 48 TWO -POINT LACK 86.0 pal DP) 18 INACTIVE -PANEL •w•e as 1,t r u „ R` P:•'Z� son E ( p1Q,••Q�� /LB wto9 j'brte Impact French Out -Swing Door 1a• Active Lock ASHLAND N45110-STACT5 PoecI,, Lock ASHLAND NV5110-STPAS4 LOCK /HC-050 FLUSH BOLT #HC-001 IP ss/• k�a Nel000 &ezo Ol EO lE s HANDLE 6 TRIMSET ASHLAND NM5201A-A HANDLE L TRIMSET ASHLAHO N1520IA-P (+/- 78.0 paf DP) ,.r,ne L ' G s 1 �J R-W 104 1,,,, _ /rah Ala A_ -Is"' DATE n.ta. FD-ZOOS ••• • • • • ••• • • • • • • • • • • • • 5d25=7 BCIS Home Log In User Registration Hot Topics Florida Building Code Online if Suirnit Sunk St is g Facts pubficatioffis FBC Staff BCIS Site Map Links Search dbProduct Approval L� ~ USER. wdaic user •� Product Ao�roval MenuMenu > orodugt or Application.Search Search > Aprivtion list - — Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other 2014 Revision ALL ALL ALL ALL ALL ALL ALL • • • FL# • • Product Manufacturer • • • • Subcategory • • i • • i Compliance Method • • • • Quality Assurance Entity Contract ExOW.0 Product Description Approved for use outside HVHZ 000 Design Pressure •••• •••••• • • • • Refino iQarch • • • " • • 14569.6 • •••• ALL* •••• • • ALL* •••• •• •• ALL* ••••• • • ALL • • • • ALL•••••• • ALL• • • • • • • • 000 • ALL: • • •• Search Results - ppplicatwrts Type -- Manufacturer Validated By FL# _ _ _atus ----- -- National Accreditation & Approved FL14 69- Revision JELD-WEN FL14569.6 { Management Institute i I R7: Model: Contours Steel, Wood Edge 1 (804) 684-5124 i History _� I Description: Opaque Door, Outswing, w/ or w/o f Sidelite, 8'-11" x 6'-8" Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies — r _ Contact Us :: 291 Blair Stone Road Tallahassee FL 32399 Plane' 850.487-1824 The State of Florida is an AA/EEO employer. CWYdrtk 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are pudic records. if you do not want your e-mail address released in response to a pudic -records request, do not send electronic mail to this entity. Instead, contact the office by plane 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 email provided may be used for official communication with the licensee. However email addresses are pudic record. If you do not wish to supply a personal address, please pride the Department with an email address which can be made please dick h here lade to the pudic To determine if you are a licensee under Chapter 455, Product Approval Accepts: ®� rttEck Credit• Safe secu r i t �• at t-a�x1 cs 1/1 http://www.floridabuiidng.orgtpr/pr app lstaspx 398 East Dania Beach Blvd. //CA\\ BUILDING DROPS Suite338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Fv-aftiaflon Report ::q: ...... ... ...... Of • .... .... . . .... .... ..... JELD-WEN, inc. • ...... . . ..... Contours Steel. Door, Wood Edge • • • • • • • • • • • • • • 6'-8" Outswing Impact Glazed Single or Double ljoor;Unit •..;;• . 0 0 0 * • *09 for • • Florida Product Approval Report No. 3392 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Door Assembly Swinging Exterior Door Assemblies Contours Steel Door, Wood Edge Wood.124 Ga. Steel 74"x 80.75" Prepared For: 37,17 F. Prepared by: G 'A i-lei-mes Norcro. 11.r.- - :i N 78' Florida Professional Engineer # 73778 Date:01/26/2015 TAT OF O Contents: �i''n�S,-•••.....•-'•• CjN�``� Evaluation Report Pages 1 — 5 Digitally signed by Hermes F. Norero, P.E.et/t�,}o ero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2015.02.09 11:15:53-05'00' BUILDING DROPS Date: 01/26/2015 A Perfect Solution in Every Drop Report No: 3392 �.' Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. bl Exterior Door Assembly • • • Product Category: ' ...... .. . ...... Swinging Exterior Door Assemblies • Product Sub -Category: g g • • • • • • • •••• •..• Compliance Method: State Product Approval Method (1)(a) • • • • • • • • • • • • • ...... . . ..... Product Name: Contours Steel Door, Wood Edge • (Impact) • • • • •••••• 74" x 80.75" • Scope: This is a Product Evaluation Report issued by Hermes 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. Hermes 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 JW0509-03, signed and sealed by Hermes Norero, P.E. (FL # 73778) for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509-03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-03 for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 /a/A\\ BUILDING DROPS Date: 01/26/2015 0 A Perfect Solution in Every Drop Report No: 3392 Certificate of Authorization: 29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance pragNe*m audited by an approved quality assurance entity through Natioribl AfteditatrW& • • •"• Management Institute, Inc. (FBC Organization # QUA178f3). • .. ... .. . ...... .... .... . . .... .... ..... Performance Standards: The product described herein has been tested per: • ...... . . ..... .. .. .. .. ...... • TAS201-94 •••••• •• • TAS 202-94 ' . . . . ...... • TAS 203-94 • . ...... • • • ... Referenced Data: �• 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL-210-3195-1, Report Date: 01/08/2013 Report #: S1W2011-070, Report Date: 06/03/2011 2. Quality Assurance National Accreditation and Management Institute (FBC Organization # QUA1789) 3. Certification Agency National Accreditation & Management Institute, Inc. (FBC Organization # CER1773) 4. Material Certification Miami -Dade RER — Product Control Section NOA Eastman Chemical Co. — Saflex HP Interlayer 5. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84-08 Report#: 3113726SAT-001 R1 Report Date: 03/13/2009 Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS (/ A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 01/26/2015 Report No: 3392 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology,; f apyi betweembAted see*:* editions of the test standards listed below and those editions referenced in the cOrtenf Floricjt 8ptloing Code' JELD-WEN, inc. has tested their products to the following test standard edition(SI., a • as 0 0 :***a • .... .... . 1) ASTM E84-08 .... .... ..... ...... . . ..... Chapter 35 of the current Florida Building Code references the following editions pf I;; abov�i7yP4jione4 test standards: :so:*: . . • • *see:* 1) ASTM E84-09 as • ... 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. Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For 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 (U), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW0509-03) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF Negative 60 PSF Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 tp CERnJ 0{�4 Xcc4�aJr T a It �".�:%' ED NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: N1011062-R1 3737 Lakeport Drive Certification Date: 04/17/2012 Klamath Falls, OR 97601 Expiration Date: 04/30/2020 Revision Date: 10/27/2014 Product: 24 Ga. Steel Wood Edge Impact Rated Opaque Doors w/ & w/o Impact & Non -Impact Rated Glazed Sidelites (w/wood frame unless specified) Specification: TAS 201-94/202-94/203-94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at wivw.Nanticertitication.cotn. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & Outswin Opaque Size Pos/Neg Rated Comments X US Opaque 3'2" x 6' 10" +65/65 psf Yes NCTL-210-3801-2/FL 1802 Single Max Panel Size: 3'0" x 6'8" Installation Details: JW-32012FL Qualifies Configurations: X X O/S Opaque 3'2" x 6'9" +65/65 psf Yes NCTL-210-3801-2/FL 1802 Single Max Panel Size: 3'0" x 6'8" g Installation Details: JW-32012FL Qualifies Configurations: X OXO I/S Door -Opaque 9'5" x 6' 10" +65/65 psf Door -Yes NCTL-210-3801-2/FL 1802 Single w/Sidelites g Sidelite-Glazed Sidelite-No Max Panel Size: 3'0" x 6'8"/Daylight Opening: 1'9" x 5'3" Glazing: IG- I/8" Tempered Installation Details: JW-32012FL Qualifies Configurations: O/X/OX/XO/OXO OXO O/S Door -Opaque 9'5" x 6'9" +65/65 psf Door -Yes NCTL-210-3801-2/FL 1802 Single w/Sidelites Sidelite-Glazed Sidelite-No Max Panel Size: 3'0" x 6'8"/Daylight Opening: 1'9" x 5'3" Glazing: IG- 1/8" Tempered Installation Details: JW-32012FL Qualifies Configurations: O/X/OX/XO/OXO OXO I/S Door -Opaque 9'5" x 6' 10" +65/65 psf Door -Yes NCTL-210-3801-2/FL 1802 Single w/Sidelites Sidelite-Glazed Sidelite-Yes Max Panel Size: 3'0" x 6'8"/Daylight Opening: 1'9" x 5'3" Glazing;!"- L6dloatC--1i$" 4Rripalgd �IaV?1790" Solutia PVB Interlayer/l/8" + • AnfiealedGlassVI/B"'PcmperedGlass +. +: .:nslall;ion alas: JU32012FL +• + a1iM?Co,R'i ,ttid,s:"X/OX/XO/OXO OXO O/S Door -Opaque 9'5" x 6'9" +65/65 psf Door -Yes NCTL-210-3801-2/FL 1802 Single w/Sidelites Sidelite-Glazed Sidelite-Yes Max Panel Size: 3'0" x 6'8"/Daylight Opening: 1'9" x 5'3" Glazing:IG+-"minatg %" QLAWaled Qlh&sl.QA; Solutia PVB Interlayer/l/8" Alnneal. • :. + .In tally ic; IJetails: oJ�3;1J l2FL Glass +'+ +Qualm? Codli rationS:O/X/OX/XO/OXO National Accreditation & Management Institute, Inc./4794 George Washington Memorial HigW/HaVA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 • • •NAMI AUTHORIZED SIGNATURE: " tqovl rt- � ��O Till x NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: NI011062.01-R1 3737 Lakeport Drive Certification Date: 04/17/2012 Klamath Falls, OR 97601 Expiration Date: 04/30/2020 Revision Date: 10/27/2014 Product: 24 Ga. Steel Wood Edge Impact Rated Opaque Doors w/ & w/o Impact & Non -Impact Rated Glazed Sidelites (w/wood frame unless specified) Specification: TAS 201-94/202-94/203-94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namieertilication.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & Outswin Opaque Size Pos/Neg Rated Comments XX US Opaque 6'2" x 6' 10" +60/60 psf Yes NCTL-210-3801-2/FL 1802 Double Max Panel Size: 3'0" x 6'8" Installation Details: JW-32012FL Qualifies Configurations: XX XX O/S Opaque 67' x 6'9" +60/60 psf Yes NCTL-210-3801-2/FL 1802 Double Max Panel Size: 3'0" x 6'8" Installation Details: JW-32012FL Qualifies Configurations: XX OXXO US Door -Opaque 12'5" x 6' 10" +60/60 psf Door -Yes NCTL-I 10-11987-1/FL 1802 Double w/Sidelites Sidelite-Glazed Sidelite-No Max Panel Size: 3'0" x 6'8"/Daylight Opening: 1'9" x 5'3" Glazing:lG- 1/8" Tempered Installation Details: JW-32012FL Qualifies Configurations: XX/XXO/OXX/OXXO OXXO O/S Door -Opaque 12'5" x 6'9" +6a/60 psf Door -Yes NCTL-110-11987-1/FL 1802 Double w/Sidelites Sidelite-Glazed Sidelite-No Max Panel Size: 3'0" x 6'8"/Daylight Opening: 1'9" x 5'3" Glazing: 10- 1/8" Tempered Installation Details: JW-32012FL Qualifies Confi orations: XX/XXO/OXX/OXXO OXXO I/S Door -Opaque 12'5" x 6'10" +60/60 psf Door -Yes NCTL-110.11987-1/FL 1802 Double w/Sidelites Sidelite-Glazed Sidelite-Yes Max Panel Size: 3'0" x 6'8"/Dayligght Opening: 1'9" x 5'3" Glazingift? LMIatg-b. " JlWa2d �Jazs1.Q90" Solutia PVB lnterlayer/l/8" • •: VC•aho Olasf1/ "?c=npered Glass • • finssalletiow Dtta s: JU32012FL • ti l;ifies Confi?urati5ns* X"XXO/OXX/OXXO OXXO O/S Door -Opaque 12'5" x 6'9" +60/60 psf Door -Yes NCTL-110-11987-1/FL 1802 Double w/Sidelites Sidelite-Glazed Sidelite-Yes Max Panel Size: 3'0" x 6'8"/Daylight Opening: 1'9" x 5'3" Glazing: 0-:.aminats-1/$" jAwaled Cotags/.Qf" Solutia PVB lnterlayer/1/8" • dtQieall4as4/1AE�Tc� cl�dGlass • • • •installation Details: •) 32012FL ualifies Confiturations: XX/X?CO/OXX/OXXO National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Haye 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 • : • NAMI AUTHORIZED SIGNATURE: • • ` 1 4 9/16" -1 DETAIL A -HINGE .MOUNTING_ DETAIL SCALE.- 3" =1 '-O" DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD/MASONRY x 1-3/8" DEEP DETAIL E ASTRAGAL RETAINER STft/KE PLATE FOR SILL SCALE.- 3" =1'-O" ANCHOR ® EXTERIOR SIDE EXTERIOR 2 13 7 34 2 O O O O INTERIOR 13 DRILL 3/8"' ASTRAGAL RETAINER BOLT HOLE THRU FRAME/MASONRY x 1-3/8" DEEP DETAIL B DETAIL C THROWBOLT STRIKE PLATE FOR HEAD STIi/XE PLATES TO JAMBS SCALE.- 3" =1'-O" SCALE: 318" =1'-O" to' rillill lu;t 5 41/2-Z--@ DETAIL D STRIKE PLATES TO ASTRAGAL SCALE.- 3/8" -1'-0" 1/2" x 1/4" CU—D SPACER Y Q t.. 4 1/8" TEMPERED GLASS 1/2" AIR SPACE 0.090" PVB NTERLAYER BY EXTERIOR SOLUTIA 00 Goo � , . . . . . . •BITiE • •• • • • • ••• • DETAIL F — ENDURA ASTRAGAL • • • • • • • • D n,v�/i •G — ODL FASTENER SPACING USE i8xf" PPH WS► • 000 • • • CLAZING DETAIL ISUL•ATED GL•A SS SCALE• NTS SCALE.- 6" -P-0" • • • • • • • • • • 1/8" ANNEALED f,lu F. 0 in o O m M N O 0 at m N O N a Co In O coo coo Y O m N N a ^ LL X Kn mCL m SM EaLL m Y LijZ 0 � O .0 00 R O J 0 �2 o V) o ff �OJa U IZDo Q. CLI - v . $TATr- OF '1 4r e � JAN KI,, scue: AS NOTED DWG. BY: FAG cw. Br:S. SAFFE DRAWING NO.: JW0509-03 stun 6 of 7 10 - SEE DETAIL B SHEET 5 SEE DETAIL A SHEET 6 p R M M n ro RM i \ M � o m 00 SEE DETAIL B 2 SHEET 6 1 6" --{ 12 1 /2" TYP. 6 Typ iP44 SEE DETAIL / SHEET 6 M R� 4 — n 5 TYP. I r r r r r SEE DETAIL A SHEET 5 6" I-----h-12 1 /2" TYP. 6" 74" ALL DOOR MODELS ARE VIEWED 11 16 FROM THE INTERIOR SIDE SEE DETAIL E SHEET 6 ANCHORING LOCATIONS OUTS►YING SINGLE UNIT (X) SCALE.- 1/2" =1'-O" .DETAIL A DETAIL B SCALE- 3" =1'-O" SCALE.- 3" =1'-O" ANCHORING LOCATIONS DOUBLE w SCALE- 1/2" =1'-O" woo go • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • . • • • • • • ••• • • • • • • • • ••• • • 0 • • • • • • ••• •• • •• 0 ra w n Mao rn v> SEE DETAIL B o o M o N SHEET 5 A t m C4 o • n0coco � d m=vr O-jmW)in M ►M EaLL �v n M Y ' I M WW2 g�o Z 3�S � �3D� 24 SEE DETAIL A o u SHEET 5 ��I z_ o (° rn 0. a 1I F. Na-Z9y7$' sc&E:AS NOTED � c p F = M. BY: EAG u ? CHK. BY:S. SAFFE DRAWING NO.: • JW0509-03 rs�x c �4/0� kb. ase�e SHEET `�L of 2- 1' MIN. 1' MIN. 1' MIN. 1" MIN. - 1/4" MAX. SHIM THK. SEE DETAIL A e SHT. 7 1 34 30 21 SEE O J DETAIL G C SHT 6 23 l 22 O N � o 1 M 21 m 30 V 4.JVERTICAL CROSS OPERA2-INC UNIT X BUCK TYP. OPTION IN MASONRY/CONCRETE (SCALE.- 6" =f'-O") 1 34 1 1/4' MIN. EMB. �- �I , /4- MAX. 1„ SHIM w I -- MIN. 1" SHEETSEE ETAIL A 15 2B 29 G c v o MIN. O m O m N 22 QtmNo SEE Ln i4 CL p m 9 DETAIL G S.T. 8 Y ► m " .t r 1" G J A min 1„ MIN. MIN. ;��Jkk I.QB k M t x CL t0aIL33 �_ERIO X 6 G7TOd/ TYP 2 4 OPERATING UNIT >X BUCK 35 32 OPTION IN A(ASONRY/t'ONCRATE 20 1 1/4" `I 2 (SCALE. 6" =f'-0") 1 MIN. EMB. _T O W z0 1 1/4" MAX. SHIM IW 2v O I SEE DETAIL A ," MIN. z d $ Or W � 22 SHEET 7 1' O 3 O Zv) SEE 9 MIN. U� o _0 DETAIL G SHT. 6 J0 x 21 � � 0 11 U nd 31 D j p ao INTERIOR �. � MIN.1" Wzo� N 0W ^�S *,' :,� :114::; :.f `..•� �.-,; •�{7,�.,Lr MIN. � O � \ o U F�E6l4B /\ n O D� X2 MIN. 3 20 34 1 � y OD EMB. 35 4 34 19 20 C HORIZONTALm 2 6 U z .. ? 1 2 31 32 4 OPERATING UNIT 1X BUCK OPTION IN dlASONRY/CONCRETE a RIGHT HINGE SHOIIN, LEFT HINGE OPPOSITE SHOIrN 1' MIN. ° .. (SCALE' 6'=f'-O") O F 0 Z 1" MIN. a' \ Z Z o a 5 a. d \ •• ••• • • • • • •• NOTE• •• •�• • • • • • cc r` LC 0 SOR7ApC0: M�S01>)R..ND•.OdD14 .G1ii9R SPACING (ITEMS ,/3 8 /34), SEE .. v SEE DETAL A 1" IN. Q 1" MIN. \ ON SHEET 7 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HW1610 GAN9!- LONG �AS MINIMUM EMBEDMENT IS ACHIEVED. ,11 $ F � � Z .e • • • • • • • • �•• - ,p � 1�" i • �4.:: ��G Ns�':,• O DATE: 8 18 13 SCALE: AS NOTED d i SHM i i/2 MIN. EMB. • • • • •• • • • • * i * = i• - • • • • • • • • • „ p ' t Dwc. By: CHIC. W:S. SAFFELL CONCRETE/ MASONRY OPTIONAL BY MASONRY/CONCRETE INSTALL % O �'�.`� CROSS SECTION OF HEAD OR JAMS '�=. DMWOM NO.: JW0509-03 SHEET 4 of 7 OTHERS • • • • • • • • • • • • • - �d�� • • • • • • F• n • • • • • • • • • • • •• 0• • • • •• •• 4 3 5 1 MINI" 1/4" MAX. 1 1/4" MAX. 1 MIN. 5 3 4 I SHIM SEE DETAIL A SHIM �� SHEET 7 15 22 SEE SHEET 1" c 1 MIN." SEE DETAIL G 7 9 MIN.Z�r so 0�1 r JO SHT. 6 30 a 21 n 31 G > 5n O c O m o can N 9 21 2J Gj N A" y�O MIN. `,a, _ ;•-' ,..:4: :.�.,'.t: • ` 6 MIN. + v O m GGo 33 t �5 f.✓ +f t1 L i ''� .� 5 5 f51 ' 't �a M vv A nLL r i y1 �aLUY( a 25 24 21 29 S M A U. 32 21 28 4 3 20 20 Y 1 19 A Bffa&ZaML CROSS 6 3 VOOD INSTALLATION (SCALa£ 6" =!'-0" 6 9 IFOOD INSTALLATION SCALE 6" =1 -0" W 5 4 34 1 1/4" 1 1/4" 8 p l_ MIN. EMB. 1/4" MAX...{ MIN, EMB. F"-� _r W W Z O z O 1/4- MAX. ''{ 1 0 j''� I I SHIM SHIM I 1^ I O O O U MIN. 1. SEE DETAIL A 28 29 22 SEE DETAIL A SHEET 7 MIN, 3 U MIN. SHEET 7 15 SEE 1" MIN. Q DETAIL G x 9 'A m O SHT. 6 30 v , K 9 30 21 21 raj J 1 W ZOO J 23 .. a V) V) ��0I I(-j a Z 1" MIN. MIN. '.�;«,;t.'; F ,.:ram :' . ;. .�.. :., .�.. ,I .p;.;.%:C"`,_ t. f.t?•... ,' :^i:r,'� l':'� � � ' .�,l;.:i`.` ra' MIN.1" MIN. K O W O N_ :. { l .4„ 00 J Ix EXTERIQB o 6SAXTIGY 3 SCALE.• 6" =1'-0" 6 D 6 3 CONCItzrr INSTALLATION (SCALE.' 6" =1'-0") NOTES: ASTAGAL FASTENER SPACING DEIAIL F. SHEET 6. (TOTAL OF 14 SCREWS). LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. BOTH PLATES REQUIRE 18 X 3" PHILLIPS FLAT HEAD WOOD SCREWS. 2x BWjX TO FI0STjATFj FASTrbVNG yAY j1TILIZFy WMONAL 3/18" ITW BUILDEX TAPCON. q�FOi TAPCON 4ONR*:4D jYOq*p S&?E4 ANCHOR SPACING (ITEMS 15 & 134), SEE SHESF 5. • • • • • • • • • • FOR •IORIZW" ANCHOR IN V( BUSK OFTM 4N M4SONRY/CONCRETE SEE SHEET 4 FOR DETAILS. \\1111111!!!� © OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OE�1 CNIf, fl A�'4ONG AS MINIMUM EMBEDMENT IS ACHIEVED. % �,�� U , • • • • • • • • ° No .7,3r 7$' • • • • • • • • • • � TAT E � n. � ••• • I • • • ••• • • I • • • • • • • • FBPEC /OIR Y8578 • • • • • • • • • • • • 000 0 0 • 000 0 0 ":AS NOTED G. BY: FAG K. SY:S. SAFFELL IWRIG NO.: JW0509-03 EET 3 of 7 JELDrWENo Steel CONTOURS STEEL DOOR, WOOD EDGE 6-8 OUTSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL? INC. AND ENDURA PRODUCTS INC. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLO WING: TAS 201-94 TAS 202-94 TAS 203-94 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCTANCHORS SHALL SEAS LISTED AND SPACED AS SHOWNON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE 1, PAGE 1. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) 6. PRODUCT DOES NOT REQUIRE SHUTTERS RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021 " min) thickness. Galvanized steel A-525 commercial quality AKDO per ASTM 620 with average minimum yield strength Fy(ave)=30627 psi. Core Design: Expanded polystyrene with 1.0 to 1.25 fbs density, by Jeld-Wen Inc. Panel Construction: The active and inactive panels are constructed from 24 GA (0.021"min) galvanized steel. The (ace sheets at top and bottom are bent 90" over the top and bottom rails. The top rail measures 1.0" high x 1.688" wide. The steel bottom rail measures 1.21 " high x 1.688' wide. The sides of the face sheets are roll formed into the latch and hinge stiles which measure 1.00" high x 1.688" wide. The Interior cavity is filled with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are cut out for the two-piece ODL Aluminum ALLEN frame. Units are glazed with tempered and laminated impact I" IG. On double door applications the inactive door is filled with an extruded aluminum astragal of 6063-T5 alloy, manufactured by Endura. Frame Construction: The frames are constructed of fingerjolnfed pine jambs measuring 4-9116" x 1-114". The head Jambs are mortised and buttJoined to the side jambs, and attached with three (3) 16GA 7116" crown x 2" long staples on each side. The threshhold is attached to the side jambs with three (3) 16GA 7116 " crown x 2" long staples on each side. Glazing: ODL insulated lite is 1' overall thickness, consisting of one (1) pane of 0. 125'tempered glass; 0.5' air space; two (2) panes of a 125" annealed with .090" PVB intedayer by Solutia. All Iftes are sandwiched glazed into the panels. 37 1/2" MAX. FRAME WIDTH 35 3/4' MAX. PANEL WIDTH ~I C) 2 0 20 1/2" o _ — MAX W 16 D.L.O. W a 15 3 N \ Q n SINGLE OUTSYING UNIT i SCALE' 1/2" -f'—O" 0 a � 74" MAX. OVERALL 02 FRAME WIDTH p m 0,48 36 1/2" MAX. w oa O GO m 00 PANEL WIDTH i cYo _' a v W/ASTRAGAL p -j M u1 v1 a�U-"x >ti^rr X SM dU. E 20 1/2' 20 1/2" MAX — MAX O i D.L.O. D.L.O. c W INACTIVE ACTIVE w Uj t O P. // 0 3LIN a $�z 3 �Q C E O C 4 3 4 Ed R � o Uj tYO �\ �\ I� ; � REF ASTRAGAL BOLT ITEM # 12 TABLE I DESIGN PRESSURE RATING APPROVED FOR USE WHERE PROTECTION FOR WATER INFILTRATION IS REQUIRED POSITIVE HMO PSF NEGATIVE •60.0 PSF TABLE OF CONTENTS SHEET#j DESCRIPTION HORIZONTAL CROSS S OPTIONAL 1 X BUCK IN CROSS SECTIONS 1)OUBLS OUTSIVINC UNIT (XX) SCALE. 1/2" ef'—O" •• ••• • • • • • •• 1 NWES: • • • • • • ' 1 •-Lt*V1�1R:OCAC ERTERIOR, • • 2 0 R 0 ANC4OR IN 1 X BUCK OPTION IN ' • • • • MASONRY/OONOREft SEE SHEET 4 FOR DETAILS. 3 — FOR VERTICAL ANCHOR IN 1 X BU %ORT1pJJ IN MASONRY/CONCRETEFF,fAfS% IL`- 1 6 1 COMPONENT DETAILS 000 •1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f78 ' SCALE: AS BY: 0r Ud CHK. BY:S, F. 1 JW0509-03 M76 SHEET _L OF 7 L � 4 9/16"� M T-- 2 3/16" - ' (B FINGER✓OINTED PINE SCALE.• 6" =1'-O" z F 2 1/2" 1 O 0 4" O O --II- -- 1/16" (Min) OBUTT Ejl SCALE- 6" =B GA. 6" =1'-0" �--i 9/16" 9 N WEATHERSTRIP QDS-650 SCALE.- 6" =f'-O" 1 13116"' t" Ba GO 11/16L CH ATCH 13 ASTRAGAL STRIKE PLATE 1� (dJACALE: ASTRAGAL @LW BLOCK - WOOD SCALE.• 6" =1'-0" SCALE• 6" =1'-0" SCALE• ASTRAGAL BOLT MAT. - Cl It STEEL ROD 12 C & YELLOIY CXRQ�(,�TF. SCALE• 6" =1'-0" R 40 40 w � O > OGO OP�1N 2N O O CO 00 4 9/16" .0aai O �'0 V S N N MOJ mLnto O ^ LL x a 11 jg$ HOLD E (�NDURA) S `n xi SCALE 66" =f'-0" '0 Y ip I o�o cr .1 I n n �aL9 w 8�L9 2 �I o-OO a LHINGE �/5/16"--1 h' f/8. �ZUat IL (LYL o '"STILE (LVL)B M ILSTILE LYL ��. S L. SGA MINGALV. 6" =1'-0" SCALE. 6" =1'-O" NODU .0 n m - 17 0 O •• ••• • • • • •• • dAff A a1'r0"•• - 1 3/4" n • ODL ALLEN 60G3 T5 FRAME • M •• SCALE• 6" =1'-0" 1111`cS F'Nn��i_ 3/16" C-SINK. E-- NOTE i • i • • • • • • • • �G S '- P DATE: 6118113 1-USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT • • • • • • • • - rr:'� p WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. • • • • • • • • 'N „� 76 i SC&E:AS NOTED 2-USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. • •• • • • • • • *L-,r ' * Owc. BY: EAG 00 3-USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. crxc. Br:S. SAFFE WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. OH !•,►•u �� oyAwt4 NO; DETAIL A - COUNTERSINK DETAIL 000 • • • • 000 • • ' • ° JW0509 -03 SCALE i/4" =1 "-0" 0 • 0 :.: • • • F��fI�i�6 m7s sKm 7 OF 7 • •• •• • • • •• •• ••• • 0 • ••• • • a, 7`., — �, ,��-�. %' VK go rZ xfS-� _ - No 38398__ . I X7. W. �-S- . . Edward A. ••• ••• • LARDERS RE$ s ii� CONSULTING ENG - ''`r,;,f,�C�NA4y�� 7 �•� �i�'•.•�. ••� I �I ... . . .... . 6,02 • 1'-c? . Z�R(S�o SG, rA (6 2e� (6> (o ? cp f .. ... . . . . . .. P.E. #038M :. ' :: • . ' :: :. Edward A. • i RE • E345)823-3938 • •4 '00LANDERS•• • • • • CONSULTING ENGINEERS ' '•' ' . . . . .. . . . . AMERICAN SNOOD ADDENDUM March 2013 to the 2012 and previous versions of the Design Values for Wood Construction ® for Wood Construction) National Design Specifications (NDS ) (a supplement to the Southern Pine and Mixed Southern Pine 20 2 NDS, 2005 NDS, and the2001 DS are shown belower, June 1, 2013, design values for allgrades of visually -graded Effective use wit the are shown as underlined). These values supersede values published in 2". 4" thick will change. The design value (values that will change on June 1, 2013 sion bar AWC March 2012 Addendum. for Visually s Table 4B Reference Design Values conditions. unless for normal load duration a d dry service (2" . 4" thick)1,2,3,4'-1 (Tabulated design values are factors.} description of design specified otherwise. See NDS 4.3 for a comprehensive TABLE 46 pp,lUSTME FACTORS USE WITH inch p"i n values in ndsI a ware t Grading Species and '': Tension Shear coinpresaion compression Modulus Of Specific Rules P�� per}>=ndtcular parallel Sizes Elastid GravityE Agency parallel r i classification Sending to grain to !Fain to 9n to grain E iK,r G F F . 175 660 2650 1,90D,000 690,0D0 DerueSekd 27dd i•g04 565 1.900 1,800.000 660.004 SttueGtrai 1 ` 1.650 175 480 1 8 NSor OBn Select Struetural i � 1 •aso 175 1�� 660.000 660 �_� i� i i 175 0.55 1 1• 004 No.1 Dense Y . 4' vide ? 00 175 i i 10 000 SPIS 480 o 1 NO' No.i Non -Dons 875 175 _ _`3Q Sgp.040 060 • o IN 175 -1a.d04 Not Dense 1200 1100 g75 175Q �- l 0( 470. 1.�c?Q Not y� S00 175 48 J 4 7 i ODO 70.000 Not Non-0ense 175 565 1 glum No.3 and Stud � � 175 565 3� 4,4Q.pp0 0.55 Corgtntdion 175 4' vide Stated 175 i,90D.000 690.000 175 660 DenseSeled Lim1.650 555 1.800 i.80D.000 660,000 S't, t�t4frd Soled Structural i75 1.450 175 480 1 7 � 6 select680-009 nu Select Structural 1.850 � 175 660 },�Q 1,t300.000 660,000 0.55 SP18 iW0 LM iyE No.1 Dense � - 6' v[de ,�� $� 175 565 1.450 1 400. 510. No.1 • NO Non Dense (Hj(� 1�77 175 �C11 ! Q 580.000 1.050 � 175 660 1a4 j4 .M 10000 Not Dense S00 i75 565 1�00 147Q•00Q � � zaw Not Not Non -Dense � � iT5 480 470.000 175 %5 No.3 and Stud 175 660 t.S50 1,90D,000 690,000 Dense "ad � t•550 1.700 1,BOD, 11EA 660.00it Sdural 7u Select stiuctufai 175 565 1 •� 1. r� � � r�pp �rip pppppp i.85R 7� "tr` • • Non -Dense 1 175 4$0 • • $p18 seled Structural .175 6600.a55 1350 • � 3�1.70D • Nat Dense • .' 8' wide 12a0 800 1 • M.�Q 110.0t0 • • 480 lVo.i Nat Non -Dense 1175 -•-� 1 1 75 660 1'-� 1 �0 i�. No2 Dense SS 660 175 S65 • • 1.400.000 • • • • 1 i.3o0. a7: No.2 5-00 175 bsi ; Not Non -Demme] 175 5�` ; • • • • • • • • "— No-3 and Stud • • • • • • • • • • _ i, 7 �"7 ■ 2012 47.: G7-H ° 1,yW+k.M-Or etn ^irde L�i�. ° :�Wi:::r� 'y vi 2'`J _ 2 . ..... . ... . ...... . .... .... . . .... . 2012 NDS Supplement Addendum March 2013 Page 2 species and { Size perzlkl Parallel t�+P�d+eu{ar commercial 1 classmcadon Bwdng to grain to � to !e F ,Dense Select VS 660 Structural Salad Structural 1.7D0 1.1" 175 565 Non -Dense 1-500 !.D50 175 480 Soled Structural � � 175 660 NO Dense 1D' wide 1.050 175 565 No.1 � M 175 480 NO Non -Dense j 175 660 No.2 Dense � Ek 175 Say NaZ 75 � 175 480 No2 Non-Den3e 475 n6 175 565 No.3 end Stud Dee Select ns i 1.800 1.255 0 175 600 suucwml Sawa Structural 1 i.1 175 565 { Non -Dense LAW � 175 480 Select structural 1 1� 175 660 No.1 Dense I wide 3� i75 565 No.1 ; 175 480 No.1 Non -Dense 175 660 Not Dense 17S S65 Not Not Non -Dense � 400 175 175 480 566 No.3 and Stud to gram 11-800 1,90D.000 690,000 1,sDD,DDG 6so.000 1.5Q0 1' 0 .� 13 I Grading Specific j Rules rav Gity/ i Agency Y,r50 - S00,000 , 660,000 l 0.55 SP18 ye0D.000 580.000 1.400 1.4A 510,000 i� 1 �,000 580,000 1300 1.400.000 "S D. 1250 47G.G0G 0,G00 5?0.000 00,000 660,00068100G00,000 U47 660,0000SPl6 09MU 510.000 - W0.004 0D.000 - 1�3pp --- 470.000 Soled StrucwW 2.050 1Z00 175 175 565 565 1,80D r,=1= t,650 1, �:� 0.51 1 W 875 NO T _ 4• wide � 175 565 1.450 i'�'� i,200,000 440,000 . s� NO2 094 175 No.3 and Stud 175 565 565 1.3UD00 ,0 470,0D0 Construction 175 566 1 200,000 440,000 0.51 Standard 4' wtde 175 565175 Q i.10D,000 400.000 725 1,100 Y75 ` 1,700 1.600.000 5801000 SefectStrtx�ual 1,850 750 175 1 SW 1,50D.000 55D.000 0.51 6- , 1'3W 175 566 1 4 1,400,000 510,000 1.200,000 440.000 Not - 175 N" and SW � 11DOD 1175 WS 565 1,600 1,600.000 AM Select Structural 1,750 700 Sm75 1450 1,50000G 550,000 051 No.1 8' wide 1'20D 175 565 1.354 1,400.000 510.000 t,200,000 410.000 Not 175 No.3 and Stud � 875 175 565 565 1,600 t,600,000 580,000 1 50a Select structural 6� t75 1' 565 1,460 1,500.000 b5D,000 0.51 1.400,000 510,000 No.1 10' wide 175 Not 1m 565 1 M 1,200,000 440,000 No.3and Stud � 7�2 175 175 565 565 15w 1,800,000 560.000 SelectStnrchtral 1AW 825 575 175 565 1,400 1,SOD,000 550,000 0S1 No.1 975 175 1Y wide 175 565 1,400,000 510.000 1,200,000 440,OD0 Not 175 565 � No.3 and Stud dgr conditions such as in most Tabulated design vakres are applicable to lumber that wit! be used un regardless of the moisture content at A �. LLtMMR DWENSMS. For 2` is 4` tfiicK lumber the DRY dressed sizes shell be +�sd ( T 4 t ocetms as lumber dries has covered stru�res. the time of manufacture or use. in cskutating design values, the natural gat strength t� g unseasoned tt �� orga�dts tionu been taken into corlskWation as WOO as the reduction in size that otxurs when due two due to increased strength end st Mess resulting from drying more than offsets 0 design P . Pf . • • • • •• • • • • ••• • capacity shrinkage. 4 hat S ` 1'�', end ;-/' thickness, S'fidESS4tATED SOMM I on far various grades of Southem Pine stress-rated`bt Standard Gr.�9 Rules for Southelrr Pine t-un fiW- 2, the Sow u Pine Inspection Bureau (SPB) in 2` and vrlder is available from the S the . O V . ... . •.. . . . . .. . . . . .. • . • . . .. •.. • ... . • . ... . . . ... . . 2012 NDS Supplement Addendum March 2013 Page 3 NNE. To obtain recommended design values for Spruce Pine graded to SPIB rules, mux* ttie 3pmwate design values for Mixed 3. conversion fay to shown below and round io the nearast 100,000 psi for E; to Wiest'• 0 ;or Eri smr,hem Pine by the carrespand �3 for F,, F,, and F_ d i3OW psi O g P" to U-+e next io,tbr mukiple of o i� for �, and F.�; to the next [over mut6pla of 50 psi CONVERSION FACTORS FOR DETERMINING DESIGN VALUES FOR Modulus SPRUCE PINE Tension Shear Compression Comprel of parallel parallel perpendicular parallel Elasticity Bending to grain to grain to grain to gran FY $and Epp pb Ft 0.82 Conversion Factor 0.78 0.78 a 0.73 0.78 4. SIZE FACTOR. For sizes vrider than 127, use size factor for Fa `�, and F. specified for the i 2" width. Use 100 of the F , Ft, , and E,; , specified for the 12- width. 5. When inonr�ual species or species groups are combined, the design values to be used for the combination shalt be the lowest design values for each individual species or species group for each design property. li gpednc ra ' , G based on w . ht and volume when overAr . •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• • •• •• • • • •• •• ••• • • • ••• • • �r�SS?— Y 'a.•-d�`�,�! ., �� 'v' . fir' Certificate of Completion Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department Description: REPLACE KITCHEN CABINETS, REPLACE BATHROOM FIXTURES, RECONFIGURE MASTER BEDROOM AND CLOSET Permit Type Building (Residential) Bldg. Permit No. RC-6-17-1668 Owner BRIDGE INVESTMENTS II LLC Contractor ALZATE CONSTRUCTION INC Subdivision/Project Date Issued 07/15/2019 Construction Type V-B Occupancy Single Family Square Footage Location 9701 NE 4 AVE Miami Shores, FL 331382481 Type 1,000.00 Flood Zone X If the building is located in a special flood hazard area documentation of the as -built lowest floor elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores Village. This certificate issued pursuant to the requirements of the Flo ri a Building Code certifying that at the time of issuance this structure was in compliance with the vari s ordinances of the jurisdiction regulating building construction or use. Building Officials Approval Not Transferable POST IN A CONSPICUOUS PLACE Ismael Naranjo, CBO +vt+ _^ '+�j� ^(++i�jj•,; _ f" �. .d �, t _. �' /7 �� Y ` 1 'a'�iS}�t i n.. Y; v G::� r �' 7 5 -y►r�� C�'a.�-.: �".+(T},{y� 1 �e�•:.�-+1t ...b I � � 3.. �sfi�'9� � 'Gf � ¢ttr. 1•,:; , •�. „(!',,�.'1 : J} xtL�r. �•�a. 4, r n '�' �•i._ �� tfi ` y~ ��1: �45: } h4 him .. r., 1 : �.-�♦+�,3,'I �f.,•��+ .. 1 I� �,,/1f`i��,'1 � i': �♦ Y',"�? ��'i''7,� 'f 1� �' i., ; iC1 � � � 5• 4.3 -j�i�� * „} Y1. Z#t' n i ' +�"r.� f � .�� K -f,�'ti S ��y{+'4� i*'�,T,R [t; y "^� �� 1 i��'� y- i , � �*�t+�,�� f -. � ��y.�,�},� . ..yC?'�! P .... -� a • %�^� u� I < ��22"f-i"'i '�:�:'ii't'-'�' 1:' �i7''';E'ij' % a f• ;;?y?:41'��.ttj L-,`h+' I}'SAI. '•'�?:.��'i: �1%'!'•r.Krrlr..yi ): 'J+` j'; X]ic4 - J ♦.e. •Ji. n.. _ ,tw u:f.� _-. t� _ :" _� . i1 V!'.�JL _ . `.'�' i'•' ±C A .1 .... _ w.- `,�. eI .7M i.. ., u�{ : f I INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit NO. S-1 -1 V-173 Permit Type: ,- - , c Work Classification: Window/Door Replacement issue Date: 1/2312018 I Expires:07/22/2018 r— INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Windows/Shutters Parcel #:1132060170240 Owner's Name: Job Address: 9701 NE 4 Avenue Bond Number: ALZATE CONSTRUCTI Owner's Phone: Total Square Feet: 0 Total Job Valuation: $ 17,000.00 WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:00AM - 7:0010M. SATURDAY 8:OOAM - 6:0013M. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. i jig dA-A1dC- *,"? f NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD -A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall, Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWSDOORS INSPECTION I DATE I INSP Attachment WORKSPUBLIC INSPECTION DATE INSP Excavation ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough -" Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm PLUMBING INSPECTION DATE INSP Rough Water Service 2"d Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS MECHANICAL INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)755-2204 Fax: (305)755-8972 Permit NO.RC-6-17-1668 issue Date: 11/3/2017 Work Classification. Alteration Expires: 05/02/2018 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.corrgcap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1132060170240 j Owner's Name: _ -kt, Ilk kk Owner's Phone: I Job Address: 9701 NE 4 evW3 1 Bond Number: 3547 ALZATE CONSTRUCTION INC l„Iwtii Iwl r(L-p/nu- 1 p dnn.�ol%ou _. Total Square Feet: 1000 Total Job Valuation: $ 38,000.00 WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:00PM. SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. /�, /I'I urti�. xr, F/Pcl` tt 4P )1 1t yC OJ-L:- flc-� C"f- 04-VWa?- NO INSPECTION WILL BE 4LEST CA D IS D PLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT iS THE PEZMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER TKE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof -ire Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance FINAL DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWS :DOORS INSPECTION DATE INSP Attachment INSPECTION WORKSPUBLIC DATE INSP Excavation ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling R R o u Tele one Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With Z ELEfrj!ICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm PLUMBING INSPECTION DATE INSP Rough (3 Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS S kv-tl,.x.. M-t MECHANICAL INSPECTION DATE INSP Undergr and Pipe 1. Rough V1 Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS