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WS-15-46631015 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION %BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING MECHANICAL PUBLIC WORKS JOB ADDRESS: 126S - City: Folio/Parcel#: Occupancy Type: RECRIA7RD MAR 032015 BY: FBC 20 Master Permit No. I2 -3 I4 ie4 Sub Permit No. VY SIS— L REVISION ❑ EXTENSION CHANGE OF CONTRACTOR 0 CANCELLATION 0 RENEWAL SHOP DRAWINGS Miami Shores County: Miami Dade Zip: Y51 Is the Building Historically Designated: Yes NO k Load: OWNER: Name (Fee Simple Titleholder): Address: OA City: ',At 5 ) Z /i Construction Type: Flood Zone: dot W /sAN t'( 'FI u3 BFE: FFE: Phone#: (7?.) L616-- 21v I l State: Zip: g 3 )3 1 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 4 CC 4;T O4, CA? -431G? Address: Int 1 b.J OR-, City: NttAail c4g-ItSa5 State: Qualifier Name: ( fAtto 1 tISSE ' CtA tA'C. Phone#: 3-1407_ 1L_ Zip: 31&4 Phone#: ( j 86'3— jgOZ State Certification or Registration #: COC, — / 5-1Z.-106 Certificate of Competency #: Phone#:(300 57Ce • &WA City: iAvA-A State: FL. Zip: 33)3/ Value of Work for this Permit: $ ci l 1 Square/Linear Footage of Work: DESIGNER: Architect/Engineer: OfY +-In #W.-6Uli— 2 Address: 245'NE. 31 S Type of Work: Description of Work: j ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition liA06i4 tampiL - i Ir v,,J c0)(.. 4o4o, Specify color ooffcc four thru tile: � Submittal Fee $ v Permit Fee $Q ' rW CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (-139•• J (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." 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 i subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first insction which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n be approved •nd a rei section fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged , efore me this day of l�_(,f, who is p- onall , .wn to me or who has produced as identification and who •'d take an oath. NOTARY PUBLIC: Sign: Print: Seal: Cpc.4.0g ######### CARLOS SANABRIA Commission # FF 37673 My Commission Expires July 18, 2017 APPROVED BY (Revised02/24/2014) Signature CONTRA TOR The foregoing instrument was acknowledged before me this day of , 20 r5"-- , by WlrfAID ,+ CA -A who is n to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Sign: Print: Seal: CARLOS SANABRIA Commission N FF 37873 My Commission Expires July 18, 2017 #################### # ####################### Plans Examiner Structural Review Zoning Clerk FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Frehling Residence Builder Name: Street: 1285 NE 95TH STREET Permit Office: City, State, Zip: MIAMI SHORES , FL , 33138- Permit Number: Owner: Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing New (From Plans) 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 3460 Conditioned floor area below grade (ft2) 0 7. Windows(767.2 sqft.) Description Area a. U -Factor: Sgl, U=0.92 767.17 ft2 SHGC: SHGC=0.48 b. U -Factor: N/A ft2 SHGC: c. U -Factor: N/A ft2 SHGC: d. U -Factor: N/A ft2 SHGC: Area Weighted Average Overhang Depth: 7.038 ft. Area Weighted Average SHGC: 0.480 8. Floor Types (3460.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1960.00 ft2 b. Floor Over Other Space R=0.0 1500.00 ft2 c. N/A R= ft2 9. Wall Types (5116.0 sqft.) a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types (1960.0 sqft.) a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main b. Sup: Attic, Ret: Attic, AH: Main 12. Cooling systems a. Central Unit b. Central Unit 13. Heating systems a. Electric Strip Heat b. Electric Strip Heat 14. Hot water systems a. Natural Gas Tankless b. Conservation features None 15. Credits Insulation Area R=4.1 5116.00 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R=30.0 1960.00 ft2 R= ft2 R= ft2 R ft2 6 250 6 200 kBtu/hr Efficiency 48.0 SEER:15.50 36.0 SEER:15.50 kBtu/hr Efficiency 28.0 COP:1.00 21.0 COP:1.00 Cap: 1 gallons EF: 0.590 Pstat Glass/Floor Area: 0.222 Total Proposed Modified Loads: 78.64 yrd Reference Loads: 101.19 / PASS ``��voidYl I hereby certify that the plans abt1 stiteiliVioEntdsidi'v'ecea b5G., this calculation are in compli a with theFFI Ener3 I. Code. * ; - - �! = PREPARED BY :•••i'1' ' Review of the plans and• • • • specifications covered by this calculation • indicates compliance with the Florida Energy Code. •• • •• •• Before construction is completed • • • this building will be inspected for compliance with Section 553.9080• • • Florida Statutes. •Y • • BUILDING OFFICIAL' •• • • •• • _ • • •• ••••• • • "' E St . • , 1+ ,,°�J-�_ :C7r,;;`:' r,) : ,f sP ++' , , ue .+ ,£' 0 5- - , DATE' ' ��%%% • • ' • ii , ` A! • • • • , `'rr."• • ©DWE .- " •• ' •e • '-; OR1O.! �� .. . • "--• I hereby certify that this building, 2�) - r -i -,`• r, tante with the Florida Energy Code. //�111110 ‘‘•• OWNER/AGENT' DATE' DATE' . • •• • - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 2/11/2015 3:49 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 2/11/2015 3:49 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Frehling Residence Bedrooms: 3 User Conditioned Area: 3460 Total Stories: 2 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: 232600 Whole House Fan: Single -family New (From Plans) Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: 1285 NE 95TH STREE County: Miami-Dade City, State, Zip: MIAMI SHORES , FL , 33138- CLIMATE / IECC Design Temp Design Location TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp 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 2 Block1 1960 23520 Block2 1500 18000 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 2 Main 1960 23520 Yes 6 2nd Floor 1500 18000 No 6 1 2 1 Yes Yes Yes 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 230 ft 0 Over Other Space 2nd Floor _--- -__ 1960 ft2 1500 ft2 ---- 0 0 1 0 0 0 1 2 Floor ROOF •..... . • . / V # Roof Gable Roof Type Materials Area Area Color Solar Absor. SA.. • •..Emitt Wt.: Deck...?loft Tested.:.. Tested Insul. (deg) 1 Hip Metal 2020 ft20 ft2Medium 0.65 •••• •••• • • • •..• • •..• No • 0.9 �'I�td •• 0 ••1'4. • • ATTIC • .. .. .. .. V # Type Ventilation Vent Ratio (1 in) Area RBS ; jRcC • ' ' .• • • •.• • 1 Full attic Vented 300 1960 ft2 N N '•. • 2/11/2015 3:49 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1960 ft2 0.11 Wood WALLS Adjacent # Qrnt To Wall Type Space Cavity Width Height Sheathing Framing Solar Below R -Value Ft In Ft In Area R -Value Fraction Absor Grady% 1 N Exterior Concrete Block - Int Insul Main 4.0999 94 8 12 1136.0 ft2 0 0.75 0 2 E Exterior Concrete Block - Int Insul Main 4.0999 23 12 276.0 ft2 0 0.75 0 3 S Exterior Concrete Block - Int Insul Main 4.0999 94 8 12 1136.0 ft2 0 0.75 0 4 W Exterior Concrete Block - Int Insul Main 4.0999 23 12 276.0 ft2 0 0.75 0 5 N Exterior Concrete Block - Int Insul2nd Floor 4.0999 72 6 12 870.0 ft2 0 0.75 0 6 E Exterior Concrete Block - Int Insul2nd Floor 4.0999 23 12 276.0 ft2 0 0.75 0 7 S Exterior Concrete Block - Int Insul2nd Floor 4.0999 72 6 12 870.0 ft2 0 0.75 0 8 W Exterior Concrete Block - Int Insul2nd Floor 4.0999 23 12 276.0 ft2 0 0.75 0 DOORS Ornt Door Type Space Storms U -Value Ft Width Height In Ft In Area 1 S Insulated Main None .4 5 9 45 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Clear) Yes 0.92 0.48 6.1 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds None 2 N 1 Metal Single (Clear) Yes 0.92 0.48 17.5 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds None 3 N 1 Metal Single (Clear) Yes 0.92 0.48 149.3 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds None 4 N 1 Metal Single (Clear) Yes 0.92 0.48 199.1 ft2 10 ft 0 in 2 ft 0 in Drapes/blinds None 5 E 2 Metal Single (Clear) Yes 0.92 0.48 23.3 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds None 6 S 3 Metal Single (Clear) Yes 0.92 0.48 29.6 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds None 7 S 3 Metal Single (Clear) Yes 0.92 0.48 15.8 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds None 8 S 3 Metal Single (Clear) Yes 0.92 0.48 17.9 ft2 6 ft 0 in 2 ft 0 in Dreg/Mt-ids None 9 W 4 Metal Single (Clear) Yes 0.92 0.48 33.3 ft2 6 ft 0 in :2 ft era Drapes/blinds • None• •• • • • • 10 N 5 Metal Single (Clear) Yes 0.92 0.48 31.8 ft2 6 ft 0 in .2.4 Dirt Diap,s l ds • J1igp$. 11 N 5 Metal Single (Clear) Yes 0.92 0.48 18.5 ft2 6 ft 0 in 02ift;trs Drapest'blinds .off:: 12 N 5 Metal Single (Clear) Yes 0.92 0.48 19.5 ft2 6 ft 0 in .2.fibto Drapes/bli,ds • None' •.•• .••• ••••• 13 N 5 Metal Single (Clear) Yes 0.92 0.48 6.5 ft2 6 ft 0 in .2„ff Qiiri, Drapes/blipds . App. 14 E 6 Metal Single (Clear) Yes 0.92 0.48 84.0 ft2 6 ft 0 in •24154 Drapes/blinds • •Ncti: • 15 S 7 Metal Single (Clear) Yes 0.92 0.48 11.6 ft2 6 ft 0 in :2•fi ZIri Drapes/blinds Non. • • • • •••••• 16 S 7 Metal Single (Clear) Yes 0.92 0.48 88.7 ft2 6 ft 0 in 4g ft 0 jn D0859151i11ds . None. 17 S 7 Metal Single (Clear) Yes 0.92 0.48 14.6 ft2 6 ft 0 in 2•ft 0 ir* D gape il:ids • None• 2/11/2015 3:49 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 4537.8 249.12 468.51 .4247 6.5575 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 28 kBtu/hr 1 sys#1 2 Electric Strip Heat None COP: 1 21 kBtu/hr 2 sys#2 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15.5 48 kBtu/hr 1440 cfm 0.75 1 sys#1 2 Central Unit None SEER: 15.5 36 kBtu/hr 1080 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.59 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM V 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 6 250 ft2 Attic 50 ft2 Default Leakage Main (Default) (Default) 1 1 2 Attic 6 200 ft2 Attic 50 ft2 Default Leakage Main (Default) (Default) 2 2 TEMPERATURES •••• Programable Thermostat: CoolingJan HeatinId Jan Ventin Jan Y Feb XFeb [ Feb Mar XMar X Mar Ceiling A r ArMaJunJulAuSep•• X Apr Fans: Ma [ May[ Jun Jun X Jul [ Jul X] Au [) Aug ••• ••• •• [X] SQ • • • •[ [ ] SIS •••• •••• • • k ]Oct ' • .' ] OctX' Oct • • • • Jlov • Nov : X Nov ., • • Ilec Dec Dec • • • •.•• • • •• • • •••• • • • • • •• •. • • • • • • • • • • • • • • • • • • •• • • ••• • • • • • 2/11/2015 3:49 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) Cooling (WEN) Heating (WD) Heating (W EH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 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 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 •••• • • • • .••• • • • • .. • . • • • • • • .. •. • • • • •••. •••• • • • • • • •••• ...• • • • • • • • • • •• •• •• •• • • • • • • • • • • • • • • • • • • •• • • ••• • • • • • •• • 2/11/2015 3:49 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1285 NE 95TH STREET MIAMI SHORES, FL, 33138 - PERMIT #: MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. t/ Thermostat & controls 403.1 At least one thermostat shall be provided for each separate heating and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. !/ Ducts 403.2.2 403.3.3 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. C/ Mechanical ventilation 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASHRAE 62 levth••• , No make-up air from attics, crawlspaces, garages or oVtdQOAs adjac2M• •to pools or spas. •••' • • tor.• ' • Swimming Pools & Spas 403.9 • Pool pumps and pool pump motors with a total horseponr(HP) of =14 HP shall have the capability of operating at two or moreppBeds. Spa:.. • and heated pools must have vapor -retardant covers o .4 aid cover, or • other means proven to reduce heat Toss except if 70% j 1fit front • • • • ; site -recovered energy. Off/timer switch required. Gas tygatels minimum thermal efficiency=78% (82% after 4/16/13). Heat punt *Cheaters . minimum COP= 4.0. • • . • • ' ^�• / dL • • • .' ` • Cooling/heating equipment 403.6 Sizing calculation performed & attached. Minimum efficiencies per •, • • : Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 2/11/2015 3:49 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 Residential System Sizing Calculation Summary 1285 NE 95TH STREET MIAMI SHORES, FL 33138 - Project Title: Freshling Residence 2/6/2014 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(58gr.) Load Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating Toad calculation 48493 Btuh Total cooling Toad calculation 81427 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 101.0 49000 Sensible (SHR = 0.75) 99.1 63000 10344 Btuh Duct loss Latent 117.6 21000 Btuh Subtotal Total sensible gain Total 103.2 84000 WINTER CALCULATIONS Winter Heating Load (for 3460 soft Load component Load Load Window total 767 sqft Window total 767 sqft 13349 Btuh Wall total 4304 sqft 12846 Btuh Door total 45 sqft 360 Btuh Ceiling total 1960 sqft 1248 Btuh Floor total See detail report 5428 Btuh Infiltration 470 cfm 10344 Btuh Duct loss Btuh 4919 Btuh Subtotal Total sensible gain 48493 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh 48493 Btuh SUMMER CALCULATIONS Summer Cooling Load (for 3460 soft) Load component Load Window total 767 sqft 14985 Btuh Wall total 4304 sqft 9634 Btuh Door total 45 sqft 540 Btuh Ceiling total 1960 sqft 2746 Btuh Floor total 0 Btuh Infiltration 353 cfm 5818 Btuh Internal gain 24760 Btuh Duct gain 5083 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 63567 Btuh Latent gain(ducts) 1552 Btuh Latent gain(infiltration) 13908 Btuh Latent gain(ventilation) 0 Btuh Latent gai n(i nternal/occupants/other) 2400 Btuh Total latent gain 17860 Btuh TOTAL HEAT GAIN 81427 Btuh j 8th Edition Int. Gann 30 Latent internal(]%z . • •. • 4. • • .••• • . . • .• . • • • • • • • .. • • • °wet:18%j: •••• • . . . •••• Guctata%;� • • Ce. get /IPA t• •• •• • • • • •.• Ceerik 4;• 111111% :\ 0A . ...r..N.v:/ ��g.`ENBE t No 66707 \ * .- .• • . EnergyGauge® System Samr s t PREPARED BY: �.=11;Mara , *' DATE: , 'M,�i�:,1'r''n. EnergyGauge®/ USRFZB v3.1 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Project Title: Freshling Residence 1285 NE 95TH STREET MIAMI SHORES, FL 33138 - Reference City: Miami, FL 2/6/2014 Temperature Difference: 15.0F(MJ8 99%) Humidity difference: 58gr. Component Loads for Room #1 Main Window Type* Panes SHGC U InSh IS Ornt Overhang Len Hgt Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1 NFRC 0.42, 0.87 B -L No N 6.0ft. 2.0ft. 6.1 0.0 6.1 17 17 105 Btuh 2 1 NFRC 0.42, 0.87 B -L No N 6.0ft. 2.0ft. 17.5 0.0 17.5 17 17 301 Btuh 3 1 NFRC 0.42, 0.87 B -L No N 6.0ft. 2.0ft. 149.3 0.0 149.3 17 17 2567 Btuh 4 1 NFRC 0.42, 0.87 B -L No N 6.0ft. 2.0ft. 199.1 0.0 199.1 17 17 3422 Btuh 5 1 NFRC 0.42, 0.87 B -L No E 6.Oft. 2.0ft. 23.3 7.5 15.9 17 39 747 Btuh 6 1 NFRC 0.42, 0.87 B -L No S 6.0ft. 2.0ft. 29.6 29.6 0.0 17 19 508 Btuh 7 1 NFRC 0.42, 0.87 B -L No S 6.0ft. 2.0ft. 15.8 15.8 0.0 17 19 272 Btuh 8 1 NFRC 0.42, 0.87 B -L No S 6.Oft. 2.Oft. 17.9 17.9 0.0 17 19 308 Btuh 9 1 NFRC 0.42, 0.87 B -L No W 6.0ft. 2.0ft. 33.3 14.9 18.4 17 39 975 Btuh Window Total 492 (sqft ) 9205 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav/Sheath 1 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 763.9 2.2 1710 Btuh 2 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 252.7 2.2 566 Btuh 3 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 1027.7 2.2 2300 Btuh 4 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 242.7 2.2 543 Btuh Wall Total 2287 (sqft) 5119 Btuh Doors Type Area (sqft) HTM Load 1 Insulated - Exterior 45.0 12.0 540 Btuh Door Total 45 (sqft) 540 Btuh Ceilings Type/Color/Surface U -Value R -Value Area(sqft) HTM Load 1 Vented Attic/Light/Metal 0.032 30.0/0.0 1960.0 1.40 2746 Btuh Ceiling Total 1960 (sqft) OWetuh Floors Type R -Value Size H'JI••: Load • 1 Slab On Grade 0.0 1960 (ft -perimeter) Q.Q.... • • • O• Btuh Floor Total 1960.0 (sqft) A Btuh Zone Envelope Subtotal.' •. .... 1'1'1.6tuh .... Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio Crw.: lbad : Natural 0.51 23520 0.53 1$/.4• • 3t "Btuh Internal gain Occupants Btuh/occupant Appliance: 6 X 230 + 12000 . Load , 1R39t) •Btuh , , • • • Sensible Envelope Load: • 340$3 ptuh Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Attic) (DGM of 0.081) 2763 Btuh Sensible Zone Load 36846 Btuh EnergyGauge®/ USRFZB v3.1 • . .... .... .•• • Page 1 • Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP Freshling Residence 1285 NE 95TH STREET MIAMI SHORES, FL 33138- 2/6/2014 Component Loads for Room #2: 2nd Floor Window Type* Panes SHGC U InSh IS Ornt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 10 1 NFRC 0.42, 0.87 B -L No N 6.0ft. 2.0ft. 31.8 0.0 31.8 17 17 546 Btuh 11 1 NFRC 0.42, 0.87 B -L No N 6.0ft. 2.0ft. 18.5 0.0 18.5 17 17 318 Btuh 12 1 NFRC 0.42, 0.87 B -L No N 6.0ft. 2.0ft. 19.5 0.0 19.5 17 17 335 Btuh 13 1 NFRC 0.42, 0.87 B -L No N 6.0ft. 2.0ft. 6.5 0.0 6.5 17 17 112 Btuh 14 1 NFRC 0.42, 0.87 B -L No E 6.0ft. 2.0ft. 84.0 35.8 48.2 17 39 2495 Btuh 15 1 NFRC 0.42, 0.87 B -L No S 6.0ft. 2.0ft. 11.6 11.6 0.0 17 19 199 Btuh 16 1 NFRC 0.42, 0.87 B -L No S 6.0ft. 2.0ft. 88.7 88.7 0.0 17 19 1524 Btuh 17 1 NFRC 0.42, 0.87 B -L No S 6.0ft. 2.0ft. 14.6 14.6 0.0 17 19 251 Btuh Window Total 275 (sqft) 5780 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav/Sheath 5 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 793.7 2.2 1777 Btuh 6 Concrete BIk,Hollow- Ext 0.15 4.1/0.0 192.0 2.2 430 Btuh 7 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 755.2 2.2 1691 Btuh 8 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 276.0 2.2 618 Btuh Wall Total 2017 (sqft) 4515 Btuh Floors Type R -Value Size HTM Load 2 Interior 0.0 1500 (sqft) 0.0 0 Btuh Floor Total 1500.0 (sqft) 0 Btuh_ Zone Envelope Subtotal: 10295 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.51 18000 0.47 165.3 2727. Btuh Internal Occupants Btuh/occupant AppUance Load.' gain 6 X 230 + 10b00r : 11880 Btuh Sensible Envelope Lq ��,: 24.4.01.Etuh Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Attic) (DGM of 049 .. 01 •Btuh Sensible Zone Load..' 26Z21.Qtuh • • • 00 • • • 000 • • • • 0000 0000 • • • • • • EnergyGauge®/ USRFZB v3.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP Freshling Residence 1285 NE 95TH STREET MIAMI SHORES, FL 33138- 2/6/2014 SYSTEM GROUPS (BLOCK LOADS) Cooling Loads For System(s): 1 Serving Zones: 1 Sensible Envelope Load Window Excursion Sensible Duct Load (duct gain multiplier of 0.081) Sensible ventilation Zone Sensible gain Latent infiltration/ventilation gain Latent duct gain Latent occupant gain Latent other gain Total block load 34083 Btuh 0 Btuh 2763 Btuh 0 Btuh 36846 Btuh 7390 Btuh 839 Btuh 1200 Btuh 0 Btuh 46275 Btuh Cooling Loads For System(s): 2 Serving Zones: 2 Sensible Envelope Load Window Excursion Sensible Duct Load (duct gain multiplier of 0.095) Sensible ventilation Zone Sensible gain Latent infiltration/ventilation gain Latent duct gain Latent occupant gain Latent other gain Total block load • . • • • . .... . 4 .... . .. .. • • 24401 Btuh 0 Btuh 2319 Btuh VBtuh .... 2§721 Qtuh 65• 1$ Btuh .'t 'Btuh ...• •1€00 8tuh .• 0Btuh 35152: Btu h . • . .. . • ... .• . • • • • . .... • . ... • • • • EnergyGauge® / USRFZB v3.1 Page 3 • Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP Freshling Residence 1285 NE 95TH STREET MIAMI SHORES, FL 33138- 2/6/2014 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 58484 Btuh Sensible Duct Load 5083 Btuh Total Sensible Zone Loads 63567 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 63567 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 13908 Btuh Latent ventilation gain 0 Btuh Latent duct gain 1552 Btuh Latent occupant gain (12.0 people @ 200 Btuh per person) 2400 Btuh Latent other gain 0 Btuh Latent total gain 17860 Btuh TOTAL GAIN 81427 Btuh EQUIPMENT •. • • 1. Central Unit 2. Central Unit Rheem #RAPM-048 RHEEM #RAPM-036 • •' • . •• 1 • 48000'Btuh 360)0•Bfuh •• •• *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U -Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(i)) (Ornt - compass orientation) •••• .. •••• • • .... • •••• .• • . Version 8 •. • • • • • • •• • • • • EnergyGauge®/ USRFZB v3.1 Page 4 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Project Title: Freshling Residence Building Type: User 1285 NE 95TH STREET MIAMI SHORES, FL 33138- 2/6/2014 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99%) Component Loads for Room #1: Main Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2 3 4 5 6 7 8 9 1, NFRC 0.42(Strni41etal 0.87 N 6.1 17.4 1, NFRC 0.42(Strnit4letal 0.87 N 17.5 17.4 1, NFRC 0.42(Strnlpetal 0.87 N 149.3 17.4 1, NFRC 0.42(Strn$4letal 0.87 N 199.1 17.4 1, NFRC 0.42(Strrr4letal 0.87 E 23.3 17.4 1, NFRC 0.42(Strnly1etal 0.87 S 29.6 17.4 1, NFRC 0.42(Strngetal 0.87 S 15.8 17.4 1, NFRC 0.42(Strnly1etal 0.87 S 17.9 17.4 1, NFRC 0.42(Strnit4letal 0.87 W 33.3 17.4 Window Total 492.1(sqft) 106 Btuh 304 Btuh 2598 Btuh 3465 Btuh 406 Btuh 514 Btuh 276 Btuh 312 Btuh 580 Btuh 8562 Btuh Walls 1 2 3 4 Type Ornt. Ueff. R -Value Area X HTM= (Cav/Sh) Conc BIk,Hollow - Ext (0.149) 4.1/0.0 764 2.98 Conc BIk,Hollow - Ext (0.149) 4.1/0.0 253 2.98 Conc BIk,Hollow - Ext (0.149) 4.1/0.0 1028 2.98 Conc BIk,Hollow - Ext (0.149) 4.1/0.0 243 2.98 Wall Total 2287(sqft) Load 2280 Btuh 754 Btuh 3067 Btuh 724 Btuh 6826 Btuh Doors 1 Type Storm Ueff. Area X HTM= Insulated - Exterior, n (0.400) 45 8.0 Door Total 45(sqft) Load 360 Btuh 360Btuh Ceilings 1 Type/Color/Surface Ueff. R -Value Area X HTM= Vented Attic/UMetal (0.032) 30.0/0.0 1960 0.6: Ceiling Total 1960(sgft) •.•. LOCI` •. 1248'�thh • 1 a4'$Btuti Floors 1 �. Type Ueff. R -Value Size X HTM= • Slab On Grade (1.180) 0.0 230.0 ft(perim.) 23.6 Floor Total 1960 sqft •• • Load• 542$,11t4.ih 5428 t i • Room Envelope Subtotal: • ' • • • • 2244 dal Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM=' Natural 0.68 23520 0.53 249.9: . • .. • . 54136 Btuh . . ... . . . Duct Toad Average sealed, Supply(R6.0-Attic), Return(R6.0-Attic) (DLM of 0.097) .. 2713 Btuh Room #1 Sensible Room Subtotal 30633 Btuh .• • • . EnergyGauge®/ USRFZB v3.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Freshling Residence Building Type: User 1285 NE 95TH STREET MIAMI SHORES, FL 33138- 2/6/2014 Component Loads for Roorti 2nd Floor Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 10 11 12 13 14 15 16 17 1, NFRC 0.42(Strni)letal 0.87 N 31.8 17.4 1, NFRC 0.42(Strni)letal 0.87 N 18.5 17.4 1, NFRC 0.42(Strnl4letal 0.87 N 19.5 17.4 1, NFRC 0.42(Strnl9letal 0.87 N 6.5 17.4 1, NFRC 0.42(Strrri4letal 0.87 E 84.0 17.4 1, NFRC 0.42(Strrryletal 0.87 S 11.6 17.4 1, NFRC 0.42(Strni)letal 0.87 S 88.7 17.4 1, NFRC 0.42(Strni4letal 0.87 S 14.6 17.4 Window Total 275.1(sqft) 553 Btuh 322 Btuh 339 Btuh 113 Btuh 1462 Btuh 201 Btuh 1543 Btuh 254 Btuh 4787 Btuh Walls 5 6 7 8 Type Ornt. Ueff. R -Value Area X HTM= (Cav/Sh) Conc BIk,Hollow - Ext (0.149) 4.1/0.0 794 2.98 Conc BIk,Hollow - Ext (0.149) 4.1/0.0 192 2.98 Conc BIk,Hollow - Ext (0.149) 4.1/0.0 755 2.98 Conc BIk,Hollow - Ext (0.149) 4.1/0.0 276 2.98 Wall Total 2017(sqft) Load 2369 Btuh 573 Btuh 2254 Btuh 824 Btuh 6020 Btuh Floors 2 Type Ueff. R -Value Size X HTM= Interior (1.180) 0.0 1500.0 sqft 0.0 Floor Total 1500 sqft Load 0 Btuh 0 Btuh Room Envelope Subtotal: 10807 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM=: Natural 0.68 18000 0.47 220.4 .'. •••• • • • 4847 Btutt • Duct load Average sealed, Supply(R6.0 Attic), Return(R6.0 Attic) (DLM of 0.141)'.... • •••• •••• • 220Q atuh • • Room #2 •• Sensible Room Subtotal • • • • • • • • •• • :17860 Btuh • • • • • •• • • • ••• • • • •• • SYSTEM GROUPS (BLOCK LOADS) Heating Loads For System(s):1 Serving Rooms: 1 Block Toad 30633 Btuh • •• • • • • • •• • • EnergyGauge® / USRFZB v3.1 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Freshling Residence Building Type: User 1285 NE 95TH STREET MIAMI SHORES, FL 33138- 2/6/2014 Heating Loads For System(s):2 Serving Rooms: 2 Block load 17860 Btuh WHOLE HOUSE TOTALS Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss 48493 Btuh 0 Btuh 48493 Btuh 1. Electric Strip Heat 2. Electric Strip Heat 28000 Btuh 21000 Btuh Key: Window types - NFRC (Requires U -Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or 'Tint' (Uses U -Factor and SHGC defaults) U - (Window U -Factor) HTM - (ManualJ Heat Transfer Multiplier) • • • • •• • •••• Vergldife • • • ••• • • • • • • • •• •• •• •• • • • • • • • • • • • 1 • • • • • • • • • • • • • • • •• • • ••• • • • • • EnergyGauge® / USRFZB v3.1 Page 3 COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive, Nokomis, FI. 34275 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). Tliis NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of -the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Doors w / 90° & 135° corners — L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130 (former PGT0002 Rev C), titled "Series 770 Alum. SGD — LM Impact", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/05/07 with the latest revised on 01/30/15, signed and sealed by Lynn Miller, P. E., bearing the Miami --Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami— Dade County Product Control Section. • • MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economy .... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant . • • : • • •LABELING: Each. unit shall bear a permanent label with the manufacturer's name 3r logo, it' state, series, and following statement: "Miami—Dade County Product Control Approved'::Cless other ape noted herein. • •• REVISION of this NOA shall be considered after a renewal application has been•{letand there hls bees, • : • • no change in the applicable building code negatively affecting the performance of Otis roduct. • • • • TERM7NATION of this NOA will occur after the expiration date or if there has:beetu $ revision of change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an:eld'drrement of any product, for sales, advertising or any other purposes shall automatically teimanate this ND4.Failur4 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 BtuiIding Official. This NOA revises and renews NOA No. 14-0123.10 and consists of these pages 1 and 2, and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed -by Jaime D. Gascon, P. E. �• • • MIAMI•DADE COUNTY APPROVED <<_ NOA No. 14-0128.11 Expiration Date: February 17, 2020 Approval Date: February 12, 2015 Page 1 • •• PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD -- LM Impact", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/05/07 with the latest revised on 01/30/15, signed and sealed by Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 14-0123.10) 2. 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, and.TAS 202-94... • along with marked—up drawings and installation diagram •o#i aluumiromo gliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc.; TEST Report§ Nd.'s FTL-5980—R, FTL-6001—R and FTL-6015--R have been rcisgd and tqikued 4 12/29/09, all signed and sealed by Julio Gonzales, P. E. • •... • •.... • (Submitted under previous NOA No. 09-0826.10) E-1 • • • . • .. •. .• •. • • . • • • • • • . • • •• • • ▪ • •• • • ••• • • • • . rUca.( SL C1 J - • Jaime D. Gascon P. E. Product Control Section Supervisor NOA No. 14-0128.11 Expiration Date: February 17, 2020 Approval Date: February 12, 2015 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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, and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5980, FTL-5993, FTL--6036, FTL-6001, FTL-6014, FM -6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FM -6036, all dated 08/10/09, signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to and complying with FBC 2010 and with FBC 5111 Edition (2014), prepared by manufacturer, dated 01/30/15, signed and sealed by Lynn Miller, P. E. 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. 13-0129.27 issued to E.I. DuPont be&eanoure& Go., Inc. • for their "DuPont Butacite® PVB Interlayer" dated 04/11/1 , 1?iring oif 122111/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont 5 Nemours &'Co., Inc for their "DuPont SentryGlas® Interlayer" dated 08/25/11, t.141iiitg circa/JO/17. F. STATEMENTS . . . .. .. .. .. • 1. Statement letter of conforinance to and complying with FBC:'»l tiou (2024), issued •. by manufacture, dated 12/17/14, signed and sealed by Lynn E.. ••• 2. Statement letter of conformance and complying with ' FAC -2010,. issued 1:r • • manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P. E. • • • (Submitted under previous NOA No. 14-0123.10) 3. Statement letter of no financial interest, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P. E. (Submitted under previous, NOA No. 14-0123.10) E-2 f; •�, Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0128.11 Expiration Date: February 17, 2020 Approval Date: February 12, 2015 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. FTL-7554, issued by Fenestration Testing Laboratory, Inc., dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted wider previous NOA No. 14-0123.10) 5. Proposal issued by Product Control, dated 08/12/13, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 14-0123.10) 6. Laboratory compliance letter for Test Reports No.'s FTL-5980-R, FTL-6001-R and FTL-6015-R, reissued by Fenestration Testing Laboratory, Inc., all dated 12/29/09, signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.10) 7. Laboratory compliance letter for Test Reports No.'s FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10/09, signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.10) 8. Proposals No.'s 09-0177, dated 03/17 & 31/09, 09-0177A, dated 05/07/09, 09-0177B, dated 06/09/09 and 09-0177C, dated 11/18/09, all issued by Product Control, signed by Ishan Chanda, P. E. (Submitted under previous NOA No. 09-0826.10) G. OTHERS 1. Notice of Acceptance No. 14-0123.10, issued to PGT Industries, Inc. for Q,e‘if Series "SGD-770 Aluminum Sliding Glass Doors w/ wo Reinforcements", al}x'ox�d• on • 02/06/14 and expiring on 02/17/15. ' •04 00 . 0000 0000 . . . . 000. 0000 . . . . .• .. .. .. .. .. . • .. • • • • . . • • . • .. .. • . 0.0 . • . .. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0128.11 Expiration Date: February 17, 2020 Approval Date: February 12, 2015 E-3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/135° CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA' BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 8) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 TABLE A: Group Anchor Substrate Frame Member Mtn Edge Distance Min, Embedment 1 114' Elco Ullrecon Concrete (min. 2.85 kal) Head/Ski/Jamb T 13/8' Urgrouled CMU, (ASTM C-90) Jamb only 2-1/2' 1.1/4" Grouted CMU (ASTM C-90, min. 2 kel grout) Jamb only 2-1/2' 13/4' 2 1/4' Elco 410 S.S. Geta Flex Concrete (min. 3.35 kat) Head/S111/Jamb 1' 13/4' Ungrouled CMU, (ASTM C-90) Jamb only 2-1/2' 1-114' P.T. Southern Pine (SG =0.55) Haed/SIIVJamb 1' 1.395' 3 114' Mao Ulreeon Concrete (min. 2.85 kel) Head/Sill 1" 13/8' Ungraded CMU (ASTM C90) Jamb only 1' 1.114' or4 Nit, 18-8 or 410 S.S. SMS 11 threads/In)Steel, P.T. Southern Pine (S0-0.55) Head/SIX/Jamb 9/18' 13/8' Aluminum, 6063-T5' Head/SIS/Jamb 3/8' 0.083' A36' Head/SIUJemb 3/8" 0.050' (min. Steel Stud, A653 Or. 33' Head/Ski/Jamb 3/8' 0.0451' 1/4' Elco 18-8 S.S. Aggre-Gator Concrete (min. 3.275 kat) Head/Sill/Jamb 1-1/2" 13(8' Ungrouted CMU. (ASTM C-90) Jamb only 2" 1-114' Grouted CMU (ASTM C-90, min. 2 kill grout) Jamb only 2" 2" P.T. Southern Pine (SG=0.55) Head/SR/Jamb 1' 1.3/8' 4 012, Steel SMS 0.5, (min. 11 threads/1n) P.T. Southern Pine (06=0.55) Head/SIIVJamb 9/16' 13/8' Aluminum, 6063-76" Head/SIII/Jamb 3/8" 0.083' Steel, A36" Heed/Silt/Jamb 3/8' 0.050' Steel Stud, A653 Gr. 33" Head/SE/Jamb 3/8' 0.0451' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ""P -HOOK INSTALLATION REQUIRES 2.693" MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P -HOOK REQUIREMENTS. 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE1COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GPEATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. I 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX.1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FE1_T PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TABLE B, SEE DETAILS ON SHEETS 4 & 5 Glass TYPe Description (Listed from Exterior to Interior) 03 7/16" Laminated: (2) Utes o13/16' 11S Glass with .090" PVB Interlayer 03A 9/16' Laminated: (2) Utes of 1/4" HS Glass with .090' PVB Interlayer 04 7/16' Laminated: (2) Utes of 3/16" HS Glees with .090" SG Inledeyer 04A 9/16" Laminated: (2) Wee 011/4" HS Glass with .090" SG Interlayer 05 1' Laminated 1.0.: 3/18' T Exterior Cap + 3/8' Alr Space + 7/18" Laminated; (2) Utes of 3/18' HS Glass with .090" PVB Interlayller 0.5A 1" Laminated 10.: 1/4" T Exterior Cap + 5/16' AlrV&A + R1tlamlRaledt (2) Wes of 3.6' 116 Glen• Ath .090' PVB Intedayar 06 GOA 1' Laminated I.G.: 3/18' T Exledor Cap + 3/8' AIr pace + 7/161emllaj (2)jlle*f 346' I 0 es with .090' SO interieye l' Laminated I.O.: l/4' T Exledor Cap + 5/18' Alr Spice + 7/ Wemtaate. essof seemes Giese with .090" SG Inlerlaa 07 • 7/16' laminated: (2) Liles 013/16' ANN Glass w6.'. +' S(ill , aye • • G7A • • • • • 9/18' Laminated: (2) Lies of 1/4" ANN Glass with .090" SO Inledeyer G8 1" Laminated LO.: 3/18' T Exterior Cap + 3/8" Air Space + 7/16' Laminated; (2) Utes of 3116" ANN Glass with .090' SG interim* 08A 1' Laminated LG.: 1/4" T Exledor Cap + 5/16" Alr Space + 7/16' Laminated; (2) Ules 013/16" ANN Glass with .090' SO Ltledayer R..rd0' Oda • ••• • • • • • • • • • • • • • w NOA DRAWING MAP SHEET GENERAL NOTES 1 EXAMPLE CONFIGS 2-3 GLAZING DETAILS 4,5 ANCHORAGE 6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS 12-14 ELEVATIONS 15,16 PANEL I SILL TYPES 17 CROSS SECTIONS 18,19 PARTS LIST 20 EXTRUSIONS 21,22 DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 & 3 ON SHEETS 6, 7&8 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = DUPONT .090" BUTACITE PVB "SG" = DUPONT .090" SENTRYGLAS RwMay Dd. Rwesme •• • • • • •• • • • Rrnd Wr nda Rabionr ••• • ••• • • • • • • 107.0 WCHN(C0.,ORNE N. INICE, Pr i42 (04W1000 • BY hrr; ai.dad BY ods JR 10/10/14 CERT. OFAUIH. #2929e ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GENERAL NOTES AND MAP SERIES 770 ALUM. SGD - LM IMPACT PRODUCT RSNIIWED m comptyhtg with the Florida s. Buitding Cede �1 _© Aaeprarroe No'1_. / 3plmt',c pate "-kL "if .,).l1Il U/%lii ` V ON,xCEN S4 9'..< -- * /20eo wwwwww wow Ma 800-770 NTS 1,.ra d 22 PGT0130 =v t1 I ,0• STA OF� .............. ',i/1,01-10,0% ` A. LYNN MILLER, P.E. R5.6 58705 No. 58705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 NOM. PE MAX. HEI PER TAI 1 -PANEL CONFIGURATIONS PER TABLES 1-3 MAX. UNIT WIDTH MAX. UNIT HEIGHT PER TABLES 1-3 ANEL WIDTH MAX. UNIT WID Ill OW 11 1e.7 1 TABLES 1-3 %F.', n7 m 114 VT An AII1, To Ain UNIT I i[7 g 181 NU �c►a. VF ® GHT IBLES 1-3 I I POCKS 3 -PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 2 -PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 +rI MAXUNIT HEIGHT . PER TABLES 13 T � 1 07.4i aie.�3a WOW VIM) MAX. UNIT WIDTH gtrk ♦ vikY MAX. UNIT WIDTH CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° 8:135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, "O" = INOPERABLE PANEL, "p" =POCKET s- DETAIL LETTER 10"w" = WOOD OR METAL INSTALLATION * --''c" = CONCRETE INSTALLATION SHEET NUMBER fP7�kliE7i89fT✓7iE7 01 iii,„ ,,..„, ,..., Allk NIT 01 11 1e.7 NO rer li %F.', n7 m 114 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.886" r`r am Nc+IIEn fE7{k7iY7Nitr4Will MAX. UNIT HEIGHT PER TABLES 1-3 co?. L Taw alyint area Tito NEI 411 NU AI V7 11 1e.7 114 Al ililk Ain VP NU ill WI i, i •7 iI7 ri0Y / • • • • •' • • • • • • • • 5 -PANEL CONFIGURATIONS R.lW& O. Rebbnw RwtlBp Oahe RMWr Rom, Br b. &Meow 1 t • •• • • • • • • POCT • �\y.— � f>7LEY TL7M7Wita7 • ••• • • • • • • • . . • • • • •• • 10607 F •_ • • ORE • • • . N4YENWE, FL 3445 ••• • w •• (.4 480.1300 ••• 6..nay _t cn.d.JBy near JR 10/10/14 CERT. OFAUTH. 829298 • ' 4 -PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 E MAX. UNIT HEIGHT PER TABLES 1-3 POCKET r J 00, ur �,s.1.7ad^.i-Amom.,62% SEE NOTE 2, THIS SHEET. CORNER TYP. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) PRODUC1 RLNEWIU Rn omnpiytn8 with the Florida Beitdt"8 Coda Acceptance NoLy1254 ry ipnvot_4.{_ij jp Win LYNN . ''��GENSF •., (SQ . No. 58705 _ (V ,�p� •, STATE 710 EXAMPLE CONFIGURATIONS .,'�S �%SI0NAI. ��N ",11111 0‘ ..ad td•c •..RR., A. LYNN MILLER, P.E. BOD -770 NTS 2 a 22 PGT0130 P.Eft58705 SERIES 770 ALUM. SGD - LM IMPACT • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 009 • • EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 1 MAX. UNIT HEIGHT, 96" OR 120" MAX. TESTED UNIT WIDTH = 355-7/16" Q 96" HEIGHT 300-1/4" G 120" HEIGHT NOM. PANEL WIDTH PER TABLES 1-3 6 -PANEL CONFIGURATIONS MAX. UNIT WIDTH Wit/Mg 11,P TI1 NEM/ MAX. UNIT HEIGHT PER TABLES 1-3 9 Ly `2 m fiD i kTV m 1� 9+9, _I 79 1 1 m XL7 y • • •• y • • %%%••• • ® •/••• • • • • • fr • I_ 6 -PANEL CONFIGURATIONS MAX. UNIT WIDTH Wit/Mg 11,P TI1 NEM/ MAX. UNIT HEIGHT PER TABLES 1-3 9 Ly `2 m fiD i kTV m _I 79 19 1 m XL7 y • • •• y • • %%%••• • ® •/••• • • • • • fr • I_ NOM. PANEL WIDTH PER TABLES 1-3 490 • "`ea fFY EY MAX. UNIT HEIGHT PER TABLES 1.3 7 -PANEL CONFIGURATIONS POCKET IYV1A. U1111 aa1V IEl 04 tit IRA N i[ykt7NB/ IRnY m fiD m NV 1 ® ® /••� • • aTnVk 1 ® •• • ••• 111��1 • • • y • • •• y • • %%%••• • ® •/••• • • • • • fr • stn ace RMbnr • ••• • • • • • Doe renterew • • • • •• • • • •• • ••• • •• • • • • Ntrirar CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR 'Kc" INSTALLATION. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° 8135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, "O" = INOPERABLE PANEL, "p" = POCKET DETAIL LETTER a.__"w" = WOOD OR METAL INSTALLATION "c" = CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" PRODUCT RENRWED co complying with the Florida Ac cpt flee N '� Acceptance No x•'�� .1�-- Eapinionpete } 120,7 Miami D:do\J1gdoAKMRcµ� 1 .!1/4/0,,,, 9Q ��.• ' LENS /F ,,,: Onnw fir JR 10110114 Checked BA • • • • • 1098 TEGHNOLOOYORNE YF.M9E, FL 34275 (941}•4841920 • • • CERT. OFAUTN. 829298 • • EXAMPLE CONFIGURATIONS iee SERIES 770 ALUM. SGD - LM IMPACT a.e.aw,r 900-770 NTS 3 022 Dawa/w PGT0130 lbw No. 58705 -0.v 10 IS w; �Q'•• ST TEO �� /;ss/ONA1.' " '''1111 II\''\ A. LYNN MILLER, P.E. P.E.B 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A 7/16" NOM. 3/16" HS GLASS .090" PVB 3/16" HS GLASS EXTERIOR a 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE G3 9/16" NOM. 1/4" HS GLASS .090" PVB 1/4" HS GLASS EXTERIOR a 3/4" NOM. GLASS BITE 7/16" NOM. 3/16" HS GLASS .090" SG 3/16" HS GLASS EXTERIOR 3I4" NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE G4 9/16" NOM. 1/4" HS GLASS .090" SG 1/4" HS GLASS EXTERIOR a vj H, 7 3(4" NOM. GBTES 'J l 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, T •• ••• • • • • • •• • GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = DUPONT .090" BUTACITE PVB "SG" = DUPONT .090" SENTRYGLAS braes D Rend ey. Dolic Arad I* Dow n.xns,: twee: JR 10/10/14 RMber R.dO.0 • • • • •• ••• •• • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • IMO TFCHNSLOOYWIVE • • • • N4ENI.FE. FL 3445 ^• • ••• (941• 1600 ••• GTn U.By wet CERT. OFAUTH. /29296 PE G4A 3/16" HS GLASS .090" PVB 3/16" HS GLASS 3/8" AIR SPACE 3/16" T GLASS EXTERIOR a 1" NOM. 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G5 3/16" HS GLASS .090" PVB 3/16" HS GLASS 5/16" AIR SPACE 1/4" T GLASS EXTERIOR a 1" NOM. 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G5A TRODUCr RENEWED m complying wit the Florida Q Building Cade ee -0128 Acceptance No E Dote .Yii1 Odoottker GLAZING DETAILS SERIES 770 ALUM. SGD - LM IMPACT swing/W. Dods: Shoot De* 900-770 NTS 4 e. 22 PGT0130 Minmi Dade Product Coulrol f2& \`��NV ILYNN AO/� /'// '•\\ '•. F� i • No. 58705 • 7 =gyp`• sfn nee A!IMQM ,11A.W P.E. P.E.8 58705 • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • 410 • • • • • • • 000 • • • 000 • • GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A 3/16" HS GLASS .090" SG 3/16' HS GLASS 3/8" AIR SPACE 3/16" T GLASS EXTERIOR a 1" NOM. 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G6 3/16' HS GLASS .090" SG 3/16" HS GLASS 5/16" AIR SPACE 1/4" T GLASS EXTERIOR a 1" NOM. 3/4" NOM. GLASS BITE 7/16" NOM. 3/16" ANN GLASS .090" SG 3/16' ANN GLASS EXTERIOR a 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE G7 9/16" NOM. 1/4" ANN GLASS .090" SG 1/4" ANN GLASS EXTERIOR 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A GLAZING NOTES: "ANN" = ANNEALED "HS' = HEAT STRENGTHENED "T" = TEMPERED "PVB" = DUPONT .090" BUTACITE PVB "SG" = DUPONT .090" SENTRYGLAS •• ••• • • • • • •• • • •• • . • • • •• ••• •• • • • •• • • 3/16" ANN GLASS .090" SG 3/16" ANN GLASS 3/8" AIR SPACE 3/16" T GLASS EXTERIOR a 1" NOM. 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G8 3/18" ANN GLASS .090" SG 3/16" ANN GLASS 5/16" AIR SPACE 1/4" T GLASS EXTERIOR 1" NOM. 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G8A PRODUCT RENEWED M conlplybg Oh the Matto Building Code ABeepl• Ce No F.NpirnwnDelo OAK Rnfbu• • • Rend Bl • Rand By: Atliv ••• • • • • • • • • • • • O8YRRNE 1 S • • • N , 342 • ••• (941P480.1800 ••• OYaen B0 Dow JR 10/10/14 CI MBy Oahe CERT. OFAVIN. #29296 GLAZING DETAILS SERIES 770 ALUM. SGD - LM IMPACT BerimMe it ear Blest (WOW& —128.21 1_7 (zn20 Mimi Dade l� Ili onhrll \\`t0°0 LYNN q!!/iii ,•.•' SATE OF- ^^" A. LJ14n11LL�k, P.E. P.E.#l+I58705 No. 56705 80D•770 NTS 5 + 22 PGT0130 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1: Design Pressure (DP) and Anchor Quantities Required, (for all approved conflguratlons on Sheets 2 & 3) For corner astragal anchorage on 90° or 135° comer units, see sheet 11 Maximum DP for all sizes: +601-60 (May be limited by Table 1A) Table applies Types 3, 3A, 5, 8 8A and the Stile types shown to Glass 5A, 7, 8 / 7,7A,Astragal Door Unit Height 80' 84" 90" 96" 69-7/8" DLO 73.7/8" DLO 79.7/8 DLO 85-7/8" DLO below. Anchor Group Anchor Group Ancho Group Ancho Group 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 S a -g 2 24' DLO Head/581 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8; 7+8 7+8 7+8 7+8 7+8 7+8 30" DLO Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8: 7+8 7+8 7+8 7+8 7+8 7+8 36" DLO Head/SW C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 8 8 8 8 8 8 8 8 8 6 E 8 8 8 8 8 8 P -hook 6+7 8+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 42" DLO Head/Sill C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 48" DLO Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 80.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TABLE 1A: SIlI Height to Max. (+) DP (Water Infllration Rating) Sill Riser Height (+) Design (Flet or Box, see Sheat 17) Pressure, psi Flush -1-1/2' see note 3 Low - 2-1/2' + 48.67 Medium - 3-1/4" + 60.0 High - 4" + 60.0 SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" 1 1 OH LENGTH I_ - 01 OH RATIO 21 OH RATIO — OH LENGTH OH HEIGHT Interlock P -hook Lockstile @lamb Straight Astragal Assembly Lockstile @ Straight Astragal 9b' Astragal Assembly Lockstile @ 90° Astragal 135° Astragal Assembly Lockstile @ 135° Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Hea9y-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile ��« •• 6,• Standard Astragal • •s Outside Corner Outside Corner Inside % Corner 4 Outside Corner _ �~ • • •• 1 • i•� -- 9��,! •••e—•—.Y••• • • • • • •• •• • �(+ Inside Corner Inside1 Corner Part 860 (x2) Part #60 • • Part #60 • e e • • Par[ #60 (Stile) Part #67 (Astragal) • • • • Part #60 • Part #61 (Stile) Part #118 (Corner Receiver) Part #119 (Out.) Part #120 (In.) Part #61 (Stile) Parts #31 & #32 (Corn. & Fxd Mount) Part #61 =0=48'. D. =0=405- 0-.0: ==04440 !trod*: 0-r. =dror 0.0080 =0W ,0.doaer 5.r: JR 10/10/14 • ••• • • • • • •. • •• • • • • • • • • • • • • • • l� I • ,,,,,, �y • OW • • • • (s4l480.feoo • • • CERT. OFAUrN. 824/288 DP AND ANCHORAGE a.. SERIES 770 ALUM. SGD - LM IMPACT lbri.ladat .1.8: 800-770 NTS 6 a 22 w.+ro PGT0130 PRODUCT REMSWrtD as oomplytng wllh Oke Florida B,oIdhg1 Cad, Axocptance No 128 E.; , lost . 1!i 'i l��}s Miami Ikid \ tq,44.1 Cbpi+T .s,\ss' %As( LYNN M,, ''.0�, Y,'.... jcENSE '•, F.p i No. 56705 3 ° I S ,' L ` . �) STATE OF ..• �U` A. LYNN MILIIER `P.E. P.E# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For corner astragal anchorage on 90' or 135' comer units, see sheet 11 Maximum DP for all sizes: +601-60 (May be limited by Table 2A) Table to Glass Types Odor Unit Height applies 4, 4A, 6, 8A, 7, 7A, 6 a BA 80' 84' 90' L710.9 102' 108' 114' 120' the Stile /Astragal types 89.7/8' DLO 73.7/8' DLO 79.7/8' DLO 85.7/8' DLO 91.7/8 DLO 97.7/8' DLO 103-7/8' DLO 109-7/8' DLO and below.Ancho Group Ancho Group Ancho Group Anchor Group Ancho Group Ancho Group Ancho Group Ancho Group shown 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Head/5111 C4.1 C4+1 04+1 C4.1 C4+1 04+1 04+1 C4+1 04+1 CA.C.C4+1 C4+1 C4+1 04+1 C4+1 'C.4-4•1 C4+1 C4+1 C4+1 G+i' C4+1 C4+1 C4+1 C4+1 C4*1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4.1 24' Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 DLO P-hook 8+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7*8 7+8 7+8 7+8 7+8 7*8 7+8 ;7+8 8+9 8+9 8+9 8.9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/SIN C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 04.1 C4+1 C4+1 C4*1 04+1 CA+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4*1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04.1 C4+1 C4+1 C4+1 30' DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 : 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Phook 6+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7.8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8.9 8*9 8.9 8+9 8+9 8.9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/SIP C4+1 C4+1 CAN G+1 C4+1 C4+1 04.1 C4+1 C4+1 c4+1 C4+1 04.1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4.1 C4*1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 CAN 36' D2Le0 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 1 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-book 6+7 8+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 ,7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 35. HeadISlII C4+1 04+1 C4+1 04.1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CAN C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CAN C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C5+1 C5+1 CAN C4+1 CSN C5*1 42' o.P-hook DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 6+7 6+7 6+7 8+7 7.8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 , 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 0+10 9+10 9.10 9+10 9+10 Hoad/SIN C4+2 C4+2 C4+2 C4.2 C4+2 04*2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C442 C4+2 C4+2 05+2 C5+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 05.2 05.2 48' DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 8+7 8+7 6+7 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7*8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9.10 9.10 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+2 C4+2 C4+2 C4+2 C4.2 C4.2 C4+2 C4+2 C4+2 C4+2 04*2 C4+2 C4+2 C4+2 C4+2 C4+2 64' DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 6 P-hook 6.7 6+7 6+7 6+7 7+8 7*8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8 7+8 Not In these Head/8111 C4.2 C4+2 C4+2 C4+2 C4+2 04.2 C4.2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 17;5+3/ C5+2 available sizes ODLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7.8 7+8 7+8 7+6 7*6 7+8 7+8 .+$) 7+8 NOTES: O = EXAMPLE ON SHEET 9 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL, TABLE 2A: DLO WIDTH = NOM. PANEL WIDTH - r POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. PSF MAX Sill Height to Max. (+) DP (Water Infiltration Rating) OH LENGTH 4►- DLO HEIGHT = DOOR UNIT HEIGHT -10.125" 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED AN OVERHANG COMPLYING WITH THE CURRENT FBC ADJACENT DIAGRAM); THIS CONDITION 1-1/2" BY IS Sill Riser Height (Flat or Box, see Sheet 17) (+) Design Pressure, psi w = = � PANEL HEIGHT = OH RATIO 21 DOOR UNIT HEIGHT -1.866" (SEE NOT RATED FOR WATER INFILTRATION. Flush-1-1/2" see note 3 pj o 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. Low - 2-1/2' + 48.67 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium - 3-1/4" + 60.0 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE High - 4' + 60.0 OH LENGTH INSTALLED. THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 2, SEE SHEETS 21 & SEE NOTES 1-3 OH RATIO 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY - OH HEIGHT DETAILS. Interlock P-hook Lockstlle @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly Lockstlle @ 90' Astragal 135' Astragal Assembly Lockstlle @ 135' Astra al g PRODUCT RENnWP-D s complying with dre Florida Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Healy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile goading axe A _ A tibnvxel. • Standard Astragal 7i Outside Corner Inside I��?-J Outside Corner'"j� y� \ \ r�orner • _ �' =r Miumi Dodo NritlA 00.1, -Air* ;':._.. _ 1-�M • • -_ • • V �•^ j, • • m • • • a•• • • •• •• • • •• • • • • • *Inside • • • • • Corn Inside Corner �- �R, Outside Corner e�J 7 / \\�„cON�4LYNN��fie, ,�.. CONS F.Q Q' r' Part 961 (x2) Part #61 Part 661 Part 861(5411+) Part 667 (Astragal) Part 4161 Part #61 (Stile) Part #118 (Corner Receiver) Receiver) part 6119 (Out.) Part #120 (In.) Part #61 (Stile) Parts 4131 & 832 (Corn. & Fxd Mount) Part 861 • No. 58705 `- = •_ _ _ i f --- - .-1T°11.5�%�rr O • • • • . . • • _• 4(/ m•a7 a. a„d, e • • • • . ••• •• . • • • le • • s..4a• ,9p z. • • 1�,87�w1pLOOY L._- ---I DP AND ANCHORAGE i�� •'•.FCORIOP.••' \��` w asr OAK A. araaw • • FL �• • !, ��G a,„ear a,e ae bins •' • • • • • ( td004FE. • SERIES 770 ALUM. SGD - LM IMPACT ONAI- ` Omni), OAK cr.dudar ow: } arrwl,e saw a+re w..roe. Nen P.E. A. LYP.E JR 11V1Ly14 CERT.OFAUIN. A2829a 801}770 NTS 7 ^r 22 PGT�f30 # 59701, P.E.a 58705 •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TABLE 3: TABLE 3A: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90" or 135' corner uNls, see sheet 11 Maximum DP shown below (May be hilted by Table 3A) Sill Height to Max. (+) DP (Water Infiltration Rating) Door Unit Height Sill Riser Height Design Table applies to Glass hypes 4, 4A, 80' 84" 90" 98" 102" 108" (Flat or Box, see (+) Pressure, 6, 8A, 7, 7A, 8 & 8A and the Stile / 89.7/8" DLO 73.7/8' DLO 79411195R) 85-7/8" DLO 91-7/8" DLO 97-7/8' DLO Sheet 17) psi Astragal types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Flush- 1-1/2" see note 3 1 1 2 1 3) 4 1 1 2 1 3 1 4 1 1 2) 3) 4 '1 1 2 1 3 1 4 1 1 2 1 3_ 4 1 2 13 4 Low - 2-1/2" + 48.67 Design Pressure +/-90 0 psi +/42. psf+/-7 s .0 pa Medium - 3-1/4" +60.0 17' Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 High-4' + 90.0 24" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 ' 8 8 8 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 /+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 SEE NOTES 1-3 Design Pressure +/-90 0 psf +1-82 5 psf +/-75 0 psf 23" Head/SNI C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 •4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 c 30" DLO Jamb 8 8 8 8 8 A 8 8 8 8 8 8 8 i8 8 8 8 10 10 10 10 10 10 10 10 sd P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +/-90 0 psi +/.82 6 pat +1-75.0 psf 5 29" Head/SIN C4+1 C4+1 C4+2 C4+2;C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C5+2 C5+2 C4+1 C4+1 C6+2 C5+2 C4+1 C4+1 05+1 C5+1 C4+1 C4+1 C5+1 C5+1 36" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 6 8 10 8 10 10 10 10 10 10 10 10 1 P-hock 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +1-90 0 pal +/-82.6 psf +1-75 0 psi OH LENGTH 35" Head/Sill C4+2 C4+2 04+2 04+2 C4+2 C4+2 C5+2 C6+2 C6+2 C6+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 42' DLO Jamb 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 8 10 10 10 10 10 10 10 10 P-hook 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 w 2 OH RATIO 1 WDesign Pressure +/-90 0 pal See Note A below. +1.62 5 psf +/-75 0 psf = $ O 41" Head/Sill C4+2 C4+2 C5+2 C5+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C5+2 C8+2 C6+2 06+2 06+2 05+2 C6+2 C6+2 O 48' DLO Jamb 8 8 8 8 8 8 10 8 8 8 10 8 8 8 10 8 10 10 10 10 10 10 10 10 1 P-hock 6+7 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 1_ FOR EXAMPLE ON USING TABLE, SEE SHEET 7. NOTES:OH NOTE A: +/-90.0 PSF FOR GLASS TYPES 4, 4A, 6. 6A, 7A, 8 & 8A; +/-871 FOR GLASS TYPE 7 LENGTH ) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF UNCHANGED). SEE TABLE 3A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG USING THE 3-1/4" MAX (NEGATIVE WHEREAS THE POSITIVE DESIGN COMPLYING WITH SILL; POSITIVE PRESSURES 1-1/2" SILL IS NOT PRESSURES SHOWN THE CURRENT WATER AND IN FLORIDA DL = NOO M.. PPANEL DLO HEIGHT DOOR UNIT HEIGHT OH RATIO = OH HEIGHT WIDTH - 7" = -10.125" TABLE 3 MAY BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 3i FOR WATER INFILTRATION. INFORMATION. REQUIRED. PAIRS TO BE INSTALLED. SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS PANEL HEIGHT DOOR UNIT HEIGHT 18 & 19 FOR ASSEMBLY = -1.866" DETAILS. Interlock P-hook Lockstile @lambAssembly Straight Astragal LockstIle @ Straight Astragal 90' Astragal Assembly lockstile @ 90' Astragal 135" Astragal Assembly Lockstlle @ 135' Astragal PRODUCT RENEWED m coroptyte8 with the Florida Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Building Code �i _ i q '2Q Igo Heavy-duty Astragal Outside Corner Outside Comer eptones .A. p '--_.. porus ~ G ��zoCJi `Dodt\�yQ941KIggtf�., 4. Cor p`ni »._�■ �� 40�« <-�-• �Mr« • 'rJ�l� • • • , • s • • ®' • • • •• • • • Inside Omef Inside Corner Outside Corner `���`ON� LYNN 4//! ", ;� �� !F ,.•• OCEN$F • • s. ,• "r .. Part #61(x2) Part 1161 • • • • • • • Part #61 Part 161 (Ole) • Part 468 (Astragal) • •• • Part 861 Part p6l (Stile) Part #118 (Corner Part #119 (Out.) Part #120 (In.) Part #61 (Stile) Parts #31 & #32 (Com. & Fxd Mount) Part 861 * • No. 58705 ' _ 1 _ — _ Receiver) I RerIBs Dl• Roan. • • w-. • • • • • • • • • • • • • e.•d+ew �(J '• S ATE .. �� % .(� '•., • • •10797E•HNZOOYDRIVE DP AND ANCHORAGE , •.toalot`.••' ;; /•,� G weeder o•e, Ro•b.: • • • 4t VERNE, F•34270a �1 •� ay. S S/F 'i," `9/ •P.E. ` Weeder D.r.: R•wb,c ee w W - •� SERIES 770 ALUM. SGD - LM IMPACT �NA1 k 1 • • • • • • • • • a"„••••r da••rDm•Ow ,w A. LYNN P 1la.JR JR o. 10/10/14 a.darae>' Dor CERT. OF AM. 11'79296 ® soo-no NTS 8 "' 22 PGT0130 8 58705, P.E.# 58705 • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • SEE SPLICE NOTE, THIS SHEET NO FRAME '7+8" P -HOOK ANCHORAGE CONSISTS OF: JAMB (7) P -HOOK ANCHORS, REQUIRED @ (PERPENDICULAR TO GLASS EXTERIOR PLANE) SEE TABLE 2, SHEET 7 • POCKETS AND SEE POCKET (8) P -HOOK JAMB MOUNTING INSTALLATION, ADAPTER THIS SHEET ANCHORS MIDWAY & SHEET 14 BETWEEN P -HOOK \ ANCHORS & AT 3" FROM TOP & // BOTTOM • L 8" MAX. TO OPENING EDGE OF POCKET SEE 4.051" ( AI ( 24' MAX. O.C. 24" MAX. O..C. 60" NOM. PANEL WIDTH INSTALLATION DETAILS'Jc' & 'Kc', END PANEL SHEET 14 & PART ANCHORAGE DETAILS 'J' & (2 ANCHORS) SHEET 19 FOR P -HOOK ANCHORS "+2" ANCHORAGE [CENTERLINE OF PANEL 1 SEE "C5" CLUSTER MAX. UNIT WIDTH SEE *C5" CLUSTER DETAILS, DETAILS, SHEET 0 FOR INTERLO REQUIRES "C6" SHEET 10 FOR INTERLOCK 6" MAX ti Lte L____ 6MAX. END PANEL ANCHORAGE (SEE SKETCH BELOW) 8" MAX., TYP. x 6" O' L 3" MAX. 60" NOM. PANEL WIDTH r Y 0 x o 1 0 0 O r 3" MAX. of 14" MAX. O.C. x CO 0 0 0 Z m .Z1 x CLUSTER, SEE DETAILS, SHEET 11 x l x x = FRAME ANCHORS •= P -HOOK ANCHORS o = P -HOOK MOUNTING ADAPTER ANCHORS x x x x x x x iSi \ x X (. i x x x xx' x x x X' xx xx • x ix x x x 96" UNIT HEIGHT x x x _"+2 \'+2' 2+2 "+2" x 24" x SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL MAX. O.C. x6" MAX. x Y- 21' MAX. o.c. x-1 4 PAIRS OF ANCHORS (TOTAL 8 ANCHORS) PER JAMB (SEE JAMB DETAIL BELOW) " xEND PANEL 6" MAX. ANCHORAGE (SEE +2' SKETCH BELOW) ANCHORAGE ANCHORAGE AN9HORAGE ANCHORAGE ANCHORAGE 2 04" EXAMPLE: 5 -PANEL, 2 TRACK, 90" OUTSIDE CORNER - pXX/XXd - EXT. MOUNT POCKET ANCHORAGE PLAN: 60" x 98" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSITRATE (SEE TABLE 2, SHEET 7) CENTERLINE OF INTERLOCK SEE "C5" CLUSTER DETAILS, SHEET 10 FOR INTERLOCK "+2" ANCHORAGE 3.5" LCENTERLINE OF PANEL 2 • 1 1/I • ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF A DITIONAL INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. IMUM. ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY] REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT I crxn:nnFOF REQUIRED AS PER THE FIGURE AT RIGHT: � fAORU.H JAMBS & P -HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR O.C. (P -HOOK) UTILIZING ANCHOR QUANTITIES FROM ARPROPRIATE TABLES, SHEETS 6-8. SEE P -HOOK ANCHOR DETAILS ON SHEET 14 "+2" ANCHORAGE 21" MAX. O.C. EXTERIOR 5.64" 6" MAX. REQUIRES "C6" CLUSTER, SEE DETAILS, SHEET 11 4.051" / CENTERLINE SEE "C5" CLUSTER I --•—OF DETAILS, SHEET 10, FOR ASTRAGAL; 3.5" I INTERLOCK ./ .. • — —•. • • • • EXTER OR V' Rmdex arae RmdBx Delle RoNsionsc Rerbiew Rand By: arae bmm9y DOc JR 10110/14 Rabbit • •- ••' •• ••. • 1 CENTERLINE OF PANEL 3 SEE SHEE. 1.1 FOR OT HER • • • • • • •• • • • • •• • ••• • ••• CENTERLINE 1 AF ASTRAGAL END PANEL ANCHORAGE (2 ANCHORS) /•/X' ///./,./4/1, ./ -I-2-TRACK FRAME JAMB ANCHOR PAIR /// CENTERLINE 1 l CENTERLINE "+2" ANCHORAGE "+2 ANCHORAGE OF PANEL 4 OF PANEL 5 INTTRMEDIAT jF ANCHQRS • • • • • • • • • 1070 TESHN&OGYDRIVE •• • A. VEND FL•34276 •W%� , • • •• • • • • 140)480.1l00 SPLICE NOTE: NON- STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS AT THE P -HOOK. ANCHORAGE SPACING & EXAMPLE PLANS 0.dad8y o. CERT. OFAUTR. 029296 PRODUCT RENEWED re complying wldf the: Florida Building Code _ 126 Acceptance No -1. ion ate 1yF tmi Dat; r(3d4q (1 YU1pI// \\•t\Nl LYNN P..- \,\CENSE '•.< i No. 58705 * 0 STATE ' L4FIFI MILLIEfi`P.E. P.E.# 58705 SERIES 770 ALUM. SGD - LM IMPACT w.,dx Sm. SM. O,""a•Ra SGD-770 NTS 9 a 22 PGT0130 Tc • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ASTRAGAL ORSPLICE LOCATION INTERLOCK�IF NEEDED CENTERLINE ASTRAGAL OR I (FOR SPLICE, ASTRAGAL OR INTERLOCK -"--1 CONDITION, USE INTERLOCK CENTERLINE "06" CLUSTER DETAIL) CENTERLINE 7" + 7" 2.04 EXTERIOR 2 -TRACK FRAME HEAD/SILL 6 ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL ORSPLICE LOCATION INTERLOCKyiIF NEEDED CENTERLINE 3.5" EXTERIOR 4" DIAG. 7" 2 -TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") SPLICE LOCATION IF NEEDED 1.75" EXTERIOR ASTRAGAL OR (FOR SPLICE INTERLOCK-P.1CONDITION, USE CENTERLINE "C6" CLUSTER DETAIL) 3,5" 2 -TRACK FRAME HEAD/SILL Q ASTRAGAL OR INTERLOCK (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, "C6") 2.04" 21" MAX. O.C. 6" DIAG. 2.04" EXTERIOR 5.64' 8" MAX. F-2 TRACK FRAME JAMB ANCHOR PAIR ASTRAGAL OR SPLICE LOCATION INTERLOCK- IF NEEDED CENTERLINE 3.5" 2.04" 21" MAX. O.C. 6" DIAG. EXTERIOR 5.64" 6" MAX. F4 -TRACK FRAME JAMB ANCHOR PAIR 4.08" 4 08" EXTERIOR 7" 3 -TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR {SPLICE LOCATION INTERLOCK -.-I IF NEEDED CENTERLINE I 1.75" 3.5" EXTERIOR 7 4" DIAG. 3 -TRACK FRAME HEAD/SILL Q ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR.(FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE "C6" CLUSTER DETAIL) 3.5" EXTERIOR 3.5 3.5" 3 -TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, DO NOT CENTERLINE USE THIS DETAIL) 3.5" ANCHORS MAY BE INSTALLED EITHER IN THE EXT. OR INT. TRACK (INT. SHOWN) 5.64" 6" MAX. 1 3 -TRACK FRAME JAMB ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION IF NEEDED 3.5" 7" 2.04" EXTERIOR Brea 113y Mac Rend Or DK, • • • 4 -TRACK FRAME HEAD/SILL • (c$ ASTRAGAL OR INTERLOCK • (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 2.04" • RONA Robbed: Robb. 6.37" DIAG. • Ex71!RI. • • •• •• � • ••4-TRACKG•AF'RA IE HIERD/SILL • • • AS RAL R INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") • -•• • • • • • •• • • •• ••• • • • • • • • • •— • • • • • • • • • ••• • • • • • • -0 10707EdNNdlOGVDRIVE A VENIN FL034275 • • • • e4 14804.00 u..Rey: 0.M docked By dim JR 10/10/14 CERT. OFAUDI. 129298 EXTERIOR V 7" 3.5" 3.5" 4 -TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "06") WITH & WITHOUT SPLICE CONDITION o.""ta.e ANCHORAGE, EXAMPLE CLUSTERS DIV SERIES 770 ALUM. SGD - LM IMPACT e b•.b•e AI* • n."roR. SOD -770 NTS 10 a 22 PGTO130 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P -HOOK SEE SHEET 9. PRouuL Rs!, �u m complying ` 4h ih Plotkin Building Co Node awl Date • Miomi On Prod ronA��� \\\ N LYNN 44/ /�i� Q�''•\,\GENSF ••, F.p i '•. * No. 58705 S"ATE F :• �� '%„S!ONAL ''', R.r. A. LYNN MILLER, P.E. P.E.• 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.04" 4" DIAG. EXTERIOR 3.5" 2.04" EXTERIOR 4" 90° CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4.08" INTERIOR INTERIOR I "di 4.08I"IMIEbamm EXTERIOR 7" 90° CORNER 3 -TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS) INTERIOR 2.04" 2.04" INTERIOR I ' 4" DIAL. 6.12" 'i�Il " TERIOR7 �. I, 3.5" EXTERIOR 90° CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") EXTERIOR 7" INTERIOR 6.12" INTERIOR 6.12" 2.04" .4",;1111.1 — 4„ 3.5" 7" iillaanNNAI 3.5" ilk 2.04" EXTERIOR EXTERIOR 4" •• ••• • 7" • • • 90° CORNER • • 4 -TRACK FRAME HEAD/SILL. • • • • ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS) INTERIOR INTERIOR 2.04" 8.94" 3.5" INTERIOR 2.04" 7 INTERIO EXTERIOR 4" DIAG. 2.04" 3.6" EXTERIOR 4 135° CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") INTERIOR 7.41" VirAlf ' • % 4.08"MIN WM �� IIIMI• 7" Noi,. r 3.5" 4.08' EXTERIOR 7" 135° CORNER 3 -TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS ) 4" EXTERIOR INTERIOR ON XTTERIOR ALL VIEWS Rend ep D.w R°NaYa' Rend aF Oda RnA0,M: !Wed Br ()Ns: RM"ba A""eay: Dew Chocked By JR 10/10/14 • • • • • • • • • • •• ••• • C/ ER • • • �'rRA HEAD/SILL • • ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS) • • • • • • • • • • • • • • • • 1070 TLUHNw.COYDRIVE • • • • • N. VENNIE, F•34275 • • • • • ••• • • 999117480400 0b: CERT. OF AMR 929295 2.04" NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 135° CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") "+1" ANCHOR CENTERLINE OF PANEL "+2" ANCHOR 4" DIAL 3.5" CENTERLINE OF PANEL "+3" ANCHOR 4.08" 2.04" i 3.5" -"- CENTERLINE OF PANEL 4 -TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3 -TRACK SIMILAR) 2.04 "+1" ANCHOR 1 CENTERLINE OF PANEL "+2" ANCHOR 3.5" 4" DIAG. CENTERLINE OF PANEL "+3" ANCHOR 2.04" 4" DIAG. I____ CENTERLINE V OF PANEL 2 -TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT ANCHORAGE, EXAMPLE CLUSTERS 17. SERIES 770 ALUM. SGD - LM IMPACT PRODUCT RENEWED ea complying with tlr Florida Building Code Amm:prima No ExOE 14.1.040* Bao a",t DNA. RA 8oD-770 NTS 11 M 22 PGT0130 128 Mi;ni D:a ��@Y4�flfY'i;`;' `,0 D\AY LYNN A9/! /",, No. 58705 O R11OF : W\ ',d;S/ONAL. E`-` P.E.# 58705 • • • • • • • ••• • • • • • ••• • • • • • • • •• • • • • • ••• • • • • • • •• • INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 2 1/16" * 1/4" rMAX. SHIM EXTERIOR a EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 2 -TRACK FRAME HEAD WOOD INSTALLATION 11�iI v WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4' MAX.) -1 EXTERIOR 2-1/16" T 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 Jab 2 -TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP. SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR ji �n �'1l�cll V 1/4" MAX. SHIM -1 i— Rend Ely: We: Finfalear Render Dew RnlA o,*,er, dr: JR 10/10/14 EDGE D- ISTANCE: SEE TABLE A, SHEET 1 2-1/16" •• ••• • • • • •• • • •• ••• 2 -TRACK FRAME JAMB WOOD INSTALLATION • ••• • • • • • •• • • • •• .•• • EXTERIOR a EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" • 1/4" r MAX. 1 SHIM 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 3 -TRACK FRAME HEAD WOOD INSTALLATION SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR • 2-1/16" • ink v WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" • EXTERIOR a 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3 -TRACK FRAME SILL WOOD INSTALLATION �?31, v EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP., 6Efi ANOMOR • OTES • 1,SAILE St1EEif 1: tEXTIRKR • • • • DISTANCE: SEE TABLE A, SHEAT 1 - re, 2-1/16" 11/1 • • tT • N%4" MAX:SH11�1 EDGE I— • • • • •• ••• • • • • • • • ••• 3 -TRACK FRAME JAMB WOOD INSTALLATION s • • • • • • 1070 TC!'NN4t0DYDRIVE • r. VENRE 034276 • 60480-Ir00 CM:*eler. etlr CERT. OFAUTH. 029296 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SEE ANCHOR s ` r � MIN. OF 3 THREADS BEYOND NOTE 5, ��� 4 I THE METAL SUBSTRATE SHEETI ,t,�r rl> ` rrArai (1/4" MAX.) V�EXTERIOR <3 2-1/16" l�s 1101 1Vil- 107 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 4 -TRACK FRAME HEAD METAL INSTALLATION SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 1/4" MAX. SHIM METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. • DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. 4 -TRACK FRAME SILL METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR 1/4" MAX. SHIM �I i -- EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" • 'v MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 4 -TRACK FRAME JAMB METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 C Cw"f+esr ANCHORAGE DETAILS PRODUCT RENEWED oe "+9114+• wsm the Plaids Building Code Acceptmce No Ex ion One ins SERIES 770 ALUM. SGD - LM IMPACT eus"umd 800-770 NTS 12 d 22 PGT0130 12 -1 } 2020 Dadc P, rcl CTntrp) , \‘‘NI LYNN 4/,, ///iii Q���,.•'vk* GENS€ I. No. 55887055 *. G�✓ cr:S. 113'05 : 4%z - STATE OF 'css/DNAL' " R." A. E,INN MILLER; P.E. E.E.8 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 CONCRETE 2-1/16" • PER TABLE A, SHEET 1 CONCRETE PER TABLE A, SHEET 1 EXTERIOR EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 143.6 1 11/4" MAX. SHIM EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" EXTERIOR CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES & WOOD BUCK TYP., SEE TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 2 -TRACK FRAME HEAD im 3 -TRACK FRAME HEAD CONCRETE INSTALLATION 0 CONCRETE INSTALLATION 1 t CONCRETE PER TABLE A, SHEET 1 1/4" MAX SHI M EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" EXTERIOR CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET —1 (1/4" MAX.)1 EXTERIOR a T PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (114" MAX ) 2-1/16" PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX ) EDGE DISTANCE: ��� SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 v CONCRETE PER TABLE A, SHEET 1 2 -TRACK FRAME SILL CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 7.711 -u` =�II(fi PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR V 1/4" MAX. SHIM r EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3 -TRACK FRAME SILL CONCRETE INSTALLATION IlD EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR • • • • • • WP., SEE ANCHOR :CONCREI • :OSR TABLE AA a 2-1/16" • CONCRETE PER TABLE A, SHEET 1 1/4" r MAX. I SHIM NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. • DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 0&11. PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 4 -TRACK FRAME HEAD CONCRETE INSTALLATION gins CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1116" * pR CML), • • •sKTERIO P w- T f • PBR TABLE • • rt • • • •/Q, BHEE•r1 •• 2 -TRACK FRAME JAMB CONCRETE/Cif) INWIILATION • •ue It$AX!SI-IiAft R.RdP/- rMex Renew Rare,: Dec Ro dty. dew Row. • • • • • • • • • •• • • • ••• • ••• • ••• • • • • • • • • ••• As. CONCRETE OR CMU PER TABLE A, SHEET 1 3 -TRACK FRAME JAMB COVRETE/CMU INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 4 -TRACK FRAME SILL CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR IVIS �7I II X111. 1/4" MAX. SHIM --I I�— 443-1, EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" CONCRETE OR CMU PER TABLE A, SHEET 1 4 -TRACK FRAME JAMB CONCRETE/CMU INSTALLATION CONCRETE PER TABLE A, SHEET 1 PRODUCTREN6WED E tie Florida oildiao Code Acceptance No Expirwi000»a 4i*,oi D,,,j ` c :• No. 58705 A _ itiz STATE OF � R'U'C •'•. FCORIOP.•' ���: Ot, l \ �C�' Ns //S///1, nni,`,, R•'' A. LYNN MILLER. P.E. P.E.# 58705 • • • • • y1. VEI 4275 VE • IJ VE�rE 34271 Cmm9r ab: JR 10/10/14 Chrf+dBy Mb, CERT. OF RUTH. 529298 ANCHORAGE DETAILS SERIES 770 ALUM. SGD - LM IMPACT soksmod"t Aab •rot p.wvM soo-no NTS 13 of 22 PGT0130 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS WOOD FRAMING EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 S -- FRAME JAMB REQUIRED AT ALL INSIDE POCKETS TO PREVENT P -HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EXTERIOR PHOOK WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET 1 n13� P -HOOK FOR USE WITH FLAT SILL RISERS PARTS #18, #20, #22 OR #24, WOOD INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EMBEDMENT: SEE TABLE A, SHEET 1 P-HOOk CONCRETE OR CMU PER TABLE A, SHEET 1 EXTERIOR MOUNT SHOWN, MAY ALSO BE INSTALLED IN INTERIOR CONDITION P -HOOK MOUNTING CONCRETE OR ADAPTER SMS CMU PER TABLE ANCHOR TYP., SEE A, SHEET 1 EllANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, EDISHEET 9) DISTANCE: SEE TABLE A SHEET 1 P -HOOK SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EXTERIOR 2.693" MIN. EDGE DISTANCE •• ••• • • • • • •• P -HOOK FOR USE W/THROlII SIM. RISERS • • PARTS #19#21, #20pR,M •* • • • • METAL INSTALLATION • • IX R� • • • (SEE TABteS 1A,•2At 3A • • MOUNT • • • FOR WATER RATINGS) ONLY R.wer. Oft Area* aro: R.weer wr JR 10110/14 Rovisionw Reviews: 2.693" MIN. EDGE DISTANCE CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 1-114" MIN. EDGE DISTANCE EXT4E-RIOR V P -HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EMBEDMENT: SEE TABLE A, SHEET 1 • ••• • • • • • • • • • • • • • • •�•• • • • • • • 1070T))))))NOOYDRNE • • • • • • •• • • • • 21. YEN 91276 • •• • • • • • • • • • •16!1)400-1600 • R.,aow dwdnaer. aro: CERT. OFAUTN. 629296 EMBEDMENT: SEE TABLE A, SHEET 1 0 P -HOOK FOR USE WITH FLAT SILL RISERS PARTS #18, #20, #22 OR #24, CONCRETE/CMU INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EMBEDMENT: SEE TABLE A, SHEET 1 INTERIOR MOUNT SHOWN, MAY ALSO BE INSTALLED IN EXTERIOR CONDITION P -HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE QA, SHEET 1 (ALSO SEE TYP. -1/4" MIN. EDGE DISTANCE ILLUSTRATION, SHEET 9) 1 m -.1•14, kaur P -HOOK CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 1127 EXTERIOR 2.693" MIN. EDGE DISTANCE P -HOOK FOR USE WITH BOX SILL RISERS PARTS #19, #21, #23 OR #25, CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALL APPROVED SUBSTRATES. 3. SEE TABES 1-3, SHEETS 6-8 FOR REQUIRED P -HOOK AND P -HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. Drama ANCHORAGE DETAILS SERIES 770 ALUM. SGD - LM IMPACT PRODUCT RENEWED a, complying with the Florida Ac No de "14 012"8 y--af..41A Mixmi Dade P n y lj0'Ao5g11,j �\ 1 lT NN M/ 0 • (F- A. •• • GENSF ••. 'P i SOD -770 NTS 14 • 22 PGT0130 ▪ it No. 58705 • L(. 3 I5 : w SATE OF SSlONA� A. LYNN MILLER P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONFIG. EXAMPLES HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS'Aw' &'Ac',\ SHEETS 12 & 13 1 SILL DETAIL 'D', SHEET 18; INSTALLATION DETAILS 'Dw' &'Dc', SHEETS 12 & 13 MAX. UNIT WIDTH MAX. DLO WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 MAX. PANEL HEIGHT PANEL TYPE 'QS' NOM. PANEL WIDTH TYP. PER TABLES 1-3 MAX. UNIT MAX. HEIGHT DLO PER HEIGHT TABLES 13 EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX #10 X 1-1/2" PH SMS PANEL CORNER DETAIL •• ••• • • • • • •• NOTES: • • • SILICONE BY OTHERS 14111 FRAME CORNER DETAIL 1) SEE SHEET 17 FOR INDIVIDUAL PANEL OONFIGVRATION6 AS APPLICR9l.E. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS AvAR IOA pETAIS 11,N4 ETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. • ••• • • Rowder DSK Ron q 0.x Rowdily OAK Dimmer 006 JR 10/10/14 Itrelsker lierleter Rovitlow • • • • • • • • • • • •• • • • • J070 H OOYDRNE • • • • • • • • • 'N. T.F, FJL175 • •• • • • • r ••• • ••• • • tyh4gp0 awrL"4!r 0N: CERT. OFAUTH. #29296 #8 X 1" PH SMS INTERIOR EXTERIOR 90° CORNER DETAIL 'N2', SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERLOCK DETAIL 'M', SHEET 19 EXTERIOR INTERIOR MAX. UNIT WIDTH JAMB DETAIL 'G3', SHEET 18; INSTALLATION DETAILS 'Gw' & 'Gc', SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.126" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" 'RODULTRRNRWUD o complying wig) the Ilortde Rona* Code Accept• oc No 6>WlntLQn QWe Ry Miami Dad4);p. -o // A5.0 . • LYNN AI/�� i' * r No. 58705 ANCHORAGE DETAILS / EXAMPLE ELEVATION %nod''. /O oRtoP.'''��: SERIES 770 ALUM. SGD - LM IMPACT '7j� T, Nnl` t �'' TIM e.+,.�aart d^' •Mie °i'*°�" 1°" A. LYNN MILLER P.E. soa770 NTS 15 a 22 PGT0130 P.E.#587%05 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • CONFIG. EXAMPLES D JAMB DETAIL '62', SHEET 18; INSTALLATION DETAILS'GW' & SHEETS 12 & 13 INTERLOCK DETAIL IFOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 M', SHEET 19 OPERABLE JAMB DETAIL 'G3', SHEET 18; n..—INSTALLATION DETAILS 'Gw' & 'Gc', SHEETS 12 & 13 ASTRAGAL HEADER DETAIL 'A', SHEET DETAILS'L1' & 18; INSTALLATION DETAILS L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 13 L SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHEET 15 EXAMPLE: 0)00( (2 -TRACK) ASTRAGAL DETAILS'Li' & L2, SHEET /�1 0 HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS'Aw' & 'Ac', SHEETS 12 & 13 MAX. DLO WIDT TYP. SILL DETAIL 'D', SHEET 18; INSTALL DETAILS 'Dw' & SHEETS 12 & 13 JAMB DETAIL 'G3', SHEET 18; INSTALLATION DETAILS • Gw'&'Gc',SHEETS 12&13 EXTE OR INTERIOR MAX. UNIT HEIGHT PER TABLES 1-3 SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS Ow&'Dc',SHEETS 12&13 MAX. UNIT WIDTH EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2 -TRACK) JAMB DETAIL '11', SHEET 18; INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'Iw' & 11 INTERLOCK DETAIL 'M', SHEET 19 TS 12 & 13-\ HEADER DETAIL 'B', SHEET 18; at JAMB DETAIL 'H2', SHEET 18; INSTALLATION DETAILS 'HW' &'Hc', SHEETS 12 & 13 MAX HEI P TAE 1 P -HOOK DETAIL 'J' &'K', SHEET 19; INSTALLATION DETAILS %V, 'Jc', 'Kw' & 'Kc', SHEET 14 INSTALLATION DETAILS'BW' & 'Bc', SHEETS 12 & 13 MAX. UNI I WIUIH PANEL TYPE 'D' /PE I UNIT GHT ER ILES 3 MA HEIC TABI 1 MAX. DLO HEIGHT PANEL TYPE 'R' / OI PANEL TYPE 'L' NOM. PANEL WIDTH TYP. PER TABLES 1-3 a k X PANEL TYPE 'A' / SEE NOTE * X 2, SHEET 15 a X •. ■iiiiriir PANEL TYPE -•– • 4 •• • 1 I I 1 MAX_ UNIT WIDTH —. 1 L SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHEET 15 EXAMPLE: 0)00( (2 -TRACK) ASTRAGAL DETAILS'Li' & L2, SHEET /�1 0 HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS'Aw' & 'Ac', SHEETS 12 & 13 MAX. DLO WIDT TYP. SILL DETAIL 'D', SHEET 18; INSTALL DETAILS 'Dw' & SHEETS 12 & 13 JAMB DETAIL 'G3', SHEET 18; INSTALLATION DETAILS • Gw'&'Gc',SHEETS 12&13 EXTE OR INTERIOR MAX. UNIT HEIGHT PER TABLES 1-3 SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS Ow&'Dc',SHEETS 12&13 MAX. UNIT WIDTH EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2 -TRACK) JAMB DETAIL '11', SHEET 18; INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'Iw' & 11 INTERLOCK DETAIL 'M', SHEET 19 TS 12 & 13-\ HEADER DETAIL 'B', SHEET 18; at JAMB DETAIL 'H2', SHEET 18; INSTALLATION DETAILS 'HW' &'Hc', SHEETS 12 & 13 MAX HEI P TAE 1 P -HOOK DETAIL 'J' &'K', SHEET 19; INSTALLATION DETAILS %V, 'Jc', 'Kw' & 'Kc', SHEET 14 INSTALLATION DETAILS'BW' & 'Bc', SHEETS 12 & 13 ored: p4.: mud By Done EXAMPLE: OXXXp SILL DETAIL 'E SHEET 18;' (3 -TRACK, RIGHT POCKET) INSTALLATION DETAILS • •• •• •• i�'^r &'Fj', SHEETS12 & 13 mom. • • • • • • • • • • • mwd.,.: RAW Br Dal& JAMB DETAIL'12', SHEET 18; INSTALLATION 0ETAILS'IN+ & 'Ic', SHEETS 12 & 13 1- MAX. UNI I WIUIH 1 MAX. UNI I WIUIH I UNIT GHT ER ILES 3 1 I 11 1 I 1 • • POCKET UNDER `r • • SEPARATE APPROVAL 1 I • • I A MAX. DLO HEIGHT PANEL TYPE / O PANEL TYPE i — SEE NOTE 2,-.-1. SHEET 15 . a X • PANEL TYPE NOM. PANEL WIDTH TYP. PER TABLES 1-3 • • • x•• • PANEL TYPE -•– • 4 •• • 1 I I 1 1d _ _ Lf ored: p4.: mud By Done EXAMPLE: OXXXp SILL DETAIL 'E SHEET 18;' (3 -TRACK, RIGHT POCKET) INSTALLATION DETAILS • •• •• •• i�'^r &'Fj', SHEETS12 & 13 mom. • • • • • • • • • • • mwd.,.: RAW Br Dal& JAMB DETAIL'12', SHEET 18; INSTALLATION 0ETAILS'IN+ & 'Ic', SHEETS 12 & 13 1- MAX. UNI I WIUIH 1 7 MA UN EIC H PE TABI 1 i I l t ,r , PANEL TYPE 'M' ( SEE L -•-NOTE 2, SHEET 15 MAX. DLO HEIGHT PANEL TYPE 'F' —+ 11 PANEL TYPE 'F' NOM. I WIDTH TYP. PANEL PER TABLES 13 PANEL TYPE 'P' % 0 I I I I I 1 EXAMPLE: )00(0 (4 -TRACK, BY-PASS) IT HT R ES SILL DETAIL 'F', SHEET 8; INSTALLATION DETAILS 'FW &'Fc', SHEETS 12 & 13 INTERLOCK DETAIL (4, SHEET 19 90° OUTSIDE CORNER DETAIL 'N1', SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERIOR EXTERIOR MAX. UNIT WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 HEADER DETAIL 'C', SHEET 18; INSTALLATION DETAILS 'Cw' &'Cc, SHEETS 12 & 13 • • • •• • • • • • • • 111575 � • • • • 00717 HN DOYDRIVE • • • • • • • N. V • F�34275 • • • • • • • • • 1bfj48af6on Ikon ey. t 0, JR 10/10/14 Pocked By: Dew CERT. OFAUTH.. #29296 EXAMPLE ELEVATIONS TNIC SERIES 770 ALUM. SGD - LM IMPACT 2._4_ se* — avow/. soo-77o NTS 16 a 22 PGT0130 PRODUL`F RENEWED et complying with the Florida Building Code Acceptance No Expiration Zlf Miami Dade Prnd1 (icntrol \\\r\i1�177 tlily,/ �r : 140. 58705 u- t 3� i5.1�g 55 sTATEo '�SSI�INn�1 ei A. LYNIS I4IILER. P.E. P.E.8 58705 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • PANEL'S RIGHT STILE TYPE PANEL TYPES SIER LE INTERLOCK OUT SINGLE INTERLOCK IN FIXED STILE LOCKSTILE W/ HANDLE ASTRAGAL BOX OUT ASTRAGAL BOX IN ASTRAGAL BOX OUT W/ HANDLE 1 ASTRAGAL BOX N W/ HANDLE \ ■ INT 90 LOCKSTILE W/ HANDLE EXT CORNER 90 LOCKSTILE W/ HANDLE EXT CORNER 90 RECEIVER W/ HANDLE INT IVER ER 90 RECERNER W7 HANDLE EXT CORNER 90RECEIVER a„5 EXT CORNER 35 RECEIVER w/HANDLE , a3, 135 RECEIVER W/ HANDLE 1 931 -tom -[tom `- ri= l ■ �El= 17 8,20 91,9 #61 #118 +S { #81 moi... 881 f sir 881 f SINGLEOUT INTERLOCK F PP K L TR TQ TC TA TV TW SINGLE INTERLOCK B E P A C C syn IC SQ SC SA SV SW FIXED �. STILE RR R S 190X04.11) S (80X110/ . FD FC FV FW LOCKSTILE4 W/ HANDLE D M J (90X OM J I6oXN) // / / // PANEL'S LEFT STILE TYPE ASTRAGAL L/ BOX OUT '€UE LR PANEL NOTES: W/ HANDLE 1 - (80x our) 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL ASTRAGAL ■ / Box IN =� A / V / LEFT Q INTERIOR RIGHT SIZES & DESIGN 2. PANEL TYPES PRESSURE. NOT SHOWN OR CROSSED OFF W/ HANDLE t ler10 PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS �t "'' LEXTERIORAND ASTRAGAL BOX OUT / T (=OW) U (BOX our) STILE v STILE 3.90°A ASTRAGALS CORNER TO USE HEAVY-DUTY STILES RECEIVER AND EITHER nsTRACAL ❑ eox Nr / ,..........v..„../7 / / // T /1/0X08 U (110X PANEL "E” SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND APPLICABLE STILE/ASTRAGAL REQUIREMENTS. (#61), EXTERIOR (#119) ASTRAGALS. (#118) OR INTERIOR (#120) CORNER IN 90 LOCKSTILE ILE W HANDLE WI #1P0 RT CI 4. 135° ASTRAGALS (#61) AND CORNER f .232" TO USE HEAVY-DUTY STILES ADDON (#31). EXT CORNER SILL RISERS OPTIONS --►Ir— 232" 90 LOCKSTILE W/ HANDLE 9119 Q T QS _.1I.--' .232' EXTERIOR EXTERIOR ,082' EXT CORNER #BR .232" EXTERIOR 90 RE FINER CT CS EXTERIOR .062" 4.055' W/ HANDLE 8,18 2.555'082" 3.305' INT CORNER #81 90 RECEIVER W/ HANDLE #118 AT AS DF 1.587" 082' lI ' J� 1 U e EXT CORNER SILL RISER, FLAT' SILL RISER, FLAT SILL RISER, FLAT SILL RISER, FLAT 90 RECEIVER // C CF / 15' FLUSH, 1-1/2" 2D LOW, 2-1/2" 22 MEDIUM, 3-1/4" 24 HIGH, 4" ote WCD EXT CORNER 83, 135 REFINER �/t VT VS VF / ,750' ~1 EXTERIOR 1— •760' oufoa ODUCT w1�9b FloridR BrdtOi�ry, Godo �, W/ HANDLE #81 \ / y .760' EXTERIOR <=1 ,082' AcocPlence No -. INT CORNER #31 / 135 RECEIVER HSL WT S F EXTERIOR a—'j EXTERIOR .908' C] •082' 4.055' D¢,4 .4(IM 20211-" .062" 3.305' W/ HANDLE #8, \ • • • • • • • • • I 2.555' Miwni IT+v!e Pad svi, • • • • f • •• •• • • • • • • • • • • • • • • • , -i.._ • SILL RISER, .082" 1.567* Ba SILL RISER, BOX 0 SILL RISER, BOX SILL RISER, BOX \ \ Ir \\o�l LYNN df//��%�/ . ,s ••••CENSE •••.'P - 4- .' ''. -k �= 19' 27 23 2 FLUSH, 1-1/2" LOW, 2-1/2" MEDIUM, 3-1/4" HIGH, 4" _ z7* : No. 58705 • • • • • • • • r NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 a : Li; _ o� Rmeer ora: /Widen: • • • • • • • • • • • • • • ows..r j ----,230,,..... 87ATH Rmeer ora: Rrwrr+.: • • • • • • • •• 070 • N DOYDRNE PANEL TYPES •.. FLDR\oP•.'`C�?: • • • • • • • VVNN 6, r• 31275 �"� rek ,••,,,,,,,,,' (.... • .. r\ �: �� ' RmeBr- Orw R.,xw.• • • • • • • • • • �}y},� a SERIES 770 ALUM. SGD - LM IMPACTI �,SION!\L I urr" 7 JR orw 10/10/14 uramey ow• CERT, OFAU7N 829298 • a u°ra SOD -770 NTS a..e 1 % a 22 D,,* . PGT0130 R," A. LY1144 k11LLLI�, P.E. RE it 58705 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 0, EXTERIOR 4 INTERIOR P -HOOK FOR FLAT SILLS (EXT. OR INT. MOUNT) ‘1,3,, EXTERIOR EXTERIOR P -HOOK FOR BOX SILLS (', EXT. MOUNT ONLY `� EXTERIOR Vir STANDARD ASTRAGAL #67 WITH STANDARD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN ) INTERIOR 0 437 EXTERIOR MlingJ I ®0 HEAVY-DUTY ASTRAGAL #68 WITH HEAVY-DUTY STILES #61 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN ) ,,C7 EXTERIOR 90° OUTSIDE CORNER 21TRACK SHOWN INTERIOR 90° INSIDE CORNER 2 -TRACK SHOWN INTERIOR 135° • ® EXTERI•� • • •• •• v • •• • • •• • • • • •• ••• •• • • • •• 135° OUTSIDE CORNER 2 -TRACK SHOWN int mar • ••• • • 43, EXTERIOR • ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. 12f3..1 ZoLo Miumi OscI ' induct Contin CORNER \\\‘,,s1 YNNAIQl7j4/i x I No. 58705 3oz1> ' a/ HORIZONTAL SECTION DETAILS, CORNERS % <?�, •. FComo' ' SERIES 770 ALUM. SGD - LM IMPACT 135° INSIDE COR 2 -TRACK SHOWN Ronda), Ode, Rowdily Orfs R.AMonr: wnaq nIK Rehlonor • • • •• • ••• • • • • • • • • • • • • • • • • 50707FNNQLOOYDRIVE • • • • • • N. VENAE 4 34276 • • • • • • 74,y46o1600 Dn.u7 orfs JR 10/10/14 Chucked ' D. CERT. OFAUTH. 529296 s.irtlfodrt sr: w t AmAyR. SOD -770 NTS 19 a 22 POT0130 R^' A (ANN M1415R,sC`P.E. P. E.3 50705 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • Item DW9T# POT# Description 1 17306 817306 2 -TRACK HEAD 2 17303 617303 2 -TRACK HEAD WITH SCREEN RAL 3 17309 617309 3 -TRACK HEAD 4 17312 617312 4 -TRACK HEAD 5 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEAD/JAMB ADD-ON 7 17304 617304 2 -TRACK SILL 8 17301 817301 2 -TRACK SILL WITH SCREEN RAIL 9 17307 617307 3 -TRACK SILL 10 17310 617310 4-1RACK SILL 11 17313 817313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADD-ON (SEE NOTE 3) 13 17318 817318 FRAME SILL SCREEN END ADD-ON (SEE NOTE 3) 14 17305 617305 2-1RACK JAMB 15 17302 617302 2 -TRACK JAMB WITH SCREEN RAL 16 17308 817308 3-1RACK JAMB 17 17311 617311 4 -TRACK JAMB 18 17322 017322 SILL RISER - FLAT, FLUSH, 1-1/2* 19 17319 817319 SILL RISER - BO)( FLUSH, 1-1/2' 20 17321 817321 SILL RISER - FLAT, LOW, 2-12' 21 17318 617318 SILL RISER -BO)( LOW, 2-1/2' 22 17355 817355 SILL RISER - FLAT, MEDIUM, 3-1/4' 23 17354 817354 SILL RISER - BO)( MEDIUM, 3-1/4' 24 17323 817323 SLL RISER - FLAT, HIGH, 4" 25 17320 617320 SILL RISER - B0)( HIGH, 4" 28 17333 617333 POCKET P -HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P -HOOK 28 17334 817334 POCKET P -HOOK MOUNT 29 17335 617335 P -HOOK COVER 30 17348 617348 POCKET P -HOOK FOR BOX RISER 31 17378 617378 135 CORNER 32 17376 817378 135 FRED MOUNT ITEMS 4053 ARE SCREEN PARTS: 40 4319 812258 SCREEN SDE RAIL - LOCKSTILE 41 78178 7LOCKWOSK SCREEN LOCKSET 42 710)34PPS1)AX 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 84428 SCREEN DOUBLE NTERLOCK 45 4317 612256 SCREEN TOP RAIL 48 4318 812257 SCREEN BOTTOM RAIL 47 688 7SRAZ STANDARD ROLLER 48 888 7SRAX STANDARD ROLLER- ST. STL 49 4344 84344 SCREEN ASTRAGAL 50 17349 817349 0)07 SCREEN ASTRAGAL ADAPTER 51 1892 81692 SCREEN SPLINE -.185" SCREEN SPIev.15cr• w • : a• . 52 1694 81894 53 61816020 SCREEN CLgTH • w • • • • 54 1725 1/2" X4' X1/18'45ET. BLIMIX, NEOPRENP 85•/5•• 55 1728 I' X4' X 1/1%V?. 8L()%It•NEO+•fj11gNE IVA Item PG POT# Description 56 OUANEWTRUSEAL DURASEAL SPACER(COMPOSITE SEALANT/13ESSICANT) 80 17325 817325 PANEL STILE 81 17328 817328 PANEL STILE (HEAVY DUTY) 82 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. - THIN ONSIDE INTERLOCK) 64 1729 71729 ' SILL END WEATHERSTRIP PAD 65 17328 617328 1 INTERLOCK SCREW COVER 67 17329 817329 ASTRAGAL 88 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 817324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTON MOWED) 71 1695 71895 1-1/2" X I' X3/4" HIGH FN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL. ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SLICONL: DOW -899, TOW -995 OR GE -7700 75 8185 78185X GEMINI MORTICE 3 -PLY DUAL LOCK W/LONG TRIM PLATE 76 71032XIFPFX 810-32 X 1" FL. SS SCREW W/ TYPE "F" TP 77 7103239 1032 STEEL ZINC UNUT 79 17357 817357 1' IG BEAD 80 17359 817359 7/16" BEAD/ FIXED PANEL CLP 81 17380 617380 9/18" BEAD 82 1224 6TP247K VINYL BULB WEATHERSTRP 83 81745 1745 LOWE NC, 112' X1/I8" SGL SIDE ADH. TAPE, POLYETH. 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1898 71898 OUST PLUG 103 8180 78188X. 1"KEEPER 104 853 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 ' FIXED PANEL CLIP -8" LONG 106 17352 617352 , FDEO PANEL RETAINER - 9'18" 107 1739 71739 ' HANDLE KB - NTEROR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KR- RAISED EXTERIOR HANDLE 109 1731 7816258 HANDLE KIT- RECESSED NTERIOR WEB THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 710)34PPS1)AX 610 X3/4" PH. PN. TEK - S.S. 112 1235 67816 ' WSTP, .270 X .170 - FIN SEAL 113 1712 64060 j .187" X.230" FNSEAL 114 710X115PPX 610 X1-1/2" 115 710)4'PT #10 X 1' 118 720X1X #14-20X1"S.S. 117 720X112X #14-20X1-1/2"S.S. 118 17338 817338 90 DEGREE CORNER RECEIVER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 120 17338 8117338 90 DEGREE INSIDE CORNER ASTRAGAL • ?2S 17352 617352 FDED PANEL RETAINER, 7/8" • • NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 57-59.88, 78, 84-9% 121k4,1 V ARE NQT USER AND ARF•NOT PORT OF THIS APPROVAL. NOTES: 1) ALL ALUMINUM = 6083-T6 2) ITEMS # 33-39, 57-59, 66, 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3116" MASONRY ANCHORS @ 24" MAX. O.C. mmoer. Aix Rahn: wweA+ Dore RnWr Rend* 014w MWMe • • • • • • • • • • • • • • • w • • • • .... • • d • • 00707fCHNFLOOYDRIVE • • • • • • • �N". �VENNE•, 4 94275 • • • • • • •-• • 791)•460-1600 ar D•e C1.mra4 Dow JR 10/10/14 CERT. OFAUTH. 029296 PARTS LIST PRODUCT RBNBWPD to complying with the Florida Building Code Acceptance No B Miami DadF+'1Pd4tiil rgniiol p... No.S8T05 -� �1 D)- 1 :�3 A STATO • 'K�FKOO�j� SERIES 770 ALUM. SGD - LM IMPACT csslONM- 11111111\ 906770 NTS 20 n 22 �Short PGT0130 RawA. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5.069" -lf2l- 0.081" - 2 -TRACK HEAD (6083-T6 AL) '3_1152r.- 0 081" 0081" - 6.198" Ct� 1.211" 1 8.562' DN 0.080" U U 6 to 4 -TRACK SILL (6063-T6 AL) 85 " 2 -TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 0.081" - 7.105" 3 -TRACK HEAD (6063-T6 AL) 9.142" 1.36" 1.505"1 J4 0.081' . 28 0.080" i 3 -TRACK SILL (606346 AL) 6.221" 0.086'"u+7 t 0 �U f 1 1. 5" 1.36" 02 -TRACK SILL W/ SCREEN TRACK (6063-T6 AL)' 0.081" 1.260" L I 0.060" 1.116 •• •• •• • • T••I►+• _ I." • • FRAME HEAD/JAMB SCREEN • FRAME 9ILLe8CEEF 1 • 6• ADD-ON •' AODIbN• • • • • « (6063-T6 AL) • • • • • • ((bilT6%)• : : • • • -- J �7T 04 -TRACK HEAD (6063-T6 AL) 1.514" 0.532 -tS0- 0.062" R 1.211" 6.198" 2 -TRACK JAMB W/ SCREEN TRACK (606346 AL) 02 -TRACK SILL (8063-T6 AL) FRAME SILL SCREEN 13 END ADD-ON (6063-T6 AL) REQUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS OR 3/16" MASONRY OR 3/16° MASONRY SEE SHEET 17 FOR SILL RISERS. • • • • ANCHQJ S @ 2.4" MAX. 0.i. • ANCHORS @ 24' MAX. O.C. • • • • • • • . • • • • • . • • • • • • • • . • 1070'WCHyJL00YDRIVE • • • • • • • N. "VE'*"'C�E 51.31276 Rendey 0"11c Rnffi1e Rrndey. OAe R"Merir Rend e): D.V, RnWr' Awn er Mb: OMaHey. o"0/: JR 10/10/14 CERT. OF RUM 520206 0.081" 7.105" 3 -TRACK JAMB 1.36" 0.081" 0.062" 5.069" i4 2 -TRACK JAMB (6063-T6 AL) -�{ 1.36" 0.081" 9.141" 11.87-2."�r1 '9 1 1.019" OSCRREEEEN 40 STILE (6063-T6 AL) r_ 1.045" 1.993" 0.062" SCREEN TOP RAIL (6063-T6 AL) 1 i 1.993" GREEN 46 BOTTOM RAIL (6063-T6 AL) Fes-- 0.875" 0.062" PRODUCT RENEWED w complying with the Fulda Building Code ••� 4t4; Aacpl 10* No (2.,40 B " !4ti5,-.2 Miami Dada P149c1 ferl^i /, ,,,,°0 LYNN mit ',/, L,E•NS (6063-T8 AL �! :' ° F �'is 17 4 -TRACK JAMB _• * ' No. 58705 (6083-T6 AL) _ -n',G j 30 151 iW �"° • S1"A1 E O �� EXTRUSIONSTRW C;�' FLOR1pP, ''tj�: SERIES 770 ALUM. SGD - LM IMPACT �'%csS1ONA\_ ,,,,s'' er1.L0. •'1c .wt Oiei1oM" 11n` A.1.4114 MillVfl:P.E. SOD -770 NTS 21 a 22 PGT0130 P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.718" .016" 0.062" -r 0.264" ©FRAME SCREW COVER (6063-T6 AL) 2.304" --- SILL k..!!.../TRACK (6063-T6 AL) 0.075" OP -HOOK (6063-T6 AL) 0.062" 0.796" P -HOOK MOUNTING I 28 ADAPTOR (6063-T6 AL) 0.752' •�{ L 0.233" 10.062" P -HOOK SCREW 29 COVER (6063-T8 AL) 0135° CORNER (8083-T6 AL) 3.979" 135 FIXED MOUNT (6063-T6 AL) O STANDARD STILE (6063-T6 AL) 1.645" 0.125" e7 STANDARD ASTRAGAL (8063-T6 AL) 1.003" 0.050" 0.757" FIXED PANEL CLIP (6063-T6 AL) .550" -� 0.709" 0.080" FIXED PANEL RETAINER, 9116" (6063-T6 AL) 0.080" j0.863 i_ 0.281" HEAVY DUTY ASTRAGAL (6063-T6 AL) 0.709" 2.893" •• •• FIXED PANEL RETAIN F 7/8" •: (6063-T6 AL, • • • • • • • • •• •• •• • • • •• 90° CORNER RECEIVER (6063-T6 AL) 1.03" Fes--- 3.125" et HEAVY DUTY STILE (6063-T6 AL) 1.304' Imo- 3.25` ►1 89 TOP/BOTTOM RAIL (6063-T6 AL) 4" 3 802" 1.163" 0.080" 1_1 P HOOK FOR BOX RISER (6063-T6 AL) 82 INTERLOCK ADAPTER (6063-T6 AL) -�{ 1.050" r-�-►{ 1.050" r_ � 1.050" r- 289" .611" ] .485" 046' ,045" ���� O BEAD (1 G.) 80 BEAD, FIXEDGLAZIG 7/16" GLAZING 81 BEAD GLAZING (6063-T6 AL) PANEL CLIP (6083-T8 AL) (6063-T6 AL) 5.621" 0.885" 1.303" 1 - 0.325" 0.062" INTERLOCK 65 V-VSCREW COVER (6063-T6 AL) PRODUCT RENEWED ro ootnilying with the Florida Ouilding Code 4aeptutee No Bx9Late • • • • • •• • • 2.,26' -*U • 5.621" Rood 9r: oW: Rood Or Deet Roma: ••• • • • .. • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • ••• • •• aeeney JR Bret 10/10/14 rtes.: 90° OUTSIDE CORNER ASTRAGAL (6063-T6 AL) • • • • • 1070 €CI•'OLOOYDRIVE N. VEIC•E�L 34276 f$4l)-190.1500 CERT. OFAUTN. 229290 4" 90° INSIDE CORNER ASTRAGAL (6063-T6 AL) hliwnl Dade Product Control 0\011 111tH. \.\ \,.I LYNN ,11/1C ,/ * No. 58705 ^IL EXTRUSIONS rat SERIES 770 ALUM. SGD - LM IMPACT s.duoec 600-770 Bert NTS arrt 22 " 22 Dn.°aea PGT0130 -%� STATE S/ONA� A. L1lNNAIILLER P.E. P.E.N 58705 0•• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • 0 • •• •• ••• • • • ••• • • •.r DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) r 1lAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 'I' (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy PGT Industries 1070 Technology Drive, Nokomis, FI. 34275 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 PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD-770IIP" Aluminum Sliding Glass Doors w / Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0004 Rev D, titled "Series 770 H.P. Aluminum SGD-LMP', sheets 1 through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 02/13/14, signed and sealed by Lynn Miller, 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 Missile Impact Resistant Limitations: 1. See tables 1& IA in sheet 4 of this approved drawing set for applicable SGD unit sizes, design prewawes, reinforcements, glass types, sill riser and anchors requirements. See approved configgratiarts in sheets • 2. Applicable operable door Egress min clear width & height requirements Hurst complylitr PBC, tq,be J•eyiewed • • by Building official. • •' • • 3. See glazing options G4, G4A, G6 and G6A in sheet 1, 3 & 4. • •••• •••• • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Wstate aaui,s les and..•.. • following statement: "Miami -Dade County Product Control Approved", unless otherwise mated 4uf rein.. • • RENEWAL of this NOA shall be considered after a renewal application has been filed aiid•thei•e has beth n Ichangt� • •; • • 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 ravisi.on.or change in the • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsentent of anypxrduct. • for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with arty 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 #i 11-1018.16 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI DADE COUNTY APPROVED NOA No. 13-1009.07 Expiration Date: March 24, 2015 Approval Date: February 28, 2014 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # 11-1018.16/#09-0826.12). 2. Drawing No.PGT0004 Rev D, titled "Series 770 H.P. Aluminum SGD-LMI", sheets I through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 02/13/14, signed and sealed by Lynn Miller, P.E. B. TESTS 1. Test report 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) 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 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors(Samples A-1, A-2,13-1, B-2 and C-1), prepared by Fenestration. Testing Laboratory, Inc., Test Report No FTL-7468, dated 09/13/2013, all signed and sealed by Martin D. Brinson, P.E. Note: This test report has addendum letter dated Jan 13, 2014, issued by Fenestration Testing Lab. 2. Test report 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) 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 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5998, FTL-6045 w id FTL- 6012, dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. (Submired+hnder filts•# 11- • 1018.16/#09-0826.12) Note: The test reports No. FTL 5998 has been revised• andrreissuetl on: •. 12/29/09, signed and sealed by Julio Gonzales, P.E. ••• 3. Additional reference supporting test reports # FTL 5254 and ATI72138.41401-18..... . •• .... .... . . C. CALCULATIONS. . . • . : 1. Anchor verification and comparative analysis dated 01/24/14 and last revised on 02/.1.3714, •. sheets 1 thru 45, prepared by PGT, signed and sealed by Lynn Miller, V. L. ;•• • 2. Glazing complies with ASTMS -1300-02 &-04.. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® interlayer", expiring on 01/14/2017. fshaq I. Chanda, P.E. Product Control Examiner NOA No. 13-1009.07 Expiration Date: March 24, 2015 Approval Date: February 28, 2014 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter dated OCT 04, 2013 of compliance to PBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 11-1018.16, expiring March 24, 2015. 2. Test proposal dated 6/4/13 approved by Jaime Gascon, P.E. 3. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. 4. Letter of commitment dated February 20, 2014, issued by PGT, signed by A. Lynn Miller, P.E. E-2 0006 • • . 10.. 00 • • • .1 • 11 1 1. .0 . • 1 • 1.041 .0.. . . 10.. 4110. • . • • 41. 141 •• .• • • . • .1 • • • • • .. 1 1 • 41. • • 4141. . . • 41. cl Lilo" Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 13-1009.07 Expiration Date: March 24, 2015 Approval Date: February 28, 2014 GENERAL NOTES: SERIES 770 H.P. LMI SLIDING GLASS DOOR WITH REINFORCEMENT 1) GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS: T = TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES: SG = .090" DUPONT SENTRYGLAS G4 - 7116" LAMINATED: (2) LITES OF 3/16" HS WITH .090" SG INTERLAYER. G4A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH .090' SG INTERLAYER. G6 -1" LAMINATED INSULATING GLASS: 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH .090" SG INTERLAYER. G6A - 1" LAMINATED INSULATING GLASS: 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH .090" SG INTERLAYER. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 4-6. 4) SHUTTERS ARE NOT REQUIRED. 5) INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: TEST REPORTS FTL-5998, FTL-6005, FTL-7468 AND FTL-6012. ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 2 TRACKS BY 9 FT. (108") HIGH WITH MAXIMUM 4 FT. NOMINAL WIDE DOOR PANELS, MAXIMUM 4 PANELS. SEE EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2 & 7. D.L.O. WIDTH = NOM. PANEL WIDTH - 7" D.L.O. HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT Tictii TQ j E 41B§TRATE, • AND TRANSFER SHEAR LOAD TO SUBSTRATE. I SUBSiTRAJEOS WOQD, • 301E FELT PAPER OR MASTIC IS REQUIRED BETWEEN TINE GROUTAND • WOOD SUBSTRATE, OR AS APPROVED BY THE gUTI-031114/4 • • • JURISDICTION. • • • • • • • • • • • • DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1 & 1A ON SHEET 4 Group Anchor Substrate Frame Member MIs. Edge Distance MIs. Embedment 1 1/4" Eke LNlrecon Concrete (min. 2.85 ksl) Head/SIIVJemb T 1-318" Ungrouted CMU, (ASTM 690) Jamb only 2.1/2' 1-1/4" Grouted CMU (ASIM C-90, min. 2 kel grout) Jamb only 2-1/2' 13/4' 2 EIuo 4 0 1/4" Elco 410 S.S. CrelP.T. Concrete (min. 3.35 kegHead/SUUJamb 1" 1-3/4" Ungrouted CMU, (ASIA( C-90) Jamb only 2-112" 1-1/4' Southern Pine (SO=0.65) Head/SIlI/Jamb 1' 1.395' 3 (min. 2.85 kel) Head/S111 1" 1-3/8" 1/4" Elco MaconConcrete Ungrouted CMU (ASTM C-90) Jamb only 1" 1-114" 912, 18-5 or 410 S.S. SMS, P.T. Southern Plne (SG=0.55) Head/SIII/Jamb 9(18" 1318' Aluminum, 6063-15' Head/SIIIlJamb 318" 0.083" A36' Head/SIII/Jamb 3/8" 0.050' (min. 11 threads/1n)Steel, Steel Stud, A653 Gr. 33' Head/SIII/Jamb 3/8' 0.0451' 114' Elco 18.8 S.S. Aggre-Gator Concrete (min. 3.275 ked) Head/SIII/Jamb 1.112' 1-3/8" Ungrouted CMU, (ASTM C-90) Jamb only 2' 1-114" Grouted CMU (ASTM 490, On. 2 kW grout) Jamb only 2' 2" P.T. Southam Pine (S0=0.55) Head/SIU/Jamb 1' 1.3/8' 4 912, Steel SMS 05, (min. 11 threads/In) P.T. Southern Pine (SG=0.55) Head/S111/Jamb 9/15' 1-3/8" Aluminum, 608315' Read/WI/Jamb 3(8' 0.063" Steel, A38' Head/SID/Jamb 3/8' 0.050' Steel Stud, A653 Gr. 33' Head/SIII/Jamb 3(8" 0.0451" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. • •• • • • • SMC 04,4 02/23/10 4444,44 Read 0,1 J.J. 0.14 10/12/11 RnWw• Rene* JR oar 09/20/13 RMYya •IN 1•1 PER MIAMI DADE C4M6&NTS• • • • RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE NOA DRAWING MAP GENERAL NOTES ELEVATIONS GLAZING DETAILS ANCHORAGE DESIGN PRESSURES ELEVATIONS CONFIGURATIONS VERT. SECTIONS HORIZ. SECTIONS PARTS LIST EXTRUSIONS SHEET 2 3 4-6 4 7 7 8 8 9 10 • • .• • PBC 2010 CODE CHAIM •• • • . . • ADDITIONAL ANCHc?lo IIGHER DP • • • • Own Br SMC 08/76/07 Clanked to, Rig 4.44 RJA • • • •• 107E 0M184L •R/E oMIs�L a • M. BOX 1229 NOKOMIS, FL 34274 GENERAL NOTES AND MAP NW SERIES 770 H.P. ALUMINUM SGD - LMI 800770 H.P. NTS ~1 d 10 ew.ro PGT0004 etre 0 roomer k►VIaED as wtoolvial with the Florida %IA%code A•a*a.am k• /3-/, C,'7 _ MOMS. Ds14,—/A { z /, 7u`S LC/ Wiwi bolt MMus GRIM �\`O1.YNNt4li 1/// * f H0. 58705 c 1..\�w; ••. STA FLORmP•' A. LI/N1l MALI! ;`P.E. P.E.# 58705 .•• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 • • MAX. DOOR UNIT HEIGHT 108" 1 MAX. UNIT WIDTH 96" M, DC UI HEI 1( MAX. UNIT WIDTH 145 5/16" MAX. DOOR UNIT HEIGHT 108" MAX. UNIT • • •�_�_ b • • • • • �](• �• • • • •. • ••• • • • • • • • • • • •• ••• •• • • • •• . •.• APPROVED CONFIGURATIONS • . VV , PIIODUCF ktV1, p SPC wki Me Rod& Al ..Mc il-;t o7 Central Roved By SMC aenr 02/23/10 RMYvre B PER MIAMI DADE COMMENTS • • • • • Rowel J.J. Ona 10/12/11 IMAknw • NO CHANGE THIS SHEET" • • • • • • Read By JR Odea 09/20/13 RMibn' • NO CHANGE THIS SHEET • • . • • &ma*:• Mir Mooted By Data SMC 08Po5/09 R!A • • • • • • • 070 TOCHNOBOONORIVE NOKOMIS,.L 341.75 ..• • P.O. BOX 1529 NOKOMIS, FL 34274 ■a ELEVATIONS 1Ra SERIES 770 H.P. ALUMINUM SGD - LMI S00770H.P. NTS 2 a 10 ....d PGT0004 Roc 0 \.YN.. M141 \ _��.• vkGENSt7 * ! No. 58705 �--:V- s.�3 `w: •• STA E OF• 0�, •... PCOR\0 .'_`Ci�� A ONN INIti PE. P.5.558705 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • WIDTH 191 1/2" Aink Lu/A VV NUM, 1 %X. / a A *S /811,0 T )8" 1 •..•. • • . • -, • • •�_�_ b • • • • • �](• �• • • • •. • ••• • • • • • • • • • • •• ••• •• • • • •• . •.• APPROVED CONFIGURATIONS • . VV , PIIODUCF ktV1, p SPC wki Me Rod& Al ..Mc il-;t o7 Central Roved By SMC aenr 02/23/10 RMYvre B PER MIAMI DADE COMMENTS • • • • • Rowel J.J. Ona 10/12/11 IMAknw • NO CHANGE THIS SHEET" • • • • • • Read By JR Odea 09/20/13 RMibn' • NO CHANGE THIS SHEET • • . • • &ma*:• Mir Mooted By Data SMC 08Po5/09 R!A • • • • • • • 070 TOCHNOBOONORIVE NOKOMIS,.L 341.75 ..• • P.O. BOX 1529 NOKOMIS, FL 34274 ■a ELEVATIONS 1Ra SERIES 770 H.P. ALUMINUM SGD - LMI S00770H.P. NTS 2 a 10 ....d PGT0004 Roc 0 \.YN.. M141 \ _��.• vkGENSt7 * ! No. 58705 �--:V- s.�3 `w: •• STA E OF• 0�, •... PCOR\0 .'_`Ci�� A ONN INIti PE. P.5.558705 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • EXTERIOR 3/16" HS GLASS DUPONT .090 SG 3/16" HS GLASS 7/16" NO 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS TYPES G4 EXTERIOR &radar SMC a..c 1/4" HS GLASS DUPONT .090SG --.- 1/4" HS GLASS-«- 9/16" NOM. 3/16" HS GLASS DUPONT .090 SG — ►- EXTERIOR 3/16" HS GLASS 3/8"AIR SPACE 3/186""TGLASSSS —yl 1" NOM. 3/4" NOM. GLASS BITE 1" LAMINATED INSULATING GLASS TYPES G6 SG = DUPONT SENTRYGLAS 3/4" NOM. GLASS BITE •• ..: • • •• • • • • • • • • • • • 9/16" LAMINATED GLOSS ZYI?ES•G4A• • : : .. • • ••• • • EXTERIOR 3116" HS GLASS DUPONT .090 SG — 3/16" HS GLASS 5/16" AIR SPACE 1/4" T GLASS 1" NOM. 3/4" NOM. GLASS BITE 1" LAMINATED INSULATING GLASS TYPES G6A 02/23/10 R.erlere • PER MIAMI DADE COMMENTS • • • • • J.J. Wwtl"5 JR 10/12/11 tw: 09/20/13 NO CHANGE THIS SHEItP ' • • • • • • • • • • • 01070 TiG1NOt•X3NDRNE NOKOMIS. 01.34676 •PO BOX 1628 NOKOMIS, FL 34274 R"Nroc BEADING & TEXT • • • • • • Oman Br SMC 0&/05/09 mases/ au nr: GLAZING DETAILS rw SERIES 770 H.P. ALUMINUM SGD - LMI •.rase. 500770 H.P. NTS aset 3 a 10 tr..a POT0004 meow'. wn vtuo t• r.M/lq r101 the Florida 1.bNq Cede M.ytree N. /j -/^42.c27 to i' Ho. O.te�. l.ps-- Lief 1. Z_4,„•_L,.. *DadirfillsetCsand 11 II I N`i1YNNI4/// ///// �•'�\GENS6 •''. 't•••* * No.58705 • STATE OF •: �w\ ILL�k,P.E. ``\ P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • Design Pressure (DP) and Anchor Quantities Required (For all approved Configurations, Sheet 2 and Glass Types, Sheet 3) Reinforced Interlocks Heauyduty Astragal Heavy-duty Stiles Door Unit Height (In) 80' 84' 90' 98" 102' 108' 69-7/8" (DLO) 73-7/8' (DLO) 79-7/8' (DLO) 87-7/8" (DLO) 91.718" (DLO) 97-7/8 (DLO) Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anohor Group 1 2734 3 1821 3 I 4 182 3 I 4 1 1 2 3 14 1821 3 4 182 3 4 I 24' (010) DP (per) +901.130 +901-130 +90/-130 +90/-130 +90/.130 +90/-130 Head/S(l C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 05+2 05+2 C5+2 C5+2 C6+2 03+2 Jamb 10 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 30' (DLO) DP (psf) +901.130 +90.130 +991-130 +901-130 +901-130 +90/-130 Head/Sill C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C6+2 C6+2 C6+2 C8+2 C6+2 08+2 C6+2 07+2 C7+2 Jamb 10 10 10 10 10 10 10 12 10 10 10 12 10 12 14 12 12 14 12 36' (DLO)Head/Sill DP (psi) +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/430 C5+2 C5+2 C5+2 05+2 C6+2 C6+2 C6+2 C8+2 C6+2 C6+2 C6+2 C7+2 C7+2 C7+2 C7+2 C7+2 C7+2 C8+2 C8+2 Jamb 10 12 10 10 12 10 10 14 10 10 10 14 10 12 16 12 12 16 12 42' (�O) DP (psi) +90/-130 +901.130 +901-130 +901-130 +901-130 +901.121.4 HeadISilI 06+2 C6+2 C6+2 C8+2 C6+2 C6+2 06+2 C7+2 C7+2 C7+2 C7+2 C8+2 08+2 CT+2 C8+2 C8+2 C7+2 08+2 C8+2 Jamb 10 12 10 10 14 10 10 14 10 10 10 16 10 12 18 12 12 18 12 L 48" (DLO) DP (psi) +901-130 +90/-130 +90/-130 +901.130 +901-118.5 +90/-110 Head/Sill C8+3 C8+3 C8+3 C6+3 C7+3 C7+3 C7+3 07+3 C7+3 C8+3 08+3 08+3 C8+3 C7+3 C8+3 C8+3 07+2 C8+3 C1+3 Jamb 10 14 10 10 14 10 10 16 10 10 10 18 12 12 18 12 12 18 12 NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 31/4" SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET. 3.2 1/2", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 1, 5 & 6 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESSGEQUY7FMGNTC. • • • • • • • • • D.L.O. WIDTH = NOM. PANEL WIDTH - r • • • • • O.L.O. HEIGHT = DOOR UNIT HEIGHT -10.1256 PANEL HEIGHT = DOOR UNIT HEIGHT -1.EA6" • • • • • • ••• • • • • • • • • • • • •• • O= EXAMPLE ON SHEET 5 OH HEIGHT L OH LENGTH OH LENGTH - OH RATIO OH HEIGHT 1EQUAL TO 1 OR GREATER SEE NOTE 3 TABLE 1A: HEAVY DUTY ASTRAGAL HEAVY DUTY STILES ALL INTERLOCKS TO BE REINFORCED WITH THE 866 HEAVY DUTY REINFORCEMENT HEAVY-DUTY STILES SIII Height to Max. (+) DP (Water Inlltratlon Rating) Sill Riser Height (+) Design Pressure, psi Flush - 1-1/2" see note 3 Low - 2-1/2' + 46.67 Medium - 3-1/4" + 60.0 High - 4" + 90.0 SEE NOTES 1-3 SMC 02/23/10 R,Manr PER MIAMI DADE COMMENTS • • • • • • • • ftwer J.J. o0/ 10/12/11 RetYkrer • • NO CHANGE THIS SHEET. • • • • • w•aen JR Oar 09/20/13 ••• • ••• • ADDITIONAL ANCHORS/HIOHR DP SMC 8/609 D•r • • • • • • • f070 TaCHNOR)OMMNE NOKOM/0/..L a11t75 ••• • P.O. BOX 1529 NOKOMIS, FL 31274 DP AND ANCHORAGE CHART SERIES 770 H.P. ALUMINUM SGD - LMI srasura 8OD770 H.P. eralc NTS 4 • 10 savPOT0004 Reg D MUM liaiga A•m•sma•Kft. 7 ILapintb• Etta 3 z r 5 piebal ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHORS: SEE SHEET 1. 2. ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4: HEAD & SILL 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL / INTERLOCKS ON SHEET 6. JAMBS 8" MAX. FROM BOTTOM AND 17.125" MAX. O.C. UTILIZING JAMB ANCHOR QUANTITIES FROM TABLE ON SHEET 4. "ANCHORS PER PANEL" ARE THOSE AT THE HEAD AND SILL BETWEEN CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB. 3-1/2" MAX. INTERLOCK CENTERLINE • Dmy SEE "C8" CLUSTER INTERIOR '+3" ANCHORAGE DETAIL, SHT. 6 7" MAX. ASTRAGAL CENTERLINE O.C. 2.04" 4.051" 0 8" MAX. I 24" MAX. O.C. 3.5" MAX. O.C. EXAMPLE OXX ANCHORAGE PLAN: If CENTERLINE OF PANEL 1 CENTERLINE OF PANEL 2 If CENTERLINE OF PANEL 3 C8+3 HEAD & SILL ANCHORAGE (3 PANEL, 2 -TRACK EXAMPLE SHOWN) = (25) ANCHORS TOTAL (3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR GROUP 4_ _ _ _ _ _ _ _ _ _ _ _ _ _ EXTERIOR 0 ro O O O l Imo— 8" MAX. 1o \I C8+3 = (36) ANCHORS TOTAL AT HEAD AND AT SILL 3 C8 3 C8 3 C8 3 YYXY r- 6" MAX. 108" MAX XX 24" MAX. ". �.. Il.r 17.125" MAX. O.C. 6"j O.C. MAX. 8" MAX•TYe• •-•-• C.L. ASTRAGAL • • • 191• 1/2" MAX. • •• • • • ••• EXAMPLE OXX OAN �IOf • G2 PPAl:: • • • (4) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR GROUP 4 Rene BR SMC Dees 02/23/10 R.viaer • ••• • • TOTAL OF 12. (6 PAIRS) GROUP 4 ANCHORS PER JAMB (SEE SHEET 6 FOR PAIR O.C. SPACING) PER MIAMI DADE C01IM8NTS . • • • • R•,v4 J.J. Dees 10/12/11 Rwlivu' NO CHANGE THIS SHOP •• •• • • • Dee JR 09/20/13 Rnae,KK CLARIFIED OC 8 TEA* • • ••• • Dem By. DMx &melee$ Dee SMC 08/05/08 RJA • • • • • • • 070 T•CHNOI400/WRIVE /40,02M/8, Q.34 75 • •deo 8OX 129 NOKOMIS, FL 94274 Dasatdow ANCHORAGE SPACING & EXAMPLE PLANS rex SERIES 770 H.P. ALUMINUM SGD - LM! SOD770H.P. NTS 5 a 10 tworm. POT0004 B.x D PRODUCT IILVIIY r e.•lArrs,Y► M mm ••lila Cak Aftworr No /..?-4,:d yo7 6gintb. D•I. -z.f2v%I 2-11 eadortidistmen `‘01011110,, \‘‘ 0y LYNN ,y/4(///,..„ * No. 58705• • * /� • S TE0F ���T�''•. FLORIOP.•�G;. �',sSIO1jf A. LYNN'MILLER \P.E. P.EJ158705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. METAL SUBSTRATES SIMILAR TO WOOD SUBSTRATES AS SHOWN. ' DIAGONAL, O.C. DIMENSION IS 4.051", SEE CLUSTER DETAILS, (APPLIES TO ALL ANCHORS). 2 1/16"' EDGE DIST., SEE CHART SHT. 1 EXT. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 L� 1/4" T MAX. SHIM u EMBED., SEE C CHART, SHT. 1 EMBED., SEE CHART, SHT. 1 —1 1/4" .- 1/4" MAX. SHIM —.1 INT. ASTRAGAL OR INTERLOCK 7" CENTERLINE 2.04" 2 -TRACK, ASTRAGAL / INTERLOCK 5 ANCHOR CLUSTER - C5 —WOOD ANCHOR TYP., SEE 1x WOOD ANCHOR NOTE 2, SHT. 1 BUCK TYP., DETAIL A, 2 -TRACK W/ SCREEN FRAME HEAD SEE ANCHOR WOOD INSTALLATION NOTE 3, SHT. 1 EDGE DIST., SEE CHART SHT. 1 EXT. 1/4" MAX. SI -HM 2-1/16" • CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 EMBED., SEE CHART, SHT. 1 EXT. f INT. 7 1.75" �r ►'mLansm . •U 4.051" 2.04" ASTRAGAL OR INTERLOCK CENTERLINE 3.5" 3.5 7" INT. ASTRAGAL OR INTERLOCK CENTERLINE 1.75" EDGE DIST., SEE CHART SHT. 1 • I } • 2-1/16"' CONCRETE DETAIL D, 2 -TRACK FRAME JAMB CONCRETE INSTALLATION 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT.1 WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL B, 2 -TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 1/4" MAX. (SEE ANCHOR NOTE 5, SHT. 1) EXT. EXTERIOR INTERIOR (ALL VERT. SECTIONS) EMBED., SEE CHART, SHT. 1~ 1/4" MAX. SHIM —1 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 EMBED., SEE r CHART, SHT. 1 1 WOOD ANCHOR TYP., SEE ANCHOR ••• *MITE VT.411"• DETAIL C, 2 -TRACK FRAME SILL WOOD INSTALLATION 2 -TRACK, ASTRAGAL! INTERLOCK 6 ANCHOR CLUSTER - C6 2 -TRACK, ASTRAGAL / INTERLOCK 8 ANCHOR CLUSTER - C8 `� I �k I �1�� II 1111 I '1111 IF INT. ASTRAGAL OR INTERLOCK CENTERLINE 7" 3.5" 2.04' 4.051" EDGE DIST., SEE CHART SHT. 1 1x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 EDGE DIST., SEE CHART SHT. 1 • • •• • ED E DISI•, • . • 4ET..• •• • • SEE CF1414 4ETAIL•E, 2-1R/ICK 'FRAME JAMB SHT. 1 WOOD INSTALLATION 2 -TRACK, ASTRAGAL / INTERLOCK 7 ANCHOR CLUSTER - C7 —►{ 2-1/16" EXT. 1/4" MAX. SHIM 3.50" 206" 4.051" MIN. DIAG. O.C. TYPICAL JAMB ANCHOR PAIR FOR DETAILS "D" & "E", SEE ELEVATION FOR O.C. SPACING, SHEET 5 EMBED., SEE CHART, SHT. 1 ONCRETE ONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL F, 2 -TRACK FRAME HEAD CONCRETE INSTALLATION 1/4" MAX. (SEE ANCHOR NOTE 5, SHT. 1) , jbairjgia EXT. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 a ••• • • • • 2 1/16"' GROUT AS REQ. CONCRETE CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL G, 2 -TRACK FRAME SILL CONCRETE INSTALLATION EMBED., SEE CHART, SHT. 1 EDGE DIST. SEE CHART SHT. 1 Road fa SMC Dar 02/23/109 R.r.a,r PER MIAMI DADE CO• M5NTS • • • • • • • Road es J.J. 10/12/11 NO CHANGE THIS SHEET : • • • • • • • • • • •10707re.HNOIQOYQRNE NPKOMIS, g. 346 •d0 BOx 1229 NOKOMIS. FL 34274 arra d Br. JR Dela 09/20/13 RswlRr TEM, DIM REFERENL'EAOINT? ••• • Bremen Br SMC Dela 08/05/09 Modal ar 11M dew ANCHORAGE, EXAMPLE CLUSTERS 1 SERIES 770 H.P. ALUMINUM SGD - LMI lababda 800770 H.P. foga NTS 6 .o10 •.,a ta. PGT0004 R.. D PKODUCT MIIVl E0 n eoerplyh,g with fl:e Florid. Butting Cod. Actiyinnm No / o •(i7 E,PirdBBn nos 2c7/$� Sy 74., /• Ct^p 1.7_1,— MYai D.6e VreEwl F' iM# ``ilU 1111111// s'. LYNN Af// `•��,�/ ,2" \-••• cENSE• .4..62,P Q •: * • No.58705 - 0 13 [1`i W, ST TE F •FtOR10P'' 0 I11��� A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PANEL LETTER K SINGLE �J INTERLOCK LOCKSTILE A SINGLE INTERLOCK LOCKSTILE D LOCKSTILE LCjil SINGLE INTERLOCK M LOCKSTILE La SINGLE INTERLOCK L SINGLE INTERLOCK .!s l ■ ASTRAGAL OUT LR ASTRAGAL OUT f ■ rED SINGLE INTERLOCK 1N ASTRAGAL si,* IN SINGLE INTERLOCK C (BOX NO SINGLE INTERLOCK ASTRAGAL IN P SINGLE tun FIXED INTERLOCK CCE LOCKSTILE R FIXED LOCKSTILE SINGLE INTERLOCK T (BOXOOY) ASTRAGAL Fre, ICE FIXED OUT LOCKSTILE T (BOX IN) ASTRAGALFIXED IN LOCKSTILE S (BOXouT) FIXED=1.3 ASTRAGAL LOCKSTILE OUT S FIXEDASTRAGAL LOCKSTILE �A IN NOTE: REINFORCEMENT (ITEM #66) REQUIRED AT ALL INTERLOCKS. INTERIOR (ALL PANEL TYPES) 0. EXTERIOR D.L.O. WIDTH = NOM. PANEL WIDTH - 7" D.L.O. HEIGHT = DOOR UNIT HEIGHT -10.125' PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" JAMB DETAIL 'K' OR 'L', SHT. 8 & ANCHOR DETAILS 'D' & 'E', SHT. 6 ASTRAGAL DETAIL 'M', SHT. 8 INTERLOCK DETAIL 'J', SHT. 8 EXTERIOR HEADER DETAIL 'I', SHT. 8 & ANCHOR DETAILS 'A', 'B' &'F', SHT. 6 191 12" MAX. UNIT WIDTH ' 41" MAX. NOMINAL PANEL D.L.O. WIDTH r I WIDTH PANEL TYPE REINF. IIIn II PANEL TYPE / SEE NOTE hh 3 lh PANEL TYPE REINF. PANEL TYPE 97 MAX. D.L.O. TYP. 101 7/8" MA DO T. TY SEE FRAME & ! PANEL CORNER CONSTRUCTION DETAILS BELOW OXXO (2 TRACK) R T SILL DETAIL 'H', SHT. 8 & ANCHOR DETAILS 'C' & 'G', SHT. 6 SILICONE BY OTHERS #8X1" PH SMS 4 44 "IIi. #10 X 1.50" 11111111" PH SMS PANEL CORNER FRAME CORNER • • • • • • • • • • VINES: DETAIL • • • • • • • 1. SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL • j'ANEL WIDTH = 48". SEE SHT. 8 FOR SECTION DETAILS AND SHTS. 4-6 FOR • • • • • • • • • • • • ANCHORAGE DETAILS. 2. MAX. DLO WIDTH = 41'; MAX. DLO HEIGHT = 97 7/8", MAX PANEL HEIGHT = 106 1/8". 3. (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. ••• • • • DETAIL ander SMC ander J.J. NOTE: 1. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS EQUALS 48" MItepucr lavaatn me tioninwME as flo.1d& Delft Code A..q•••se 1.13-/o .c iv Zs Da% 3<<//a�zs�y�f�r�' maw /i/e•r'he!•elawr•1 on 02/23/10 ander JR 0.0e 10/12111 Doke 09/20/13 aww. PER MIAMI DADE CAMEEITS • • • • • • • awm NO CHANGE THIS SHEA-• • • • • • D REMOVED H&S BRAC1f7• • ••• • Dorm By: SMC 0S/05/D9 pnWdey 844 DPW • • • • • • • j0)0 TESHNOL•OYS%VE NIKON•!& 1 3(3!6 °AUX 15% NOKOMIs, FL 34274 PANEL TYPES / EXAMPLE ELEVATIONS r•• SERIES 770 H.P. ALUMINUM SGD - LMI Sr. 800770 .P. NTS su7 a 10 D�.ro PGT0004 Bre D ..., ••.•' NSE .•.-k - * ; NISIP.05T.LI:N;;P:\ .p .. T _`".SS�" A.'LNHNMILLETi� P.E. P.E.# 68705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • 0 • • • • •• •• • • • •• •• ••• • • • ••• • • ALL REINFORCED INTERLOCK DETAIL 'J' DETAIL SCREEN AT HEAD (2 -TRACK SHOWN) SILL RISERS OPTIONS (SEE D.P. LIMIT TABLE 1A, SHEET 4 SEE SHEET 6 FOR FOR INSTALLATION DETAILS) EXT. FLUSH BOX SILL RISER (NOT VALID FOR WATER INFILTRATION RESISTANCE) EXT. 1.56T FLUSH FLAT SILL RISER (NOT VALID FOR WATER INFILTRATION RESISTANCE) PART ILLUSTRATIONS (SEE SHEET 6 FOR FOR INSTALLATION DETAILS) FULL LENGTH OF JAMB 88X1.114' SMS, X 2 6",@ MIDSPAN #10X3/4' SMS, X 3 6", @ MIDSPAN FULL LENGTH OF JAMB DETAIL' L' STANDARD CLIP OPTIONAL CLIP W/ RETAINER #106 W/ RETAINER #123 DETAIL lc (FIXED PANEL) EXT. DETAIL '0' SCREEN AT SILL (2 -TRACK SHOWN) LOW BOX SILL RISER (2-1/2") EXT. •2•5.2.5" • • • • •• • • • • • • LOW FL I%ILL term • • (2-1/2") Rawl Br SMC Rend Of J.J. Par 02/23/10 BR. 10/12/11 S Rot/arm • •t• PER MIAMI DADE C4 CM! NTS • NO CHANGE THIS SHEtt • • EXT. EXTERIOR INTERIOR ,4>, (ALL VERT. SECTIONS) MEDIUM BOX SILL RISER (3-1/4") EXT. • • • • • EXT. DETAIL 'P' SCREEN AT JAMB (2 -TRACK SHOWN) HIGH BOX SILL RISER (4") EXT. 4.055' • • • • • MSDIUP'FLAT SILL RISER HIGH FLAT SILL RISER (3-1/4") • r (4") • INTERIOR (ALL HORIZ. SECTIONS) • EXTERIOR O l EXT. N MAX 108' 97 7/8' DOOR UNIT MAX. DETAIL 'I' HEIGHT DLO TYP. DETAIL 'H' ASTRAGAL DETAIL 'M' • • • • Rmdey. JR On"m ey. SMC 016 09/20/13 '44/0&09 Roister= D OBe"ae0 ADDED/EDITED JAVHIRACKEt ••• • BMS •• • • •• 107tu HNL4O RNE 76 NOKOMRI, FL 34274 VERTICAL & HORIZONTAL SECTION DETAILS SERIES 770 H.P. ALUMINUM SGD - LMI e.rtbrd SGD770 H.P. NTS 8 r 10 PGT0004 D rKUILCI. uvula �w •W IM PIN* evirmiCale ANmpla•w 7 N.-1f;-1r^n9 r \\,� ON.(`IYNN/M///0,/ (�c i :���;'��GENSg '•'P * Na. 58705 o `.. � 2 11 : W = ST TE 'F _'/` ''/;ss/ONA\ A. LYNNIAIILU4 . P.E. P.E.# 58705 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Item DWgT# PGT# Description 1 17306 617306 2 -TRACK HEAD 2 17303 817303 2 -TRACK HEAD WITH SCREEN RAIL 5 17314 617314 FRAME SCREW COVER 8 17317 817317 FRAME HEAD/JAMB ADD-ON 7 17304 617304 2 -TRACK SILL 8 17301 617301 2 -TRACK SILL WITH SCREEN RAIL 11 17313 617313 FRAME SILL TRACK INSERT 14 17305 617305 2 -TRACK JAMB 15 17302 617302 2 -TRACK JAMB WITH SCREEN RAIL 18 17322 617322 SILL RISER 19 17319 617319 SILL RISER - HOLLOW 20 17321 617321 SILL RISER - LOW FLAT 21 17318 617318 SILL RISER - LOW HOLLOW 22 17355 617355 SILL RISER - MED FLAT 23 17354 817354 SILL RISER - MED HOLLOW 24 17320 617320 SILL RISER - HIGH HOLLOW 25 17323 817323 SILL RISER - HIOH FLAT ITEMS 40-53 ARE SCREEN PARTS: 40 4319 812258 SCREEN SIDE RAIL - LOCKSTILE 41 78186X 7LOCKWGSK SCREEN LOCKSET 42 7SDKEEP 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 812256 SCREEN TOP RAL 46 4318 612257 SCREEN BOTTOM RAL 47 868 7SRAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER - ST. STL. 49 4344 64344 SCREEN ASTRAGAL 50 17349 817349 OXO SCREEN ASTRAGAL ADAPTER 51 1692 61692 SCREEN SPLINE - .165" 52 1894 81694 SCREEN SPLINE - .150" 53 710XPPT 61818C20 SCREEN CLOTH 54 1725 #14-20 X1' S.S. 1/2" X4" X1/16" SETTING BLOCK 55 1726 #14-20 X 1.1/2 S.S. 1" X 4" X 1/16" SETTING BLOCK 56 817352 FIXED PANEL RETAINER, 7/8" QUANEX/TRUSEAL DURASEAL SPACER (COMPOSITE SEALANT/DESSICANT) 61 17328 817326 PANEL STILE (HEAVY DUTY) 82 17327 817327 INTERLOCK ADAPTOR 63 1225 6TP246 VINYL BULB WSTP. - THIN (INSIDE INTERLOCK) 84 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 817328 INTERLOCK SCREW COVER 68 17346 617346 INTERLOCK ALUAt•IIEINS.ZI1/LNI2_ - • . . • • I •• Item DwgT# PGT # Description 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 817324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71695 1-1/2" X 1" X 314" HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL. ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW -899, DOW -995 OR GE -7700 75 8185 78185X GEMINI MORTICE 3 -PLY DUAL LOCK W/LONG TRIM PLATE 76 71032XIFPFX #10.32 X 1" FL. S.S. SCREW W/ TYPE "F" TIP 77 7103239 10-32 STEEL 21NC U -NUT 79 17330 617357 1" IG BEAD 80 17359 617359 7/18" BEAD / FIXED PANEL CUP 81 17360 617360 9/16" BEAD 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 81745 1745 LOWE INC, 1/2" X 1/16" SGL. SIDE ADH. TAPE, POLYETH. 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1696 71698 DUST PLUG 103 8188 78186X 1' KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL CLIP - 6" LONG 106 17345 617345 EXTERIOR FIXED PANEL RETAINER - 9/18' 107 1739 71739 HANDLE KIT -INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT - RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE KIT - RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT - RECESSED EXTERIOR PULL 111 710X34PPSDAX #10 X 3/4" PH. PN. TEK - S.S. 112 1235 87S16 WSTP,.270"X.170"-FIN SEAL 113 1712 64068 .187" X.230" FINSEAL 114 710X115PPX #10 X 1-1/2" 115 710XPPT #10 X 1' 116 720X1X #14-20 X1' S.S. 117 720X112X #14-20 X 1.1/2 S.S. 123 17352 817352 FIXED PANEL RETAINER, 7/8" NOTES: • • • 1) ALL ALUMINUM = 6083-T8 • • • • • • • • • • • • • 2) ITEMS # 3, 4, 9-10, 12, 13, 16, 17, 26-39, 5730S, 67,190,164-9946P118-122 ARE t'OT)SED AND ARE NOT PART OF THIS APPROVAL. Rend 6r SMC bow 02/23/10 Rwbbw Rend BI- J.J. Dob: 10/12/11 R•bbnK Revd er JR 09/20/13 R"dYmw • ••- PER MIAMI DADE CO:MATS • • • • MODUCr kit VIJED ••••p /i,g "05 He #IMIIy Cade AI!![Aoe Nl —f 1 .G7 MlNn1k# D.i. �54 `I/'Ll4w i WinbtaMdef-e-r-,611•1111,1 gal • • • • • • NO CHANGE THIS SHED • • • • • • = • TEXT/PART NUMBER'S. • • ••• • • • • • 11070HNOIGGYORNE AQ0M19, g.34p6 •ikO Box Ib'49 NOKOM18, FL 94274 Droner SMC 08/05/09 Cheobld By RJ4 DMB PARTS LIST 1111. SERIES 770 H.P. ALUMINUM SGD — LMI .M.eftlM 9E0770 H.P. NTS 9 M 10 7,0.4014 PGT0004 vYNN.itik4 ceNs• do : No. 58705 :a= 1SI'1 w= STA E OF - (OR10!*:•' G�� ''1S.S/ONA� ,‘<s\' A. L{ kiMLLEfi, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • 6 • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• • • INTERLOCK SCREW COVER FRAME SCREW COVER (85) MAT'L: 6083-T8 (5) MAT L: 6063-T6 4.125" --n 1.050" I-+- 0.062" 0.611" FIXED PANEL CLIP/ GLAZING BEAD (7/16") (80) MAT'L: 6063-T6 6.198" 1.304" -25 3.25" TOP/BOTTOM BOTTOM RAIL (89) MAIL: 6083-T6 4" 1.050" {a- -�j 1.050" I I I I 0.082" 0 534" GLAZING BEAD (9/16") (81) MAT'L: 6083-76 0 081" - 2 -TRACK HEAD W/ SCREEN TRACK (2) MAT'L: 6063 T6 3.979" 1.6" 1.211" 0.232" 1.467" 1 0.062" -+F+- 1.645" FLUSH FLAT SILL RISER (18) MAT'L: 6063-T6 0.290" p - 0.757" 0.045" J 0.050" GLAZING BEAD (1" I.G.) FIXED PANEL CLIP T (79) MAT'L: 6063-T6 (105) MAIL: 6063-T6 1.003" 0.080" 4.49" 0.062" 1.162" 1.505" 1.888" 3.125" HEAVY DUTY STILE (61) MATL: 8063-T6 5.069" 0.062" 081" 2 -TRACK HEAD (1 MAT'L: 6063-T6 0.750" 4.055" 0.062" - HIGH BOX SILL R SER 124) MATL 6063-T6 Rend RA SMC Dew 0223/10 Rend BA J.J. RwadRA JR oad 10/12/11 Redaar 0.281" HEAVY DUTY ASTRAGAL (68) MAT'L: 6063-T8 1.211.'0.080" 1 1 1.654" 0.062" 1.254" 0.250" REINFORCEMENT (66) MAT'L: 6063-T6 0.750" (ANEL LENGTH - 9") 0.062" 3 V • • • •1 • • • •• • • • • ••• MEDIUM BOX SILL RISER (23) MAT'L: 60x3 -T6• • • 0.750" 1.82" f1 1.019" 2 -TRACK SILL (7) MAT'L: 6063-T6 6.221" 1.739" INTERLOCK ADAPTER (62) MAT'L: 6063-T6 6.198" 2 -TRACK JAMB W/ 1.505" 2 -TRACK JAMB SCREEN TRACK (14)MAT'L: 6063-T6 (15) MAT'L: 6063-T6 SCREEN ST -II -..;f (40) MAT'L: 6063-T6 � (� 1.045" 0.080" I SILL TRACK (11) MAT'L: 6063-T6 0.062" 0.080" 2 -TRACK SILL W/ SCREEN TRACK (8) MAT'L: 6063-T6 0.83" 0.752" 1 993" 0.875" SCREEN TOP RAIL (45) MAT'L: 6063-T8 1.993" Lam 0.062" SCREEN BTM. RAIL (46) MAT'L: 6063 T6 0.232" 0.906" 2.455" • • •• • • • • U •5 i•i DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "CA -740F Fixed Casement" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details — LM", sheets 1 through 11 of 11, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamtdade.Rov/economy .... RENEWAL of this NOA shall be considered after a renewal application has befit Nat and them has been no change in the applicable building code negatively affecting the performance of this prlduct.. • . TERMINATION of this NOA will occur after the expiration date or if there has•liesche revision pr change in the materials, use, and/or manufacture of the product or process. Misuse of this•NOA as an eadersemetdt of any product, for sales, advertising or any other purposes shall automatically terminate this 7404..Failutie.• • to comply with any section of this NOA shall be cause for termination and removat 15r • • • ; ADVERTISEMENT: The NOA number preceded by the words Miami -Dick Xgunty, Nina, arid.• • • followed by the expiration date may be displayed in advertising literature. If airy poaion 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 bythe lnanuttbti t't or its distributors and shall be available for inspection at the job site at the request of the Building Official. • This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • .• MANMADE COUNTY APPROVED NOA No. 12-1218.11 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page 1 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details — LM", sheets 1 through 11 of 11, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Au 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 along with marked -up drawings and installation diagram of a series CA740F aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7063, dated 09/17/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/1 J, expiring ea: 011/16g 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont D►eIQefnours & Co., Inc. • • for their "DuPont SentryGlas® Interlayer" dated 08/25/11, exiting on Z}1./14 17. • T. STATEMENTS •••••• .•••• . 1. Statement letter of conformance, complying with FBC-201Q, D ;cetnber 101:•••••• • 2012, issued by manufacturer, signed and sealed by Anthony I.,yhm.Millet: P.Y.; 2. Statement letter of no financial interest, dated Decembr 10,4 2012, issued by . manufacturer, signed and sealed by Anthony Lynn Miller, P.E • 3. Proposal No. 12-1499 issued by Product Control, dated Jxly. • 1, 201%, signed bac.... Manuel Perez, P.E. • G. OTHER 1. None. E-1 . . . Manuel PeryP. . Product Control 1amii r NOA No. 12-1. .11 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT FIXED CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UMTS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBIUTY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE 8Y OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED 014 STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM 51300. B. POSITIVE DESIGN LOADS BASED 014 WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR • • CORROSION RESISTANCE. • • 9) REFERENCES: TEST REPORTS FTL-7063, 3579, 3580, 3724;• ELCO ULTRACON NOA: ELCO CRETEFLEX NDA; ANSVAF&PP MISS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. DESIGN PRESSURE RATING IMPACT RATING VARIES. SEE SHEETS 6-10 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 4' MAX. —•- 60' WIDTH 53" VISIBLE LIGHT WIDTH (DLO) B, SEE SHEET 2 A 89' VISIBLE LIGHT HEIGHT (DLO) 23" O.C. MAX. IF HEAD OR SILL IS 60" OR LESS. 1I i- L 4' MAX. 19" O.C. MAX. IF JAMB IS OVER 60'. i1 A, SEE SHEET2 23' O.C. MAX. IF JAMB IS 60' OR LESS. 81 1 76' HEIGHT 19' O.C. MAX. IF HEAD OR SILL IS OVER 60". TYP. ELEVATION OF FIXED CASEMENT WINDOW TABLE 1: Glass Types Street # 1 5/16" Lami (1/8 An - .090" PVB -1/8 An) 6 2 7/18" Land (3/16 An - .090" SGP - 3/18 An) 8 3 7/16" Lam! (3/18 HS - .090" SGP - 3/16 HS) 9 4 7/8" Lami. IG (1/8" An - 7/16" Air - 1/8" An - .090' PVB - 1/8" An 10 5 7/8" Lami. IG (1/8" T - 7/16" Alr - 1/8" An - .090' PVB - 1/8" An 7 6 7/8' Lami. IG (3/18" An - 1/4" Air - 3/16" An - .090" SGP - 3/16' An 8 7 7/8" Lami. 13 (3/16" An - 1/4' Alr - 3/16" HS - .090" SGP - 3/16' HS 9 8 7/8" Lami. IG (3/16" T - 1/4' Air - 3/16" An - .090" SGP - 3/16" An 8 9 7/8" Lam!. 13 (3/18" T -1 /4" Air - 3/16" HS - .090" SGP - 3/16" HS 9 ••• • • • • • •• • •s ••• • ••• • • • • • •• • • • •• ••• • • GgNEIALDOTtSy.•.: • •1 ELEWATION.• ♦....•.....•.•....1 GLAZING DETAILS 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 AN OR SP CIFICATIONi ASI R Q TITIES..• • •. 4-1,}�, DjSIGN PiIESJ.IRES...• • 8-W ASSIEMBLo DETAIt8/BOAb • 110 • ••• • • • • ••• • L 11111111/r 5/1rSTA GLASS S STACK G 1/8' ANNEALED GLASS EXTERIOR a .090' DUPONT BUTACITE PVB 1/21' ANNEALED GLASS 11/18" GLASS BITE GLASS TYPE 1 718' NOM. GLASS STACK 7/18'AIRSPA 118' ANNEALED OR TEMPERED GLASS EXTERIOR 5/18' LAMINATED GLASS STACK 197' ANNEALED GLASS 1/4'AIRSPACE 3/18' ANNEALED GLASS 7/11C LAMINATED GLASS GLASS STACK 3118' ANNEALED OR HEAT -STRENGTHENED GLASS EXTERIOR a .090' DUPONT Sea 3/18' ANNEALED OR HEAT -STRENGTHENED GLASS 11/16' GLASS BITE GLASS TYPES 2 & 3 7/8' NOM. GLASS STACK .090' DUPONT BUTACITE PVB 1/8' ANNEALED GLASS 11/16' GLASS BITE GLASS TYPES 4 & 5 7/8' NOM. GLASS STACK 1/P AIRSPACE 3118' TEMPERED GLASS EXTERIOR a EXTERIOR a 7/18' LAMINATED GLASS STACK 3/18' ANNEALED OR HEAT -STRENGTHENED GLASS .090' DUPONT SGP 318' ANNEALED OR HEATSTRENOTHENED GLASS 11/16" GLASS BITE GLASS TYPES 6 & 7 7/18' LAMINATED GLASS STACK 3/18' ANNEALED OR HEAT -STRENGTHENED GLASS .090• DUPONT SOP 3/18' ANNEALED OR HEAT -STRENGTHENED GLASS 11/16" GLASS BITE GLASS TYPES 8 & 9 \\\\‘�\A{ LYNN 41//'/��,,: .'�,.,.• vLGENSF '•.F'P R, Ix * : No. 58705 _ r. 6 �7 3 !� �; :�Q'. SAT OF : ' �s i T C9R7S .,' 9 //��SO s\ S�1, NAS �� ��\ A. LYNN MILLER. P.E. P.E.B 58705 Revised By: Dote: Revision: Revised By: Dote: Revision: Approved at compl)i0geilhlhe Date 6:0AM ;(U MJaoil ode ProdIst lull UYT.' J(,.... 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 GENERAL NOTES & ELEVATION J ROSOWSKI T,1le FIXED CASEMENT WINDOW DETAILS - LM Dote: 08/08/12 CERT. OF AUTH. (129296 Series/Model: CA -740 Scale: NTS Sheet: 1 OF 11 MD-CA740F-LM Rev: ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. EDGE DISTANCE AS REQUIRED PER TABLE 3, SHEET4 WINDOW HEIGHT EXTERIOR TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. EDGE DISTANCE EMBEDMENT INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3. SHEET 4. VISIBLE LIGHT HEIGHT (DLO) INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. BUCK HEIGHT NOTES: CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE DISTANCE EMBEDMENT 1/4' MAX SHIM BUCK WIDTH AS REQUIRED PER TABLE 3, SHEET 4 70 OPTIONAL ADDON FLANGE dj HEAD, SILL & JAMBS 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. SEE DETAIL Al, BELOW 2) ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112' THICK OR GREATER. 1X ANO 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 117'. • ••• • I• 1tWOOD • •• • •• -ly! :8U S IP; F,2. • •_ ;SE NO , •• •THIP S €T• • • • • • 1 41 MAX%HILT • • .CONCRETE • • • ,, • . ; • EMBEDMEtLT • PER ANCHOR • _v • • • .• ..• • 1 •• •• •• • REQUIREMENT • • •••' • -• • • • • •• •'•♦ • • •- —• • • • • • VERTIGOL•SEETION8•B ••• ••• ••• O® CID INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. #12 STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. OADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR 1 A STEEL STUD. VISIBLE LIGHT WIDTH (DLO) O EXTERIORWINDOW WIDTH ( HORIZONTAL SECTION A—A L 10' }MAX. T I "- 10' MAX. r --- - SEE DETAIL A2 BELOW DETAIL Al a1111111111/vy \SON( LYNN M/zed/i Qtr•.• GEN . SF '•'P * * No. 58705 O STA E i .c��•., .FCORIO• P'. •.•& ..96. ONAL 04 '•Ilttllrrr, A. LYNN MILLER, P.E. P.E.# 58705 NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anch re Required on each SWe el the Frame Assembly Tube (FAT) F LL Window Width Anchor Type A B, C & D 17'-22.0' 0 0 S• 23'•25.0' 0 1 28'+ 1 1 1. Window Anchor Type n<•Heght A B, C & O • i17'•22.0' 0 0 1 23'-25.0' 0 1 g 28'+ 1 1 VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 —J Revised By: Dote: Revision: Revised By: Dote: Revision: 4pproved as complying with the PTorlda noldl g Code Date PJOA# Mgcal Dade Product Cogiml 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: Drown By: GENERAL NOTES & ELEVATION J ROSOWSKI Title: 001,. FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 CERT. OF AUTH. #29296 Seres/Model: Scale: Shoot: Drawing No. Rev: CA -740 NTS 2 OF 11 MD—CA740F—LM • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • FIXED CASEMENT (0) F WINDOW HEIGHT L WINDOW WIDTH 740 SERIES FIXED EXTERIOR CASEMENT WINDOW FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 6.10, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS' 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLES LABELED 'IWNDOWANCHORS REQUIRED' (TABLES 2A & 28, SHEETS 4 & 5), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD. SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. FIXED CASEMENT / CASEMENT (OX) FIGURE 1: 740 �40 SERIES FRAME SERIES FIXED ASSEMBLY SERIES CASEMENT TUBE WINDOW WINDOW 1 1 \ 740 SERIES FIXED CASEMENT WINDOW 10', SEE NOTE 7, THIS SHEET AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 2: 740 SERIES AWNING WINDOW FRAME _moi ASSEMBLY TUBE 740 SERIES -CASEMENT --I.-- WINDOW' ~► E FRAME ASSEMBLY ►E TUBE 'SEE PRODUCTS NOA FOR INSTALLATION SPECS MIN. #12 X r SMS THROUGH ' INSTALLATION HOLES 111 EXTERIOR FRAME ASSEMBLY TUBE HORIZONTAL SECTION CC MIN.# 12X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES CASEMENT WINDOW EXTERIOR a 740 SERIES FIXED CASEMENT WINDOW fie. 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW N 740 SERIES CASEMENT WINDOW' EXTERIOR FRAME ASSEMBLY TUBE MIN. # 12 X 1' SMS THROUGH INSTALLATION 6) THE FRAME ASSEMBLY TUBE IS HOLES NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO 8E SEALED BY INSTALLER. Approved al complying with the FIerIJa oldlnRCgJF� Date /l/1 `dt NOM MIFm1 Dade Fradu i,Ceylrol Dy FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 -SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY 8E ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE. SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62' IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR 8E USED IN TEE OR CROSS CONFIGURATIONS. 740 SERIES FIXED CASEMENT WINDOW FOR EACH WINDOW IN i f#OM619 AVEM LY: • }}• .• '-: • • VERTICAL SECTION D -D VERTICAL SECTION E -E 1) DETERMINE EACH INDIVIDUAL WINDOW JYPFj SITE A4D 1 A$� • MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. • •• • • • • ••• • 2) FROM SHEETS 6-10. Fill) THE S IEEE FOR YOUR SLAPS PIPE. • •• ••• •• • • • •• 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'WINDOWANCHORS REQUIRED' (TABLES 2A & 2B, SHEETS 4 & 5). THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TmLElABELOD WINO VAMCHDRSIREQUIRID' STAIIIESeA & 28, SHEETS 4 & 5), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUFANINDOW. • • • • • • • 5) INSTALL ASP TLE INS:FZIICTION SHWNs2-3. NO THATADDINONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2). AND TTLT LAIN. # 12 X 1' AN IibTOS ARE TO BE U 6 fliROUtH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS 014 THIS SHEET). 7) FOR ALL COMBINATION UNITS. ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) F LL t7' /IIc\ 4 740 �40 SERIES FRAME SERIES FIXED ASSEMBLY SERIES CASEMENT TUBE WINDOW WINDOW 1 1 \ 740 SERIES FIXED CASEMENT WINDOW 10', SEE NOTE 7, THIS SHEET AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 2: 740 SERIES AWNING WINDOW FRAME _moi ASSEMBLY TUBE 740 SERIES -CASEMENT --I.-- WINDOW' ~► E FRAME ASSEMBLY ►E TUBE 'SEE PRODUCTS NOA FOR INSTALLATION SPECS MIN. #12 X r SMS THROUGH ' INSTALLATION HOLES 111 EXTERIOR FRAME ASSEMBLY TUBE HORIZONTAL SECTION CC MIN.# 12X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES CASEMENT WINDOW EXTERIOR a 740 SERIES FIXED CASEMENT WINDOW fie. 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW N 740 SERIES CASEMENT WINDOW' EXTERIOR FRAME ASSEMBLY TUBE MIN. # 12 X 1' SMS THROUGH INSTALLATION 6) THE FRAME ASSEMBLY TUBE IS HOLES NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO 8E SEALED BY INSTALLER. Approved al complying with the FIerIJa oldlnRCgJF� Date /l/1 `dt NOM MIFm1 Dade Fradu i,Ceylrol Dy FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 -SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY 8E ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE. SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62' IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR 8E USED IN TEE OR CROSS CONFIGURATIONS. 740 SERIES FIXED CASEMENT WINDOW FOR EACH WINDOW IN i f#OM619 AVEM LY: • }}• .• '-: • • VERTICAL SECTION D -D VERTICAL SECTION E -E 1) DETERMINE EACH INDIVIDUAL WINDOW JYPFj SITE A4D 1 A$� • MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. • •• • • • • ••• • 2) FROM SHEETS 6-10. Fill) THE S IEEE FOR YOUR SLAPS PIPE. • •• ••• •• • • • •• 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'WINDOWANCHORS REQUIRED' (TABLES 2A & 2B, SHEETS 4 & 5). THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TmLElABELOD WINO VAMCHDRSIREQUIRID' STAIIIESeA & 28, SHEETS 4 & 5), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUFANINDOW. • • • • • • • 5) INSTALL ASP TLE INS:FZIICTION SHWNs2-3. NO THATADDINONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2). AND TTLT LAIN. # 12 X 1' AN IibTOS ARE TO BE U 6 fliROUtH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS 014 THIS SHEET). 7) FOR ALL COMBINATION UNITS. ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) F LL t7' Window Wdth Anchor ryl» A B. C & 0 t•229' 0 0 23' - 25.6' 0 1 26'. 1 1 Ho tzontal FAT Window HaIBN AnchorType A 1 8, C & D 17'-22.9' 0 0 23' - 25.9' 0 it 1 28'1 1 1 a 0 N_ co O CO o O U) Az O 8Q NU `1111111111II .S"0•( 4/411',/, `��,.• �1C,ENSE •...CP * No. 58705 ; G 1_3Luz STATE OF .'•��� '"A, SIONA� W,�" A. LYNN MILLER. P.E. P.E.O 56705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2A: Window Anchors Required (37" and Less on Short Side Dimension) Anchor Type..,....under Shod Side 23" 25-1516" 27 314 29" 31-112" 33-1/2" 34" 37" A B C D A B C D A 8 C D A B C D A BCD • lid A653 Stud, Or. 33 ABCD 5/8" •035", 20..E 'Fi• A BC S. Pine 0 A BCD • Nes I 6083-15 Alum. e 6/ IN 0 under 23' Long Side 2 2 2 2 2 2 2 2 2 2 2 -2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 25-1516" Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 35" Long SIN 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 37" Long Side 3 3 3 3 3 3 3 3 3 4 3 3 3 4 3 3 3 / 3 3 3 4 3 3 3 4 3 3 3 4 3 3 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 01" Long Side 3 4 3 3 3 4 3 3 4 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 44114., Long Side 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 6 3 3 4 8 3 3 5 6 3 3 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 53-1/8" Long Side 4 5 3 3 4 5 3 3 5 6 3 3 5 6 3 3 5 6 4 3 5 6 4 3 5 6 4 3 5 7 4 3 Short Side 2 7 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 58" Long Side 4 6 4 4 5 6 4 4 5 6 4 4 5 8 4 4 5 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 83" Long Side 5 6 4 4 5 7 4 4 8 7 4 4 6 7 4 4 6 8 4 4 6 8 4 4 6 8 5 4 7 8 5 4 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 88-13'16" Long Side 5 7 5 5 6 7 5 5 8 7 5 5 8 8 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 67-1(2' Long Side 5 7 5 5 6 7 5 5 6 8 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 66'Long Side 5 7 5 5 6 7 5 5 8 8 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 Short Side i 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 76' Long Side 6 7 5 5 6 8 5 5 8 8 5 5 8 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8 10 5 5 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 72' Long Side 8 7 5 5 8 8 5 5 7 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8 10 6 5 Shad Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 74" Long Side 8 7 5 5 6 8 5 5 7 8 6 5 7 9 5 5 7 9 5 5 8 10 5 5 8 10 5 5 8 10 6 5 Shod Side 2 7 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 76, Long Side 6 8 5 5 7 8 5 5 7 9 5 5 7_ 9 5 5 8 9 5 5 8 10 6 5 8 10 6 5 8 11 8 5 Short Side2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 84„ Long Side 7 8 5 5 7 9 5 5 8 10 5 5 8 10 6 5 8 11 6 5 9 11 6 6 9 11 6 6 10 12 7 6 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 114' Long Side 9 12 7 7 10 13 7 7 11 14 8 7 11 14 8 7 12 15 8 8 13 16 9 8 13 16 9 8 14 17 10 9 Shod Side , 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 134' Long Side 11 14 8 8 12 15 9 8 13 16 9 8 13 17 9 9 14 18 10 9 15 19 11 10 15 19 11 10 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 145" Long Side 12 15 9 9 13 17 9 9 14 18 10 9 15 18 10 9 16 20 11 10 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 TABLE 3: Group Anchor Substrate Mln. Edge Distance MM. O.C. Distance Min. Embedment Anchor Plate Required? A 1/4" steel U6racon Hollow Block 1" 6" 1-1/4" No 614, steel SMS (05) or 614, 410 SS SMS S. Pine 5/8" 1' 1-318" No 6063-15 Alum. 3/8" 518" • • 0.615# • • NO A36 Steel 3/8" 516: 0A0 • • lid A653 Stud, Or. 33 3/8" 5/8" •035", 20..E 'Fi• B #12, steel SMS (05) or #12, 410 SS SMS S. Pine 5/8" 1" • 1-316 • • Nes I 6083-15 Alum. 3/8" 518'• a .0901 • •b A38 Steel 3/8" 5/8" .050" No A653 Stud, Or. 33 3/8' 518" .035", 20 Ge. No C 1/4' steel Ultracon 2.85k Concrete 2-1/2' 4' 1318" No 2.85k Concrete 1" 411 • •-714" No Hollow Block 2-1/2" 05" • 41.114" • t40 1 612, steel SMS (05) or #12, 410 SS SMS S. Pine 5/8' • 13(5" • Yes t 6063-15 Alum. 3/8" Al•" ' :/j6" • • fes 1 A36 Steel 3/8' "Are .050' • iig A653 Stud, Gr. 33 3/8" 5/8" .045", 18 Ga. Yes • • • • • • • •• • • • • • • • TABLE 3: (oont.) Approved as complying with the Fiorlda gelding od Dale NDA# MealDadsProduel Al• 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. 3) THE WINDOWS SHORT AND LONG SIDE MAY BE INVERTED. 4) SEE NEXT SHEET FOR ADDITIONAL INFORMATION. Group Anchor Substrate Min. Edge Oislence Min. O.C. Distance Min. Embedment Anchor Plate Required? • • • • • • • • D• • • • • 1414, steel SMS (05) b•#14, 410 SS SMS S. Pine 58" r 1.3/8" Yes 6063-T5 Alum. 3/8" 5/8' 1/16" Yes A38 Steel 318" 58" .050' Yes A653 Stud, Gr. 33 3/8" 5/8" .045", 18 Ga. Yes • 04" Ultracon 2.85k Concrete 1" 4" 1-3/4" Yes 2.85k Concrete 2-1/2" 4' 1-3/8" Yes steel • Hollow Block 2.1/2' 5" 1.1/4' Yes Filled Block 2.112' 4' 1-3/4" Yes 114' 410 SS CreteFlex 3.35k Concrete 1' 6" 1-3/4" No Hollow Block 2.1/2' 5" 1-1/4' No • 8018"steel Ultracon • • 3.5k Concrete 1-1/4" 5" 13/4" No Hollow Block 3-1/8" 5 1-1/4" No Filled Block 2.1/2' 5" 1-3/4' No 1S ANCH,�ty� I ST%TEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. • 2) ANCHORS MAY BEHEXHEAD, PANHEAD OR FLATHEAD. SAMPLE CONFIGURATIONS: x x x 0 1 x x O 0 x O X X X X O x 1) OPERABLE (X) WINDOWS MAY 0E CASEMENT WINDOWS OR AWNING WINDOWS OF THE SAME SERIES. • n a t)NO,N raj "� 0) „1 0 -' o x. z - o V l [,-3-v20a:-(3- O >ax ` oz z `111111 ii,„,7 \\`.O.N•v LYNN A1•'/(•7/i,. 'ci-.- �10ENSe .-. _" •No.M8A7O5 ��.` ;F. '<( i' 0\ A. LYNN MILLER, P.E. P.E.a88705 CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • TABLE 2B: Window Anchors Required (Over 37" on Short Side Dimension) Anchor Type` �' Shat Side 40' 44" 48.1/4" 53-1/8" 54' 58" 60" 63" 67-112" A EICDA BCD ABCDA B CD A BCD A BCD AB CDA _ BCDA BCD s r0 a under 23" Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 2 2 –2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shod Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 8 4 4 5 6 4 4 5 6 4 4 5 7 5 5 25.15118" Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shod Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 8 3 3 5 8 4 4 5 8 4 4 5 7 4 4 6 7 5 5 35" Long Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 6 4 3 5 7 4 3 6 7 4 4 8 8 4 4 6 8 5 4 7 9 5 5 37" Long Side 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 3 5 7 4 4 6 7 4 4 8 8 4 4 7 8 5 4 7 9 5 5 44" Long Sate 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 Shod Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 6 8 5 4 7 8 5 4 7 9 5 5 8 10 6 5 44-1/4" Long Side 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 8 3 3 5 6 3 3 5 6 3 3 5 8 3 3 Shat Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 7 9 5 5 8 10 6 5 53-118" Long Side 5 7 4 4 6 7 4 4 8 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 5 5 8 11 6 5 58"Long Side 6 8 4 4 6 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 8 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 6 5 8 11 6 5 63"Long Sale 7 9 5 4 7 9 5 5 7 9 5 5 8 10 5 5 8 10 5 5 8 10 6 5 8 10 6 5 8 10 6 5 7 9 5 5 Shod Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 6 5 8 11 6 5 66-13/16" Long Sale 7 9 5 5 8 10 8 5 8 10 8 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 8 5 8 10 6 5 Short Slde 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 9 5 5 8 11 6 5 67-1/2" Long Side 8 10 5 5 8 10 6 5 8 10 6 5 8 11 8 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 Shod Side 3 4 3 3 4 5 3 3 5 8 3 3 8 7 4 4 6 7 4 4 7 8 5 4 7 9 5 4 7 9 5 5 8 11 6 5 68" Long Side 8 10 5 5 8 10 6 5 8 11 6 5 9 11 6 5 9 11 8 5 9 11 6 5 9 11 6 5 9 11 6 5 Shat Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 6 8 5 4 7 9 5 4 7 9 5 5 70' Long Side 8 10 8 5 8 11 6 5 9 11 6 6 9 11 6 6 9 11 6 8 9 11 6 6 9 11 0 6 9 11 8 8 Short Side 3 4 3 3 4 5 3 3 5 8 3 3 6 7 4 4 8 7 4 4 8 8 5 4 7 8 5 4 7 9 5 5 72" Long Side 8 10 6 5 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 9 11 8 6 9 11 6 6 9 11 6 6 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 4 6 7 4 4 8 8 4 4 7 8 5 4 7 9 5 5 74" Long Side 9 11 6 5 9 11 6 6 9 12 7 8 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 6 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 4 0 7 4 4 8 8 4 4 6 8 5 4 78" Long Side 9 11 6 6 9 12 7 6 9 12 7 6 9 12 7 8 9 12 7 8 9 12 7 6 9 12 7 8 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 3 5 7 4 4 6 8 4 4 6 8 5 4 64" Long Side 10 13 7 8 10 13 7 7 10 13 7 7 10 13 7 7 10 13 7 7 Short Side 3 4 3 3 4 5 3 3 5 8 3 3 5 6 4 3 5 6 4 3 114" Long Side 14 18 10 9 Short Side 3 4 3 3 EXAMPLE 1: FOR WINDOW SHOWN BELOW; 7/16" ANNEALED LAMI. GLASS, 1/4" MASONRY ANCHORS INTO CONCRETE, +70/-80 PSF DP REQUIRED, N0 ANCHOR PLATE AWNING ANCHORS (SEE SEPERATE NOA): A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE AN614OR ANDIBUB•TRATE • DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. • • • • • • • • •• • • C) FROM TABLE 2.6 ANCHORS ARE REQUIRED IN EACH JAMB. • • • • D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL • • • • • • • E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL 7pCF1PR &' TAE FRAh• A.SENLB TUBE SIDE OF THE AWNING (HEAD & SILL} • • • • • •• • • • • • • •• • • • ••• • ••• • 4" h.-- 10' 1-1..1 4 10" �_" ".-'I 4" • Bti 1. } i. • •• � • • / / • �a L.• \ i•10 1•• % III I fl • 4 • 25" 20" 20" -«1 48" — 1 13.25" - T _1 4" +pproecd as complyieg with the Flnr I/o WOMB CO Dutc— NOAH, 111 ml Dude Pendue(. 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. 3) THE WINDOWS SHORT AND LONG SIDE MAY BE INVERTED. 4) SEE NEXT SHEET FOR ADDITIONAL INFORMATION. FIXED CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/.83.1. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 26, 5 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). N 0 O o g o 0 8' O o � $ -'y i— Z a 0 z W 0_ � Q J co J LU 0 0 0 z?_ Z W 2 W U) U 0 W ox it h z O CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.4 69705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6.10.12,14 FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN -.090" PVB - 1/8 AN) Approved al complying wilh the Fiulldo Wing Code • TABLE 4: Dale NOM/ i 0 emi Dade Product Ica rol (MgrPressure(pet) for Single Windows, All Anchor Groups OY � L J Shat Sloe T under 23• 25-15/16' 27-3/4' 33112' 37' 44' 484/4' 63118' 58' 83' LONG U under 23' +701-90 +70.90 +7090 .70-90 +70/-90 +70/-90 +70/-90 +70-90 070/-90 .70-90 SHORT SIDE 26.15/18' +70-90 +70-90 0707-90 +70.90 +70/90 470.90 *70790 070-90 070-90 070190 SIDE C 3P +70490 +70790 0701-90 *7090 +7090 +7090 *70790 +70/-84.1 .70.77 .70770.1 44- 070.90 *70-90 +70-90 .70.90 +70/-90 .70.90 +7084.1 0807-70 .607.67.8 *6081.) } I- LONG .i,� 1 I SHORT 0 481/4' 4701.90 .70.90 +70.90 +70.90 .701-90 *7084.1 +7080.1 060.70 +60/-83.2 I f SIDE -i SIDE LL g 93.1)5' .70790 *70-90 .7090 *70-90 .70/84.1 *801-70 *60-70 .6087.5 0 s 58' *707-90 +70790 +70790 *70/43.2 4707-77 +6067.8 *6083.2 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR W d, 632 +70790 .709-90 +70.90 +70/-78.5 +70470.1 .60161,3 LOCATIONS AND QUANTITIES. VERTICALLY an i 76' 0707-90 .70784.6 0701-76.7 +768.9 +/-55.8 2) TABLE DIMENSIONS MAY BE ORIENTED OR HORIZONTALLY AS SHOWN. 2 * Q B4• +701-90 .7040.4 .70.71.3 .164.2 J c V 0 zz Q 9CS TABLE 5: N Q 1 W 0 �- Design Pressure (pap r0/ Windows Attuned 1 "Frame Assembly Tube CO O Description: DESIGN PRESSURES PER G 71Ge: FIXED CASEMENT WINDOW 1 Series/Mace: Scale: Sheet: CA -740 NTS 6 OF Windw7 Dimension 'A' .. u CO under 23* 26.15116' 27-3/4' 33-1/7' 37' 44' 48.174' 531/8' 58• 63' 8 0 O Anchor Group Anchor Group Arohw Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Ansho Group Anchor Group Drown By: J ROSOWSKI AN All AN A,C&D B A.0&D e A 8 C&0 A 8 060 A 8 C&0 A B C D A 6 C D under 73' *70.90 *7090 *70.90 070.90 *7082.3 +70-90 *70-74.3 470-79.7 *762.5 +7090 .701-72.7 ./88.9 +70-90 +768.1 +761.8 +70-90 0160.5 .147.4 .70747.8 *7090 0/55.7 +/-43.6 *7080.7 07049.6 2816118' 070790 .7090 470/00 *70.90 470790 470.84 +7090 +70770.7 *70-90 .7090 +764.4 +70-90 .70790 +/38.6 +70790 +70790 4753.6 +7044 +70.90 *70790 ./49.3 +70777.3 +70.90 *70/-90 po 37' +7090 070-90 +70/-90 *70-90 +70790 +70-00 *7090 *70-90 *70.90 *7090 *701-90 .70748.4 +70-90 +7044.1 +7040.5 .70-84.1 +70.77 +70773.6 +70/-77 *707-77 070-70.1 0/.87.8 .70.70.1 +70/-70.1 44' *70-90 .7090 .707-90 *7090 +7090 070-90 070-90 +7090 .7041.6 .7090 +70-84.1 +70x4.4 +7044.1 *60-70 *8067.7 *60-70 *6047.8 .6 /61.9 460747.8 *6047.8 +60/61.3 4/-57 +6041.3 000161.3 48-1/4' 070-90 +7090 +70790 *70790 .7090 +70-90 +70-90 07064.1 +7044.1 07084.1 *70780.1 4/87.8 070740.1 0607.70 +0061.7 .60770 *60432 +1.58.4 +601632 *6043.2 a 531/6' 070790 +7090 *70490 +7090 .7090 +70/x.1 +70/84.1 *60-70 .60/-70 *60-70 *60.70 +60.70 *60-70 .6067.6 +6067.4 *6087.5 58' +70490 070790 +707-90 070783.2 +70432 +70.77 +70-77 08067.8 46067.9 46047.8 46043.2 +6043.2 *5043.2 83• +70-90 *70790 +70790 +70-76.5 *70776.5 070770.1 +70-70.1 *6041.3 +6061.3 +8061.3 78' +70.90 *7044.6 +70.75.7 0/68.9 H-69.9 .455.9 +/-66.8 84' .70-90 *7040.4 +70/71.3 4754.2 U-56.2 C ) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. m ® ¢n O(V a 0/ 01 ''' FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FIGURE FOR HORIZONTAL FRAME ASSEMBLY + TUBE 0/7 n o >< yh 17 FRAME MAX. I ASSEMBLY TUBE SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS WINDOW DIMENSION -B• FRAME ASSEMBLY TUBE I 1, NC 5 FOR SHEWINDOW FOR WINDOW ANCHOR LOCATIONS AND _ E3.6 2.d.._ 0 > n- r Z a w AND QUANTITIES. SEE SHEET QUANTITIES. SEE SHEET . 0 WINDOW DIMENSION • • 3 Fp� �NY�ODjT10N/� • jT10' •'• IMO MAIL 3 FOR ANY ADDITIONAL ANCHORS REQUIRED 1 IY.1.11. /I / •A• A • • ANCH(jj2S EQWIRFj7 • • FOR TISEFRAMG • FOR THE FRAME \\\i .4 N ///////////// �\ 5-,N.., r WINDOW I ADDITION•L DIMENSION ANCHOR •B• (4), IF RIC* • • • ASSK06LW(UBE. • • • • • • • • • • • • • • • • • • • • • • • I WINDOW DIMENSION I •p• ADDITIONAL ANCHOR io -- (4), IF REQ. ASSEMBLY TUBE. + .•' ENS.'''. 'P �� Z ' \-YC' C _�• •'. ` * No. 58705 • • • • • • • • • • • • • • • • • • • • ••s. • •• • •• • • • •• • • ••• • ••• • ••• • SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS �13 '• STATE F • !0'C�.-,• ••F(OR)D".,• U'\� ;,''/SS/ONAi. - A LYE.9.E.0608705705 5P.E. • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 6: TABLE 7: FOR GLASS TYPES: 5) 7/8" LAMI. IG:(1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) L SHORT SIDE LONG sroE LONG SIDE L ) SHORT EHORT 1) SEE SHEETS 1, 4 d 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Approved os complying will, Ow FIorIJu 11 Winn Cods Dule £ ((LOAM Mlaml}DatePlod)ocl C Ind AY�i•J�-.F��S DeeIon Presets. (pallor SingO Windows, AN Anchor Or ups Short Side under 23' 25-7.718' 27.24' 33-1/2 3r 44' 48-1/4' 631/8' 08' 83' under 23. +70/.90 +79-90 +70/-90 +70/-90 +707-90 +70/.90 +70/-90 +70140 +70/-90 +70/-90 25-16/18' +79.90 +79-90 +70/93 +707-90 +79.90 +7040 ♦7990 +7990 +79.90 +79.90 3r +70-90 +79-90 +70/-90 +79-90 +79-90 +7040 +79.90 +79-90 +79-87.8 +70/-79.9 li 44' +79.90 +70/-90 +70/90 +7990 +79.90 +70.90 +79.90 +70/-74.3 +70/-79.7 +/82.9 46114' +79.90 +79-90 0707-90 +70/90 +7990 +79-90 +79.90 N-47.4 +7947.8 +79-90 g63-1/8' +70/-90 +701-90 +70/90 +79-90 +79.90 +70/40 +7940 +7940 0701-90 +7944 68' +7940 +70/-90 079.90 +7990 +7997.8 +70/-90 +/88.6 +71(40 +79.90 033.8 63' +70/.90 +701-90 +70/-90 +70/472 +707-79.9 0700.90 37' +70/-95 +70/-90 +707.90 76' +70-90 +70/-90 +7996.3 +70/40 +70.90 0707-90 +70/-90 +7W-88.4 +70/-90 +70/40 84' +70/-00 +70/-90 +7941.3 +70/-87.8 +70147.8 +70/.79.9 087.8 +707-79.9 +70/-79.9 44' TABLE 7: FOR GLASS TYPES: 5) 7/8" LAMI. IG:(1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) L SHORT SIDE LONG sroE LONG SIDE L ) SHORT EHORT 1) SEE SHEETS 1, 4 d 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Approved os complying will, Ow FIorIJu 11 Winn Cods Dule £ ((LOAM Mlaml}DatePlod)ocl C Ind AY�i•J�-.F��S 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10' �MAx. WINDOW DIMENSION WINDOW DIMENSION 'B' FRAME ASSEMBLY TUBE • • • ADDITION*. ANCHOR (4), IF RIQ/ SEE SHEETS 1, 473- 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3ANCf1a s W IR • FOR 111E FRAM* • • ASS9AIBLY4iUBI. • • 1 • • • • • ••• •• • SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS • • • •• • • FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION '8" 1 •'• 1 • • I • • 1 • • FRAME ASSEMBLY TUBE 10' MAX. I ADDITIONAL WINDOW I ANCHOR DIMENSION (4), IF REQ. "A' • ••• •• • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • •• • • •• • • ••• • ••• • ••• • SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. o' (V O O CERT. CF AUTH. 09296 //111111 3fg3 j STATEJF 0� ., FLOR10P'. •' C' i,»ONA\- ‘C, A. LYNN MILLER, P.E. P.E.A68705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Des/go Pressure (per) for Windows Attached to a Franca Assembly Tube Wudow Dhronsbn W under 23- 25-15/10' 273/4' 3312' 37' 44' 461/4' 53-1/8' 68' 63' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group AN All AN A,COD 0 A,C8D 0 A B C 8 D A 8 C80 A B COD A 8 C D A 0 C D under 23- +707-90 +79.90 +7940 +7940 +7942.1 +707 0 +70/-74.3 +70/-79.7 +/82.9 +7W-90 +79.72.7 +/56.9 +70/-90 0/48.1 +/31.6 +7940 040.5 N-47.4 +7947.8 +79-90 +745.7 +7.43.8 +7940.7 +7949.5 25-10/16' +79.90 +70/40 +7940 +7940 0701-90 +7944 +7940 +70/-70.7 +7940 +70/-90 +7-04.4 +79.90 +70/-90 +/88.6 +71(40 +79.90 033.8 +70/-84 +7940 +79.90 +/-49.3 +79-77.3 +7940 0700.90 37' +70/-95 +70/-90 +707.90 +7W-90 +70/-90 +70/.90 +70/-90 +70/40 +70.90 0707-90 +70/-90 +7W-88.4 +70/-90 +70/40 +70/.80.9 +70/-90 +70/47.8 +70/-73.6 +70/-87.8 +70147.8 +70/.79.9 087.8 +707-79.9 +70/-79.9 44' 070/-90 0701-90 +70/.90 +70/-90 +70/40 +70740 +701-90 +70/90 +70/41.8 +70/-90 +70/40 +70/-74.4 +70/.90 48-1/4' +70/90 +70/40 +70/.90 +70/-90 +70/.90 +70/.90 +70/.90 070/.90 +70/49.2 +70/.90 +70/.88.8 +70/41.3 +70/-90 a 63-1/8' +70/-90 +70/-90 +70/.90 +70/-90 +70/.93 +70/.90 079.90 58' +70/-90 +70/-93 +70/-90 +70/-90 +70/-90 070/47.6 +70/47.8 83' +70/-90 +70/-90 +70/-90 +70147.2 +70/472 +70/-79.9 +70/-79.9 78' +70/40 0707-90 *70/48.3 84 +70/-90 070/.90 +70/-012 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10' �MAx. WINDOW DIMENSION WINDOW DIMENSION 'B' FRAME ASSEMBLY TUBE • • • ADDITION*. ANCHOR (4), IF RIQ/ SEE SHEETS 1, 473- 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3ANCf1a s W IR • FOR 111E FRAM* • • ASS9AIBLY4iUBI. • • 1 • • • • • ••• •• • SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS • • • •• • • FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION '8" 1 •'• 1 • • I • • 1 • • FRAME ASSEMBLY TUBE 10' MAX. I ADDITIONAL WINDOW I ANCHOR DIMENSION (4), IF REQ. "A' • ••• •• • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • •• • • •• • • ••• • ••• • ••• • SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. o' (V O O CERT. CF AUTH. 09296 //111111 3fg3 j STATEJF 0� ., FLOR10P'. •' C' i,»ONA\- ‘C, A. LYNN MILLER, P.E. P.E.A68705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 16,20-1a FOR GLASS TYPES: 2) 7/16" LAMI. (3/16" AN - .090" SGP - 3/16" AN) 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN) approved at cornpl3•luawith the FTorlua ulrilnp M A Date 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SGP 3/16" AN) NOAH TABLE B:uy Mull D de Product C 1 Design Pressure OW) for Slagle Windows, All Anchor Gmupe Shod Side l under 23' 25-15/16' 29' 31.1/7 34' a0• 54' 80' 63' 67-1/2' LONG t under 23' ♦907-130 +90-130 +90/-130 +901.130 090/.130 +90/430 .901-130 .80/430 +90-130 +90-130 SHORT 5109 0: 2545/18' +90/-130 +99,130 +107.130 *901-130 090/-130 +90/.130 30 +90/.130 0901.130 +90.130 0901-130 SIDE 63' 090/-130 +90/.130 +001-123.1 +901.118.5 190/.110.7 +90/-100.7 +/-89.1 +7-88.1 H-83.1 +1-78.3 1 67.1/2' *907-130 +90/-130 +907-120.7 090/-113.9 +90.108 +90/.9713 0-84.8 */. 60.5 0/.78.3 +1-15.1 T } I SHORI-- co M' +90.130 +90.129.2 +90-118.7 +901-111.8 +90-105.8 +90-95.1 0- 81.3 +/. 78.1 +/- 73.8 I SIDELONG --..-1$IDET f O 90.1 3 76' 090-130 .90.127.8 +90-117.1 +90.110.2 +90-104.1 +90.93.2 *1-78 +/- 72.5 c' 84' +90-130 +90-125.3 +90-114.5 +901-107.5 *90/401.3 +1.89.9 +1-70.7 1)SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR JZ 114' +90-130 +901.119.6 090-108.8 +90/401.4 +90/.95 0- 73 LOCATIONS AND QUANTITIES. U 134• +97--130 +90-117 3 +90.1083 0801-99 +901.92 6 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY 4 fn c n CI 145' +90-t29.8 .90/.116.4 +90.1050 +eon-es OR HORIZONTALLY AS SHOWN. rc Z 2 S TABLE 9: N Q LLI 0 r Deelpn Pressure (psf) /w Windows Attached to a Frame Assembly Tube 0 O scription: ESIGN PRESSURES PER G le: IXED CASEMENT WINDOW qes/Mode6 Scale: Sheet: CA -740 NTS 8 OF Window Dimension 'A' S !'. 1)D under 23' 2515716' 29' 31.1/2' 34' 40' 54' 60' 83' o° Anchor Getup Anchor Group Anchor Group Moho Grou P MohorG roup Moho/ Group Anchor Getup Anchor Group Anofcr Group R ROSOWSKI Al A8 All A,C8D B A,C&D 8 A B C & D A B C&D A 8 C D A B C 0 under 23- +70-90 +70/00 +7040 +70.90 +7047.4 +7040 +70-00.8 0707-87.7 01-88.7 +70-90 +185 0-50.9 +70-90 +158.5 0-45.8 +70/44.7 +70.90 +7.95.7 0/43.8 +701-80.7 +70-09.5 25.15/16' +70.90 +70/-90 +70-90 +70.90 0707-90 +704110 +70-90 *70-77.7 070-90 +707.90 0747.8 +7040 +70.90 +151.8 +70.81.2 070-90 +70.90 0/-49.3 +70.77.3 +701-90 +70-90 63' +70/ 0 +70/00 07040 +70130 +70-90 +70-90 +7040 070-90 470/40 +70-90 *70-83 +70.74.3 +7059.1 +70-74.7 0.08.9 +7048.1 +701-88.1 +70-71.1 +/53.7 +70/.83.1 +70/-83.1 97-7/2' 070-90 +70-90 +70-90 +70.90 +70/-90 07040 +70-90 +70-90 +7040 +707-90 +70-77.4 0/49.3 +7044.8 9/49.7 07.82.4 +70-80.5 +70-80.5 +758.4 *7-59.4 +70/-78.3 +70-78.3 7r 07040 079/90 .7040 +70.90 +70-90 07040 +70-90 w0-90 +70-90 +70.90 +70-72.8 070/-73.1 +701-81.3 0/.85.3 +745.8 +707-78.1 07048.1 0/432.2 +7-55.7 +70/-73.9 +70.73.8 p 76' +7040 +707.90 *70/-90 +70.90 070.90 +7040 +70.90 +70.90 +70.90 +7000 +707-78 +/-89.3 070.78 0181.9 +/-62.4 +70-72.5 +70.72.5 80' +7000 07040 *707410 +7040 070-90 +707-0 +70.90 +70-89.9 07049.9 +7089.9 +70-70.7 +/42.7 +70/.70.7 114• +7040 +10/90 +7040 +70.90 +7040 070-90 +70.90 *707-73 070.73 +70-73 rt 134• +7040 +707-90 07040 +70-90 0707-90 +7040 +7040 E 145• +70.90 +701.90 +70-90 +7040 +707-90 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. rc , " 0 ~ E. /0 '^ a m FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE ® oN , n rn FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE � o � � x 2'i 10' FRAME MAX, ASSEMBLY TUBE SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS WINDOWElFRAME DIMENSIONTUBE 'B• FRAME ASSEMBLY SEE SHEETS I, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND \ . U z � � > a 0 i Z u- w WINDOW AND QUANTITIES. SEE SHEET 10' MAX.QUANTITIES. SEE SHEET 2 U DIMENSION mil •3 • • F,Q& @NYDjT10NlY. • } • • 11111) 3 FOR ANY ADDITIONAL ANCHORS REQUIRED \ \ \ 1 I I 1 I 1 / / ////, 'A• • A C S E IR • • FOR NE FRAj4 • FOR THE FRAME \`v�\ V LYNAT pN ,...... Mq �i • -�'�WINDOW ADDITION&. DIMENSION�-- ANCHOR • 'B' (4), IF RIO• • • • ASSWMBLY•TUBE. • • • • • • • • • • ••• •• • • • • • -i- •• WINDOW DIMEN310N •p• ADDITIONAL ANCHOR (4), IF REO. ASSEMBLY TUBE. `♦ ` Pa��•'-\GEN$F'•. �F,P ��� • / * • NO. 58705 '• * :_ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • .•• • •�•• • SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS - O •, SAE F ((/ � i��s'•.F[ORIOP;. •'• 0 .,, ` ''/,s �ONA� E 0� A LYNN P.EB 568705MR.LERP.E. 8705 • • • • • • • Y • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 10: TABLE 11: FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SGP - 3/16 HS) 7) 7/8" LAMI IG: 3/16" AN -1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) 9) 7/8" LAMI IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) SHORT SIDE /ONO SIDE I LONG SIDE L SHORT 1) F� 1) SEE SHEETS 1. 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Design Pressure (pat) for Single WaMwn, A I AncMrGroups Window Dimension 'A' Shad Side under 23' 2515/16' 29' 31-112' 34' 40' 64' 60' 63' 67-112' under 23' 490/-130 +901-130 .90/-130 +90/-130 *901-130 +90-130 .90/-130 +90/-130 +90/430 +90/-130 25-15/16' +00/-130 +90/430 +90/-130 +901.130 .909-130 +90.130 .90-130 +99-130 +90-130 +90-130 63' +90-130 +99-130 .90-130 +901-130 +901-130 +99-130 +90'-130 +901-130 +901-130 +90-130 67-1/2' S +901-130 0/-1 +930 +90-130 +901.130 +90/-130 +901-130 +909-130 +901-130 +90-130 +90-130 m 72' .90-130 +901-130 +99-130 +99.130 +901-130 +90'-130 +90/-130 +901-130 490-130 .70-90 E76' +90-130 .90 -130 0-1 +930 +99.130 +9-1 930 +60-130 +90-130 .901-130 +151.8 +70.81.2 84' +90-130 *90430 +99-130 *99.130 +99-130 +90-130 .99-130 +70/-90 +79-90 .70.90 114' +90-130 +90/-130 +90/-130 +99.130 490-130 +90-130 .70/.90 +701-90 .79.90 +70/-00 134' +90-130 .90.130 +90-130 .99-130 +90-130 67-1/2' +70/.90 47000 +70/.99 +70.90 145' .90/-130 +90-130 490/-130 +99430 170/-90 +70-90 .70.90 +70430 .7000 +70-90 TABLE 11: FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SGP - 3/16 HS) 7) 7/8" LAMI IG: 3/16" AN -1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) 9) 7/8" LAMI IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) SHORT SIDE /ONO SIDE I LONG SIDE L SHORT 1) F� 1) SEE SHEETS 1. 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10' MAX. WINDOW DIMENSION FRAME ASSEMBLY TUBE WINDOW DIMENSION • • • ADDITIONAj. ANCHOR (4), IF RIS30 SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET •ION ANCRO S F QIFAQ% 4.14Y $RERA6 • FOR TF♦fc FRA14 • • ASSBj6/LYfUBI. • • 9 • • • • • ••• •• • SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS • • • • •• • FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE _1 WINDOW DIMENSION 9• • • • WINDOW •-4.- DIMENSION •• FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL ANCHOR ▪ (4), IF REQ. • ••• • • • • • • • • • • • • • • • • • • • • • • 0 •• • • • • • • • • • • ••• • • • • • ••• • ••• • ••• • SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 1r,19.P1.77.eJ approved re complylag x{th 149 Florida uldhlN Cud Il ate, QIOAM_ 'I.,L� AuC9 lanai Dade product ntro1 K N O u co O s z cn 0 -0 O I Ce o CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.N58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Design Pressure 8x0 br Window. Attached to a Frame Mee1Uy Tube Window Dimension 'A' under 23' 2515/18' 29' 31.1/2' 34' 40' 54' 60' 63' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Arohar O roup Areola Group Anchor Group M M All A,C&D B A,C&D B A B CSD A 8 C 8 D A 9 C 0 A 6 C D under 23' +7000 *70/-90 +70.90 +79-90 +70.87.4 .70.90 .70/40.8 .70.87.7 +158.7 .7090 ♦/55 +/-50.9 +70-90 +7.58.5 +1.45.8 +7084.7 +70.90 +1-55.7 */-43.8 +7090.7 .7049.5 251016' .75190 *70/•90 +70/ 0 .70-90 *70-60 +7W-90 +70-90 .70-77.7 +7000 +70-90 ./57.8 +701-90 .70.90 +151.8 +70.81.2 .70-90 +7040 +1-49.3 +70-77.3 +761-90 *70-90 83' +70-90 +70/-90 +79-90 .70.90 ♦70-90 +70.90 470/90 .70/-90 +70/90 47000 +70-90 .70/.90 +701-90 .79.90 +70/-00 +70-90 +70.90 .70-60 .7087.6 .707-90 .70-90 67-1/2' +70/.90 47000 +70/.99 +70.90 .70-99 .70/-90 *70/.0 +70-90 +7090 170/-90 +70-90 .70.90 +70430 .7000 +70-90 +70-90 47010 +70/-90 +7049.1 +70/90 .7040 72' +70-90 +7000 +70.90 *7090 +701-90 *7000 .70/-90 .70.90 .70.90 +70-90 +7000 +701-90 .70-90 +70/90 .79/90 .70-00 +70/.90 .70-90 +70/.90 +70/-90 .70/40 76' +70-90 +70.60 +70/-90 .70/-90 +7090 .70-90 .701.90 +70-90 +70.90 470-90 +70/90 .70/90 *70/90 .70/00 470/410 *70.90 +70-90 84' +70-90 +70-90 +70-90 .70-90 +70-90 .70-90 +70/-90 +70-90 .70400 +70-90 *7090 *70/90 .7000 114' +70-90 +70-90 .7000 +7000 .70.90 +79/90 +70/.90 .70.90 470/93 .70/.90 134' .70.90 +70.90 .70/.90 +7090 +7040 +7000 *70/.60 145" .7090 +70-90 *70-90 +7000 .701-90 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10' MAX. WINDOW DIMENSION FRAME ASSEMBLY TUBE WINDOW DIMENSION • • • ADDITIONAj. ANCHOR (4), IF RIS30 SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET •ION ANCRO S F QIFAQ% 4.14Y $RERA6 • FOR TF♦fc FRA14 • • ASSBj6/LYfUBI. • • 9 • • • • • ••• •• • SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS • • • • •• • FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE _1 WINDOW DIMENSION 9• • • • WINDOW •-4.- DIMENSION •• FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL ANCHOR ▪ (4), IF REQ. • ••• • • • • • • • • • • • • • • • • • • • • • • 0 •• • • • • • • • • • • ••• • • • • • ••• • ••• • ••• • SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 1r,19.P1.77.eJ approved re complylag x{th 149 Florida uldhlN Cud Il ate, QIOAM_ 'I.,L� AuC9 lanai Dade product ntro1 K N O u co O s z cn 0 -0 O I Ce o CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.N58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 12: TABLE 13: FOR GLASS TYPES: 4) 7/8" LAM!. IG:(1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) LONG SIDE I SNORT I 1 SIDE Y� 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Des go Pressure (peg for SIngt Window, All Anchor Groups Window Dimension "A" Shod Side under 23' 25-15116' 27.3/4' 33-1/2' 37' 44' 48.174' 53-1/8' 58' 83' under 23' +60/-70 +667.70 +60/-70 +61..70 +60/-70 +60/-70 060/.70 +80/.70 060/-70 +60/-70 2416/18' +60/.70 +867.70 +667-70 *607-70 +60/-70 +60/-70 0807-70 +60/-70 0607.70 +607.70 37' 060/-70 +60/-70 080/-70 4601.70 0607-70 060/-70 0807.70 060/.70 0601-70 +607-70 44' +607.70 00/5.70 000'-70 *60/.70 0007-70 +601.70 0607-70 +60/.70 0607-69.6 +60/462.8 *0 48-1/4' +60/-70 +801-70 +601.70 +607.70 +601.70 0601.70 *607-70 +00/-70 +60/84.9 0607-70 F' 53-1/8' 9 0601.70 +607-70 +607.70 +60/-70 +60/-70 +607-70 .607-70 060/.89.3 *607-70 +149.3 58' 63' 060/.70 +807.70 +60/.70 +60/-70 +601.70 060/69.8 0001848 060/.70 060/-70 4601-70 +60/-70 0667.70 060/-70 060/-70 +60/-70 +60/82.9 +60/.70 +60/-70 0607.70 060/-87.8 76' +80/-70 +601.70 +60/-70 060780.5 07-57 060/.70 460-70 +607-70 +801-70 +801-70 84' +60/-70 +607.70 +667-70 +7-55.6 +60/81.9 066749.6 060/-62.9 47.57 060/42.9 48.1/4' TABLE 13: FOR GLASS TYPES: 4) 7/8" LAM!. IG:(1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) LONG SIDE I SNORT I 1 SIDE Y� 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1) THE WINDOWS WIDTH AND HEIGHT MAYBE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE IMAXtD'. FRAME ASSEMBLY TUBE WINDOW DIMENSION -1 • • • • WINDOW ADDITION&!. t HDIMENSION ANCHOR • 'B• (4), IF R501 SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET At �RQ I NSBEIRFJ2• • FOR Dig FR/y1Ee • • • • ASS• IBL1LTURE. • • • • • • • • • • • 4 ••• •• • • 4 WINDOW DIMENSION '8' • '• • • ADDITIONAL • WINDOW ANCHOR • '� DIMENSION (4), IF REQ. • • FRAME ASSEMBLY TUBE 10' MAX. • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. it 1S Approved et complying with lino Florida Bolding Codp Date 1 . ' 1 t10Al1 &lend bade Prod8N Control . 31 CERT. OF AUTH. #29296 _�. �' 'lam' :•:-.- tX� ' SOA'. ST EOF ..• (V\ �,,'oNAL o'‘‘ \\‘ A. LYNN MILLER, P.E. P.E.8 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Oes19n Pressure (psi) Mr Wlndo5s Machold 10 a Frome Assembly Tub Window Dimension "A" under 23' 26:15118' 273/4' 331/T 37' 44' 48-1/ 53-1/8' 66' 83' Arohor Group Archon Grab Anchor Grow Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All Al All All All A,C8D B A B C613 A B C 8 0 AB CBD A 8 CBD under 23 +607-70 060/-70 +807-70 +80-70 +60/-70 +60/-70 +60782.5 +60/-70 +786.9 +60-70 0601881 0/81.8 480/-70 080/80.5 0147.4 060/-70 0785.7 +1438 060/.70 25-16/16' 0007-70 0601-70 +807.70 0611-70 4607-70 0607-70 +60470 080/84.4 060/-70 0601-70 +788.6 080/40 0801.70 4-533.6 0607-70 *607-70 +149.3 +80/-70 0607.70 r 37' 0601.70 0801.70 +60/.70 0807.70 060/-70 060/.70 060/-70 4601-70 000140 060/-70 080/-70 060/-70 +601.70 0667.70 +60/.70 +60/-70 0607.70 060/-87.8 0607-70 44' +60/-70 *60/-70 0601-70 +601-70 060/.70 460-70 +607-70 +801-70 +801-70 460/-70 060/-70 *607.67.7 080/.70 460149.6 +60/81.9 066749.6 060/-62.9 47.57 060/42.9 48.1/4' +60/-70 .60/-70 0801-70 4807-70 +801.70 +601-70 060/-70 0801-70 0807-6/.8 0901-70 +60/-70 060/81.7 0801-70 080/84.9 0-56.4 +66781.9 0 53-1/8' +601.70 000/-70 0607-70 .667-70 060/.70 060140 0607-70 080/.70 0607-70 480/40 000/89.3 060187.4 060/439.3 i58' +901-70 080/-70 +60/-70 0667-70 460/-70 060789.6 080749.6 400/414.9 +90/.64.9 000/44.9 7 63' +60/.70 080/-70 +60/-70 +00/.70 +601.70 460182.9 060142.9 76' 000/-70 060/40 +60/-70 +60/430.6 987 84' +60/-70 0601-70 4807-70 *7-55.6 1) THE WINDOWS WIDTH AND HEIGHT MAYBE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE IMAXtD'. FRAME ASSEMBLY TUBE WINDOW DIMENSION -1 • • • • WINDOW ADDITION&!. t HDIMENSION ANCHOR • 'B• (4), IF R501 SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET At �RQ I NSBEIRFJ2• • FOR Dig FR/y1Ee • • • • ASS• IBL1LTURE. • • • • • • • • • • • 4 ••• •• • • 4 WINDOW DIMENSION '8' • '• • • ADDITIONAL • WINDOW ANCHOR • '� DIMENSION (4), IF REQ. • • FRAME ASSEMBLY TUBE 10' MAX. • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. it 1S Approved et complying with lino Florida Bolding Codp Date 1 . ' 1 t10Al1 &lend bade Prod8N Control . 31 CERT. OF AUTH. #29296 _�. �' 'lam' :•:-.- tX� ' SOA'. ST EOF ..• (V\ �,,'oNAL o'‘‘ \\‘ A. LYNN MILLER, P.E. P.E.8 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Oji ASSEMBLY DETAILS INTERIOR TABLE 19: AS REQUIRED PER TABLE 3, SHEET4 Item Dwg. k Description Mat. 1 7005 Main Frame Head, SIII & Jambs 6063-T6 Alum. 2 7071 Anchor Plate 8063-T6 Alum. 3 7007 Installation Hole Cover 6063-T6 Alum. 4 7010 Frame Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 10 7055 Fixed Frame Hole Plug PVC 31 DuraSeal Spacer 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 1-7/16" x 1-1/4" EPDM 35 7036 Bead B 6063-T6 Alum. 36 7042 Bead C 6063-T6 Alum. 37 7059 Bead 0 6063-T6 Alum. 38 1224 Witr'Bulltnp(tick: • • PVC 70 39 1225 ••IIlex ••• Vinyl Bulb Walla (Th.* Flex PVC 70 50 DdQi199 SIIqt B{kblddlag ' : • = • _ 70 134 Jd11-on F Ig• • • • • • • 3T6 Alum. 71 7004 Casement Frame Assy Tube 6063-T6 Alum. 86 88 X 1-1/2" Quad Pn SMS Stainless Steel StaiNess Steel 90 _812x1"P,i. Pn. TO( _, _ _ Stainless Steel • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • OFRAME HEAD, SILL & JAMB #7005, 6063-T6 .993" .040' 1.356" ��� A41' TT .289" J .095" J J 1.124" 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 OINST. HOLE COVER CI ANCHOR PLATE #7007, 6063-T6 #7071,6063-T6 706' .050' 566 5 6 .865' 35 BEAD B #7036, 6063-T6 2.203' +{ .093' nom" .093' 70 ADDON FLANGE #134, 6063-T6 .5050' ---:-U-4—i yI .172" 6 6 .865" .870' .050' I 7 ���i .569' 36 BEAD C 37 BEAD D #7042, 6063-T6 #7059, 6063-T6 `\\\oN.( ILYNN i.4,/i74i 0 ,......... ( is :,Q�� .•• t•\CENs •-.((3 • No. 58705 ' I) et *IFjr H2O STA O ((/�::" e- �'" /ONA/,, . ° �� QLNNtl M9.88A.P.E. P.E.# 08705 Revised By: Dote: Revision, Revised Ry: Dote: Revision: Approved u romplylag with the Horkj a atelia Code Nom Dat mi Deck P oiled a trot 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: BOM AND EXTRUSIONS Drawn By: J ROSOWSKI Title: Dote: FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 CERT. OF AUTH. 1129296 Series/Model: Scale: Sheet: Drawing No. Raw CA -740 NTS 11 OF 11 MD-CA740F-LM ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "CA -740" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets I through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has beer), file4 and fir:Allis been no change in the applicable building code negatively affecting the performance of tfis. froiluct. . . • TERMINATION of this NOA will occur after the expiration date or if there has beer: terevisiorrbr change in the materials, use, and/or manufacture of the product or process. Misuse of this'1 t1A'as an endbrsernenC of any product, for sales, advertising or any other purposes shall automatically term'iinafe•this NdA..Wailure to comply with any section of this NOA shall be cause for termination and removaloin(k. ADVERTISEMENT: The NOA number preceded by the words Miarni-Dada *County, Vjaritta, and. followed by the expiration date may be displayed in advertising literature. If any pylon of the•NOA is displayed, then it shall be done in its entirety. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SN 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economy . . INSPECTION: A copy of this entire NOA shall be provided to the user by' illi rOanufac:ura.or its; distributors and shall be available for inspection at the job site at the request of the Building Offibiad' This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED NOA No. 12-1218.09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page 1 . • . • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours &. Go., Inc. for their "DuPont Butacite ►t PVB Interlayer" dated 09/08/11 expifing Orr 4241/16. • 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont Di3Nethours.dt C&, Inc. '. for their "DuPont SentryGlas© Interlayer" dated 08/25/11, ecpj;ipi on 0 1• 7. • • F. STATEMENTS •••••• •••••••• • 1. Statement letter of conformance, complying with FBC-2010,4ated December 10,.:' 2012, issued by manufacturer, signed and sealed by Anthony Lynn failler,e11.e.•• • 2. Statement letter of no financial interest, dated Decembel:'20; :2012, is'§ued by '. manufacturer, signed and sealed by Anthony Lynn Miller, P.E.; • ; • 3. Proposal No. 12-1499 issued by Product Control, dated Jul'34.31,; 2012,. signed• b�2 Manuel Perez, P.E. G. OTHER 1. None. E-1 .. • Manuel Product Control Exbmi r NOA No. 12 - Expiration Date: April 11, 2018 Approval Date: April 11, 2013 .09 • . GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7085, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Glass Types • • • • • ,'•heal # • • 1 5/16" Lam) (1/8 An - .090" PVB -118 An) • • •5• 2 7/16" Lam) (3/16 An - .090' SGP - 3/16 An) • • • • •6: • 3 7/16"Lang (3/16HS-.090"SGP -3/16 HS) •• ••• •7• 4 7/8" LamI. IG (1/8" An - 7/16' Air -1/8' An - .090' PVB - 1/8" An) 5 6 7/8" Laml. IG (1/8' T - 7/16' Air - 1/8" An - .090" PVB - 1/8" An) 8 6 7/8" Lami. IG (3/16" An - 1/4' Air - 3/16" An - .090" SGP - 3/16" An) 9 7 7/8" Lan,). IG (3/16" An - 1/4" Air - 3/16' HS - .0£V'#S 3P !IIA" HS) • •7• 8 7/8" Lami. IG (3/16" T - 1/4' AIr - 3/16' An - .090•SGP - 3/18" An) • 9 9 7/8" LamI. IG (3/16" T- 1/4" Air -3/16' HS -.090' Si' -3/II6"HSS • •7 ••• • DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 4" MAX. 37' WIDTH 25.476" MAX. O.C. IF WIDTH IS UNDER 33.476' (HEAD & SILL B. SEE SHEET 2 69" VISIBLE LIGHT HEIGHT (DLO) 4" MAX. T • • • •• • • • B 30' VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW L".;cNF 144OTES1 ESEV•TKIN • 1 *GLAZING DET/MIM 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS 4 •ANCHOR Q14,ANTITIEf 4 DESIGN REESSUR6S.,.•. 5-9 AISSEMBLr DETAII46/BOM 10 • • • • • • • • • ••• • ••• • 17-1/2" MAX. A, SEE O.C. SHEET2 t 6" MAX. O.C. USE ANCHOR PAIR AT EACH JAMB IF HEIGHT IS 26" OR OVER NIB' NATED GLASSSTACK GLASS STACK 1/6' ANNEALED GLASS EXTERIOR 0 .090• DUPONT BUTACITE PVB 118' ANNEALED GLASS 11/18' GLASS BITE GLASS TYPE 1 7/16- AIRSPA 116' ANNEALED OR TEMPERED GLASS 5/16' LAMINATED GLASS STACK 1/8' ANNEALED GLASS 114' AIRSPACE 7/18• LAMINATED —� GLASS STACK 3116' ANNEALED OR HEAT -STRENGTHENED GLASS EXTERIOR a __—.000" DUPONT SGP 3/16' ANNEALED OR HEAT -STRENGTHENED GLASS 11/18' GLASS BRE GLASS TYPES 2 & 3 7/8' NOM. GLASS STACK .090" DUPONT BUTACITE PVB 7116' LAMINATED GLASS STACK 11/18" GLASS BITE 76" HEIGHT 4-1/2" MAX. O.C. IF WIDTH IS 33.476" & OVER (HEAD & SILL) `111111///1,/ LYN C�.•.•'�1GGNSNF'•.. cT,Q * ' No. 58705 * ` k STA E O � ([� ',�//S`/S1ONAL E.� ///I/llllll A. LYNN MILLER, P.E. P.E.i 58705 GLASS TYPES 4 & 5 7/8' NOM. GLASS STACK 1/4'AIRSPACE 3/16' TEMPERED GLASS 3/16' ANNEALED OR HEAT -STRENGTHENED GLASS _.090' DUPONT SOP 3118' ANNEALED OR HEAT -STRENGTHENED GLASS 11/16' GLASS BITE GLASS TYPES 6 & 7 7/16- LAMINATED GLASS STACK 3/16' ANNEALED OR EAT -STRENGTHENED GLASS .OBD- DUPONT SGP 3/16' ANNEALED OR HEAT -STRENGTHENED GLASS 11/16* GLASS BITE GLASS TYPES 8 & 9 Revised By Dote: Revision: Revised By. Dote: Revision: 4pproved as complying Wilh 16e Florida oidia, Cock Date IyAAB_i �T D7)aml ORde PTodac • - B A• an: 10/0 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 Description: Drown By GLAZING DETAILS J ROSOWSKI Title: Date: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/Model: 5cole: Sheet: Drawing No. Rev: CA -740 NTS 1 OF 10 MD-CA740-LM ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • / \ / \ 'x / / / /I y \ B 30' VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW L".;cNF 144OTES1 ESEV•TKIN • 1 *GLAZING DET/MIM 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS 4 •ANCHOR Q14,ANTITIEf 4 DESIGN REESSUR6S.,.•. 5-9 AISSEMBLr DETAII46/BOM 10 • • • • • • • • • ••• • ••• • 17-1/2" MAX. A, SEE O.C. SHEET2 t 6" MAX. O.C. USE ANCHOR PAIR AT EACH JAMB IF HEIGHT IS 26" OR OVER NIB' NATED GLASSSTACK GLASS STACK 1/6' ANNEALED GLASS EXTERIOR 0 .090• DUPONT BUTACITE PVB 118' ANNEALED GLASS 11/18' GLASS BITE GLASS TYPE 1 7/16- AIRSPA 116' ANNEALED OR TEMPERED GLASS 5/16' LAMINATED GLASS STACK 1/8' ANNEALED GLASS 114' AIRSPACE 7/18• LAMINATED —� GLASS STACK 3116' ANNEALED OR HEAT -STRENGTHENED GLASS EXTERIOR a __—.000" DUPONT SGP 3/16' ANNEALED OR HEAT -STRENGTHENED GLASS 11/18' GLASS BRE GLASS TYPES 2 & 3 7/8' NOM. GLASS STACK .090" DUPONT BUTACITE PVB 7116' LAMINATED GLASS STACK 11/18" GLASS BITE 76" HEIGHT 4-1/2" MAX. O.C. IF WIDTH IS 33.476" & OVER (HEAD & SILL) `111111///1,/ LYN C�.•.•'�1GGNSNF'•.. cT,Q * ' No. 58705 * ` k STA E O � ([� ',�//S`/S1ONAL E.� ///I/llllll A. LYNN MILLER, P.E. P.E.i 58705 GLASS TYPES 4 & 5 7/8' NOM. GLASS STACK 1/4'AIRSPACE 3/16' TEMPERED GLASS 3/16' ANNEALED OR HEAT -STRENGTHENED GLASS _.090' DUPONT SOP 3118' ANNEALED OR HEAT -STRENGTHENED GLASS 11/16' GLASS BITE GLASS TYPES 6 & 7 7/16- LAMINATED GLASS STACK 3/16' ANNEALED OR EAT -STRENGTHENED GLASS .OBD- DUPONT SGP 3/16' ANNEALED OR HEAT -STRENGTHENED GLASS 11/16* GLASS BITE GLASS TYPES 8 & 9 Revised By Dote: Revision: Revised By. Dote: Revision: 4pproved as complying Wilh 16e Florida oidia, Cock Date IyAAB_i �T D7)aml ORde PTodac • - B A• an: 10/0 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 Description: Drown By GLAZING DETAILS J ROSOWSKI Title: Date: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/Model: 5cole: Sheet: Drawing No. Rev: CA -740 NTS 1 OF 10 MD-CA740-LM ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. EXTERIOR EDGE DISTANCE AS REQUIRED PER �_ TABLE 3, SHEET 4 v EDGE DISTANCE EMBEDMENT WINDOW HEIGHT ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB VISIBLE LIGHT HEIGHT (DLO) ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB JAMB HARD- WARE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. BUCK WIDTH 1/4" MAX SHIM ATTACHED TO VENT SILL ATTACHED TO FRAME SILL INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. BUCK HEIGHT ATTACHED TO FRAME JAMB EDGE DISTANCE EMBEDMENT #12 STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. ATTACHED TO VENT SILL VISIBLE LIGHT WIDTH (DLO) OPTIONAL ADDON FLANGE Q HEAD, SILL & JAMBS FOR SNUBBER REQUIREMENTS, SEE TABLE 4. SHEET 4. SEE DETAIL Al. BELOW NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4". • • ix WOOli •• • • SrIP • • • • • • • nips WENT. 1/4-1IAAX S}EM • EMBEDMENT* • • • • • • • • ••• CONCRETE • PER ANCHOR REQUIREMENT •• INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. VERTICAI.$EC ON E. •. • • • • • • • • ••• WINDOW WIDTH HORIZONTAL SECTION A -A / F u. / Anchor Type 10" MAX. DETAIL Al 11111111 A��NY I �LYNN d4j ,•, PC▪ S .•' oCENgF'•.,F,p *• No. 58705 o • STA EfF• • • c(`' •' .• 7ORIDP••,\G rirfll 1+\� A. LYNN MILLER, P.E. P.E.#58705 L 10' MAX. --- In— SEE DETAIL A2, BELOW NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: EXTERIOR EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH -13-1/2 WIDTH, EGRESS HINGE: WINDOW WIDTH . 7-1/2 HEIGHT: WINDOW HEIGHT - 8 VISIBLE LIGHT FORMULAS: WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) F u. Window Wdth Anchor Type A B,CdD 1 17'-22.9- 0 0 23'-25.9' 0 1 28'+ 1 1 1- Widow Anchor Type a- Height A 8.C&D 17'-22.9' 0 0 23'-25.9' 0 1 28'+ 1 1 Revised By: Date: Revision: Reused By: Dote: Revision, 4pproved a1 eonlplybtl with 14o Florid Belrfla Coda Uate I1OAI 9 4aniI Dade Product Hy - 0 1070 TECHNOLOGY DRIVE N. VENICE. FL 342/5 P.O. BOX 1529 NOKOMIS, FL 34274 Description: CROSS SECTIONS & INSTALLATION Drown By: J ROSOWSKI CASEMENT WINDOW DETAILS - LM & SM Date: 08/08/12 CERT. OF AUTH. ®29296 Seriess/Godel: CA -740 Scale: NTS Sheet: 2 OF 10 Drowing No. MD-CA740-LM Rev: ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CASEMENT (X) F WINDOW HEIGHT <� WINDOW WIDTH 740 SERIES CASEMENT EXTERIOR WINDOW rj FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS' 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 1: I- a— 10', SEE NOTE 7, THIS SHEET C \ I 740 740 SERIES ASSEMMBLY E SERIES CASEMENT CASEMENT WINDOW TUBE WINDOW ll IJ 10', SEE NOTE 7, THIS SHEET MIN. # 12 X1' SMS THROUGH INSTALLATION HOLES 7-1' I m, w. . l: .V." Ir. 4 1 LiiLli dal 740 SERIES CASEMENT EXTERIOR WINDOW•n FRAME ASSEMBLY TUBE HORIZONTAL SECTION C -C 740 SERIES CASEMENT WINDOW MIN. 912X 1" SMS THROUGH INSTALLATION HOLES FIGURE 2: J -�D • ` 740 SERIES �!�/ \ —CASEMENT WINDOW i 740 SERIES AWNING WINDOW' FRAME ASSEMBLY TUBE E -^N FRAME — ASSEMBLY __� TUBE - 740 SERIES C-- \ FIXED WINDOW 'SEE PRODUCT'S NOA FOR INSTALLATION SPECS 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW N I / 740 SERIES CASEMENT WINDOW FRAME ASSEMBLY TUBE MIN. #12X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION 0-0 VERTICAL SECTION E -E 1) DETERMINE EAV-MIIDIVITA4W�D4zf S�AKN'tGI R•MA,.,fuKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 5-90 FIND ThINEHFIET FOR vows GII,884YPE.• 3) FIND THE DESKI PRESSURRFROI* 1E TALES Ll18ESED•fESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE' OR 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE•TAB►E LABELED 'I4#/OOIYANCHIJi2S REQWREi' (14B1E 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. • • • • • • • •• • • • • • • • • • S) HEET 2), ASP THE I. #12 X 1' 074 QN 31'I LET TO -3. BE�MG THR UGH THE FRAME INTO THE FFRAMEAL ANCHORS THROUGH THE ASS MBLYITUBEE (SE DETAILS OE INTO THE SUBSTRATE THIS SHEET).Y REQUIRED (SEE SHEET 2), AND T MI�f. #12 X 1' RS AIRE Approved in eomplylca Milk IRO Floridaoidinq COQ a Date - r NAA#�L - It loon D de Prodactic al By FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 -SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62' IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Franca Assembly T be (FAT) LL Window Wdih Anchor Type A B,C&0 1T-22.9' 0 0 `g 23' - 25.9' 0 1 > 28'* 1 1 r- Window Anchor Type u. Heigh A B, C & D 17.22.9' 0 0 23' - 25.9' 0 1 28'+ 1 1 8 N 02 O co o O Z H 0 0 U \``71\1117 VIII// \ \\O LYNN A7/�� ,iii ` * No. 58705 ' * ;•. 3 (5'i)3 0 ST TEOF <t!� L'Yryl1 P.E.9 58705 ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TABLE 2: Window Anchors Required Anchor Window Width (in) under 23' 25-15/16' 27-3/4' 30' 33-1/2' 35' 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group An hor Group Anchor Group A B C&D A 6 C&D A B C&D A B C8D A 6 C&D A B C&D A 6 C&D E• p I F g83' under 23' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HeadISlll 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 25-15!18• Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 383/8' Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Head/SNI 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 48"Jamb 4 4 4 4 6 4 4 6 4 4 8 4 4 6 4 4 6 4 8 6 4 Head/SNI 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 565,8' Jamb 4 6 4 4 6 4 4 6 4 4 8 4 6 6 4 8 6 4 8 6 4 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 80' Jamb 6 6 4 6 8 4 6 8 4 8 8 4 6 8 4 8 8 4 8 8 4 Head/SIII 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 8 6 6 8 8 8 8 8 6 6 8 6 6 8 6 6 8 6 6 8 6 Head/SIN 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 72' Jamb 6 8 6 6 8 6 8 8 8 8 10 8 8 10 6 8 10 6 8 10 6 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 76' Jamb 6 8 6 8 8 8 8 ID 6 8 10 6 8 10 8 8 10 6 8 10 6 Head/SIII 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 84' Jamb 6 8 6 8 10 6 8 10 6 8 10 8 8 10 6 Head/SIN 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 TABLE 3: Group Anchor Substrate Min. Edge Distance Min. O.C. Distance Mal Embedment Anchor PI010 Required? A 1/4' steel Ultmcon Hollow Block 1' 6' 1-1/4' No 814, steel SMS (G5) or814, 410 SS SMS S. Pie 5/8' 1" 1-3/8" No 6083-T5 Alum. 3/8" 5/8' 0.050 No A36 Steel 3/8" 5/8' 0.050 No A653 Stud, Gr. 33 3/8' 5/8" .035', 20 Ga. No B 1112, steel SMS(G5) or812, 410 SS SMS S. Pine 5/8' 1' 13/8' No 606315 Alum. 3/8' 5/8' .050' No A36 Steel 3/8" 5/8' 050' No A653 Stud, Gr. 33 3/8" 5/8' .035', 20 Ga. No C 1/4' steel Ullrecon 2.85k Concrete 2-1/2' 4" 1.3/8" No 2.85k Concrete 1' 4' 1-3/4" No Hollow Block 2-1/2' 5" 1-1/4" No 812, steel SMS (G5) or 812, 410 SS SMS S. Phe 5B' 1" 13/8' Yes 6083-T5 Alum. 3/8' 5/8" 1/16" Yes A38 Steel 3/8' 5/8' .050- Yes A653 Stud, Gr. 33 3/8' 5/8' .045', 18 Ga. Yes Co 814, steel SMS (05) or814, 410 SS SMS S. Pale 5/8' 1' 13/8' Yos 6083-T5 Alum. 3/8" 5/8' 1/16' Yes A36 Steel 3/8' 5194 • • liars • Telt A853 Stud, Gr. 33 3/8' •5/8' • 4" .14519186a. 43/4' • • yes • 1,--1s11 1!4' steel Ullrecon 2.85k Concrete 1' 2.85k Concrete 2-1/2" 1'• •e3/8: : tes Hollow Block 2-1/2• 2-1/2" • j• 4' • •1.1/4" •J 1-3/4" Ye• Yes Filled Block 114' 410 SS CreleFlex 3.35k Concrete 1' 5" 1-3/4" No Hollow Block 2-1/2" 5' 1.1/4" No 5/16' steel Ullrecon 3.5k Concrete 1-1/4" • 5"• • • 1-3/4' • Ng, Hollow Block 3-1/81 • 5' • 1-1/4'♦♦ to N0 • Med Block 2-1/20_ _ 5' • 13/40 _ 190 • NOTES: • • • • • • 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS•let%ND AAY METAL *./6 PRATE? 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. • Jamb Snubber Locations Glass Type: PVB SOP (Types 1, 4 & 5) (Types 2, 3 & 6-9) 83' and bas None Required 12' max. from max O.C. eaoh end & 30' f 12' max. from 12' Max. from ow 63' each end & 30' max O.C. each end & 30" max O.C. 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16' ANNEALED SGP LAM. GLASS, 1/4" MASONRY ANCHORS INTO CONCRETE, +70/- 80 PSF DP REQUIRED, NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +7040. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 9 PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS ( SEE SEPERATE NOA): A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +701.83.1. •B) PORSHE JAMB. FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE • .E:IREbt ND DOES NOT REQUIRE THE ANCHOR PLATE. C) :RO41=ALE 2B, 5 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY. 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F)�ERT/ULQS t 4 SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE • SI EtF TT�I{(�� FI�ED CASEMENT (HEAD & SILL). • • • ••• • Approved at comptylag Weigh,* Lea Floridna Idln C Ip ) Date f10A• atlaral D e i'roducl4 SAMPLE CONFIGURATIONS: (X AIA 0 A t O f O A O /x\ X> 0 N 0) +;53 O co 0 4O o-3 di— °Z 61' 0 U rn 0 ie U „5 ‘01134-, OI,YNN *I/ Pte.'.•• .EN•SF '•.F'P i No. 58705 17 . STATEOF •:' �� A. LYNN MILLER. P.E. P.EJ168705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • y.N.11te. - 10.15.1217 TABLE 5: Design Pressure (psi) br Single Windows, Al Anohor Groups Wlndow Width under 23" 25-15/16' 27.3/4' 30' 33.1/2" 35' 37' and *23' *70/-90 +701.90 *701-90 +701-90 + 701.90 +70/-90 +70/-90 25-15/18" *70/-90 +70/-90 +701-90 +701.90 +70/-90 +70/-90 +70/-90 38-3/8" + 70/-90 +70/-90 *70/-90 +70/-90 + 701-90 +70/-99 +70/-90 48' +70/-90 +70/-90 +70/-90 +70/-90 +701-90 070/-90 +701-91 50-5/8' +70/-90 +70/-90 +70/-90 *701-90 +70/-90 0707-90 +70/-89.2 60" +70/-90 +70/-90 +70/-90 +707-88.5 +70/-80.8 +701-77.7 +70/-74.3 93• +701-90 +70/-90 +70/-90 +70/-84.3 +70/-78.5 +701-73.7 +701-70.1 72" +70/-90 +701-87.2 *70/-77.7 +60/-71.5 +60/- 62.4 *601- 60.9 0/- 59.3 78' +70/-90 +701.84.6 +70/-75.7 +7-67.3 */- 58.9 */- 57.2 */- 55.8 84' +70/-90 +70/-80.4 *70/-71.3 +60/82.1 0/-54.2 TABLE 6: FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN) 4) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) WINDOW HEIGHT .1� WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Approved as complying with the Florida 1 utile CDem aV- hi art D - de Prods By 1 -- Design . • Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube Window Width under 23' 25.15/18" 27-314" 30" 33112" 35., 37" Mcho Group Anchor Group Anchor Group Mcho Group Anchor Group Mcha Group Anchor Group under 23" 25-15116" 3&3/8" 48" 50.518" 60" A +70/-90 +70/-90 +70/.90 +701-73.1 +789.3 *7-58.5 8 +701-90 +701-90 +70/41.8 +7-57.3 +7.54.3 *7-45.8 C + 701.90 +701-90 +701-90 +701-90 +70/-90 +707-84.7 D +70/-90 +797-90 +70/-90 +70/.90 +701-90 +70/-90 A *701-90 +701-90 +701.81 +784.8 + 7-81.4 +I-51.8 B .701-90 *701.90 +701-90 +701-90 *701-95 +701-81.2 C&D +70/.90 +70/-90 +70/-90 +70690 +707-90 +701-90 B *701.90 +701-90 +701-90 +707-90 +70/-90 +701-75.9 A,C&D +701-95 +701-90 +701-90 +70/-90 +701-90 +70'-90 B +70/-90 +70/-90 +701-90 +701-87.8 +70/-83 2 +701-70 2 A,C&D •70/-90 +701-90 +701-90 +707-90 + 70/-90 •70'-88.5 A +701-90 +70/.90 +701-90 +701-90 +701-90 +70/-80.3 B +701-90 +701-90 +701-90 +70/-78.6 *701-74.6 +1829 C&D *701-90 *701-90 +701-90 +701-90 +701-90 +707.80.6 B +701-90 +707.90 +70/-90 +70/-90 +701.89.2 +70/-75.2 A.0&D +701-90 +70/-90 *701-90 +701-90 +701-90 +701-77.7 B +701-90 +701.90 +701-90 +701-88.9 *70/84.3 +70/-71.2 A,C&D +70/-90 * 70/-90 +701-90 *70/-90 +70189.2 +701-74.3 63" +755.7 +7-428 +701-80.7 +701895 +7-49 3 +701-77.3 +701.90 +701-72.3 +707-90 +1.88.9 +7d-84.3 +70/-76.5 +659.9 *701-76.5 +707-71.6 +701.73.7 .7.87.8 +70/-70.1 TABLE 7: Design Pressure (psi) br Windows Attached to a H04.0,1al Frame Aseembly Tube Window Width abler 23" 25.15/16" 27-3/4" 30" 33-1/2' 35' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All under 23" +701.90 AU +70/-90 All All B +70/-90 +701.90 +70/-82.1 A,C&D +7d-90 A +701.90 B 37' Anchor Group C&O A 8 +701-78.5 +7d-90 +70/-90 +70/-74.3 C&0 +70/90 25-15/16' +707.90 +70/-90 + 70/.90 +70/-90 383/8" +701.90 +70/.90 +701-90 *707-9(6 +70/-90 • •+7009,0 *701-90 407-0 +70/88.8 • 17W-90: +70/-90 X701 • +70/-90 +70/-84 +701-90 +70/-90 *701.90 +70/-90 +70/-90 +70/-90 48" +74-90 +70/-90 +70/-90 +707.959 +70/-90 • *70)9! • *7•'-90• •70590 +701-90 +707.90 +70/-90 +70/-90 50.5/8' + 707-90 +70740 +701-90 +701.90 • •+701-97 104 • ••+7014? • +701-90 +70149.2 +70/49.2 +70/49.2 60" +70/-90 +70/40 +79740 +70/.88.• • +70/4046• +70108.8 +101.77.• •70/47f +707-77.7 *701.74.3 +701-74.3 +707-74.3 63' +70/.90 +70/90 +701-90 +797.84.3 +701-76.5 +70/-76.5 +707-73.7 *75/-73.7 *757-73.7 +70/-70.1 +70/-70.1 +707-70.1 72' *70/40 +701.87.2 +707-77.7 +70/41.5 +60/82.4 +80-62.4 +60/80.9 *60/40.9 +60/40.9 +7-59.3 +/-59.3 +/-59.3 76' +70/40 +70/84.6 *707.75.7 84" +707-90 +70/80.4 +70/-71.3 */8743 +8(11824 _.1-94 .9 +•54.2 +/-18.9 0-540 x/57.2 *k57.2 +7.57.2 +1-55.6 +755.6 *755.8 • • NOTES: • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • • • • 0 • • • • • • •• • • • • • • • ••• • ••• • WINDOW HEIGHT 10" MAX. f FRAME ASSEMBLY TUBE -1 WIDTH 1 WINDOW ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS ANO QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10' MAX -� L WINDOW HEIGHT L WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. N W O 0 Y (0 0 01) 0 cc o 0 oQ 16* \\\\111111///// ..?N LYNN ry//( /'00 * ' No. 55705 3 ISJ .3 `U STATED/- ER i 'C '•. FCOKIO. •'•�� � A. LYNN MILL. P.E. P.E.858705�' CERT. OF AUTH. #29296 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • TABLE 8 Design Pressure (psi) lor Single Windows, All Anchor Groups Window Width under 23" 25-15/18' 27-3/4" 30" 33-1/2' 35" 37' under 23' +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 25.15/16" +90/-130 +90/-130 +90/.130 +901-130 +901-130 +901-130 +901-130 383/8' +90/-130 +90/-130 +901.130 +901-130 +90/-130 +901-130 +901-130 48" +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 505/8" *90/-130 +90/-130 +90/.130 +90/-130 +901.130 +90/-130 +90/-130 60" +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/.130 +90/-130 83" +90/-130 +901-130 72" *90/-130 +901-130 +90/.130 +901.130 +901.130 +90/-130 +90/-130 +90/-129.8 +90/-130 +90/-129.1 +90/-122.5 +90/-113.8 76" +90/-130 +90/-130 84• +901.130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-124.1 +90/-116.7 +90/-107.8 +901-116.4 TABLE 9: WINDOW HEIGHT WIDTHwIND H SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN - .090" SGP - 3/16 AN) Approved nor nomplylug with the Florida I ulN.9 Cal '71)lDate NORM MI 1D de PreduolC D1v Design Pressure (psi) la Windows Attached toe Vertical Frame Assembly Tube Window Widh under 23" 2515/18" 27-314" 30" 33-112" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A r under 23" 2515/18" 38-3/8" 48' 50-5/8" 60' 83" +70/-90 B +701-90 C +70/-90 D A D +70/-90 +701-90 +70/-90 C&13 +70/.90 6 .70/.90 A,C&D a0/-90 A 6 +70/-90 +70/-90 C & D .70/90 A .70/-90 B *70/-90 C +70/-90 B +70/.90 A,C&D a0/-90 A B C & D +70/-90 +70/-90 +70/-90 +70/-90 .70/-73.1 ./-69.3 ./.58.5 ./-55.7 .70/-90 .70/-71.6 */-57.3 +/-54.3 *1.45.8 ./-43.0 +70/.90 +701-90 +70/-90 +70/.90 +70/.84.7 +70/.80 7 +70/.90 NO/ -90 +70/-90 +70/-90 *701-90 +70/-89.5 +70/-90 .70/-81 ./-84.8 ./.61.4 +/51.8 +/.49.3 +701.90 +70/-90 +701.90 +70/-90 +70/-81.2 +70-77.3 +70/-90 +70/-90 *701-90 +70/-90 +70/-90 +70/-90 .70/-90 .70/-90 +70/-90 +70/-90 +70/-75.9 +70/-72.3 .70/.90 +70/-90 +70/.90 +70.90 +7090 +70/-90 .70/-90 +70/.90 +70/-90 +70/-90 .70.89.6 +70/.85.3 +70/.90 .70-90 .70/.87.8 .70/-83.2 .70/-70.2 +1-68.9 +70/-90 +70/.90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 .70/-90 *70-90 +70/-80.3 .70/-76.5 +70/-90 .70/-90 +70/-90 +70/-90 +701-78.6 +70/-74.9 +70-90 +70/-90 +70/-90 +70/-90 +70/-90 .70/-90 +70/-90 +70/-90 +70/-90 +70/-89.2 +70/-75.2 +70/-71.6 +70/.91) +701-90 +701.90 +70/-90 .70/-93 a0/-90 +70/90 +701-90 +70/-90 +70/-90 +70/-90 +701-89.5 +70/-90 a0/-90 *70/-98.9 .70-84.3 +70/-71.2 +1-67.8 +70/-90 +70/-90 +70/-90 +70/-90 .70/-90 +70/-90 +701-90 TABLE 10: Design Pressure (psi) la Windows Attached to a Haizonlal Frame Assembly Tube W eidav Wldh under 23" 2515118" 27-3/4" 30' 1 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Anchor Group Group Anchor Group Anchor Group Ancha Group Al All A0 A8 1 8 A,C&D A B C & D A B C&0 O1 41) F under 23' .70-90 +70/-90 +70/-90 +70/-90 1 +70/-82,1 +71/-90 .70/-90 +70/-78.5 +701.90 +701-90 +70/-74.3 +70/-90 2515/18' +70/.90 +701-90 +70/90 38-3/8" +70/-90 .70/-90 +70/-90 +70/-90 1 a0/-90 +70/4 I +7151IO: +70/.90 +701.88.8 •Jou-`, +70/-90 +70/-90 .701.84 +70/-90 +70/.90 +70/-90 +70/.90 +70/-90 .70/-90 48" .70/-90 +701-90 +701-90 50-5/8' +70/-90 +701.90 +701-90 +70/.92 .70/.90• +70/-90 1• +70/4 +10'60 d :740 i 40/-9s • .74N-90 +70/-90 +70/-90 +70/-90 .70/-90 +70/. +70/-90 +701.90 +701-90 +70/-90 60" +70/-90 0/0/-90 +70/-90 .70/-92.1 +79410• +9190 •.70/-92 • +7.1410 +70/-90 +70/-90 +70/-9D *70/-90 63" +70/-90 +70/-90 +70/-9D +701-90 1 .70/-90 .70/-90 .70-90 +70/-90 +70/.90 +70/-90 +701.90 +70/-90 72" .70/-90 +70/-90 +701-90 +70/-90 1 +701.90 +70-90 .70/-90 a0/-90 +70/.90 +70/-90 +70/-90 +70/-90 76" .70-90 .701-90 +70/-90 +714-9 1. 4741.90 *j0'-90 •a0/-90 2701 -go • +70/-90 +70/-90 .70/-90 +70/-90 84" .70-90 +701-90 +70/-90 40/.92 1 1701-90 «73090 • • • • • •• • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REOUIREMENTS. • • • •• • • ••• • . ► • • • • • • • • • • • • • • ••• • WINDOW HEIGHT 1. 1 FRAME ASSEMBLY TUBE WINDOW WIDTH ADDITIONAL ANCHOR (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10" MAX -� I WINDOW HEIGHT L WWINDO WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. N_ 00 .i 00 g0 5, O_ LL 0 co off UZ O m � 8Q NV i 14 C A.11101 MILLER, P.E. P.E.e 68705 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11: Design Pressure (psi) for Single Windows, All Anchor Groups Window Width under 23" 25-15/16" 27-3/4" 30' 33-1/2' 35' 37' under 23" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 25.15118' 090/-130 +90/-130 *90/-130 +90/-130 +90/-130 +90/-130 +90/.130 38.3/8' +90/-130 +90/-130 +90/-130 +90.130 +90/-130 +90/-130 +907-130 48" +90/-130 +9d-130 *901-130 +90/-130 +90/-130 +901-130 +90/-130 505/8' +90/-130 +90/.130 +901.130 +90/.130 +90/-130 +90/-130 +00/.130 60' +9d-130 +90/.130 +90/-130 +90/-130 +901-130 +90/-130 +90/.130 63' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/.130 72' +90/-130 +90/-130 +90/-130 +90/.130 +90/-130 +90/-130 +90/-130 76" +90/-130 +90/-130 +90/-130 +90/-130 *90/-130 +90/-130 +90/-130 84' +90/-130 +90/-130 +901.130 +90/-130 +90/-130 TABLE 12: FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SGP - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN -1 /4" AIR - 3/16" HS - .090" SGP - 3/16" HS) 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) 1 WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Approved no complying with the Florida U*Idlen Code Date ►9- _•) NOAH si •'� hl ml U de Product frau By. /1 3 rn Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube Window W idh under 23" 2515118" 27-3/4" 30" 331/2" 35" 37' Anchor Group Mchor Group Ando Group Anchor Group Mchor Group Anchor Group Anchor Group A B C 0 A 8 C & D 8 C & D A B C & D A B C&0 B A,C&0 A 8 C&D r under 23" 25-15116" 38-318" 48' 50.5/8" 60" 03" +70/-90 .70/-90 +70/-90 +70/-731 +70/.90 +701-90 +70/-71.8 +/-57.3 .70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/.90 +70/-90 +70/-90 *70/.81 ./-64.8 .70/-90 *70/-90 +70/-90 +70/-90 +70/-90 +717-90 +70190 +70/-90 +70/-90 +701-90 +70/.90 +70/-90 *70/-90 +70/-90 +70/-90 +7090 +70/-90 +70/.90 +70/-90 +70/-90 +70/.90 .70/-90 +70/.90 +70/-87.8 +70/-90 +70/.90 +70/-90 +70/.90 *70'-90 +70/-90 +70/-90 +70/-90 .701-90 +70/-90 +70/-90 +70/-90 *7d-90 +70/-90 +7090 +70/-90 +70/.90 +70/-90 +70/-90 +70/-90 +70/-90 +701.90 +70/-90 +70/.90 +70/-90 +70/-90 +70/.90 +70/-90 +70/-90 +70/-90 +70/-90 +70.88.9 +70/-90 +701-90 +70/.90 +701-90 */-69.3 *1-54.3 .70/-90 *701-90 +/81.4 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-83.2 +70-90 .70/-90 +70/90 +70/-90 +70/-89 2 .70/-90 +70/-90 +70/.84.3 +70/-90 +/-58.5 +/-45.8 +70/84.7 +70/-90 +151.8 +70/-81.2 +70/-90 +70/.75.9 +70/-90 +70/-89.6 +70/-70.2 +70/-90 +701-80.3 +70/-78.8 +70/-90 +70/-75.2 +70/-90 *70/-90 +70/-71.2 +70/-90 */-55.7 */-43.8 +70/-80.7 +70/-89.5 +/•49.3 +70.77.3 +70/-90 +70-72.3 +70/-90 +70/-85.3 +7.66.9 +70/-90 +70/-76.5 .70/-74.9 +70/-90 +70/-71.6 *70/.90 +70/-89.5 ./87.8 .70/-90 TABLE 13: Design Pressure (psi) for Windows Attached 10 a Horizontal Framo Assembly Tube Window Wroth under23" 25-15/18" 27-3/4' 30' 33-1/2" 35" 3r Mchor Group Mchor Group Mchor Group Mchor Gaup Mchor Group Mchor Group Anchor Orap Mchor Group All All All All B A, C & D A B C&D A B C & D 3: under 23" +7d-90 +7W-90 * 70-90 +70-90 +70/-82.1 +70/90 +7d90 *70/-78.5 •70/-90 +70/-90 +70/-74.3 +70/-90 25-15/16" +701-90 +701-90 +70'-90 +701-9% • +4iD • *7Q'-90 • +70/18.8• +79(111 +70/-90 *70/-84 +70/-90 +70/-90 38-3/8" +70/-90 +797-90 +70/-90 +701410 +701-96 • *71-92. 570190 • 490/-90 +7W-90 +70/-90 *701.90 +70/-90 48" +70-90 +7090 +70190 +7d -9f` +7�Yry� • 4-94 • i7 • '7Q(-90 *70/-90 +70/-90 *70/-90 +70/-90 50-5/8" +70180 +70-90 +7(Y-90 60" 63" 72' 78" 64" +70-90 +7d90 +7d-90 +70-90 +70-90 +701.90 +70-90 • +7010. .701.90 +701-91 +VA +70/.90 • *71'190• ?7b0 •70.90 • • +70,290 • +70-90 +70-90 +70/-•0 P7t90 .70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +707-90 *70/-90 +70/-90 +70/-90 +701-80 +70/-90 +70-90 +7Q'90 +701-90 +70-90 +701-90 +70/-90 +70/-90 +70/-90 * 70/-90 +70/-90 +70-90 +70-90 +70-90 *7W-90 +7090 +70/90 +7b-90 • g7d10 •Nd -90 :+70'90 •70-90 +4-91 • +701-90 • • • • • +70/-901 • • • +70/-90 • • +70/-90 +70/-90 +7W-90 • • •• NOTES: • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • • • • ••• • ••• • WINDOW HEIGHT I 1 10'MAX. 1 FRAME ASSEMBLY TUBE 1 WINDOW WIDTH ADDITIONAL ANCHOR (4), IF REG. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10' MAX -r- WINDOW HEIGHT L FRAME ASSEMBLY TUBE W8.+DOW I - ADDITIONAL WIDTH F-- ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. k 01 N_ CO 0 o c) GO 6E- 8 Z *7 * No. 58705 -D 111 � •, STATE OF �\ h/,, S/QNA1_ E A. LYNN MILLER, P.E. P.E.N 59705 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 14; TABLE 15: FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB -1/8" AN) WINDOW HEIGHT WINDOW 010TH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 4ppnrrrd m 0.pi).14 0111,199 Flu, ILLI li..idirn Cale Dew_ • 811 I a ero��rldri [O�L di ilt.i i ,4:n - Window Width Design Pressure (ps0 kir Single Windows, All Anchor Groups Window Widlh under23" 25.15118" 273/4" 30" 33.112" 35" 37" Ancho Group under 23' +70/-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 8 25-15(18" +701-90 *70/-90 +701-90 +70/90 +70/-90 +70/-90 +70/-90 8 38-318" +70/90 +70/90 +701-90 +70/90 +70/90 +701-90 +70190 g,48" under 23" +701-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/90 +701.90 50.5/8" +70/-90 +70/-90 *70/-90 +701-90 *70/.90 +70/-90 +70/-90 +70/-90 80" +70/-90 +701-90 +70190 +701-90 +701-90 +70/-88.6 +70/-84.6 3 63" +70/-90 +70/-90 +70/-90 +70/-90 +701-87.2 +70/-84 +791-79.9 72" *70/-90 +70/-90 +70/.88.5 +70/41.5 +60/-70 +60/49.4 *60/47.6 76" *701-90 +70/.90 +70/-88.3 +70/-78.7 +80/-67.2 +60145.2 +60/43.3 84" +70/-90 +70/.90 +7041.3 +601-70 +80/-61.8 +70/90 +7(990 TABLE 15: FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB -1/8" AN) WINDOW HEIGHT WINDOW 010TH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 4ppnrrrd m 0.pi).14 0111,199 Flu, ILLI li..idirn Cale Dew_ • 811 I a ero��rldri [O�L di ilt.i i ,4:n TABLE 16: Design Pressure (psi) for Windows Attached to a Vortical Frame Assembly Tube Window Width under23" Window Width under 23' 25.15/18' 27-3/4' 30" 33-1/2' 35" 37' Ancho Group Anchor Grote Ancho Group Anchor Group Anchor Group Anchor Group Anchor Group All A 8 C D A B C&D B A,C13D A 8 CBD A B CBD B A,C&0 8 A,CBD A under 23" +70/-90 +70/-90 +70/-90 +70/-90 +701.90 +70/90 +701-90 +701.90 +70/-90 +70/.90 +70/-90 +70/-90 +751-90 +70/.90 +70/40 +70/-90 +70/-90 +70/.90 +70/.90 25-15/18' *70/40 +70/-90 *70/-90 +791-90 +7W-90 +75190 +70/-90 +70/-90 +70/.90 +70/.90 +70/40 +70/-90 +70/90 +70/-90 +70/90 +70/90 +70/-90 +70/.90 +70/-90 383/8' +70/90 +70/-71.6 *70/90 +70/90 +7W-81 +70/-90 +70/.90 *70/-90 +70/.90 +791-90 +701-90 +70/-90 +701.90 +70/90 +701.90 +70/90 +70/90 +7(990 +70/90 48' +70/-73.1 +/47.3 *701.90 +70/-90 +144.8 +70/-90 +70190 +70/90 *791-90 +70/-90 +70/-87.8 +70/-90 +70/-90 *70/-78.6 +70/.90 +70/-90 +70/40 +70/48.9 +70/.90 50-5/8' */49.3 +1.54.3 +70/-90 +70/90 +141.4 +70/90 +70/.90 +70/-90 +70/90 +70/40 +70/43.2 +70/90 +70/-90 +70/-74.6 +70/.90 +70/99.2 *70/.90 +70/44.3 +70/-90 80" */38.5 +1-45.8 .70144.7 +701-90 +1-51.8 +707-81.2 +70/.90 +70/-75.9 *751-90 *70/49.6 +70/-70.2 +70/.90 +70/90.3 */42.9 +70/-90 *701-75.2 +70/-88.6 +791-71.2 +70/-84.6 63' +95.7 +/.43.6 +70/40.7 +70/49.5 +/.49.3 +70/-77.3 +70/-90 +70/.72.3 +7W90 +70/45.3 +/46.9 +70/90 +70/-76.5 +99.9 +70/47.2 +70/-71.6 +70/44 +/47.6 +70/-79.9 TABLE 16: • • • • • • • • • • • • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. ••• • ••• • 1 Design Pressure (psi) for Windows Attached to a Horizontal Frame Assembly Tithe Window Width under23" 25-15118' 273/4" 30' 33-1/2" 35" 37' Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group A8 All All All 8 A,CBD A 8 CBD A e CBD ae 1 2 under 23' +70/90 +701.90 *70/90 +70/.90 +70/-62.1 +7W-90 +70/-90 +70/-78.5 +701-90 +70/-90 +70/.74.3 *70190 25.15/18' +70/40 +70/.90 +70/90 +70/.90 +7.•91-••90 +70/.90 +70/49.8 *70/40 +70/.90 +70/-84 +70/.90 +70/-90 383/8" *70/.90 +7090 +70/90 +70/-�.•. +70,-90. •*70490 • •V/4••7Q/90• * +70/.90 +70/90 +70190 *70/-90 48" *7W-90 +70/-90 +701.90 +7W-99 +709.0• +10190 • 4/0/-9L • +7.190 +791-90 +791.90 +70/-90 +7W-90 50-5/8" +791-90 +701-90 +70/-90 +70/-90 • • +70/-91j :1+70:90 4 00/4.4 +70// +70/.90 +70/40 +70/-90 +70/-90 60" +701-90 +751-90 +70/90 *70/-90• +70/009 +90090 19+701.808 11+7048.6 +7046.6 +70/44.6 +7044.8 +70/44.6 63' +70/90 +70/.90 +70/90 +70/.90 +70/-87.2 +70/47.2 +70/94 +70/44 +70/44 +70/-79.9 +751-79.9 +70/-79.9 72' *70/.95 +70/-90 +70/48.5 +70/41.5 +60/-70 +60/-70 +80/49.4 +6049.4 +60/49.4 4601-87.8 +60/47.6 +60/47.6 76" *791.90 +70/-90 +7046.3 +70/•78.7 .Ai47.2 +ft/47.2 •+60/45.2 0/45.2• +60/45.2 +801-63.3 +65143.3 +60/43.3 84' +70/-90 +70/.90 +76/41.3 160/40 460/41.8 •60/41.80 • 9 • • • • • • • • • • • • • • • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. ••• • ••• • 1 WINDOW FRAME HEIGHT ASSEMBLY TUBE 10' MAX. LADDITIONAL ANCHOR (4), IF REQ. _....1WIDTH WINDOW 1 /�� SEE SHEETS 1 & 4 FOR WINOOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10'MAX--•••-1 he - WINDOW HEIGHT L FRAME ASSEMBLY TUBE WINDOW ADDITIONAL WIDTH ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 01 N O O 01 1* O u- .0 00 riI- NZ O B Q U w to Cl r.1 Cls a a wii - z0 5 i of �w 11117/// \'c��•••GENSF•••eF,P "- S.*: No. 58705 • 3 1813 :. Cr ST TEOF •j . /0/,79, /ONAV- ,‘;-‘‘'s A. LYNN MILLER, P.E. P.E.a58705 CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 17: TABLE 18: FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 114" AIR - 3/16" AN - .090" SGP - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN) WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS ANO QUANTITIES. 212 Approved sI comply/a/4 Oh the Florida 1lulding Code R� r, ( NOAJteH j M aralD de RoJu'et Coulee! By Design Pressure (psl) fa Windows All ached toe Vodka] Frame Assembly Tube WINDOW HEIGHT ii 10' MAX. f 1 Design Pressure (peg for Single Windows, All Anchor Groups Window WIdlh under23" 25.15/16" 27-3/4' 30 33-1/2" 35' 37" t under 23' +90/-130 +90/-130 +90/-130 *90/-130 +90/-130 +901-130 +901-130 25-15/16" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 383/8' 48' B +90/-130 +90/-130 +901.130 +901-130 +901-130 +901-130 +90/-130 B +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 *90/-130 50-5/8' +901-130 +901-130 +90/-130 +90/-130 +90/-130 *90/-130 +90/-130 80' +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 63" +90/-130 +90/-130 +60/-130 +90/-130 +90/-130 +951-130 +901-124.6 +90/-130 72' *901-130 *901-130 +90/-130 +901-130 +90/-130 +901-115.7 76" +90/-130 .901-130 +90/-130 *901-130 +901-126.2 *90/-118.7 +901-109.8 84' +90/-130 +901.130 +90/-130 +90/-130 +801-118,4 +70/-90 +70.90 TABLE 18: FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 114" AIR - 3/16" AN - .090" SGP - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN) WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS ANO QUANTITIES. 212 Approved sI comply/a/4 Oh the Florida 1lulding Code R� r, ( NOAJteH j M aralD de RoJu'et Coulee! By TABLE 19: Design Pressure (psl) fa Windows All ached toe Vodka] Frame Assembly Tube WINDOW HEIGHT ii 10' MAX. f 1 Window Wirth under 23" 25.15116" 27.314" 30" 33-1/2' 35" 37" Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A 8 C 0 A 6 C&D 8 A,C&D A B C&D A B C80 B A,C&0 A B C&D r A E50-510 under 23" +70/-90 .70/-90 +701-90 +70/-90 +70/-90 *701-90 .70/-90 +701-90 .701-90 +70/-90 +701-90 +70/.90 .70-90 +70/-90 +701-90 +701-90 .70/-90 .701-90 +701-90 +701-90 20.15/18" .70/-90 +701.90 +701.90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +701.90 +701-90 +7(990 +70/90 +701-90 .701-90 +70/-90 +701-90 +70/-90 38-3/8" +701-90 +701-71.8 +701-90 +701-90 .70/-81 .70/-90 +70/90 +70/-90 +70.90 +70/-90 +701-90 +70.90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-80 +70/-90 48" .70/-73.1 +/.57.3 +70190 +701-90 +/.84.8 .7040 +701-90 +70/-90 +70-90 +701.90 +701.87.8 .701-90 +70.90 +70/-90 +701-90 +701-90 +70/.90 +70/-90 +701.88.9 +70/-90 +701-90 +/.89.3 */.54.3 +701-90 .70/.99 +1.61.4 .70/-90 +711-90 +70/-90 +701-90 .701-90 .70/-83.2 .70/-90 +701-90 .70/-90 +701-90 +701-862 +701-90 +701-90 .701-84.3 +701.90 60" +/-58.5 +1-45.8 +70/-84.7 +70/-90 +/-51.8 +701-81.2 +7090 +701-75.9 +70/.90 +701-89.6 +701-70.2 .70/-90 +701-80.3 +70/-78.6 +701-90 +701-752 +701-90 +70/-90 +701-71.2 +70/-90 83" +/-55.7 ./-43.6 +701.80.7 +701.89.5 ./-49.3 +701-77.3 .701-90 +701-72.3 +701-90 +70/-85.3 +1-68.9 +70/.90 +701-76.5 +70/-74.9 +701-90 +701-71.6 +70/-90 +701.88.5 +/.07.8 +70/-90 TABLE 19: • •• NOTES: • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • ••• • • • • ••• • Design Pressure (psi) for Windows Attached to e Horizontal Frame Assembly Tube WINDOW HEIGHT ii 10' MAX. f 1 WIndow Width I WINDOW WIDTH under23" 25-15116" 27-3/4" 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All M All All B A,C&D A B C&D A B C&D i48" under23" +70-90 +701.90 +70/-90 +70/-90 +770/-82.1 +701-90 *701-90 +70/-78.5 +70/-90 +70/-90 +70/-74.3 +701-90 25.15!16" +70/.90 +70/.90 +701-90 +704pe • +'01 • +4.9.4. ‘70,,..N,• IlL,38-318' 147w-ou +70-90 +70/-84 *701-90 +701-90 +701.90 +70/.90 +701.80 +70140 +70/. •741/.8011 •*70!90 • •70/-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +701-9r 4 *7(1- • 4-4 •+70r9s: .771/go +70/.90 +70/-90 *70/.90 +70/-90 505/8" +701.80 +70/.90 +70/.90 +70MP atom •10-90 +70190 • 10701-90 *701-90 +70-90 +70/-90 +701-90 60' +70/-90 +70/.90 +70/.90 +70/-90 +70/-90 +701-90 +701-90 +70/.90 +70/-90 +70/.90 .70/-90 +701-90 83" +70/-90 +70/.90 .70/-90 +70/.90 +701-90 +791-90 +70/.90 +70/.90 +701.90 +70/-90 +701-90 +701-90 72 +70/-90 +70/-90 +701.90 +Y1/-90 404y0/-90 $70/-90 +701-90 6 +70/.9% +70/.90 .70/-90 +701.90 *101.90 76' .701.90 *70/-90 +70/.90 •.70140 •+70/-90 • +18/-991 1+701.901 670/10 +70/.90 +701-90 +70/-90 +70/-90 84" +70/-90 +70/-90 +701-90 - j(9 0 •+701-p a $704 :• • •. • • I • •• NOTES: • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • ••• • • • • ••• • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10' MAXI-�- WINDOW HEIGHT L FRAME ASSEMBLY TUBE WINDOW r� ADDITIONAL WIDTH r- ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR OCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 2 J O w NIa.Q co z°U `o (.D co 00 1* Z 2 g r JO r LL o __ d0 ii 0o a o �O) U) LLI re M 0 MaZI co Z Y w co d z Io wD m°; )O 6 oQ w 8.tQr`U Clu0 o-) 00 zU 4 1 re^ a n 0*1NV o 0n =Um0 w Fza� off° o nOZ Z `1111111 Ile! \\\`00 LYNN A91��1��.�: '``\\•' 'GENS '•. FeF' * ' (10.58705 :w STATE OF �'7/,S/ONA1- ;\‘s‘ /111111 11. A. LYNN MILLER, P.E. P.E.8 58705 CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • a • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. i 1.4,__ WINDOW HEIGHT ii 10' MAX. f 1 I WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10' MAXI-�- WINDOW HEIGHT L FRAME ASSEMBLY TUBE WINDOW r� ADDITIONAL WIDTH r- ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR OCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 2 J O w NIa.Q co z°U `o (.D co 00 1* Z 2 g r JO r LL o __ d0 ii 0o a o �O) U) LLI re M 0 MaZI co Z Y w co d z Io wD m°; )O 6 oQ w 8.tQr`U Clu0 o-) 00 zU 4 1 re^ a n 0*1NV o 0n =Um0 w Fza� off° o nOZ Z `1111111 Ile! \\\`00 LYNN A91��1��.�: '``\\•' 'GENS '•. FeF' * ' (10.58705 :w STATE OF �'7/,S/ONA1- ;\‘s‘ /111111 11. A. LYNN MILLER, P.E. P.E.8 58705 CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • a • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 20: Item Dwg. # Description Material 1 7002 Main Frame Head, 5111 & Jamb 6063-T6 Alum. 2 7071 Anchor Plate 6063-16 Alum. 3 7003 Sash Top, Bottom & Side Rail 606346 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187"x.275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, WWc=24" Steel 16 7027 Maxim Dual Arm Operator, W W>24" Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider (Dual Arm) Steel 22 7023 Egress Hinge (Heavy Duty), Manuf. by Truth Steel 23 7050 Egress Hinge/Washable (HD), Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steel 31 Dura Seal Spacer Steel 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM 35 7036 Lama Bead 8 6063-T6 Alum. 36 7042 Lami Bead C 6063-T6 Alum. 37 7059 Lami Bead D . 6063-T6 Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) FIex PVC 70 50 Dow 899 Silicon Back bedding 60 7006 Screen Frame 3105-H14 Alum. 61 7040 Screen Corner Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add-on Flange 6063-T6 Alum. 71 7004 Frame Assy Tube 6063-T6 Alum. 80 #8-32 x 1/2" Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1157 #8 x 1/2" Ph. Pn. SMS Stainless Steel 82 #8 x 5/8" Fl. Ph. SMS Stainless Steel 83 •• #8 x 7/8" Fl. Ph. SMS • ••• • • Sta•k:m.34 0 84 #8x1"Fl. Ph. TEK •• Slalll•sjslt 85 #8 x 1" Quad Pn SMS • Stades• Steel 86 87 #8 X 1-1/2" Quad Pe SMS • • •STaIAiese stn/ #10x 1/2" Ph. Pn./TEK Stainless Steel 89 #10-24 x 9/16" Ph. Pn. TYPE F Stainless Steel 90 #12 x 1" Ph. Pn. TEK _ • • • SStalniess *teal ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS REQ0 RED PER TABLE 3, SHEET 4 0 lIIiI%.4l SASH CORNERS • • • •• • • ••• • • • • • • • • • •• • • • • • • rt • • • • • • •• • • • • • • • • •• • • • • ••• • ••• • ••• • • • • • • • • • FRAME CORNERS INTERIOR % `,, .,o,y1LYNNIA.,..e,�i�: Q4'��•.• \,1C,ENSF ''.FAQ , *:• ''.* N0. 58705 �D':a 3r$�13 .puri= STATE OF ..'40. ` �'71/4iS,`S/O/NA11L1 � ���� A. Ly/iNti(ILLER, P.E. P.E.# 58705 .062' NOM. 439' 2.784' 2.919' OFRAME HEAD, SILL & JAMB #7002, 6063-T6 .095' 1.368' 1' J OANCHOR PLATE #7071, 6063-T6 706' .050' 1...--'''j�p� gam. 35 BEAD B #7036, 6063-T6 .172' .050' k— .589 0 37 BEAD D #7059, 6063-T6 .434' II ��O M. ILL4� NOM. 1.159— 2.139' 3 SASH TOP, BOTTOM & SIDE #7003, 6063-T6 60 .040' .423' FIXED SCREEN FRAME #7006,6063-T6 .523' —4-- .050' 36 .885' --7 BEAD C #7042, 6063-T6 .125' 1.124' �— 2.701' .093' 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 re - 2.20 .093' .093' 1 CDADDON FLANGE #134, 6063-T6 Revised By: Dote: Revision: Revised By: Date: Revision: Approved es complying with We F'Oridn IIlddln C Dalc ode fyA# � M( ,nil Dade Product 'control 0)41'. 1070 IECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: BOM AND CORNER VIEWS Title: CASEMENT WINDOW DETAILS - LM CERT. OF AUTH. #29296 s.,1.04odel: Scala: Sheet: CA -740 NTS 10 OF 10 Drown By: J ROSOWSKI Dole: & SM 08/08/12 browing No. Rev: MD-CA740-LM ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "AW -740" Aluminum Awning Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product.. • • • • • TERMINATION of this NOA will occur after the expiration date or if there has•1neti $ revisigti c •change . • in the materials, use, and/or manufacture of the product or process. Misuse of thi4,41P4 as attppdpjsemeigt...;. of any product, for sales, advertising or any other purposes shall automatically ten -irate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of 9A. • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Wilda, arid:'•. followed by the expiration date may be displayed in advertising literature. If apyportion o tj1e}IOA 's displayed, then it shall be done in its entirety. •• • INSPECTION: A copy of this entire NOA shall be provided to the user by the • inantitTiu2ter or its • • •• • distributors and shall be available for inspection at the job site at the request of tha3taling Official. • • This NOA consists of this page 1 and evidence page E-1, as well as approval docutrient nnentioad ab ve. • The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy MIAMI•DADE COUNTY APPROVED NOA No. 12-1218.07 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page 1 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-AW740LM, titled "Awning Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series CA740P alum. projected (awning) window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7061, dated 10/03/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemoura'&'So., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, a ptripg on 0.1/14(17. • . . .... • F. STATEMENTS • 1. Statement letter of conformance, complying with FBC 20 j6; ti ed Dem -riper 14, • 2012, issued by manufacturer, signed and sealed by Anthony LAhh'Miller, T':1 • • 2. Statement letter of no financial interest, dated Decembex•.1,4,2012,,,,isged by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • •' 3. Proposal No. 12-1499 issued by Product Control, dated July 131•, 201f..ligned by••:• Manuel Perez, P.E. ' • G. OTHER 1. None. E-1 •• • • . ... .. • Manuel Perez, Product Control Ex NOA No. 12-1 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 nmer • 1 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT AWNING WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS ANO CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL W UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM 51300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 60' WIDTH 53" VISIBLE LIGHT WIDTH (DLO) NO ANCHOR PAIR REQ'D IF WINDOW IS 27.7/8' WIDE OR LESS (HEAD & SILL) 19' MAX. O.C. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESP•I'4DIN• • • TO THE REQUIRED DESIGN PRESSURE. THE 33-13% STRESS INCREASE HAS NOT BEEN USED IN THEA€SIGN • • OF THIS PRODUCT. THE 1.6 LOAD DURATION FACT% • • WAS USED FOR THE EVALUATION OF ANCHORS4• • • WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. • • • • • • • 4" MAX. m 6 SEE r-0- SHEET 2 12' MAX. FOR UNITS OVER 39' TALL OTHERWISE 4' MAX. T 39 - HEIGHT A, SEE SHEET 2 32 - VISIBLE LIGHT HEIGHT (DLO) 6' MAX. 23" MAX. O.C. IP g — - �— 4" MAX. USE ANCHOR PAIR FOR UNITS OVER 27-7/8' WIDE (HEAD & SILL) TYP. ELEVATION OF AWNING WINDOW TABLE 1: 01839 Types Sheet # 1 5/18" Lami (118" An - .090" PVB - 1/8" An) 6 - / / 6 3 / } / / / \ \ \ 8 6 7/8" Lami. 10 (3/16" An - 1/4" Air - 3/16" An - .090" SGP - 3/16" An) 9 6 12' MAX. FOR UNITS OVER 39' TALL OTHERWISE 4' MAX. T 39 - HEIGHT A, SEE SHEET 2 32 - VISIBLE LIGHT HEIGHT (DLO) 6' MAX. 23" MAX. O.C. IP g — - �— 4" MAX. USE ANCHOR PAIR FOR UNITS OVER 27-7/8' WIDE (HEAD & SILL) TYP. ELEVATION OF AWNING WINDOW TABLE 1: 01839 Types Sheet # 1 5/18" Lami (118" An - .090" PVB - 1/8" An) 6 2 7/16" Lami (3/16" An - .090" SGP - 3/16" An) 6 3 7/8" Lami. 10 (118" An - 7/16" Air - 1/8" An - .090" PVB - 1/8" An) 7 4 7/8" Laml. 10 (118" T - 7/16" Air - 1/8" An - .090" PVB - 1/8" An) 8 6 7/8" Lami. 10 (3/16" An - 1/4" Air - 3/16" An - .090" SGP - 3/16" An) 9 6 7/8" Leml. 10 (3/18" T - 1/4" Air - 3/16" An - .090" SGP - 3/18" An) 9 • • • • • •• •• • 9) REFERENCES: TEST REPORTS FTL-7061, 579?3580. 3724; ELCO ULTRACON NDA; ELCO CRETE HOA; • ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADW • ALUMINUM DESIGN MANUAL. • • • • • • • •• GWEIi4L VOTf•S • 1 ELEVATION • •.• 1 GLAZING DETAILS 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFVATIONS 4 WHIP QUA5 ITIGS...• • 4 DIGIGU PRESUMES .....•.....a 5-9 ASBEMBLNDETARS/B0111 R 10 • • • • • • • ••• • (1 1 lYNNA47 � ����GENSF (`c'P /'moi * No.58705 5/16' LAMINATED GLASS STACK 'Ur ANNEALED GLASS EXTERIOR a .090' DUPONT BUTACRE PVB 1/8' ANNEALED GLASS 11/16' GLASS BITE GLASS TYPE 1 7/8' NOM. GLASS STACK 7/18'AIRSPACE 1/8' AI.IEALED OR TEMPERED GLASS Q GLASS U II 1 �•e• I 11/18' GLASS BITE fr• EXTERIOR 7/8' NOM. GLASS STACK 1/4'AIRSPACE 3/16' ANNEALED OR TEMPERED GLASS 7/1LAMINATED GLASS GLASS STACK r GLASS TYPES 2 5/16' L S GLASS STACK Ur ANNEALED GLASS .090' OUPONT BUTACITE PV8 1/8 -ANNEALED 31 GLASS TYPES 3 & 4 7/16' LAMINATED GLASS STACK 3116' ANNEALED GLASS .090' DUPONT SOP 3/16' ANNEALED GLASS 11/16' GLASS BITE GLASS TYPES 5 & 6 cr OF W: Qom'•., . FCOR10�•'• c\ '- A LYNN MILLER, P.E. P.E.A 58705 Revised By: Dote: Revision: Revised By Date: Revision: 455/0774 Al complyleg 1TIth the Florida Ihildla� Codi Dais MOAN F.- MI nil Gde PrndnGint0.71 Oy' 1070 TECHNOI OGY DRIVE N. VENICE, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 Description: GENERAL NOTES & ELEVATION J ROSOWSKI Tille: AWNING WINDOW DETAILS - LM & SM Dote: 08/08/12 CERT. OF AUTH. X29296 Series/Model: AW -740 Scale: NTS Sheet: 1 OF 10 Drawing No. MD-AW740LM Rev: • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • INSTALLATION OPTION 1 INSTALLATK)N ANCHORS INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 EDGE DISTANCE FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. JAMB HARDWARE WINDOW HEIGHT BUCK HEIGHT VISIBLE LIGHT HEIGHT (DLO) 111171. - tror EDGE EDGE DISTANCE EMBEDMENT O0 m (537) O (10o O O � Ir ©'•�i 1111®. ATTACHEDO I Q FRAMEMEJAMB [ r. . 22 ATTACHED TO FRAME &VENT JAMB J 0 ATTACHED TO VENT JAMB 38 39 EXTERIOR a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. TYP, ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB ATTACHED TO FRAME JAMB ATTACHED TO FRAME JAMB liAD AEss/1 .9,4 rein CONCRET! t PER ANCHOR REQUIRE . T • • • .• ° .•. a 0 CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE DISTANCE EMBEDMENT INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 114• MAX SHIM s' o Go �ci -7 L1111.4%1 .41.11 a•r N II I I ATTACHED TO VENT SILL BUCK WIDTH INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. I I ATTACHED TO FRAME SILL I ATTACHED TO VENT SILL VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH OPTIONAL ADOON FLANGE © HEAD, SILL & JAMBS SEE DETAIL A1, BELOW NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4'. •1 ; *v eat • • UcgSTRIP, • • • EE NATE 2, i 81415 MA SHEET. 4 MA • 1 XSHIM •". .._ vABE0MiNT t;. • • p • • • F • • • • • • • ••• • • ' RT10)4L SEc! ION B -B HORIZONTAL SECTION A -A /�\ r / Q \\ r-�` y1 /� \ Sv- -►1 1-4- 10' MAX -+• SEE DETAIL A2, BELOW NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side 01 the Frame Assembly Tube (FAT) i_ a Window Widh Anchor Type A Et, C&D 'B 17" -22.9" 0 0 Q. 23" . 25.9" 0 1 26"+ 1 1 I- Window Anchor Type if Height A B, C & D " 17" • 22.9" 0 0 'i 23" - 25.9" 0 1 Y 26". 1 1 812 STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR - STEEL STUD. EXTERIOR VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 \( LYNN A9/( -/ *i No. 58705 SPD''•. SfA EL A. LYNN MILLER, P.E. P.E.868705 Revised By: Dote: Revision: Revised By: Dote: Revision: Approved as contplylaa wills the Florida Aling ode Date hi (eml Dade -Product Cent 1 By 1070 TECHNOLDGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: GENERAL NOTES & ELEVATION Title: AWNING WINDOW DETAILS - LM & SM CERT, OF AUTH. H29296 Series/Model: AW -740 Score: NTS Sheet: 2 OF 10 Drown By: J ROSOWSKI Dote: 08/08/12 Growing No. Rev: MD-AW740LM 3 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AWNING (X) FA WINDOW ///\ HEIGHT V// WINIDTHDOW —�1 WImo' 740 SERIES AWNING EXTERIOR WINDOW FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS'. 4) DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 6) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 8) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. AWNING / AWNING (XX) FIGURE is H.-10 , SEE NOTE 7, THIS SHEET /`C....CO F //\ / [/ 740 SERIES AWNING WINDOW FRAME 74 ASSEMBLY NI NS TUBE WINDOW 10', SEE NOTE 7, THIS SHEET MIN. # 12 X 1' SMS THROUGH INSTALLATION HOLES ;IJI'a1i: 740 SERIES AWNING EXTERIOR WINDOW n FRAME ASSEMBLY TUBE HORIZONTAL SECTION C -C 740 SERIES AWNING WINDOW AWNING / CASEMENT / FIXED CASEMENT (XXO) MIN.# 12X 1' SMS THROUGH INSTALLATION HOLES FIGURE 2: L 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES —CASEMENT —� WINDOW ►E FRAME ASSEMBLY �E TUBE 740 SERIES \ FIXED WINDOW' 'SEE PRODUCTS NOA FOR INSTALLATION SPECS EXTERIOR 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW 740 SERIES CASEMENT WINDOW EXTERIOR a FRAME ASSEMBLY TUBE MIN. #12X 1" SMS THROUGH 6) THE FRAME ASSEMBLY TUBE IS NOT INSTALLATION HOLES REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 4pptoved as complying wlIh Ik. Flo, Ido yBuldInOCodR Bate NOAN Minmi Dede Pmduc1 0 111 FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE WINDOW DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 -SERIES PRODUCT (CASEMENT. AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62' IN LENGTH (AS USED IN A 83' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 740 SERIES FIXED CASEMENT WINDOW FOR EACH WW4i0VMVEVICCLLY O HOIVZOtITALL'.C.pMBINED ASSEMBLY: VERTICAL SECTION D -D VERTICAL SECTION E -E 1) DETERM4•IE EACH INOIVIDU&IjMNVOV�TYQE, SI•)ZEP.ND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. • •• • • • • ••• • 2) FROM SHEENS 5-9, FIND T•IE BI1ER( FOR Y•UR46LASS 1•'PE. •• ••• •• • • • •• 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE' OR 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE", DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NQT swiveletouND us TO THEj4EXT AVAIL3BLE WIgTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. • • • • • • • • • • • 4) USING THE TARE LABELINI "IMNDOWANCHORIS REQUIRED•(TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WMSOW. • • • •• • • • • • • • • •• • • • • 5) INS'rACL4AS PER THE INARerIONS•ON SHEETPS -S. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. # 12 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Addilonal Anchors Required on each Side d the Frame Assembly Tube (FAT) F Window Anchor Type < Width A B, C & D u 17" . 22.9' 0 0 V, 23" . 25.9" 0 1 26". 1 1 1- Window Anchor Type if Height A B, C& D 7' 17" - 22.9" 0 0 23"-25.9" 0 1 26"+ 1 1 (NI co O n 0 o � 2 0) o(j 2 J CO o H vz D Pte.: .• �1GENSF �'•. F.Q *I. No. 58705 _ -1) '3718413 .1 0STAT' <L/ �.i:' ••.T'L ORIOP. ..••\`., NAI 0. LYNN MI9LEyt; )+'.E. P.E.N 68706 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: Window Anchors Required Anchor Window Width (in) under 23' 25-15/18" 27-7/8" 30-3/4' 32' 34' 37' 46' 53-1/8" 60" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A 8 C&D A B C&D A B C&D A B C&D t under 23' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 r 2 HeadlSill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 6 6 4 25-15/16'Jamb 2.85k Concrele 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/S81 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 6 4 8 6 4 39„ Jamb 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 6 6 4 6 8 4 50.518' Jamb 4 5 4 4 5 4 4 5 4 4 6 4 5 8 4 5 6 4 5 6 4 6 6 4 Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 6,3" Jamb 5 8 4 5 8 4 5 7 4 6 7 4 6 7 4 8 7 4 6 7 4 Head/SiN 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 63" Jamb 5 6 4 5 7 4 8 7 4 6 7 4 6 7 4 8 7 4 6 7 4 Head/SIN 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 8T Jemb 5 7 4 6 7 4 6 7 4 6 8 4 6 8 4 6 8 4 Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 72' Jamb 6 7 5 6 8 5 6 8 5 7 8 5 7 8 5 Heed/SiN 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 78" Jamb 6 7 5 7 8 5 7 9 5 7 9 5 Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 84"Jamb 7 8 5 7 9 5 8 10 5 Head/Sill 2 2 2 2 2 2 2 2 2 USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH 014 HEIGHT DIMENSION SHOWN ON THE TABLE. TABLE 3: Group Anchor Substrate Min. Edge Distance Min. O.C. Distance MO' Embedment Anchor Plate Required? A 1/4" steel Ultrecon Hollow Block 1" 6" 1-1/4" No 914, steel SMS (G5) or N14, 410 SS SMS S. Phe 5/8' 1" 1-3/8" No 6063-T5 Alum. 3/8" 5/8" 0.050 No A36 Steel 3/8" 5/8" 0.050 No A653 Stud, Gr. 33 3/8" 5/8" .035", 20 Ge. No B #12, steel SMS (G5) or N12, 410 SS SMS S. Phe 5/8" 1" 1-3/8" No 6063-75 Alum. 3/8' 5/8" .050" No A36 Steel 3/8" 5/8" .050" No A653 Stud, Gr. 33 3/8' 5/8" .035", 20 Ge. No C 1/4" steel Ultrecon 2.85k Concrete 2-1/2" 4" 1-318" No 2.85k Concrete 1" 4" 1-3/4" No Hollow Block 2-1/2" 5" 1-1/4" No 812, sleet SMS (G5) or#12, 410 SS SMS S. Phe 5/8" 1" 1-3/8" Yes 6063T5 Alum. 3/8" 5/8" 1/16" Yes A36 Steel 3/8" 5/8' .050' Yes A853 Stud, Gr. 33 3/8" 5/8" .045", 18 Ga. Yes D #14, steel SMS(G5) or#14, 410 SS SMS S. Phe 5/8" 1' 1-3/8" Yos 6063-T5 Alum. 3/8' 5/8" 1/16' Yes A36 Steel 3/8; •• -4P" • Yt�s 4 A653 Stud, Gr. 33 48" 518" • .015",48 C. • Yqp 4 1/4" steel UItmcon 2.85k Concrele 1" 4' • •314" • • Ys 4 2.85k Concrete 2-1I" 40 • • 1.18" • • Y� • 4 Hollow Block • 2.4/i r • •5' • . •• Ile s • • Y • Filed Block 2/ 4r T-374* Yes 1/4" 410 SS CreteFlex 3.35k Concrete 1" 5" 1-3/4' No Hollow Block 2-1/2" 5" 1-1/4" No 5/16" steel UBrecon 3.5k Concrete •1-1/4"•.. •5" 3J/4' • No Hollow Block 4 3Q/8" • 5" • Ilya' • • No • Filled Block 4 2-1/2" • 5' • 1-3/4" • • No NOTES: • • • • • 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THBliNS BEYOND ANY ISBIAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" ANNEALED SOP LAM. GLASS. 1/4" MASONRY ANCHORS INTO CONCRETE, +70/-80 PSF DP REQUIRED, NO ANCHOR PLATE AWNING ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A OP OF +701.90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2, 4 ANCHORS ARE REQUIRED IN EACH JAMB. C) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS ( SEE SEPERATE NOA): A MOM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-83.1. • E) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR ANO SUBSTRATE II DeSED AND DOES NOT REQUIRE THE ANCHOR PLATE. LlftROM TABLE 2B, 5 ANCHORS ARE REQUIRED IN EACH JAMB. C) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. • D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. • EPR LES ON SHEET 2. INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY • • TU SI OF THE FIXED CASEMENT (HEAD & SILL). ••• • TABLE 4: approve: ns complying with the Fry0A#lorido I� uldinp Calc Dote • r Atenol Dade Product.Cea� Head Snubber Locations 10' 4" Glees Type: PVB (Types 1, 3 & 4) i SGP (Types 2, 5 & 6) None 20' max. from each end Required & 20" max O.C. SAMPLE CONFIGURATIONS: EVV\ O 1 f O O °d O \) f O /tX` t 14"I _ 10' 4" 10" _-_-_n 4'1 I- II., i; ILII 111 r 17.67' 31' l _ IF --A •, / \ 1�1 �! I ' V 1 20' u+. 20" 0 4 ll 48" 25"I S N vt- CO O a CO 13.25" rc 0 Z W 0 .0,0 8Q 2 o(S J s 1— f8 Z CERT. OF AUT -I. #29296 \\s' 1tIYNN \'��..•\CENSE''�F�Q FS:•* * ' No. 58705 o'Gt 3 rg L STATE OF . W� ,2 ,LORIOP•'' �\�� i l!STOI LSP.c. P.E.# 50705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5: TABLE 6: FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN) L WINDOW HEIGHT 1 �WINDOW� .710TH Design Presque (pal) 1v Single Windows, Al Anchor Groups Window Width Window Width under 23' under23' 2516/16' 27-7/8' 30-3/4' 32' 34' 31' 46' 63-1/8' 60' under 23' +701- 90 .701- 93 970/.90 +701.90 4707- 93 +707.90 +707.90 +701- 90 +701.90 +701.90 2516/16' +707. 90 .701- 90 +70/.90 .701- 90 +701- 90 +707- 00 +70/- 90 +707- 90 .70/- 90 +701- 90 39' .70/- 90 *704 90 +707. 90 +707- 90 +70/- 90 +701- 90 +707 90 +70/- 90 +70/-81.1 +701-71.2 50.978' .707- 90 .70/- 90 *707. 90 .701- 90 +707- 90 +70/- 90 .70/-89.2 +701.77.9 2515718' +701-90 93' *707- 90 +704 90 .707. 90 .701-08.5 .70183.7 .701.79.6 +70/-74.3 *70140 +701-90 .707-90 63' .70/- 00 .704 00 +70/. 00 +70/82.3 .70/49.4 +70/.766 .70/. 70.1 +701-90 +701-79.7 .707-90 67' .707- 90 .701- 90 +70/- 63.5 .70/- 78.3 .701. 73.4 •/. 69.4 +70740 +707-81.1 +701.71.2 60318' 72' *704 90 *70/87.2 +701- 77.4 +1- 69.3 .7- 65.4 .70/-90 *707-90 +707-89.6 *70/40 +70/40 76' .707- 90 1797- 64.6 .701- 76.2 +7- 65 g 00' +/-68.5 +/-45.8 +70784.7 +70/40 *151.8 84' +704 90 .701- 60.4 *70/. 70.8 +707-08.6 +70/83.7 .707-79.6 *70+74.3 +74090 +701-80 +70/60 TABLE 6: FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN) L WINDOW HEIGHT 1 �WINDOW� .710TH TABLE 7: SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 10' MAX. -rel I_ L WINDOW HEIGHT FRAME ASSEMBLY TUBE }I I_� I WINDOW WIDTH ADDITIONAL ANCHOR (4). IF REG. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Design Preseue (pal) for Windows Allache0 to a Vedic& Frame Assemdy Tobe Window Width 7T IL_II_� under 23' 2575918' 27-719' 30314' 32' 34' 37' 48' 63118' 60' Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Glow Archer Group Anchor Group A ' 8 C 0 A B CBD A, C B D B A9 All All All All A9 AB under 23' +70/-90 +70/40 +70-90 .701-90 .701.90 +70/-90' +70/40 .707-90 +70/.90 +70/90 +70/-90 *70/40 +70/.90 .70180 +70490 +707-90 2515718' +701-90 +70/-90 +70/.90 .701-90 +70/40 +70-90 .701-90 +70/-90 +701-90 *70140 +701-90 .707-90 *70/40 .70/-90 +701.90 +70/.90 ))) 39' +70/89.9 +701-70.6 +70/40 +701-90 +701-79.7 .707-90 +707-90 +70/.90 +70140 *701.90 .70/.90 .70/-90 +701-90 +70740 +707-81.1 +701.71.2 60318' +489.3 +7.54.3 +70/40 *70/40 +141.4 +70-90 .70/-90 *707-90 +707-89.6 *70/40 +70/40 .70740 +70/-89.2 +70/-77.9 +7540 +70749.9 g 00' +/-68.5 +/-45.8 +70784.7 +70/40 *151.8 +70/41.2 +707-90 +707.90 +707.756 +707-08.6 +70/83.7 .707-79.6 *70+74.3 +74090 +701-80 +70/60 63' 4135.7 .143.6 +70/80.7 .70189.5 .149.3 +70.77.3 +70140 +707.90 +70/-72 +70/432.3 *70/-79.4 +707-75.6 +707.70.1 I 60' 470140 TABLE 7: SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 10' MAX. -rel I_ L WINDOW HEIGHT FRAME ASSEMBLY TUBE }I I_� I WINDOW WIDTH ADDITIONAL ANCHOR (4). IF REG. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • NOTES: • • • • • • • • • 7) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIOUI 11 S. • • • • • • • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. /,9 4PPlovod a1 eamplylag with the Florida ulding Cale Date 1 Iy0A9 1111nm111 de Product Co, FRAME WINDOW ASSEMBLY HEIGHT TUBE f �Ia 10•.+}r ADDITIONAL I WINDOW 1 ANCHOR WIDTH Yr' (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. rc 0 N co O co o°O �Z ttt 1111 CERT. OF AUTH. #29296 l+ \‘',‘at LYNN 4,k;/70, * No. 55705 u• is C6_ STATE OF // S/ONA\- I1j 1, 171 A LYNN MILLER, P.E. REX 68705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Dm19n Pmsslre (psi) br Windows A1lached to a Horizontal Frame ABSGnl y T1Oe Window Width u58r23. 2615/16' 27-715 303/4' 32' 34 37' 46' 53-1/8' 60' Mother Group Arc101 Groep Anchor Group Anchor 1010 Anchor Group Anchor Group Awl-to/Group Anchw Glop Are 10( 01019* AnchO0 Gray Al A8 All A,C8D 8 ACED 8 A,CBD 8 A 8 CBD A 8 C&0 A B COD A 8 C 0 u14er23' +707-90 *70140 +70740 .70/40 +707894 +707-90 *70/459 .70140 +70/40.9 +70140 +70-74.3 .70'40 +70'-76.3 *7897 +74-90 486 +/81.7 +70140 *758.6 *7-45.8 4701-84.7 +70/40 2515/16' +70/410 +70/40 +70/-90 +70/40 +74040 +70/-90 +70/90 +701.90 +701-90 +70/44 +70/.90 *7540 .1816 +70/40 +7(940 +758.5 +70/80 +701-90 +/31.6 +70/81.2 .70190 +70140 p 39' +707-00 +70/90 +70/90 +70/40 +70'90 +70140 +70190 +701-90 +70140 +70'40 +701-90 +7540 +70749.9 +70/48.1 +70/43 +701 -77.9 *1 81 .701-81.1 //480 +/54 +70.71.2 +701-71.2 D/ 605/8' 4701-90 +70150 +70140 +70/40 +74090 +701-80 +70/60 +70/-00 +70/00 +70/80.2 +70'402 +70489.2 +70/-77.9 +701-77.9 +701-77.9 I 60' 470140 +70/90 +70'90 +70746.5 470145.5 +70/53.7 +79743.7 +707-79.6 4701-79.6 *707.74.3 470'-74.3 +70/-74.3 g 63' +707-90 *70/90 +70190 +701423 +70742.3 +701-794 *70/-79.4 +701-766 +701-76.6 +701-70.1 ♦701-70.1 .70/-70.1 sr +707.10 +70/40 470/43.6 +70/76.3 +70476.•7(v -`i 4,170/.71 4 4/-69.4 • +7891 • • ro 72' +707-90 +70/87.2 470/-77.4 +759.3 ./8&3 *145.4 g/4%1 • • • • • • 76' +71/-90 +70/446 470/-752 +1.65 +/4r• • 9 • • • • • • 64' +70/-90 470/80.4 *70/70.8 • •I• • • • • • • • r - •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • NOTES: • • • • • • • • • 7) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIOUI 11 S. • • • • • • • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. /,9 4PPlovod a1 eamplylag with the Florida ulding Cale Date 1 Iy0A9 1111nm111 de Product Co, FRAME WINDOW ASSEMBLY HEIGHT TUBE f �Ia 10•.+}r ADDITIONAL I WINDOW 1 ANCHOR WIDTH Yr' (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. rc 0 N co O co o°O �Z ttt 1111 CERT. OF AUTH. #29296 l+ \‘',‘at LYNN 4,k;/70, * No. 55705 u• is C6_ STATE OF // S/ONA\- I1j 1, 171 A LYNN MILLER, P.E. REX 68705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IL I TABLE 8: TABLE 9: FOR GLASS TYPES: 2) 7/16" LAMI (3/16" AN - .090" SGP - 3/16" AN) WINDOW HEIGHT T �.WINDOW� I WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. D sign Pressure (peg for Single Windows, Al Anchor Groups Window Width Window W1dih urger 23' under23' 25.16/16' 27-7/8' 30-3/4' 32' 34' 3T 46' 53.1/6' 80' under 23' .907130 +90/-130 +90/-130 +907130 +90-130 *90/-130 *91.130 +90-130 *901.130 *90/-130 2816116' .90-130 .90-130 .901-130 .90.130 +90.130 090-130 +90.130 +90.130 +907130 +90/.130 39' 480/-130 +90/-130 190/-130 *90/.130 +90-130 *90-130 *90/.130 *90-130 +90-130 0907126.8 I. 50-N8' *80-130 *90-130 .90.130 +90/-130 .901-130 .90/-130 +90-130 490-130 +701-90 *70-90 60' +90/-130 490-130 .90-130 .907130 .90-130 .90.130 *90/-130 +70.90 +70.90 +70-90 63' .01-130 +901-130 .90/-130 490/-130 +90-130 +90-130 +90/-129.6 *70.90 +70-90 .70/.90 or +90-130 .90.130 .90-130 .90.130 490.130 .90-530 .70.90 *705.90 470-90 *70.90 72' 090/-130 .907130 *907130 *90.130 +90.130 *7090 +70-90 586/8' 4/-09.3 034.3 78' *90-130 *90-130 *90-130 .90/-130 .70-90 070/.39.6 *70/-90 .70.90 *7090 .70.90 84' +90/-130 *90/-130 *90.130 +7090 g 60' 4/38.6 ./.45.8 .70/.84.7 *70/-90 .731.8 TABLE 9: FOR GLASS TYPES: 2) 7/16" LAMI (3/16" AN - .090" SGP - 3/16" AN) WINDOW HEIGHT T �.WINDOW� I WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. TABLE 10: 10' MAX. --►'{ Imo- SEE ASSEMBLY L TUBE AS J� I WINDOW HEIGHT }T I IONAL f I WINDOW I ANCHNCHOR --"ii WIDTH 111���� (4), If REQ. Design Pleasure (psi) br Windows Attached too Vertical Frame Assembly Tubo Window Width urger 23' 2815/18' 27-7/8' 303/4' 32' 34' 37' 48' 53-1/8' 60' Anchor Group Anchor Group Anoho Gaup Anc 7 Authorle Ancho Group Anchor GrailGro Anchor Group Group nchor AGr oup A 8 C D A B C8D A,C80 8 All All A.CBD B A,CeD 13 All AR AR under der23' +70.90 +70-90 +70/-90 *70-90 *70-0 *70-0 *70/-90 +70-90 +70/-90 +70/.90 +70/-90 +7090 *70/-90 +701-90 *70-90 *7090 +70-90 070.90 26.16116' 470/.90 +70-90 *70/.90 +70/90 +70.90 +70.90 +70-90 +70-90 *70790 470-90 +70.90 .70-90 +70/-90 +70-90 +70-90 *70.90 +70-90 .70/.90 S 39' .70-89.9 +707705 +7090 +70/490 *70779.7 .7090 .70.90 *705.90 470-90 *70.90 +7090 .70.90 +70-90 *70-90 *70.90 *7090 *7090 +70-90 586/8' 4/-09.3 034.3 *70-90 .70790 +701.4 .70.90 .70/90 .70-90 070/.39.6 *70/-90 .70.90 *7090 .70.90 +707-90 +70-90 .7090 +70/-99 +7090 g 60' 4/38.6 ./.45.8 .70/.84.7 *70/-90 .731.8 .7081.2 .70.90 .70-90 +70-75.6 .7090 *7090 +70/90 *70/-90 +70-90 .7035.4 83' *6.7 13 +/-43.6 .70/90.7 +70/-89.6 *1.49.3 .705.77.3 *70/90 +70-90 w072 *70-90 +70/90 *70-90 .70788.5 +70-90 *7091.3 TABLE 10: 10' MAX. --►'{ Imo- SEE ASSEMBLY L TUBE AS J� I WINDOW HEIGHT }T I IONAL f I WINDOW I ANCHNCHOR --"ii WIDTH 111���� (4), If REQ. • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • . • • • NOTES: ••• • ••• • ••• • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Approve) 94 complylug with lite Florida eldbsU Cole Mian( `'00*1*l Miami Uade Product Central UT 14 l SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME WINDOW- ASSEMBLY HEIGHT F 10' MAX. ADDITIONAL I WINDOW I ANCHOR -�I WIDTH r" (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. z \`*1.11111 ,(,7/ ��..` \O LYNN M/ /// f 4' .- �1GENSF '•.' 3 No. 58705 r */1 )713 :��` STAT _ '/'//7S/O1111NA1. E‘ A LVNII ktILLI:R, P.E. P.E.N 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Deign Pressure (psi) tor whams 000+55ed t0 a Har1Lar181 Frame Anarchy Rim Wlydwe Width wax 23* 25-15/16' 27.7/6' 93&4' 32' 34' 3r 46' 53-1/8' 60' Anchor Group ArcMr Grow Anchor Grow Arc by Grop Anchor Group Anchor Group Anchor Gaup Arc hoc Caw Are Isar Garp Anchor Group A9 AR All A,CBD 8 ACBD 8 A.C6D 0 A B C813 A B C813 A 8 C&0 A 8 C D under 73' *7090 .70/90 +7090 +70190 *701.80.4 .70/90 +70/85.9 +70/90 .7030 .8 .7090 +70-743 +7090 .70-763 H697 +70-90 .196 4/31.7 +705-0 4/365 ./-45.8 .70641 +7090 2615/16' *70.90 47090 07000 *701-00 .7090 +70190 .70790 +70/-90 470190 .7084 470/-90 +7090 4767.6 *70190 070.00 +/68.5 +7000 +7090 4131.8 *70181.2 47000 .70/90 39' +701-90 470/40 47090 +70/90 +7(y90 470190 070/90 +70/-90 .70190 .70/90 +7090 .7040 470190 070590 +70-0 *70/90 +70410 +7070 +7086.2 +70191 +70/90 .70-90 +70/-99 +7090 070/90 +70190 470/90 *70/-90 +70/90 +70-90 070/90 07080 070790 +7000 *70/90 47090 .70-90 g, 509/8' I 60' .70/-90 47090 470/-0 *70/90 47090 *70149 +70/80 +70/-90 +70190 47090 *70/-00 070/40 63' +70140 47049 +7000 +70190 +7(940 +70740 +7000 7070 47090 7090 *70190 470/-90 67' 470/90 470/40470.90 4701.90 *7a. 070?! . x:73/.0• 70/ • •er 470/-40 *70-90, +7090 *7090 4700 470740 •.70/916 72' 76• +70/90 .7090 +70/90 470/90 *70-9 • • 84' .70/40 .70/90 47090 • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • . • • • NOTES: ••• • ••• • ••• • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Approve) 94 complylug with lite Florida eldbsU Cole Mian( `'00*1*l Miami Uade Product Central UT 14 l SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME WINDOW- ASSEMBLY HEIGHT F 10' MAX. ADDITIONAL I WINDOW I ANCHOR -�I WIDTH r" (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. z \`*1.11111 ,(,7/ ��..` \O LYNN M/ /// f 4' .- �1GENSF '•.' 3 No. 58705 r */1 )713 :��` STAT _ '/'//7S/O1111NA1. E‘ A LVNII ktILLI:R, P.E. P.E.N 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11: TABLE 12: FOR GLASS TYPES: 3) 7/8" LAM!. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) 1 WINDOW HEIGHT } WINDOW_. I WDTH Design Premium (Kg br Single Windows, AI Anchor Groups Window WRRh Window NAdh under23' under 23' 2515/16' 27-7/8' 3.34' 32' 34' 37' 46' 63-1/8' 80' under 23 *70/. 90 *70/.90 .70/.90 *70/-90 .70/-90 .70/.90 •70/.90 *701-90 *707.90 170/-90 25-15/16' .70/.90 .70/-90 +70/.90 *70h90 *701.90 .70/-90 .701-90 *70/-90 .707.90 *70/.90 39' .70/- 90 *701.90 .70/- 00 .70/- 90 *70/- 90 .701- 90 .70/- 90 *70/- 90 .70/43.2 .70/.73.1 50-518' .70/ 90 *70/.90 +701.90 *70/- 90 +701.90 +701- 90 +701-90 .70/-80 +70/40 2510/16' 60' .701- 90 .70/.90 +70/- 90 .70/-88.8 +70145.9 +701.91.7 .701.76.2 +70/40 .701-90 .70/-90 63' +70/-90 +70/.00 +707-00 .70/-8(4 *707-81.6 +70/-77.6 *70/-71.9 +70/-90 +70/-90 *74-79.7 87' +70/- 90 +70/- 90 *70145.6 +70/-78.3 +701. 76.3 +70/- 71.2 .70/-90 +701-90 +70/43.2 +701-73.1 73' .701- 90 .79/49.0 +70/- 79.4 .70/- 71.1 *1- 87.1 *70/.90 +70/-90 +70/40 *70/49.e *701-90 76' +70/- 90 .70/-86.8 .70/- 77.2 .1- 66.6 .70148.1 60' 058.5 0/45.8 +70/-84.7 .701-90 84' .701.00 .70/. 82.6 *701. 72.7 .70-76.8 +70740.8 *701458 +70/-81.7 +701.78..2 +711-90 +7090 TABLE 12: FOR GLASS TYPES: 3) 7/8" LAM!. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) 1 WINDOW HEIGHT } WINDOW_. I WDTH TABLE 13: SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FRAME ASSEMBLY TUBE 17.4...1 "� I� WINDOW I ANCHOR ADDITIONAL WIDTH III��� (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Design Preesure (psi) tor Windows Attached to a Venial Frame Assembly Tube Window WRRh under23' 2515118' 27-7/8' 36314' 32" 34' 37' 46' 53.1/8' 60' Anchor Group Anchor Group Anoka Group Anchor Group Anchor Group Archon Group Anchor Group Anchor Group Archon Group Moho, Group A B C Cr A B C8,0 A, C S D B A9 All All All All All AR under23' *70/-90 +70/40 .70/.90 .70/-90 +70/.90 +701.90 +70/-90 +70/.90 +70/-90 +70/-90 *70/90 .70/40 *70/-90 +70/-90 +701-90 +70/40 2510/16' *707-90 *70/40 +70/40 .70/.90 *70/.90 +701-90 *707.90 *70/-90 +70/40 .701-90 .70/-90 *75140 .70/.90 +70/90 +70/-90 +70/40 39' .70/49.9 .707.70.6 +70/-90 +70/-90 *74-79.7 .70140 *75140 .70/40 +70/-90 +70/•90 *7040 +70/410 .70/-90 +701-90 +70/43.2 +701-73.1 50-5/8' 049.3 *754.3 *70/-90 +701-90 +741.4 *70/.90 +70/-90 +70/40 *70/49.e *701-90 +70140 +70/40 *70/-90 +70/450 .79/49.9 .70148.1 60' 058.5 0/45.8 +70/-84.7 .701-90 +141.8 070/41.2 .70/-90 *70/.90 .70-76.8 +70740.8 *701458 +70/-81.7 +701.78..2 +711-90 +7090 *79/40 63' *155.7 +/43.6 *70/40.7 .70749.5 449.3 .701.77.3 .70/-90 .70/40 +751.72 +751-84.4 +70/41.5 .701.77.6 *70771.9 I 60' +791-90 *70190 TABLE 13: SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FRAME ASSEMBLY TUBE 17.4...1 "� I� WINDOW I ANCHOR ADDITIONAL WIDTH III��� (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• •• • • • •• • ••• • • • • • •••• •••• • • • • • • • • •• • • • • • • • • • • •• • • • • • • NOTES: ••• • ••• • ••• • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Approved a; complylag with the Florida DoidlnS Cade Dnte� '•`•�i1 NOAH_ Mlaml Praluel Contra 87: tl,10 FRAME WINDOW ASSEMBLY HEIGHT / TUBE F 10' MAX. ADDITIONAL I WINDOW I- ANCHOR ''1 WIDTH r-- (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 11111I111 CERT. OF AUTH. #29296 No. 58705 _ A1r�•�Q ••STO:<u� -.' "..:, ` • •.<ORIOP. • 6\ ,: ii)S/ONA� 0 \s ///711 1.1111` A. LYNN 7151169. P.E. P.E868708 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Design Pressler 04E4 Wledows Ailached to a HaLeon181 Frame Assembly Tube Windom Width under23' 2515716' 27.718' 304/4' 32' 34' 37' 46' 03.1/8' 60' A* ha Group Archy Group Anchor Group Archy Group Anchor Group Anchor Group Anchor Group Arc kr Group Anchor Group Anc6o Group AR AN All A,CAD 9 AC80 B A,C&D B A B CAD A B C80 A B C 6 D A 9 C D 914823' *70/90 .70/90 +7(0-00 +70190 .70/-894 *70/-93 *70145.9 *701-90 .7(040.9 .79/40 .7(0-74.3 .70140 +707-763 .159.7 *7(0-917 ./66 ./417 .707-90 ./555 +/-45.8 +7044.7 .70'-90 25-15/18 .70/40 *79/40 +70/40 *70/40 .701-00 .70/90 470/90 .70/-90 .70/90 .707-84 .701.90 .70190 ./47.6 *70/40 +70/-90 +748.5 +70/40 .70/90 .151.8 +70/41.2 +70/40 *7490 39' +70/-90 .70/90 .70/40 .70/90 +7(090 *74-90 +70/90 *70/40 +70/40 *70140 *701.90 +70/90 .79/49.9 .70148.1 *70'-90 *707-77.0 +/61 *70163.2 *1669 054 .700-73.1 .79/-73.1 g, 509/8' +70/-90 .70190 .7090 *70190 *7(090 +711-90 +7090 *79/40 +70/90 +70190 *70790 *70190 .70/40 *70190 *7(040 I 60' +791-90 *70190 +700-90 .79/56.8 +79/48.6 *70658 +70/86.8 +70/01.7 *70761.7 .70776.2 *70/-762 +701-76.2 63' *70193 *70/90 *7(090 N0/-84.4 *70/44.4 370'41.5 +7441.5 *70/47.5 w0/47.6 *701-71.9 .707-71.9 *75/-71.9 g 67' +70/40 +70/90 *7485.6 .70.78.3 +701-78♦ 177.-178..01-43 40/-71.20.74-7072 • 0-0 72' *701-90 *70/-80.5 *74-79.4 *74-71.1 *701-!I.1 057.1 !1401 - • • 76' +70/90 +70/-06.8 +70/-77.2 +766.6 */6% • • • • • • • -- • • • • 1 64' *711-90 *7g/ -R2.5 +70/-72.7 • •• ••• •• • • • •• • ••• • • • • • •••• •••• • • • • • • • • •• • • • • • • • • • • •• • • • • • • NOTES: ••• • ••• • ••• • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Approved a; complylag with the Florida DoidlnS Cade Dnte� '•`•�i1 NOAH_ Mlaml Praluel Contra 87: tl,10 FRAME WINDOW ASSEMBLY HEIGHT / TUBE F 10' MAX. ADDITIONAL I WINDOW I- ANCHOR ''1 WIDTH r-- (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 11111I111 CERT. OF AUTH. #29296 No. 58705 _ A1r�•�Q ••STO:<u� -.' "..:, ` • •.<ORIOP. • 6\ ,: ii)S/ONA� 0 \s ///711 1.1111` A. LYNN 7151169. P.E. P.E868708 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11 TABLE 14: TABLE 15: FOR GLASS TYPES: 4) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) WINDOW HEIGHT 1 �wINDDw� WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (per) for Single NAnd04e, All Anchor Groups Window WIdlh Window Width under 23' under 23' 25.1916' 27-7/8' 30-1r4" 3Y 34' 37' 46' 53.1(6' 60' under23' .70/.90 *70/90 +70/80 .701-00 +701-90 .70(40 *70490 +701-90 .70/-90 *751-90 25-75/16' +70/40 .70/40 +70/90 +701-90 +70/.90 *70490 .70/80 +70490 .70-90 *75180 39' +70/90 .70/90 +70490 +751-00 .70/40 *70180 .70/40 .70180 .7040 .70/41.2 8E 60518' .7040 *70/40 .78490 +751-90 .751-90 +70/80 .70/-90 *70188.8 +70100 •70/-90 x 60' .70490 +75140 .70/90 .70/40 +751-90 +75190 +70414.6 +70/90 +70/90 +70-90 63' +70/80 +70140 +70/40 *70-90 *70/40 +70881 *751-79.9 39' .70/89.9 *79475.5 3 87' .70/.90 +70/40 +70/-90 .70147 .70/43.6 .70479.1 +70/40 *70490 +75190 .70/90 72' .70/40 +70/80 *70/98.2 .70/.79 +70/-74.6 N-54.3 +70/-90 •75190 +/-81.4 *70/-90 76' +70/40 +70/80 .70/45.8 .704 74 +70/.90 *70/90 *7088.8 .70481.4 .70/41.2 I's 50518' 84' +7(440 .70/40 +75180.8 .70490 4451.9 +70/41.2 +70/40 •70490 *70/-75.8 .70490 TABLE 15: FOR GLASS TYPES: 4) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) WINDOW HEIGHT 1 �wINDDw� WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. TABLE 16: 10'1 MAX WINDOW HEIGHT I►- FRAME ASSEMBLY TUBE I WINDOW ��11 WIDTH ADDITIONAL ANCHOR (4), F REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Design Pressure (ps0 for WYdows Allached to a Vertical Frame Assembly Tube Window WIdlh under 23' 25.15116' 27-7/8' 30314' 32' 34' 37' 46' 53-I/6' 60' Andra Group Anchor Group Anono Gray Metar Group Anchor Group Archon Group Anoint Grail Anchorbro.p AnchorGroup Anotror Group Anchor Group A 8 C 0 A B C&D A,C&D B All All All AN A,C813 B All AI u074N23' .70/-90 *70/-90 +70/40 +70490 +70/-90 +70/90 +70490 +70/00 +70/80 +701-90 +70/-90 +70490 *751.90 +70/90 +70100 •70/-90 +70490 25-15/18' +75190 +751-90 +751-90 +751-90 .701.90 *70/90 +70/90 +70/90 +70-90 +70/-90 *70-90 .70480 *751-90 +70/.90 *71)450 +70/40 *701.90 39' .70/89.9 *79475.5 +70490 +70/-90 .70479.7 +70490 +70490 +70490 +70490 +70/40 *70490 +75190 .70/90 +70490 .70/.90 +70/-90 *751-81.2 q 606/8' 0/89.3 N-54.3 +70/-90 •75190 +/-81.4 *70/-90 +70490 .70490 +70489.6 •701-90 *707.90 +70/.90 *70/90 *7088.8 .70481.4 .70/41.2 I's 50518' 60 +798.5 */-45.8 *701-84.7 .70490 4451.9 +70/41.2 +70/40 •70490 *70/-75.8 .70490 +70490 .70490 *75184.6 +70496.6 63' +/95.7 *1-43.6 .70/80.7 .7099.5 *449.3 *70477.3 .70/90 +751.90 +70/-72 .70/.90 +701.90 a0488.1 w0-79.9 *711/-81.6 +70/41.6 TABLE 16: 10'1 MAX WINDOW HEIGHT I►- FRAME ASSEMBLY TUBE I WINDOW ��11 WIDTH ADDITIONAL ANCHOR (4), F REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • NOTES: ••• • ••• • ••• • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Approved n1 complying with the Florida Buldin Code Sale_ , h1 541 Dada Product Coops By FRAME WINDOW ASSEMBLY HEIGHT I TUBE 10' MAX. ADDITIONAL 1 WINDOW 1 ANCHOR ��'7 WIDTH Fr (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. a re 1n 2 -J CERT. OF AUTH. #29296 a 2WmN \ U OZ Z i,„ •`\‘‘O LYNN A (Z6",'///, .ZP •\) GEN . 9- c [ N° 58705 Pc , = . W_ mEov • A. LYNN MILLER, P.E. P.E.968705 00111 ir ••• • • • • ••• • • • • • 0 • • • • • 0 • ••0 • • • • • • • • • • • • • • •0 •• • • • •• •• ••• • • • ••• • • 001190 Pressure (psi) la Windows Attached l0 a H08tahl Frame Assembly Nye Wlnd/*0 Width 994*123' 25.1916' 27-718' 3034' 32' 34' 37' 46' 53-1/8' 60' Anchor Group Anclror Grail Arches Group Anchor Group Anchor imp Anchor Group Arches Grail Anchorbro.p Archx amp Anchor Group AO A0 Al A,CBD 8 A,CBD 8 A.081) 0 A 8 C80 A D Cao A B 080 A 6 CaD Ruler 23' +70490 *70/-90 +707-00 *701-00 +70/99.4 .70480 +7095.9 +7040 .70460.8 *70/00 +70474.3 .70440 .70476.3 +/597 .7080 +/86 */-51.7 +75110 +458.6 H-45.8 .70/84.7 25-15116' +70/40 +70/40 +70490 +70440 +70/-170 *70/90 +70/10 +70/-90 .70180 *70/44 .70/80 .70400 +467.6 +75140 *7040 ./58.5 +70,40 *7010 +/31.8 .70181.2 +70/40 39' +70490 *701-90 .701-90 .70/40 +701.00 +70/90 .70/40 *70/40 *70/40 +70/90 +75140 +7080 +70489.9 *70/-86.1 *70/80 .70/-77.8 *701-76.2 +7040 *468.9 */94 .70/41.2 I's 50518' .70/-90 *707-90 +701-90 +70/40 .70490 *7040 +70/40 +70/40 .70/40 +70/40 .70490 *7040 +70/98.8 +751-81.4 +70496.6 I 60' +70490 .7/-93 *7040 +701.90 *70490 *70/40 +70/40 .70/40 .70/80 *70484.6 *711/-81.6 +70/41.6 63' .70/-90 +751-93 *70490 *701.90 +707-90 +X/-90 +70/40 +75186.1 +70/46.1 +70479.9 +707-79.9 *70479.9 *701-90 +70/43 *70480 +70(.87 *7W-`7 ems *70/0.6 * jp,79.1 •*76+79.1 • • 67' 72' +707.90 *70490 .7098.2 .70/-79 •70/-79 +70-111.6 •70'41.6 • • • • 4 76' *701.90 •707-90 +7x85.8 .X/-74 070/.74 • • • • • • • 64' +70/-90 470/-90 .7080.6 • •• f • • • •-•'t 7 •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • NOTES: ••• • ••• • ••• • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Approved n1 complying with the Florida Buldin Code Sale_ , h1 541 Dada Product Coops By FRAME WINDOW ASSEMBLY HEIGHT I TUBE 10' MAX. ADDITIONAL 1 WINDOW 1 ANCHOR ��'7 WIDTH Fr (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. a re 1n 2 -J CERT. OF AUTH. #29296 a 2WmN \ U OZ Z i,„ •`\‘‘O LYNN A (Z6",'///, .ZP •\) GEN . 9- c [ N° 58705 Pc , = . W_ mEov • A. LYNN MILLER, P.E. P.E.968705 00111 ir ••• • • • • ••• • • • • • 0 • • • • • 0 • ••0 • • • • • • • • • • • • • • •0 •• • • • •• •• ••• • • • ••• • • TABLE 17: TABLE 18: FOR GLASS TYPES: 5) 7/8" LAM/. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN) 6) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN) L WINDOW HEIGHT I WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. ems* Pressure (p*Q for Single Windows, All Anchor Groupe Window WI•h Window W7dlh under 23' under 23- 25-16/16' 27-7/8' 30-3/4' 32' 34' 3r 46' 53-1/8' 60' under 23' +001-130 *90/-730 .001-130 *90/-130 .90/-130 *90/-130 190/.130 *901-130 e901-130 490/-130 2515710' *90/430 0901-130 *901-130 *90/-130 +90-130 +901-130 *90/.130 *90/-130 101-130 +90/-130 39' .90-130 *901.130 *90/-130 *90/-130 490/-130 193/430 +90/-130 *90/.130 *93/-130 +93/-130 505/8' +00/-130 0901.130 .901-130 190/.130 +00/-130 *90/•130 4807.130 .901.130 *70/.90 *701.90 60' *90/-130 *90/-130 *90/.130 *901.130 *901-130 *00/-130 +90/430 *70/-90 +70/90 +70/.90 1 03' *901.130 +93/.130 +901430 *91.130 •93/-130 *93/-130 .93/-130 *701-90 +708-90 +70/-90 6T *90/430 +919.130 1901.130 *90/.130 490/.130 *901-130 +7W-90 *70/.90 .70/.90 *70/90 72' *90/-130 4907-130 *90/430 +907-130 *90/.130 *708-90 +70/90 005/8' 049.3 0/54.3 76 *90/430 +90/-130 *90/-130 +901.130 +70/40 +70199.8 +70/90 *751.90 .70/40 +701-90 84' *001.130 190/.130 0801-130 *70/40 E g 60' 0-68.6 +7-45.8 *70/94.7 +70/-90 */-61.6 TABLE 18: FOR GLASS TYPES: 5) 7/8" LAM/. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN) 6) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN) L WINDOW HEIGHT I WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. TABLE 19: 10' MAX. L WINDOW HEIGHT I I � I WINDOW ���"111 WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. Design Pressure (pep for Windows Attached to 1 Vertical Frame Assembly Tube Window WI•h Winn* Width under 23' 25.15/18' 27.718' 303/4' 32' 34' sr 40' 631/8' 60' Anon Group Anchor Group Anchor Group Anchor Anular Group Anchor Greop Mclnr �B Arahor Anchor Group Anchor GM A B C 0 A B C8D A,CBD 8 A6Grow, A A,CBD B 9,080 8 All A 8 oder 23' *70/.90 +70/.90 .70/.98 +70/.90 +70/40 +70/90 *70/-90 *70/90 +70/.90 +70/.90 *70/.90 +701-90 +70/.90 *70/.90 *701.90 +73/.90 *70140 +73/-90 26-15/16 *701-90 .70/90 *701-90 +70/.90 *70/-90 +70/90 +70/.90 +70/40 +701-90 *70/-90 +70/-90 +701-90 +70/-90 *70/-90 +70/-90 *701-90 +708-90 +70/-90 38' ) *70193.9 +70/-70.5 .70/-0 +701@0 *70/.79.7 .70'90 +7W-90 *70/.90 .70/.90 *70/90 *7W-90 +70/-90 +70/40 *701.90 *70/90 *70/-90 *708-90 +70/90 005/8' 049.3 0/54.3 *70/90 .70/-93 +741.4 *70/90 +70/40 +70/40 +70199.8 +70/90 *751.90 .70/40 +701-90 *710/90 +70140 *70/90 ge 505/1' *70/40 E g 60' 0-68.6 +7-45.8 *70/94.7 +70/-90 */-61.6 +70791.2 *70/40 *70140 +701.76.8 *70/-90 *70/.90 *70/90 +701-90 +70.90 +70/95.4 83' 0-56.7 0.43.8 .70/90.7 *70/49.6 0/-49.3 *70/-77.3 .70/40 470/40 0701.72 +701-90 *70/90 +70/-90 +70/-68.5 *70/-90 *70/-11.3 TABLE 19: 10' MAX. L WINDOW HEIGHT I I � I WINDOW ���"111 WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • NOTES: • • • • • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 131316 Approved al complying MI6 B19. Florida Uuldin Code Dale y 1 20 1/'0-95/ A11ol gad m : Fmdum P.unlrol IJ SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME WINDOW ASSEMBLY HEIGHT / TUBE F 10' MAX. ADDITIONAL WINDOW) ANCHOR �1 WIDTH (r - (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 0 o: 0 NZ •rn CERT. Of AUTH. #29296 ® o=nn � r Z V 6 3 6.3 •) . F w J Q Y O Z 111/ \ CNV 165/5/ 4//< /// s...• 11GENSF No. 58705 T. =o••U 3)b 13•/, :�� •'., ST1ATE OF •. _((/ �''A,AS<ONA�..�. A. L1YNN MILLER, P.E. P.E.a 58705 11111111/ ••• • • • f ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0041 • • Design Pwsstp (psf) Ix Windows Attached to a Horizontal Frame Assembly Tube Winn* Width under 23' 2515/16' 27-7/9' 304/4' 32' 34' 3T 49' 03-1/8' 60' Anclwx Ga p G hor row, Anchor Group Arc60r0ro1• Anchor Group Anchor Group Anchor Group Arc lar Grow, Anchor Grow Anchor Group AN Al All A,CBD B ACBD B 4,990 9 A B C&D A 8 C(D A 8 060 A 8 C D under 23" *70/40 +70190 *70/-00 070/-00 *00/99.4 *701.90 +70/-869 *73/-90 *75190.8 *70'-00 +70'-743 *7940 +751.763 0597 +701-90 *150 051.7 *70/0 046.6 */-45.8 +70/94.7 *7040 25-15/16 *70/40 +70193 +7/7-00 +70/-00 47990 +70/-90 *70/40 *701.90 *70/90 *75194 *70/401 +70/-00 4/-67.6 .70/40 +70/00 */98.6 +70/-90 +701-00 051.8 +70/512 *70/90 *70/90 39' *70/-90 *70/40 *75-00 +70/40 *70/40 *70/-0 .70190 .70/40 *70/90 •70/40 *70/40 *70/40 *701-90 *70/90 *708-90 +70/40 *701-90 +70/-90 *70/49.2 *70191 *70/40 .7990 ge 505/1' *70/40 +70140 .7940 +70/40 *71290 +70/.90 *70/40 +711-0 *70/40 *79,40 *70/40 *7040 +701-90 +70/40 *75/-0 i 60' *707-90 *70/40 *71790 +7074 0 +7940 473/-90 *70/40 +701-90 +70/40 4740 01 *70140 17040 i63' *711-0 +70/-00 *70740 +70/4 0 +71790 470 3/-9 *70/40 +70/-0 +70/90 70/ *40 +701-90 175140 5 67' +70/-90 +70/40 *70/40 *70/40 079,409 •71/901 170/40 4770/-0 • +70/411 • Y • 72' *70/40 +70/40 +73/.90 *79/40 475100 +70/-90 170/11 • • • • • • 76' +70740 *70/40 *751-00 *70/40 +751110 • • • • • • • • • • • •'• • • • 84' *707-90 +70140 *73/41 0 el • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • NOTES: • • • • • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 131316 Approved al complying MI6 B19. Florida Uuldin Code Dale y 1 20 1/'0-95/ A11ol gad m : Fmdum P.unlrol IJ SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME WINDOW ASSEMBLY HEIGHT / TUBE F 10' MAX. ADDITIONAL WINDOW) ANCHOR �1 WIDTH (r - (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 0 o: 0 NZ •rn CERT. Of AUTH. #29296 ® o=nn � r Z V 6 3 6.3 •) . F w J Q Y O Z 111/ \ CNV 165/5/ 4//< /// s...• 11GENSF No. 58705 T. =o••U 3)b 13•/, :�� •'., ST1ATE OF •. _((/ �''A,AS<ONA�..�. A. L1YNN MILLER, P.E. P.E.a 58705 11111111/ ••• • • • f ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0041 • • TABLE 20: Item Dwg. 0 Description Mat. 1 7002 Main Frame Head, SiII &Jamb 6063-T6 Alum. 2 7071 Anchor Plate 6063-T6 Alum. 3 7003 Sash Top, Bottom & Side Rall 6063-T6 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187" x .275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 16 7029 Maxim Projected Operator Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 Operator Spacer Block Nylon 21 7034 Operator Track & Slider Steel 22 7023 Projected Hinge, Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steel 31 Dura Seal Spacer 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM 35 7036 Bead B 6063-T6 Alum. 36 7042 Bead C 606346 Alum. 37 7059 Bead D 6063-T6 Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899SiIlcon Backbedding 60 7006 Screen Frame 3105-H14 Alum. 61 7040 Screen Corner Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Casement Screen Spring Stainless Steel 70 134 Add-on Flange 6063-T6 Alum. 71 7004 Frame Assy Tube 6063-T6 Alum. 72 Maxim Pivot Slider Assembly Steel 80 08-32 x 1/2" Ph. Pn, Mach. Scr iMRE B • St inlr4ss oteel 81 1157 #8 x 1/2" Ph. Pn. SMS • S;lnl831:tee: 82 #8x 5/8" Fl. Ph. SMS •• iniks • Ste 6�dl 83 #8x 7/8" F.H. Ph. SMS • • • `tainles• Steel 84 #8x 1" FI. Ph. TEK Stainless Steel 85 #8 x 1" Quad Pn SMS Stainless Steel 86 #8 X 1-1/2" Quad Pn SMS • • • 1 Stainles• Steel 87 q10 x 1/2" Ph. Pn./TEK i • • Stainl:gs !tegt 89 #10-24 x 9/16" Ph. Pn. TYPET: : • Slginle Stet: 90 #12 x 1" Ph. Pn. TEK • • • • StainlA! Steel ALL DETAILS SHOWN FROM THE INTERIOR AS REDO RED PER TABLE 3, SHEET 4 • • •• • • • • • • • • • ••• • • • • • • • •• • c • • • • • • • • • • • • • • • • • • ••• • INTERIOR oai.LYNN rA4/(;��'�,: �A..• ' GEN Si. • '., */ No. 58705 .062' NOM. 2.919• 439' r— 2.784' —►1 1 FRAME HEAD, SILL & JAMB #7002, 6063-T6 .095' .050• 1.356' 9 �Ai" ANCHOR PLATE #7071, 6063-T6 A .43 .062• NOM. 1.159— 2.139" 3 SASH TOP, BOTTOM & SIDE #7003, 6063-T8 .040' 1.000' .423' FIXED SCREEN FRAME #7006, 6063-T6 .523• I •—� .050• 36 BEAD C #7042, 6063-T6 35 BEAD B #7036, 6063-T6 Cr".172• .870• .050• .569' 37 BEAD D #7059, 8063-T6 .125• .062' 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 .093' 2.203' +{ .093" 1 CD ADFN #134DON,6063LA-T6GE , Lr3 w, -13 STA E OF 'C�.•'•. FL 010.0 •*:,&. 7,5S/ONAL �`\` 'tllllll1l‘'\ A. LYNN MILLER, P.E. P.E.#59705 Revised By: Dolor Revision: Revised By: Dole, Revision, Approved 61 complying with the Florida 11 Wing Code Dale j 1Y0AMT 51(amtnode Produel C 1ro1 Bb C1 7� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: BOM AND EXTRUSIONS J ROSOWSKI CERT. OF AUTH. A29296 Title: Date: AWNING WINDOW DETAILS LM & SM 08/08/12 Series/Lfodel: Scale: Sheet: Droning No. Rev: AW -740 NTS 10 OF 10 MD-AW740LM ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • , • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I•DIADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors, Inc. 10100 N. W. 25th Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "450" Aluminum Outswing glazed Doors w/wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W98-01, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10-20-97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, 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 Limitations: 1. See Design Pressure ratings in sheets 1.1, 5, 6 and 7 for unit sizes Vs lock options, mullion type, sidelites, glass types and anchors. 2. For mulled units lower design pressure of doors or mullion shall control for entire assembly. 3. Exterior Design Pressure= +100 PSF Max w/ threshold (sill type S -O). Sills (thresholds) types SS -1 & SS -2 are not rated for water infiltration. See thresholds (sills) limitations notes, in sheets 4 & 6 and glm type A 1(lnuntin) limitations notes, in sheet 6. • • ••••• • 4. Narrow stile sidelites are limited to 18" or Less. .' • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logd,'4i , state a$d's'eries and"' following statement: "Miami -Dade County Product Control Approved", noted herein. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy .... .... . . RENEWAL of this NOA shall be considered after a renewal application has been filed andtibere has bear► no chane• • • 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 e4dofsejnent Qf any product.tb . sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply wig' 5nj' 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'%llowed 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 # 11-1025.02 consists of this page 1 and evidence pages E-1& E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 12-0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 11-1025.02). 2. Drawing No.W98-01, titled "Series 450 outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10-20-97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file # 11-1025.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S -I only) 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 manufacturer's parts and section drawing marked -up drawings of aluminum out swing / Inswing door w/wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-0080-0304-11 dated 11/28/2011 and HTL-0080-0902-11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B-5234.02- 450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, P.E. 2. 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, 6) Forced Entry Test, per FBC 2411 3.2.1, TA'& 202-94.• • • : Along with manufacturer's parts and section drawing marked -up draWiiis of aluminum • In/out swing door w/sidelites, by Hurricane Testing Laboratory, Inc. of Report.. HTL1 97055 (0080-912-97) dated 09/23/97 thru 02/27/98 for specimen #1,'2.,.3,.4 testedper•PA242... • 94, specimen #4, 5A, 5B, 5C tested per PA201-94 & PA203-94, signttt anal sealed by: Timothy S. Marshall, P.E. • .• Along with manufacturer's parts and section drawing marked -up dratvings:of alumi wm out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. WV -111071 (0080-0402-02) dated 04/01/2002 tested per PA201-94 & PA203-94,signed andse41l by • Vinu J. Abraham, P.E. (submitted in file # 09-0723.04). Original tests conducted Der SFBC, PA 201, 202 &203-94 now known as FBC, TAS 201, 202 & 203-94. E-1 I44A-11, Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 • • • • CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Submitted under file # 11-1025.02) 1. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 09/09/11 and last revised on APR 24, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under file # 11-1025.02) 3. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 08-1224.04 issued to Solutia Inc. for "Saflex composite glass w/ PET interlayer", expiring on 12/11/13. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex color & clear interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 10/16/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This NOA revises # 11-1025.02, expiring on November 09, 2016. 2. Hardware cut sheets verified and marked -up by the Architectural Testing itc ner Hurricane Testing lab). • 3. Test proposal # 10-0940, dated 11/17/10 approved by BNC. • . . . . 0000 0000 . . . . • 0000 0000 . . . . . . .• . . .. .. .. .. • . . •.. • • . • . • . • .• .0 • . • ... . • • I haq I. Chanda, P.E. Product Control Examiner NOA No 12-0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 E-2 • • TYPICAL ELEVATIO\S STEPS TO USE CHARTS SEE SHEETS 6 & 7. 74-1/2' 6 7/6" LOCKING OPTIONS SEE CHART SHEET 1.1 LH CONFIGURATIONS SHOWN RH SIMILAR NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. FRAME WIDTH 11 1/4" D.L OPG WIDTH 3 O.L. OPG. 6 7/6' i, / DOOR/SIDELITE PANEL WIDTH \ .^, 0 s a, o , ACTIVE i% / / / / / INACTIVE 18-7/8' v • ••• • MULTIPLE • • • SIDENITES •; • VAI gLE• 4t • • ;SEE BEET (� • •• • • • • • ••• ••• S•0 • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 113-1/16' FRAME WIDTH HINGES SEE SHEET 1.1 DOOR/SIDELITE PANEL WIDTH ii ,,, //,/i„ , .„, ACTIVE //, ,, , JE 23-3/4' i% FRAME d 29-3/4' 18-7/8' -moi `,/ ��\ , i/ •• ••. • . • . • •. • . • • • • 416 i / / // • •\` • • • 6•.• • • •,, • • • • • • • ' 3 1 / • 4)• • ,i •/. ••/ • • • • • • ACTIVE 9/0 106-7/8' ! / INACTIVE 9/6 112-7/9" • ••• • MULTIPLE • • • SIDENITES •; • VAI gLE• 4t • • ;SEE BEET (� • •• • • • • • ••• ••• S•0 • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 113-1/16' FRAME WIDTH HINGES SEE SHEET 1.1 NOMINAL PANEL WIDTH DOOR/SIDELITE PANEL WIDTH ii ,,, //,/i„ , .„, ACTIVE //, ,, , JE 23-3/4' 12-7/8' FRAME d 29-3/4' 18-7/8' 3/0 NOMINAL PANEL WIDTH DOOR/SIDELITE PANEL WIDTH D.L. OPG. WIDTH 2/0 23-3/4' 12-7/8' 2/6 29-3/4' 18-7/8' 3/0 35-3/4” 24 7/8" 3/6 41-3/4' 30-7/8' NOMINAL PANEL HEIGHT D00R/SIDELITE PANEL HEIGHT D.L. OPG. HEIGHT 6/8 78-7/8' 66-1/2' 7/0 82-7/8' 70-1/2" 7/6 88-7/8' 76-1/2" 8/0 94-7/8' 82-1/2' 8/6 100-7/8' 88-1/2' 9/0 106-7/8' 94-1/2" 9/6 112-7/9" 100-1/2" 10/0 118-7/8' 106-1/2" Engr: JAVA° AMAAAD CIVIL FLA. PF 1 70592 CAN113538 9.2012 FRAME HEIGHT = PANEL HEIGHT + 1-7/8" FRAME HEIGHT = PANEL HEIGHT + 1-5/8' FRAME WIDTH = PANEL WIDTH + 2-3/4' STD. THRESHOLD) ADA THRESHOLD) revisions: E 10.16.06 F 07.10.06 11 1 .2611 1 04.23.12 J 0629.12 fYB)UCT RCV45AA C. with the FMMd► AL 12-�%Jt•�3 xiitirtr.•w•..i, Neye9. 7e/ titiJ LEGEND _ -0 - OUTSWING DOOR DETAIL II - ITEM DESCRIPTION (see sheet 2 of 7) REV. PER BCCO CONTENTS UPOATED FOR 2007 FOC REV. PER DK CO•IDNS REV. PEW PM CONNORS NO ORME 7115 SHEET DWG. NO.: W98-01 • EI WINDOWS Se DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 1 of 7 TYPICAL ELEVATIONS 10A COPPER CREEK W/ CGI 3 POINT 10AA BALDWIN W/ CGI 3 POINT 10B : REGENT COMMERCIAL 3 POINT 100 BALDWIN SINGLE POINT LOCK IOCC : COPPER CREEK SINGLE POINT LOCK 100: DOR-0-MATIC SERIES 1690 106 JACKSON SERIES 2085/2065 106 SURFACE MOUNTED LOCK LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) CO 3 PONT LOCK CO DOORS (SEE SHEET 1) TRUE HORIZONTAL MUNTIN / (1 OR MORE PER DOOR OR SIDELITE PANEL) _ -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) INACTIVE OPTIONAL TRUE MUNTINS DOOR OR SIDELITE RESIDENTIAL HARDWARE COMMERCIAL HARDWARE • - - - - • • • WNW I.00•TIlNS 10A IOM 108 IOC & IOCC IOD & 10E 10 F DOOR HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 84" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 80.0 80.0 100.0 110.0 96-3/4' 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 70.0 70.0 90.0 90.0 108-3/4" - - 100.0 110.0 100,0 110.0 - - - - 90.0 90.0 120-3/4" - - 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 10A COPPER CREEK W/ CGI 3 POINT 10AA BALDWIN W/ CGI 3 POINT 10B : REGENT COMMERCIAL 3 POINT 100 BALDWIN SINGLE POINT LOCK IOCC : COPPER CREEK SINGLE POINT LOCK 100: DOR-0-MATIC SERIES 1690 106 JACKSON SERIES 2085/2065 106 SURFACE MOUNTED LOCK LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) CO 3 PONT LOCK CO DOORS (SEE SHEET 1) TRUE HORIZONTAL MUNTIN / (1 OR MORE PER DOOR OR SIDELITE PANEL) _ -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) INACTIVE OPTIONAL TRUE MUNTINS DOOR OR SIDELITE RESIDENTIAL HARDWARE COMMERCIAL HARDWARE • - - - - • • • WNW I.00•TIlNS • • MAX. 0 Of; TiCIGF;T : IQ. :2E6E6 MAX. SPACING • UPTO 9•-3.4'• • • 813 • 35 1/2' • XBOVt'?0!3/4••1J15T0 10' w .4 '' 44 1/2" FRAME HEIGHT = PANEL HEIGHT + 1-7/8" STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1-5/8' (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2-3/4" DOORS WITH 3 HINGES LIMITED TO 100 PSF DWG. NO.: W98-01 Enpr: JAVAD AHMAD CIVIL FLA. PE 1 70592 CAN. 3538 H;QF�'D?JVAE� bi•S•C;'TION ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9.9 7012 WINDOWS 6c DOORS 10100 northwest 25 street miami, Ilorido 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 1.1 of 7 BULB VINYL CGI -3132 3/16' ANN. GLASS 3/16" HUT STREN'D GLASS .075" INTERLAYER .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' VANCEVA COMPOSITE BY 'SOLUTIA' OR OR .090" SENTRYGLAS INTERLAYER .090" SENTRYGLAS 1NTERLAYER BY 'DUPONT' BY 'DUPONT' 3/16" ANN. GLASS BULB VINYL CCI -382 SIUCONE GE -1200 DOW 995 DOW 899 GLASS TYPE 'A' 7/16" OVERALL LAM. CLASS 3/16' HUT STREN'D GLASS BULB VINYL CO -382 1/8' OR 1/4" TEMP. GLASS AR SPACE 3/16' ANN. PUSS .075" INTERLAYER VANCEVA COMPOSITE BY '50LUTIA' OR .090' SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" ANN. GLASS SLICONE GE -1200 DOW 995 DOW 899 GLASS TYPE 'Al' 1" OVERALL INSUL. LAM. GLASS • SIUCONE GE -1200 OOW 995 DOW 899 •• ••• • • • 3/16' ANN. GLASS .090' PJB INTERLAYER SAFLEX 1110 BY 'SOLUTU' BULB VINYL 3/16' HUT STREN'D GLASS BULB VINYL CGI -382 CCI -382 SIUCONE GE -1200 DOW 995 DOW 899 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS BULB VINYL CCI -382 1/8" OR 1/4' TEMP. GLASS AR SPACE 3/16' ANN. GLASS .090' PVB INTERLAYER SATLEX MG BY 'SOLUTIA' 3/16" HUT STREN'D GLASS gg GLASS TYPE '01' • •1" OAERALL INSUL. LAM. GLASS • • • • •• • • • • AIR SPACE•C0NSI7TINS 0►. • • SPACER• ••• •• • • • •• ST. STEEL METAL SPACER AROUND THE PERIMETER OF THE GLASS. • i !HAZING OPTIONS • ••• • • 8 • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • •• • • ••• • ••• • ••• • .090 ALUMINUM SHEET 1/4" PLYWOOD .090 ALUM1NUM SHEET gg SIUCONE GE -1200 DOW 995 DOW 899 7/16" OVERALL COMPOSITE PANEL BULB VINYL CGI -382 .090 ALUMINUM SHEET 3/4' PLYWOOD .090 ALUMINUM SHEET SILICONE , -SIUCONE GE -1200 GE -1200 DOW 995 DON 995 DOW 899 DOW 899 1" OVERALL COMPOSITE PANEL Engr: JAVAD AHMAD CIVIL FLA. PES 70592 CA.N. 3538 UNC n 2012 MCT an rlQO GLAZING STOP OPTIONS 1639r .065 4 .776 CGI -375 CG —396 Si w•6 Nn Fbr1•r. Clyde 652 .754 .744 CGI -504 CGI -515 .672 L N -a x.080 1-'5L CGI-519 DOORS AND SIDEUTES CAN BE GLAZED USING SQUARE OR OGEE GLAZING BEADS/ADAPTERS DWG. NO.: W98-01 • CG\ WINDOWS de DOORS 10100 northwest 25 street miomi, floddo 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 1.2 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 84" (TESTED SIZE) 74 1/2" (TESTED SIZE) 4 1/4" 3" 3• 24" Atk FRAME WIDTH 6" 3" 24" MAX. 4 1/4" 35-1/2" MAX. PANEL WIOTH •. •�• • It • • • •• • • • • LARGE MISSILE IM7!'ACT ••• • • •• • • • •• MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER U TO CQi.uMIT) • - 142.0 PSF • GLASS TYPE 'A' • • • • • • • • • • • • • • • LOCK OPTION 110AAICGI 3 POINT MEIMAINISM •/ BAL46WIN RIES .200 DEQ Bol• • •• • • • • ••• • ••• • ••• ••• • • • • • • • HAGER SS HINGES k -i \ FRAME HEIGHT 82 1/8' ' R d N i, / / 1 24 3/4• / / —. \cn \ \ — n D.L0. 12 11 \ o . O PANEL HEIGHT , 12" MAX. Ir., / / ACTIVE \ \ \ 1°-.... J// 10M 3 O // — co M — \ts— \ . / / INACTIVE \ ACTIVE to I 35-1/2" MAX. PANEL WIOTH •. •�• • It • • • •• • • • • LARGE MISSILE IM7!'ACT ••• • • •• • • • •• MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER U TO CQi.uMIT) • - 142.0 PSF • GLASS TYPE 'A' • • • • • • • • • • • • • • • LOCK OPTION 110AAICGI 3 POINT MEIMAINISM •/ BAL46WIN RIES .200 DEQ Bol• • •• • • • • ••• • ••• • ••• ••• • • • • • • • HAGER SS HINGES Engr: JAVAD AHMAD CML FLA. PE d 70592 C.A.N. 3538 f f I6161114ff YiV SS �w•�l d 11�wM 1•e FloridalA..:Ns /2-d1vSg3 .N.r-*.r f, ul DWG. NO.: W98-01 • CG\ WINC,OWS ac DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 1.3 of 7 • • • • • • • ••• • • • • J • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • k -i ' R d N / / / / /i \ . / / J 3 —. \ o . O \ Ir., ACTIVE \ Engr: JAVAD AHMAD CML FLA. PE d 70592 C.A.N. 3538 f f I6161114ff YiV SS �w•�l d 11�wM 1•e FloridalA..:Ns /2-d1vSg3 .N.r-*.r f, ul DWG. NO.: W98-01 • CG\ WINC,OWS ac DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 1.3 of 7 • • • • • • • ••• • • • • J • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • 74 1/2" (TESTED SIZE) 4 1/4" 3" 24" MAX. 3 FRAME WIDTH 6' 3" 24" 3" MAX. 4 1/4" 4 1/4" a // 1001 OR 10E ACTIVE Fl kA H CONCEALED VERTICAL ROD // ACTIVE 03 ie 551 4 35-1/2° MAX. • 6" 6" 24" 7 1/4" •• ••• • • • • • •• PANEL WIDTH • • • • DGDlis° L :APAC41 'ter i FRAME HEIGHT FRAME WIDTH EXT.(+) INT.(-) 96-1/2" 74-1/2" 70.0 70.0 84-1/2" 74-1/2+•• 80.0 • 810 • • • • • •• • DOOR NOT RATEI�F01? WATEQ NFILTRATI:N RESIS:1NC: • • • • • • QUALIFIED WITH ALL•/ASS 1=PiS S?io% eN SH:T =2 • • • • • LOCK OPTIONS' 1V1I IND 1 R)E 1 • • • • • • • • 01 38 9/16" FRAME WIDTH 24" MAX. H-0 CVR PANIC HARDWARE 1.61 Of CONCEALED VERTICAL ROD / / / / • // 10DJ OR 10E ACTIVE 1 r-1 k,I H APPROVED PANIC HARDWARE FOR DOORS DOR-0—MATIC SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE 6 g g 409 71/4" tio Eng: JAVA° AH MAD CML FLA. PE 1 70592 CAN. 5538 UN2)201 Madilltiar REVISED =MJMOwl wide W PIrf6. _�Code didededawPw /9 n98I A 3 DWG. NO.: W98-01 • CG\ WINDOWS 8c DOORS 10100 northwest 25 street miami, Florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 1.4 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BILL OF MATERIALS ITEM DESCRIPTION 1 12A 12B 3 4 5 6 7 8 10 #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 3/8-16 FULLY THREADED CONTINUOUS ROD 3/8-16 HEX NUT 1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" 0.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 © CENTER OF PAIRS SPACED 6" 0.C. & 24" 0.C. MAX. #10 X 1" PH—PH—SS TEKS SCREW, © 3" Sc 7" FROM ENDS & 19-3/8" 0.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" 0.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM—TITE WEATHERSEAL (AMESBURY # 32011) ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) 110A 10AA 1061 11001 1000 11001 110E1 11OF1 CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. SINGLE POINT LOCK (1) DEADBOL; E?A? WI1: S�RI�S $210.: • • • • • •• • • • • • SINGLE POINT LOCK (1) DEADBOLT 1119% COP:ER: CR•EE: yE• RI S Q82414. DOR-0—MATIC SERIES 1690 TOUC- AR DEt/ICE•WI11-I • • CONCEALED VERTICAL ROD SEE SHEET 1.4. JACKSON 20 SERIES PANIC EXIT•WITd•2p85/20x36 CON,CEALED'RTIC4►L ROD EXIT DEVICE SEE SHEET 1.4. • • • • • • • • • • • • • • • • • • • CGI CUSTOM SURFACE MOUNTED• $LIDS �OL•fS •N!TH CGI vNQ BprTS £T :CTIVE LEAF (AT TOP & BOTTOM) WITH BAI•006N S IES 8900•DEAG BOLT. • • • • 112 131 1 141 171 181 191 HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL CGI 4-1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12-24 X 1/2" F.H. M.S. (3 PER PANEL UP TO 7-6 3/4" HIGH) (4 PER PANEL OVER 7-6 3/4") CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #8 X 1/2" PH SMS. SEE SHEET 1.2 FOR GLAZING OPTIONS SILICONE GE -1200, DOW 995, DOW 899 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. = EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063—T6. 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063—T5. 11 g roODUCT pEVISND Emir: MAD AHNAO C.ML FIA. FE # 70592 CAN. 3538 wing 1.46 Me Plow*. 3_•l oseges /52570L.0 WIZ 3 DWG. NO.: W98-01 • G\ WINDOWS ac DOORS 10100 northwest 25 street miomi, Ilorido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 2 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .180 2882 CGI -507 DOOR FRAME HEAD/SILL CGI -5 1 JAMB COVER 4.562 rl.zso-y .750 L JI r .150 125 1 2.358 CGI -509 FRAME JAMB/MULLION r 1.1021 CGI -503 NARROW SIDELITE STILE CGI- 502 JAMB/LOCK/SIDELITE STILE 656 CGI -505 ASTRAGAL .075 4.813 1.844 -- C- f ___7 7 CGI -500A TOP RAIL 3.122 4.522 2.388 CG -510 SIDELITE MULLION jHtf-L5 075 F -1 .063+1-r CGI -508 FRAME COVER 5.777 1.644 --y "t.2SL51_fl .125-4- • • •• • •• • •• •• • • •• •• • ••i • • • • • •• •• �1G� 501, • BOTTOM RAIL 7.312 • • •• •• •• • • .• • SADDLE THRESHOLDS 1.644 -1 3.277 CGI -514 HORIZONTAL MUNTIN • • • • •• • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • g� 2 639 r._ � m 065 >� ' N 060 m ep j .652 .778 la +I .754 la -.d .744 CGI -375 CGI -504 CG -395 CGI -519 Engr. JAVAO AHMAD CIVIL FU. PE / 70592 C.A.N. 3538 UN?92012 Ml libbUCT REV1.98M =Oft with usfled ode Meplesee 1110wiew Iwo C1// Nide MINI amill CGI -515 DWG. NO.: W98-01 • CG\ WINDOWS 8c DOORS 10100 northwest 25 street miomi, Florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 2.1 of 7 Bolt Assembly 1/2• Rod Keyed Cylinder/Deadbol Assy. (BOTTOM SIMILAR) Bolt Housing #10 x 3/4" PH SMS Linkage Assy. 1 ill 11 j,1111 Connection �;� Wheel TOP SECTION SHOWN CGI CUSTOM 3—POINT LOCK #10 x 3/4" PH SMS Flushbolt Tip Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) Flushbolts (Inactive Panel) .• 000 • • • . . •• • • • • • • . • • •• •041 •• • • • •• • ••• • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • •• . • • • • • 000 • •.• • •0• • Bolt 1 1 Threaded Rod Keyed Cylinder Deadbolt Assembly Actuator Arm REGENT 3 POINT COMMERCIAL LOCK 0 #10 x 3/4" PH SMS Actuator Arm i 1/2 r."-1 1 l 3g I/2• Bolt Housing Bolt Tip TOP SECTION SHOWN (BOTTOM SIMILAR) #10 x 3/4" PH SMS #10 x 3/4" FH SMS SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT rAQDUCT ACVICY mat saws«ria. 81116.6• •eyr�(bfS�/��/3 �irill�ialiirildrsr� ` Surface Mounted Activator DWG. NO.: W98-0 Engr: JAVAD ANNA() CML FLA. PEM 70592 CA.N. 3538 JUI4/? 2012 • CG\ WINDOWS dt DOORS 10100 northwest 25 street miomi, florid° 33172 product : Series 450 Outswing Doors & Sidelites dote 10-20-97 sheet 2.2 of 7 000 • • • • • • . • • • • • • • • • • • • • ••• • • • • . • • • • • • • • • •• •• • • • •• •. 0110 • • • •00 • • #12 x 1 1/2" FH SMS Keeper Top Lock Assembly Dor—O—Matic 1690 Bottom Bolt Bolt Guide L 1/2- •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • ••• . ••• • ••. • p Q #10 x 1/4" FH MS #10 x 1/4" FH MS Engr. JAVAD ANMAD CIVIL M. PE #70592 C.A.N. 3538 UN292012 #8 x 3/4" FH SMS I/2' Strike Plate Top Guide w/trip release Top Bolt Bottom Bolt Bolt Guide Ml1NYW McVIs9A) * us.. rt...'Pl./2—e oc• Ilipr.r.. Dime /// 47/4, Jackson 20861 #10 x 1/2" FH MS #10 x 1/2" FH MS DWG. NO.: W98-01 • CG\ WINDOWS 8c DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites date . 10-20-97 sheet 2.3 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" DIA. ULTRACON 6" FROM ENDS AND 24" O.C. (INTERMEDIATE/ ANC RS) (SEE/SNEET 1/4" DIA. ULTRACON SEE SHEET 7 3 KS 1X4 PT WOOD SEE NOTE BELOW FRAME HEIGHT SEALANT .100 1101190.. ,4114 204 PT WOOD SEE NOTE BELOW r t t OPTIONAL INSTALLATION NTO 2X4 PT WOOD SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAGEMENT TYPICAL 1X4 PT WOOD 509 511 TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON 0 6" FROM ENDS AND 19-3/8" O.C. FOR LOADS UPTO 70 PSF 14-1/2" O.C. FOR LOADS UPTO 110 PSF 12" O.C. FOR LOADS ABOVE 110 PSF (SEE SHEET 7) -I EXTERIOR PANEL WIDTH 375 TYPICAL TYPICAL "--.125 OPTIONAL SQUARE GLAZING (SEE SHEET 1.2) 0 (7 TYPICAL 912 SCREWS 3/ END 1/4" DIA. ULTRACON 509 r 1 -1/4" EMBED i -r 1 G 1 .1SO EXTERIOR 250 a 2X4 PT WOOD OPTIONAL INSTALLATION INTO 2X4 PT WOOD INTERIOR FRAME WIDTH 13 ASTRAGAL REGD. FOR WATER RESISTANT DOORS ONLY .688 1.250 505 502 r 11TH f l 4 1 502 OR 16 NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI MUST BE PROPERLY SECURED AND MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. •o• 00%" DAOM•EN05D• ••• 2 ` . • • • • 0 ER DI:TE �1Il:FIORS) •• • • __ •• • • • •• col d • -.I .675 EXTERIOR NOTE: • ALL 'ANCHOR 4COND5IONS SHOWN ON •SFrE1s 3, : At D:5 PAY BE DIRECTLY A • ' 'WITH:1,=4" MAX. SHIM SPACe• e ° ' • •WITH DUT VARIARON IN CAPACITY. TO: MQSCNRLIN 2 9 2012 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 DWG. NO.: W98-01 • CG\ WINDOWS 8c DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 3 of 7 THIS SILL IS NOT RATED FOR WATER 502 511 MULLION j1 2.878 �1zso� L. �qq O J DOOR PANEL WIDTH 11 DOOR FRAME WIDTH 1- 511 I 502 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1'-6" WIDE OR SMALLER. 6 .125 1.918 4.812 EXTERIOR —SEALANT SIDEUTE PANEL WIDTH 1X4 PT WOOD SEE NOTE SHEET 3 -1/4' 618. 502 SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH r`�►r1l�ti\t. ADA SADDLE EXTERIOR SWEEP .500 A AIM d , DOE 1ST. c 0 0 THIS SILL IS NOT RATED FOR WATER RESIDENTIAL SADDLE 4" WIDE SADDLE THRESHOLD •• ••• • • ••• 540 • • : • • 1/4" DIA!!LTRAeOIN e..A © 6" FROM ENDS Sc 24" 0.C. • •:•rINMS. 3 SI CON:REIE : c a ' •• • • a • • • ••• • EXTERIOR • • • • •• ••• • • • • ••• •• • • x.125 • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • LAW PoMg 3 K51 ONCR TE- .15 A \ Na 0-0 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS 1/4' En9r. JAVAD AHMA0 CNa FLA. PE / 70592 CAN. 3538 JUN 2 92012 !lrOWW WA) =wish IV PlerMa SHIM / M• /2 .7, . 0�3 roar* 1/4" DIA. ULTRACON ® 6" FROM ENDS & 19-3/8" O.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 DWG. NO.: W98-01 • CG► WINJOOWS ez DOORS 10100 northwest 25 street miami, tiorido 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 4 of 7 MULLION TYPE 1 NIDE STILE -WIDE STILE 502 511 511 III 111 0 `; 502 i I 6 /, .125 N .675 1.918 4.812 SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 2 WIDE STILE -NARROW STILE 502 4 .6 5 511 mg • 1•1 4.812 SEALANT 4.812 EXTERIOR .675 L SIDELITE PANEL WIDTH 511 1.918 SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 3 NARROW STILE -NARROW S11IE 6 503 EXTERIOR L 1.062 .675 EXTERIOR SIDELITE PANEL WIDTH • • • • • • SIDELITE PANEL WIDTH 25 •• 06 • • • • ii 1PANEL WIDTH leANEL F WIDTH PANEL WIDTH PANEL WIDTH WIDTH (W) - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS • • •• • 508 • • .. • • • Ip Eng r: JAVAD CMAHM017 1.918 U 8 g i € FLA. PE / 70592 IIYY C.A.H. 3538 • • • • �yCrC�: • • • • • • • SIDELI�E•PA PA• NEL* s�' as 4 /I 2J 2012 MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDTH (6) HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 1/6 100.0 110.0 100.0 110.0 100.0 110.0 2/0 100.0 110.0 100.0 110.0 100.0 110.0 2/6 6/8 100.0 110.0 100.0 110.0 - - 3/0 100.0 110.0 100.0 110.0 - - 3/6 100.0 110.0 70.0 70.0 - - 1/6 100.0 110.0 100.0 110.0 100.0 110.0 2/0 100.0 110.0 100.0 110.0 100.0 110.0 2/6 7/0 100.0 110.0 100.0 110.0 - - 3/0 100.0 110.0 100.0 110.0 - - 3/6 100.0 110.0 - - - - 1/6 100.0 110.0 100.0 110.0 100.0 110.0 2/0 100.0 110.0 100.0 110.0 70.0 700 2/6 7/6 100.0 110.0 100.0 110.0 - - 3/0 100.0 110.0 70.0 70.0 - - 3/6 100.0 110.0 - - - - I/6 100.0 110.0 100.0 110.0 100.0 110.0 2/0 100.0 110.0 100.0 110.0 70.0 70.0 2/6 8/0 100.0 110.0 100.0 110.0 - - 3/0 100.0 110.0 - - - - 3/6 100.0 104.6 - - - - 1/6 100.0 110.0 100.0 110.0 100.0 110.0 2/0 100.0 110.0 100.0 110.0 - - 2/6 8/6 100.0 110.0 100.0 100.4 - - 3/0 98.9 98.9 - - - - 3/6 70.0 70.0 - - - - 1/6 100.0 110.0 100.0 110.0 100.0 110.0 2/09/0 100.0 110.0 100.0 104.1 - - 2/6 98.1 98.1 70.0 70.0 - - 3/0 82.9 82.9 - - - - 1/6 70.0 70.0 70.0 70.0 100.0 110.0 2/0 9/6 70.0 70.0 70.0 70.0 - - 2/6 70.0 70.0 - - - - 3/0 70.0 70.0 - - - - I/6 70.0 70.0 70.0 70.0 70.0 70.0 2/0 10/0 70.0 70.0 70.0 70.0 - - 2/6 70.0 70.0 - - - - 3/0 59.9 59.9 - - - - MAMMYOCT 8 VISSO =roe.i wM the pHoeft� kliflone .. _,2 X7o__ �dw � X14 DWG. NO.: W98-01 • EI WINDOWS 8.4 DOORS 10100 northwest 25 street miami, florid° 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 5 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELITES NARROW STILE SIDELITES LIMITED TO 18" OR LESS) DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. NOM, PANEL WIDTH NOM. PANEL HEIGHT GLASS TYPE 'A' 7/10" COMPOSITE PANELS 1" COMPOSITE PANELS GLASS TYPE 'A1' GLASS TYPES B' & '81' EXT. (*) INT, (-) EXT. 0+) INT. 1-) EXT. (+) INT. (-) 2/0 2/6 3/0 3/6 6/8 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 700 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 7/0 100.0 110.0 70.0 70.0 900 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 700 90.0 90.0 2/0 2/6 3/0 3/6 7/6 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 105.0 100.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 8/0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 700 70.0 90.0 90.0 70.0 70.0 70.0 70.0 • 2/0 2/6 3/0 3/6 8/6 100.0 110.0 70.0 • 70.0 100.0 110.0 70.0 70.0 • 100.0 110.0 70.0 ■ 70.0 ■ 70.0 70.0 70.0 • 70.0 • 2/0 2/6 3/0 9/0 100.0 110.0 70.0 70.0 • 100.0 110.0 70.0 • 70.0 • 100.0 1100 70.0 • 70.0 • 2/0 2/6 3/0 9/6 70.0 70.0 70.0 • 70.0 • 70.0 70.0 70.0 • 70.0 70.0 70.0 70.0 • 70.0 2/0 2/6 3/0 10/0 70.0 70.0 70.0 • 70.0 • 70.0 70.0 70.0 • 70.0 • 70.0 70.0 70.0 • 70.0 • LOADS AND OWN MANE ARE FOR DOORS USING THRESHOLDSIN ANY CONDITION & WHERE WATER INFILTRATION REOUIREMEN S ARE NOT APPLICABLE. ' GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN OUTSWING OUTSWING (SADDLE) 539 • 4/W4 Ea." . • • ~I • • • •• • • • • • • ••RESIE ItfIAL (SU3 ) • • • gx� PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 PARTIAL COMPOSITE PANEL OR GLASS APPLICABLE TO D00R/SIDELITE THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. • • • •• STEPS TO USE CHARTS; 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. • • 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. • • • • • 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5.•SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) • • • It. IDR MULLED SIDEUTE REFER TO MULLION CAPACITY. • • • Z• (OWER DESIGN PRESSURE FROM LOCK, GLASS, PANEL PERFORMANCE, MULLION • • AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR • • • •THE ENTIRE SYSTEM. Engr:.160AD AHMAD CML FLA. PE if 70592 LAN. 538 J JUN 2 2012 :waft rim& usirah. ere �1/•Mr�*� ••• • • • • • • • s • • • • ••• • • • • • • • •• •• • It ••• • • • ••• • • • • • • • • • • • • • •• •• 0•• • • SERIES 450 OUTSWING DOOR AND SIDELRE COMP-ANL\W98-01C (n EC O w Oct N 3r"M Z z 4 3 o o C7 o 2 r FAX. (305) 593-6592 0 n v n 0 N O 0 a 0 4 X Q ) drawing no. W98-01 sheet 6 of 7 (sheet 7 of 7� 6" 24" MAX. I 1 I P ♦ x I I I PANEL VIDTH --6" 24" r MAX. 1 I 11111. I I. 7 • O SINGLE DOOR OR SIDELITD X24" I MULLION ANCHORS AT SIDEUTE MTG. SOLE ANCHORS MTG. STILE ANCHORS 3" MIN. IYP. ANCHOR SPACING • // // PANEL WIDTH Ir; 1 PANEL MOTH 3" MIN. 1YP. DOUBLE DOOR ANCHOR SPACING l CLUSTER OF ANCHORS 3, 4, 5 OR 6 (3) 2 AT SIDELITE 1 AT DOOR (5) 3 AT SIDEUTE 2 AT DOOR SEE CHART FOR CAPACITY -\ - MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. DESIGN LOAD CAPACTY-PSF NOMINAL �� / ♦ -/ ♦ ♦ ♦• PANEL WIDTH // / "/ / / 1 / S_ // • • • •• •• TYPE 'C' TYPE 'B' & TYPE 'C' AT SSI SILL III III; PANEL WTOT 4 PANEL Ill 111 WIDTH PANEL WIDTH PONEL 44111121 • • • •• • g . ig • 1-g ig MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. DESIGN LOAD CAPACTY-PSF NOMINAL DINS. DESIGN LOAD CAPACTY-PSF PANEL WIDTH PANEL HEIGHT TYPE '6' TYPE 'C' TYPE 'B' & TYPE 'C' AT SSI SILL TYPE 'C' AT S-0 & SS2 SILL CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS PANEL WIDTH PANEL HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 5 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 6/8 100.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 6/8 105.7 110.0 110.0 110.0 110.0 81.1 110.0 110.0 110.0 110.0 84.5 110.0 110.0 110.0 110.0 68.0 90.7 110.0 110.0 110.0 70.4 93.9 110.0 110.0 110.0 58.6 78.1 110.0 101.3 110.0 60.4 80.5 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 95.6 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 100.7 110.0 110.0 110.0 110.0 77.2 103.0 110.0 110.0 110.0 80.5 107.4 110.0 110.0 110.0 64.8 86.4 110.0 110.0 110.0 67.1 89.5 110.0 110.0 110.0 55.8 74.4 110.0 96.5 110.0 57.5 76.7 110.0 108.0 110.0 2/0 2/6 3/0 3/6 7/6 89.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/6 94.0 110.0 110.0 110.0 110.0 72.1 96.2 110.0 110.0 110.0 75.2 100.3 110.0 110.0 110.0 60.5 80.7 110.0 104.6 110.0 62.7 83.6 110.0 110.0 110.0 52.1 69.5 104.3 90.1 110.0 53.7 71.6 107.4 100.9 110.0 2/0 2/6 3/0 3/6 8/0 83.7 111.6 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/0 88.2 110.0 110.0 110.0 110.0 67.7 90.2 110.0 110.0 110.0 70.5 94.1 110.0 110.0 110.0 56.8 75.7 110.0 98.1 110.0 58.8 78.4 110.0 110.0 110.0 48.9 65.2 97.8 84.5 107.8 50.4 67.2 100.8 94.6 110.0 2/0 2/6 3/0 3/6 8/6 78.8 105.1 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/6 83.0 110.0 110.0 110.0 110.0 63.7 84.9 110.0 110.0 110.0 66.4 88.6 110.0 110.0 110.0 53.5 71.3 106.9 92.4 110.0 55.4 73.8 110.0 103.9 110.0 46.0 61.4 92.1 79.6 101.5 47.4 63.3 94.9 89.1 110.0 2/0 2/6 3/0 9/0 74.5 99.3 110.0 110.0 110.0 2/0 2/6 3/0 9/0 78.5 104.6 110.0 110.0 110.0 60.2 80.3 110.0 104.0 110.0 62.8 83.7 110.0 110.0 110.0 50.5 67.3 110.0 87.3 110.0 52.3 69.7 104.6 98.2 110.0 2/0 2/6 3/0 9/6 70.6 94.1 110.0 110.0 110.0 2/0 2/6 3/0 9/6 74.4 99.1 110.0 110.0 110.0 57.0 76.1 110.0 98.6 110.0 59,5 79.3 110.0 110.0 110.0 47.9 63.8 95.7 82.7 105.6 49.6 66.1 99.1 93.1 110.0 2/0 2/6 3/0 10/0 67.1 89.4 110.0 110.0 110.0 2/0 2/6 3/0 10/0 70.7 94.2 110.0 110.0 110.0 54.2 72.3 108.4 93.7 110,0 56.5 75.4 110.0 106.1 110.0 45.5 60.6 91.0 78.6 100.3 47.1 62.8 94.2 88.4 110.0 TYPE 'B'- • • • •• • • • •• ••• • ANCHORS: 1 /4" DIA. ULTRACON BY 'EI CO' (ru-177 KSI, Fr. 155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY EDGE DISTANCES INTO CONCRETE AND MASONRY = 2" MIN INTO WOOD STRUCTURE = 1" MIN. •• • • • 'TOE 'C'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 K51, Fr. 155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONC. EDGE DISTANCES • INTO CONCRETE = 2-1/2" MIN. • • • ••• • • • • • • • • • • • • • ••• • ••• • • • • • • • .. • ••• • • • • ••• • • • 0 • • • • • • • • • ••• 0 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONCRETE f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" O.C. AT HEAD & SILL. -AT HEAD AT HEAD OR SILL STEPS TO USE CHARTS: 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REQUIREMENT DETERMINE IN STEP 1 OF SHEET 6. Eng C: ,MMAD AHMAD CML FLA. PE / 70592 CAM. 3538 2 9 2012 YYl� M•Millminohe Imo Ouliplow• 114k../20,/ rlll•Ik 41481) z n 01 3 a 8 CC C, 5 0 ID 0 n u a a 0 5 a a c (dotes 01-02-98 0 S drawing no. W98-01 HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. PANEL CORNER DETAIL •• ••• • • • • • • •• • • • • • •• ••• •• • • • EXTERIOR /I #12 SCREWS 2/ END jSS2) RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION INTERIOR EXTERIOR /12 SCREWS 3/ END • ••• • • • • • • • • • • • • • • •• • • • • • • •• • • • •_• • ••• • • • • • • • • • • • • • • • • • ••• • LQ) STD SILL CORNER DETAIL INTERIOR r umuCT UMW/ ra,_ft d wll�Oe16 1 /001, A/Paes4AZ O/l #12 SCREWS 2/ LEG 2 X 2 X 1/4' ALUM ANGLE EXTERIOR INTERIOR (SSI) ADA SILL CORNER DETAIL #12 SCREWS 2/ LEG 2 X 2 X 1/4' ALUM ANGLE EXTERIOR INTERIOR ADA SILL • MULLION Engr. JAVAD ANMAD CLIC FIA PE / 70592 C.A.N. 3538 N .2 9 2012 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • 00 •• ••• • • • 000 • • ro4"V c 0 n v n 0 00 1 s v o� 5 drawing no. W98-01 sheet 7.1of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Mr. Glass Doors & Windows, Inc. 7440 NW 66th Street Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "MG5000" Aluminum Window Wall System — L.M.I. APPROVAL DOCUMENT: Drawing No. W11-39, titled "Series MG5000 Alum. Window Wall System (L.M.I.)", sheets 1 through 12 of 12, dated 07/15/11, with revision A dated 03/05/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy Product Control Section. • . • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant : . .' • LABELING: Each unit shall bear a permanent label with the manufacturer's Mitt' or logo' City, state; model/series, and following statement: "Miami -Dade County Product Control Approved", unles:btherwisi'� • noted herein. • . .... .••. RENEWAL of this NOA shall be considered after a renewal application has beenlilod•and there has been.:..' no change in the applicable building code negatively affecting the performance of Hs 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 thig NOA as artertdorsemet t of any product, for sales, advertising or any other purposes shall automatically termidatg this NOA. Failurr 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 renews NOA# 12-0328.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document inentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMIDADE COUNTY APPROVED NOA No. 13-0107.03 Expiration Date: April 03, 2018 Approval Date: March 14, 2013 Page 1 Mr. Glass Doors & Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W11-39, titled "Series MG5000 Alum Window Wall System (L.M.I.)" Sheets 1 through 12 of 12, dated 07/15/11, with revision A dated 03/05/12, prepared by Ai-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted tender previous NOA#12-0328.06) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5447, dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA # 08-1114.16) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2004 and FBC 2007, prepared by Al—Farooq Corporation, dated 09/02/08, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA#11-0720.09) 2. Glazing complies with ASTM E1300-04 : •• . D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic ResouratrtER) .' • • •. E. MATERIAL CERTIFICATIONS . . . . • .. .. .. .. .' . . . 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont petlerours &•Co., Inc. . for their "DuPont SentryGlas® Interlayer" dated 08/25/11, 8xpirithg onaVJ I17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont t e. emours & Co., Int for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring o ,1211/1 ti Manuel Pere .E. Product Control Exam ner NOA No. 13..D 7.03 Expiration Date: April 03, 2018 Approval Date: March 14, 2013 E-1 . Mr. Glass Doors & Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated December 19, 2012, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 05, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0328.06) G. OTHER 1. Notice of Acceptance No. 12-0328.06, issued to Mr. Glass Doors & Windows, Inc. for their Series "MG5000" Aluminum Window Wall System — L.M.I., approved on 06/07/12 and expiring on 04/03/13. 00 00 • . . . .... . .. . .. . . •• • . . .• •. . .... .... . . .... .... . . . . . .. .... .... . •• . . . • . • •• • • . • . • . .. . .... • . . .. Manuel Perez,.P E. Product Control E a�m�i�n�e r NOA No. 13.010:03 Expiration Date: April 03, 2018 Approval Date: March 14, 2013 E-2 (sheet 1 o112) 1 0 4" MAX. HEAD/SILL CORNERS D.L. OPG. SEE SHEET 2 'I1L D.L. OPO. SEE SHEET 2 OPG. SEE SHEET 2 e 111? HEAD/SILL I� CORNERS 11 ANCHORS TYPE 8, C D 2, 2, 3 OR 4 A7TJAMB EACH JA--' SEE SHEET 6 SERIES MG5000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED ANO TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIQNrt/EUDOITil • • HURRICANE ZONE (HVHZ). • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY • TO •TRANSFEIR • • LOADS TO THE STRUCTURE. • TTl IfTif MAX. MULLION SPACING SEE SHEET 3 & 4 ANCHORS TYPE A, BI, C OR D I 2, 3 OR 4 AT EACH SIDE OF MULLION--• SEE SHEET 6 TYPICAL ELEVATION INSTRUCTIONS; USE CHARTS AS FOLLOWS. 1-� r / SEE 'MR.\GIASS' L.MJ. DOOR\NOA FOR DOOR RAi!NO & DETAILS. \ LL � _ DOOR MULLION ANCHORS SEE SHEETS 6 & 7 • iTE? 1, F7ERMINE DESIGN WIND LOAD REQUIREMENT BASSO -OR WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USINO APPLICABLE ASCE 7 STANDARD. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAIL, ANClR1RS • • EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE I5 USED IN DESIGN OF ANOHOR6 INT• WOOD ONLY.* MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SEWS,• HAT • • • COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAII M14T•THE • REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 24436.4. • • • • • :ft: 2 SEE CHARTS ON SHEET 2 FOR DESIGN LOAD • • • •CAPACITY OF DESIRED GLASS SIZE. STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACINO AND HEIGHT USING CHARTS ON SHEETS 3 THRU 7 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. D.L. OPO. WIDTH SEE CHART SHEET 2 V 0 P I fg 0 M y� o D.L. OPG. WIDTH rSEE CHART SHEET 2 J 3 O ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. ''ADDUCT RENETVMT AS chntplying wIlh the /Goti6Y, SRIULIR Code Aeeepmnet No Ezphallon Date By �/ 11//grade produel • • USING CHARTS ON SHEETS 6 & 7 SELECT ANCHOR OPTION, � • • '_"�� * H RESIGN RATING MORE TWIN DESIGN LOAD SPECIFIED / • • • II• STIP 1 ABOVE. • • •• • • • • • ST 5 Tie WREST VALVE RESULTING FROM STEPS 2, 3 • T. • AND/y4 SHALL APPLY TO ENTIRE SYSTEM. Engr. JAVAD AHMAD CIVIL FIA. PE ! 70592 C.A.N. 3538 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LAMINATED GLASS LARGE MISSILE IMPACT PRODUCT RRVISITD nY complying with tiw FlrAma Building Godo Acmplanoa No iration Dato / ;.0. C47PR= • By .1/C.... '. Miomi ade.' , .... � MAR 0 bl aD b 5 drawing no., W11-39 GLASS LOAD CAPACITY - PSP NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' 0.1.0. 610111 D.L.O. HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT,(-) 28' 80.0 130.0 32° 80.0 130.0 36" 80.0 130.0 40' 84-1/2' 80.0 130.0 44-1/4" 80.0 130.0 48' 80.0 130.0 52' 80.0 130.0 . 58-1/4' 80.0 130.0 28' 80.0 130.0 32' 80.0 130.0 38" 80.0 130.0 40" 90-1/2" 80.0 130.0 44-1/4" 80.0 130.0 48' 80.0 130.0 52° 80.0 130.0 28' 80.0 130.0 32" 80.0 130.0 38' 80.0 130.0 40' 98-1/2" 80.0 130.0 44-1/4" 80.0 130.0 48" 80.0 130.0 52' 80.0 127.2 28" 80.0 130.0 32" 80.0 130.0 36" 102-1/2' 80.0 130.0 80.0 130.0 40" 44-1/4" 80.0 130.0 48" 80.0 128.9 28' 60.0 130.0 32" 80.0 130.0 36" 108-1/2" 80.0 130.0 40" 80.0 130.0 44-1/4" 80.0 130.0 28' 80.0 130.0 32' 80.0 130.0 38' 114-1/2" 80.0 130.0 40' 80.0 130.0 44-1/4" 80.0 130.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). 0.10. WIDTH ,y b 0.1.0. MOTH •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • 6 • • • • • • • • • • • • • •• • •• • • • • • • ••• • ••• • ••• • ALTERNATE BUTTON BUMPER O IN LIEU OF VINYL SPACER® SILICONE DOW CORNING 982 DOW CORNING 795 1/4" HEAT STREW() GLASS 090" INTERLAYER BUTACITE PVR BY 'DUPONT' 1/4" HEAT STREN'D CLASS GLASS TYPE 'A' SIUCONE DOW CORNING 795 1/4" HEAT STREN'D GLASS 090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/4' HEAT STREN'D GLASS • 3 GLASS TYPE 'B' GLAZING OPTIONS GLASS] Enen JAVAD AHMAD 01911 - FIA. PE %. 70592• C.A.N.• 3536 MODEM' RENP.WIED as bmplyIn9 sdlh the Rork % NuI4Ing Code Acceptor cc No EAnlration Dote 51lim MIN inpide PrOd0el Coo 1- PRODUCT REVISBD as complying whit the t:Me 611ilding Code Aeccptasoc No lit Station Me ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W1 1-39 (sheet 2 of 12) J o o •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • 6 • • • • • • • • • • • • • •• • •• • • • • • • ••• • ••• • ••• • ALTERNATE BUTTON BUMPER O IN LIEU OF VINYL SPACER® SILICONE DOW CORNING 982 DOW CORNING 795 1/4" HEAT STREW() GLASS 090" INTERLAYER BUTACITE PVR BY 'DUPONT' 1/4" HEAT STREN'D CLASS GLASS TYPE 'A' SIUCONE DOW CORNING 795 1/4" HEAT STREN'D GLASS 090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/4' HEAT STREN'D GLASS • 3 GLASS TYPE 'B' GLAZING OPTIONS GLASS] Enen JAVAD AHMAD 01911 - FIA. PE %. 70592• C.A.N.• 3536 MODEM' RENP.WIED as bmplyIn9 sdlh the Rork % NuI4Ing Code Acceptor cc No EAnlration Dote 51lim MIN inpide PrOd0el Coo 1- PRODUCT REVISBD as complying whit the t:Me 611ilding Code Aeccptasoc No lit Station Me ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W1 1-39 (sheet 2 of 12) MULLION LOAD CAPACITY - PSP MULLIONS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB "Jr JAMB 'Jl' JAMB 'J2' JAMB '13' JANE 10' MULL 'Ml' MULL 'M2' MULL 'M3' MULL 'M4, WID110 (W) FRAOE HEIGHT EXT. (+) INT. (-) EXT. (t) INT. (-) EXT. (+) INT. (-) EXT. (+) INT, (-) 30" 130.0 130.0 130.0 130.0 38" 130.0 130.0 130.0 130.0 42'88-1/2" 130.0 130.0 130.0 130.0 48" 130.0 130.0 130.0 130.0 54' 130.0 130.0 130.0 130.0 60' 130.0 130.0 130.0 130.0 30" 130,0 130.0 130.0 130.0 38' 130.0 130.0 130,0 130,0 42'90. 130.0 130.0 130.0 130.0 48' 130.0 130.0 130.0 130.0 54" 121.7 130.0 130.0 130.0 80' 113.7 130.0 130.0 130.0 30' 130.0 130.0 130.0 130.0 38" 130.0 130.0 130.0 130.0 42"98" 119.9 130.0 130.0 130.0 48' 107.5 130.0 130.0 130.0 54" 98.4 130.0 1270 130.0 60" 91.5 130.0 118.4 130.0 30' 130.0 130.0 130.0 130.0 38" 128.4 130.0 130,0 130.0 42"08-1/2' 110.5 130.0 130.0 130.0 48' 99.0 130.0 130.0 130.0 54' 90.5 130.0 120.8 130.0 08" 85.9 130.0 114.4 130.0 30" 130.0 130.0 130.0 130.0 38" 113.4 130.0 130.0 130.0 42'102" 99.0 130.0 130.0 130.0 48" 88.6 130.0 123.2 130.0 54' 00.7 129.9 111.8 130.0 56" 78.6 126.4 108.7 128.9 30" 112.4 130.0 130.0 130.0 36' 95.0 130.0 130.0 130.0 42" 108' 82.8 130.0 122.5 130.0 48" 73.8 118.0 1080 130.0 53" 68.1 109.0 100.2 119.7 30" 104.8 130.0 130.0 130.0 38" 88.8 130.0 130.0 130.0 42" 110-1/2" 77,1 123.9 116.8 130.0 48" 883 110.5 103.7 124.0 52" 64.3 1014 96.9 115.8 30" 95.3 130.0 130.0 130.0 38' 80,4 129.3 128.1 130.0 42" 114" 69.9 112.5 109.4 13(900 48" 82.3 100.1 97.1 :6.0 50" 60.1 96.7 93.7 112a0 30" 81.5 130.0 130.0 130.00 36" 120. 68.8 110.4 113.5 1.30•.0 42" 59.8 95.9 98.3 117.0 48" 53.0 85.2 87.1 104.1 UNANCHORED AMB OPTIONS AULL OPTIONS ••• • • • • • • •• . • • • ••• •• • • • MULLION 'Ml' • ••• NOTE: • • • INTERPOLATION BETWEEN WIDTHS ALLOWEt• • w1 WIDTH (W) W1 AT FRAME JAMB WIDTH (W) . W1 + W2 AT FRAME MULLION 2 JAMB '21' JAMB '32' JAMB 'J2' • • • • • • • • • • • • • • • • • it • • • • • • •• • • •• • • • ••• • ••• • •.. • MULLION 'M2' MULLION 113' MULUON 'M4' MULLIONS Engr•. JAVAO MAIM CNR FLA:PE.I 7A59? C.A.N. Vats 1 •RO11UCT RRN65ti041 •1 complying With the Fle Rce. Slulding Code C Acceptance No* £� Im1Ln Dale 3,. 6Ra4'_.j f � 'Sly MI91nYDado Prddoc4. PRODUCTRBVISRD of complying with the Plodds Building Godo Acccplaua No RxpiNulon Dnte ••• • • 1• ••• • • • . • • • •• • •• • •• • •••• •• •• •• • •• • • •• • •• • • • • • .• •. • • 1 •• •• ,•• • • • ••• • • MAR 0 7 20121 1 A Js drowing no. W11-39 rheel 3 o(1 MULLION LOAD CAPACITY - PSP MULLIONS WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB '31' JAMB '31' JAMB '12' JAMB '33' JAMB '43' MULL '112' MULL '118' MULL '143' MULL 'M4. WIDTH (W) FRAME HOOHT EXT. (4) INT. (-) EXT. (a) INT. (-) EXT. (a) INT. (-) EXT. (a) INT. (-) 30' 1300 130.0 130.0 130.0 36' 130.0 130.0 130.0 130.0 42' 78, 130.0 130.0 130.0 130.0 46" 130.0 130.0 130.0 130.0 54" 130.0 130.0 130.0 130.0 60' 130.0 130.0 130.0 130.0 30" 130.0 130.0 130.0 130.0 36" 130.0 130.0 130.0 130.0 42"86-1/2" 130.0 130.0 130.0 130.0 48" 130.0 130.0 130.0 130.0 54" 118.1 130.0 130.0 130.0 60" 106.3 130.0 127.2 130.0 30" . 130.0 130.0 130.0 130.0 38" 130.0 130.0 130.0 130.0 42" 90" 130.0 130.0 130.0 130.0 48" 118.0 130.0 130.0 130.0 54" 104.9 130.0 130.0 130.0 60" 94.4 130.0 117.5 130,0 30° 130.0 130.0 130.0 130.0 36' 129.6 130.0 130.0 130.0 42' 96° 111.1 130.0 130.0 130.0 48" 97.2 130.0 129.0 130.0 54" 86.4 130.0 114.7 130.0 80" 77,8 125.1 103,2 123.4 30" 130.0 130.0 130.0 130,0 38" (20.0 130.0 130.0 130.0 42'102.8 96-1/2' 130.0 130.0 130.0 48" 90.0 130.0 122.8 130.0 54" 80.0 128.7 100.0 130.0 58' 74.5 119.8 101.4 121.2 30" 129.7 130.0 130.0 130.0 36" 108.1 130.0 130.0 130.0 42"102' 92.6 130.0 130.0 130.0 48" 81.0 130.0 114.3 130,0 54" 72.0 115.9 101.6 121.4 56" 69,5 111.7 98.0 117.1 30' 109.2 130.0 130.0 130.0 36" 91.0 130.0 130.0 130.0 43" 108" 78.0 125.5 118.5 130.0 48" 68.3 109.8 102.0 121.9 53" 61.8 90.5 93.3 110.4 30" 102.0 130.0 130.0 130.0 00" 800 1390 129.9 130.0 42" 110-1/2" 72.8 117.2 111.3 130.0. 63.7 102.5 97.4 4 116/ 48" 52" 58.6 94.6 89.9 , 10X4 30" 92.9 130.0 130.0 130.0 • 36° 77.4 124.5 122.0 13016 • 42" 114" 68.3 106.7 104.8 (25.0 48" 58.0 93.4 91.6 109.4 50" 55,7 89.8 87.8 105.0 30" 79.8 128.1 130, • rsw6 36"120" 66.4 106.7 110.1 •(30.0 42" 56.9 91.5 94.4 1118 48" 49.8 80.1 82.6 • UNANCHORED HAD OPTIONS MULL OPTIONS JAMB '31' INTERMEDIATE HORIZONTALS WIDTH W) . WI AT FRAME JAMB INTERMEDIATE HORIZONTALS ■■w rn dP.# • WI _ W2 WIDTH (W) - WI + W2 AT FRAME MULLION 2 JAMB 'J2' F AMB 'J3' MULLION '111' MULLION '118' MULLION 1.13' •• • • • • • • • • • • • • • • • • •• • • • NOTE: • • • • • • • • • INTE�O� TIEN 6D'ETWEOIN W I.4\LLOWED. MULLION '744' MULLIONS Engel 1AVAD IMMAO FIA:i ',3 70592 536' . '1tODUCTRENEW O its complying a11h the Flo t 6 !lidding Code Ancplanc4 No Expiration 1 1 .1 Ry03(.. Gl`!itr} 61i8m4/J6dcPr Mittel Con PRODUCT REVISED as complying with the PIOrW6 Bondi)* Code Accoplan0o No E Melton Dere BY U ! y‘' Mtlont - . gPtodoct •'�IrO(, 1 i 1 O(3 MAR 0 7. 7.41Z • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • drawing no. W11-39 (sheet 4 o(12 sheet 5 of 12) 9JDBWTB WIDTH INCURS 32 36 42 48 54 60 32 36 42 48 54 32 38 42 48 DOOR MULLION 1.0A0 CAPACITY -PSP PRANG 08106T INCITES JAMB '251' MULL '4101' EXT. +) INT. (-) 86-1/2 98-1/2 110-1/2 420.0 120.0 120.0 120.0 120.0 119.4 109.5 104.2 97.2 91.1 85.7 77.6 73.6 68.8 64,5 JAMB 'JD I' NULL 'MD2' EXT. (+ 195. (- 120.0 120.0 120,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 114.4 106.7 100.0 JAMB '102' JAMB '303' MULL 'MD3' EXT, (+) NL () 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.6 118.4 112.7 105.1 98.5 JAMB '203' MULL 'MD4' EXT. (+) INT. (-) 120.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.7 MR. CUSS 000R SEE SEPARATE NOA 45 1/2" MAX. 0008 WIOTII DOOR MULLION LOAD CAPACITY-PSY JAMB 'DR' JAMB 'JDI' JAMB 'NM' JAMB '203' JAMB '303' 81081.100 FRAME MULL 'MDI' MULL 'MD2' MULL 'MD5' MULL '1,11.14' WIDTH HEIGHT EXT. (+) EXT. (+) EXT. (+) EXT. (+) INCHES INCHES INT. (-) INT. (-) AT. (-) INT. (-) 32 90.0 90.0 90.0 90.0 35 90.0 90.0 90.0 00.0 42 98-1/2 90.0 90.0 90.0 90,0 48 90.0 90.0 90.0 90.0 54 86.7 90.0 90.0 90.0 32 77.6 90.0 90.0 90.0 36 110-1/2 73.8 90.0 90.0 90.0 88.8 90.0 90.0 90.0 42 48 84.5 90.0 90.0 90.0 32 70.6 90.0 90.0 90.0 36 87.2 90.0 911.0 90.0 42 114 62.7 90.0 90.0 00.0 48 58.7 90.0 90.0 90.0 32 80.6 90.0 90.0 90,0 36 120 57.6 89.4 90.0 90.0 42 53.8 83.3 89,1 90.0 40 60.4 78.1 83,5 90,0 MR. GLASS 0008 SEE SEPARATE N0A 45 1/2" MAX. DOOR W10TH CL TO CL 01 O INTERMEDIATE HORIZONTALS OPTIONAL 11 43 3/4" SIOELITE WIDTH MAX. SEE CHART CL TO CL 01M. x 110DUCT RENsw 9 A1 comp/yIng with the Florid: 9vldlnf Calc nc..cprenc=No -J ? Erplra0en Un 4.1/79(40,X/is I/. . 'adeP .F176441' Conl, 137 nom • • • • • • • • JAMB '302' JAIUR 303' • • • DOOR-WINDOWALL TRANSITION MULLION • • • •• ••• •• • • a9r. JAVOI91AD'ANMAO1. FLA PE 0 70592 C.A.N. ]535 PRODUCT REVISED as complying w11h t11a F1o11da Beilding Code Accoplauoe No B pire11, 10410 • ••• • • • • • • • • • • • • • •• 1 • • • • • • • • •• • • • • • • • • • • • MULIXI1 (,454 • itULLION 'MD2' MULLION '5403' MULLION '5404' • B MIem1 • • • • • • • • 41 • • • • • • • • • • • 41 0 0 • • • • • • • • • • • • • • 41 • • • • • • • • • • • • ••• • • Vsti 0 7, 202 drawing no. W11-39 ANCHOR LOAD CAPACITY - POP EXT.(+) h INT.(-) NOMINAL 111145. ANCHORS TYPE 'A' ANCHORS TYPE '0' & 'D' ANCHORS TYPE '0' WIDTH (W) FRAME HEIGH A2 A3 A4 02/02 03/03 04/04 C2 C3 C4 30" 36" 42"72" 48" 54" 60" 130.0 130.0 130.0 130.0 130.0 130.0 130,0 130.0 130.0 108.4 130.0 130.0 130.0 130,0 130.0 130.0 130.0 130.0 93.0 130.0 130.0 122.3 130.0 130.0 130.0 130.0 130.0 81.3 122.0 130.0 107.0 130.0 130,0 123.3 130.0 130,0 72.3 108.4 130.0 95.1 130.0 130.0 109.6 130.0 130.0 85.1 97.8 130.0 85.6 128.4 130.0 98.7 130.0 130,0 30" 36" 42" 49" 54" 60" 76, 120.1 130.0 130.0 130.0 130.0 130.0 130,0 130.0 130.0_ 130.0 100.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 65.9 128.7 130.0 112.9 130,0 130.0 130.0 130.0 130,0 75.1 112.6 130.0 98.8 130,0 130.0 113.8 130.0 130.0 86,7 100.1 130.0 87.8 130.0 130.0 101.2 130.0 130.0 60.1 90.1 120.1 79.0 116.5 130.0 91.1 130,0 130,0 30" 3e" 42"96-1/2" 48" 54" 90" 108.3 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 90.3 130.0 130.0 118.8 130.0 130.0 130.0 130.0 130.0 77.4 116.1 130.0 101.8 130.0 130.0 117.3 130.0 130.0 87.7 101.5 130.0 89.1 130.0 130.0 102.7 130.0 130.0 60.2 90.3 120.4 79.2 118.8 130.0 91.3 130,0 130.0 54.2 81.2 108.3 71.3 106.9 130.0 82.1 123.2 130.0 30" 36" 42" 48" 54" 60" 90'®EED11 104.1 130,0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 86.8 130.0 130.0 114.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 112.8 130.0 65.1 97.6 130,0 85.8 126.4 130.0 98.7 130.0 130.0 57.8 86.8 115.7 76.1 114.1 130,0 87.7 130.0 130.0 52,1 78.1 104.1 68.5 102.7 130,0 78.9 118.4 130.0 30" 36" 42" 48" 54" 60" 98" 97.6 130.0 130.0 128.4 1300 130.0 130.0 130.0 130.0 81.3 122.0 130.0 107.0 130.0 130.0 123.3 130.0 130.0 69.7 104.6 130.0 91.7 130.0 120.4 130.0 105.7 130.0 130.0 60,3 130.0 92.5 130.0 130.0 M.122.0 108.4 71,3 107,0 130.0 Eis® 130.0 48.8 73.2 97.8 64.2 96,3 128.4 74.0 111.0 130.0 30' 36" 42" 48" 54" 98-1/2" 95,1 130.0 130,0 125.1 130.0 130.0 130.0 130.0 130.0 79.3 118.9 130.0 104.3 130.0 130.0 120.2 130.0 130.0 87.9 101.9 130.0 89,4 130.0 130.0 103.0 130.0 130.0 59.5 89.2 118.9 78.2 117.3 130,0 90.2 130.0 130.0 52,8 79.3 105.7 69,5 104.3 130.0 80,1 120,2 130.0 30' 36" 42" 48' 54" 102" 91,9 130.0 130.0 120.8 *30.0 130.0 130.0 130.0 130,0 76.5 114.8 130.0 100.7 130.0 130.0 116.1 130.0 130,0 95.6 98.4 130.0 86.3 129.5 130.0 99.5 130.0 130.0 57.4 68.1 114.8 75.5 113.3 130.0 87.1 130.0 130.0 51,0 76.5 102.1 87,1 100,7 130.0 77.4 116.1 130.0 30" 38"106„ 42" 46" 86,0 130,0 130,0 114.1 130.0 130,0 130.0 130,0 130.0 72.3 109.4 130.0 95.1 130.0 130.0 109.6 130.0 130.0 82,0 93.0 123.9 81.5 122.3 130.0 94.0 130.0 130.0 54.2 81.3 108.4 71.3 107.0 130.0 82.2 123,3 130.0 30" 36''® 42" 48" 110-1/2" 84.8 127.2 130.0 111.8 130.0 130.0 128.8 130.0 130,0 _ ME 130.0 13 .0 I • 60.6 90.8 121.1 79.7 mix= IN 8 M Ell 53.0 79.5 108.0 69,7 104.8 32.0 •ra�.4 . v 0. . 30,' 30" 36"114" 42" 48" 82,2 123.3 130.0 108.1 130.0 •30.0 •1.4.6 430.0 1304 86.5 102.7 130.0 90.1 130.0 130.0 103.9 130.0 130.0 58.7 88.1 117.4 77.2 115.8 130.0 89,0 130.0 130.0 51.4 77.1 102.7 67.6 101.4 130.0 77.9 118.8 130.0 30" 36"120. 42" 48" 78.1 117.1 130.0 102.7 131 •. IA. 118.4 .304 •130.0 5 97.6 90.7 • 130.8 0130.0 83.7 ®� 73.4 End 4.8 11E/ FM. 48.8 73.2 97.8 84.2 964• 128* 74.049 4111.0 130.0 • • 9 INTERMEDIATE HORIZONTALS OPTIONAL ALL FIXED LITES WI W2 WIDTH (W) WI + W2 2 A2. B2. C2 MR. GLASS DOOR SEE SEPARATE NOA WIDTH (W) . WI 4 W2 2 6" 3' 3" 3" A3. H3. ca ANCHOR8 TYPES. SEE SHEET 8 FOR DESCRIPTION 42 .(2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 02 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULUON C2 = 2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB A40 MULLION D2 = 2 ANCHORS TYPE IF AT EACH SIDE OF JAMB AND MULLION A3 • ) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B3 = 3(3 ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULLION Ca3 ANCHORS TYPE 'C' A7 EACH SIDE OF JAMB AND MULLION ,p3 = (3 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION •A3 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF 3/41.18 AND MULLION 0 4 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION Wa = 4 ANCHORS TYPE '0' AT EACH SM)E OF JAMB AND MULLION U7 = 4 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. • • • • • • • �IOTEy SNITERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. ••• • • • • ••• •• • ••• • • • • •• • • •• • ••• • • •• • • •• • • • • • • •• •• •• •• •• ••• •• •• •• ••• • • W2 WIDTH (W) . 11 4 42 I2 1 MR. CUSS DOOR & TRANSOM SEE SEPARATE NO ANCHORS WIDTH (W) = Wt + W2 2 410DUCF RENRV/T as complying wltb the Plot1•4 Fluldlog Code .rEA.1,88lmi Dale (6 By i ✓/u Miami Engr: JAVAO AHMAD PRODUCTRPVISPD es complying with the Florida 94114111g Code AccoplaoceN0 P. IIe1108 Date ade Prated Cob FIA PE 6 70592 C.A,N. 3538 1 3 • AlriTEK ey d f.' , .. r �/ Mlmn ,ado Product ' 11 MAR 41 201Z drawing no. W 1 1-39 `sheet 6 of 12 i' WI W2 WIDTH (W) WI + W2 2 A2. B2. C2 MR. GLASS DOOR SEE SEPARATE NOA WIDTH (W) . WI 4 W2 2 6" 3' 3" 3" A3. H3. ca ANCHOR8 TYPES. SEE SHEET 8 FOR DESCRIPTION 42 .(2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 02 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULUON C2 = 2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB A40 MULLION D2 = 2 ANCHORS TYPE IF AT EACH SIDE OF JAMB AND MULLION A3 • ) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B3 = 3(3 ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULLION Ca3 ANCHORS TYPE 'C' A7 EACH SIDE OF JAMB AND MULLION ,p3 = (3 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION •A3 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF 3/41.18 AND MULLION 0 4 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION Wa = 4 ANCHORS TYPE '0' AT EACH SM)E OF JAMB AND MULLION U7 = 4 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. • • • • • • • �IOTEy SNITERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. ••• • • • • ••• •• • ••• • • • • •• • • •• • ••• • • •• • • •• • • • • • • •• •• •• •• •• ••• •• •• •• ••• • • W2 WIDTH (W) . 11 4 42 I2 1 MR. CUSS DOOR & TRANSOM SEE SEPARATE NO ANCHORS WIDTH (W) = Wt + W2 2 410DUCF RENRV/T as complying wltb the Plot1•4 Fluldlog Code .rEA.1,88lmi Dale (6 By i ✓/u Miami Engr: JAVAO AHMAD PRODUCTRPVISPD es complying with the Florida 94114111g Code AccoplaoceN0 P. IIe1108 Date ade Prated Cob FIA PE 6 70592 C.A,N. 3538 1 3 • AlriTEK ey d f.' , .. r �/ Mlmn ,ado Product ' 11 MAR 41 201Z drawing no. W 1 1-39 `sheet 6 of 12 BOOR MULLION DIAD CAPACITY -PSR S1DMUTE WIDTH INCHES NUMB HEI0NT INCHES JAMB 'JUL' MULL 'MD1' JAMB '301' MULL 'MD2' JAMB '302' JAMB '303' MULL '3103' JAMB 'JD3' MULL 'MD4' EXT (+) INT. (-) EXT. (+) INT. (-) EXT. (+) 'NT. (-) EXT. (+) INT. (-) 30 90.0 90.0 90.0 90.0 36 90.0 90.0 90.0 90.0 42 98 90.0 90.0 90.0 90.0 48 90.0 90.0 90,0 90.0 54 85,4 90.0 90.0 90.0 80 81.0 90.0 90.0 90.0 30 86.3 90.0 90.0 90.0 36 80.9 90.0 90.0 90.0 42 102 76.2 90.0 90.0 90.0 48 71.9 90.0 90.0 90.0 54 68.2 90.0 90.0 90.0 30 60,6 90.0 90.0 90.0 38 108 65.4 90.0 90.0 90.0 42 108 61.7 90.0 90.0 90.0 48 58.5 90.0 88.3 90.0 30 57.2 88.7 90.0 90.0 36 114 53.9 83.6 85.3 90.0 42 114 51.0 79.0 80.7 90.0 48 48.3 74.9 78.8 90.0 30 47.8 74.1 78.7 90.0 38 120 45.1 69,9 74.4 88.9 42 120 42.7 66.2 70.5 84.2 48 40.5 62.8 87.0 80.1 6 JAMB 'JD ' JAMB '1D2' JAMB JD3' MULLION 141:11' M111.1I09 '1152' MULLION '1163' MULLION '1104' DOOR-WINDOWALL TRANSITION MULLION MR. CLASS -0008 & TRANSOM SEE SEPARATE NOA 85 3/4 MAX. DOOR WIDTH •• ••• • • • • • •• • • •• • • • • • •• ••• •• • • • •• ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.(-) NOMINAI. DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' & 'D' ANCHORS TYPE 'C' WIDTH (14) FRAME HEIGHT A3 A4 B3/D3 C3 30 79.6 90.0 90.0 90.0 36 75.5 90.0 90.0 90.0 42 90 71.8 90.0 90.0 90.0 49 68.4 90.0 90.0 90.0 54 65.4 86.0 86.0 90.0 60 62.6 82.3 82.3 90.0 30 78.4 90.0 90.0 90.0 38 72.4 90.0 90.0 90.0 42 102 68.8 90.0 90.0 90.0 48 65.5 86.2 86.2 90.0 54 62.5 82.3 82.3 90.0 30 73.5 90.0 90.0 90.0 36 69.6 90.0 90.0 90.0 42 108 66.0 86,9 88.9 90.0 48 62.9 82.7 82.7 90.0 30 70.8 90.0 90.0 90.0 38 67.0 88.1 88.1 90.0 42 114 63.5 83.6 83.8 90.0 46 60.4 79.6 79.5 90.0 30 08.3 89.9 89.9 90.0 36 845 84.9 84.9 90.0 42 120 81.2 80.5 80.5 90.0 48 58.1 76.5 76.5 88.1 A3. 93. CO A! ANCHORS TYPE& SEE SHEET 8 FOR DESCRIPTION A3 - 3 ANCHORS TYPE 'A' AT EACH SIDE OF DOOR MULLION B3 e 3 ANCHORS TYPE '0' AT EACH SIDE OF DOOR MULLION C3 w 3 ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION 03 e 3 ANCHORS TYPE 'D' AT EACH SIDE OF DOOR MULLION A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF DOOR MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. TRANSITION MULLION ANCHORS 'noouer RtNP'WED ea eiompl io9 with the Flfitidt !lidding Code 4ernlnvte No • • • • • • • i:lpfraflon Dal • • • • • • • • • • • L(.t • • • • • • • • HV i�, • • • • • • • • • • • AOand lade PtddUHCd6 • • • • • • • • • 1 000 • 000 • 4100 • / En9n 3AVAD AH0AD CIVIL FLA, PE 970592 CAN. 3539 PILODUCERBVISBD ns crnnplyin8 with the Plortds Bmldi 19 Code Acceptance No a e - Rx.IraUonDate TTNIKw • Hy Minmlo Product (3 MAR 4'1 2O14 m4,u 3 z drawing no. W1 1 -39 sheet 7 of 12) 0041 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. r.' SPACING ,4111111111161611., WIMPRIONIINOW TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES \\Mr=:iiIIIIK.71 TWO PIECE OR ONE PIECE HOR150NTAL INTERCHANGEABLE BETWEEN HEAD & SILL TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 P • 'ItODUCT RFNF.WETI replying wilh the Mori .to,,n,sp Code ' =zptanec No� . J'O • • • • • • • • • • L;`pirallpppn Dale a ' • Nl u DAde Prddoet Don • • • • • • • • • ISEAEANTS; ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. ••�ry TE!I,yP,l3NISHES • •• TJOT Tg NR. O/ASw • • • • J.WSTRR•AATNE 01314' • • • • • •• • • • ••• • ••• • TYPICAL ANCHORS: SEE ELEV. FOR SPACING Fier.2g ' 1/4" DIA ULTRACON 8Y 'ELCO' INTO 28Y W000 BUCKS OR WOOD STRUCTURES WITH 1-3/8" MIN. PENETRATION INTO WOOD THRU 18Y WOOD BUCKS INTO CONCRETE 54111 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. ANCHOR EDGE DISTANCES INTO CONCRETE ANO MASONRY = 2-1/2" MIN. INTO W000 STRUCTURE = 1" MIN. I IlfP�a 1 /4" DIA 111111 KWIK CON M BY 'HII TI' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD I THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY 3" MIN. I INTO WOOD STRUCTURE 1" MIN. TYPE 'C' X16" DIA ULTR. ON BY 'ELGO' INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO 01000 I THRU 18Y WOOD BUCKS INTO CONCRETE WITH 1 — 1/4" MIN. EMBED INTO CONCRETE I DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY - 3" MIN. INT° W000 STRUCTURE - 1' MIN. TYPE '0' 1114 SMS OR SELF DRILLING SCREWS ST/ST INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083-15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO DE PLATED OR PAINTED) 1 ANCHOR EDGE DISTANCES , INTO METAL STRUCTURE - 1/2" MIN. IGr • • 3YO&D :MIS AND METAL STRUCTURES NOT BY MR. GLASS MIST iiUPDORT LOADS IMPOSED BY GLAZING SYSTEM AND •lRANSIiR ((HEM TO THE BUILDING STRUCTURE. ••• • Eno,: JAVAD AHMAD CNIL FLA. PF, 1. 10592 C4.N. 3538 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED ea complying with Ilte Florida Dulldibg Code Accopteece No B , kellon Date Ey Mimi do Product / MAR 0 7 2012 3 z g g 13 o Ma 0. 8k FM I4 L AAAAAA • C 1 drawing no. W1 1-39 aneet 8 of 12) • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • •••• •• • •• • •• • •• • • • ••• • • • • •" • • • • • • zug L 0 aYW !wV!yl 71' Afl aloa u08m! 0.g V oN aowldaa3y V 0pO3 8u!p!p"0 up!lold oN119!s 8u!A1dw03 se O9SIA'd81JflUO3d 91o31311poad opo 9£S£ 'N'V'3 650L 1 3d Y1.i 1840 UMW OVAVf 06u3 • ••• • ••• • ••• • • • • • • • • • AINO 3N1VN1Sfllll • • • • • • • • • • • SSV10 '884 AB 10N • • • • • • • • 53HSINLi • • • • • • • • • • • • • • • ••• • '0d0 '1'0 iu0 uop■a1dXg oN aou■Idwy apo lIo 16 %Vja01* 1111M 8u!.ildw0a SV 0.7A13N38.L70001L miiikoy.o.. Vara gill 11111 A1108483 804 t 4. C 513385 335 O '4N138 1315 •• ••• •• • • • • • • •• • •• • • • • • • • • ••• •• A110Vd80 804 C S133HS 33S '48138 rimy 'XVYI '70 „Z/1-91 0NV SONS 8084 .9 1V 510N RUM 51108 'VI0 .8/1 110VdV3 804 9 IP C S133HS 33S A '48138 YiflV 'N18 .4/1 'XVYl .9/1-1 dV0 ONI3VdS 803 SN011VA313 33S 18801140 S80H3N0 88(8 538(113(1815 18138 ,0, 80H3NV 803 .8/1 33845 NHS, 'X88I S18VH3 33S 0N108031‘1138 3810038 AVN 581Wr 0380H3N8Nf1 014108048138 3810038 10N 00 SBYNf 0380H3NV ON10VdS 804 SN011VA313 335 18801140 58083818 error v 01410845 804 SNOI1VA313 33$ 1VN011d0 S8OH3NV WW1' 040 TO ,9, S801-13NV .5/1 ,V, 80H0NV 804 .8/1 33Vd5 YIIHS 10881 H10IM 381884 2I0I2IL.LXa 040 '1'0 • = 22U1 A113VdV3 804 4 N C S133HS 33S 3 '48138 100H11M 0 9/4Otk ■ .3. '8 .8. S8OHONV .Z/1 80H388 804 .9/1 30845 81185 "5884 58308 OOOM A91 MIAMI -CAGE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT TRANSOM LAri \ WITHOUT REINF. ®SEE SHEETS 5&7 �J FOR CAPACITY 01. OPO. a MIAMI-DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR ANCHORS TYPE A, 0 OR C SEE SHEETS 7 & 8 ANCHORS TYPE A, 8 OR C SEE SHEETS 7 & 8 J -i r J ('6) 1 TI 1 It - J L 11 1 1 I 1 II t 1 y 1I II �t T ,,_Li..... I I1'Ea1606=6=6j T� I I I 1 m �,J JI i I._ 1 SJ �S'jT--i 1 a ALUM REINF. ©SEE SHEETS 5 & 7 FOR CAPACITY ., SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. 1 MIAMI-DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR r .I 1 t 1 1 i .li L I 1 1 1 I Li i 9 f 11 I 1 ---------------- i 0.1. LEAF WIDTH D.L. OPO LEAF WIDTH STEEL REINF. SEE SHEETS 5 & 7 FOR CAPACITY a STEEL REINF. ©SEE SHEETS 5 & 7 FOR CAPACITY r D i /^ 1 MIAMI-DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR -1 r I 1 (s.?...); L •• ••• :_„,,t,,•,,, 11 1 I • • 4 • • • • • •• --- -----------,7---- ---++--r-.1 • • =-----i�--,K• • • • ems • ••4 I • Ld ; in -n_= i I a MIAMI-DADE COUNTY APPROVED WOE MISSILE IMPACT RESISTANT DOOR j1 1 11 1 «•• ,R i • 1 • •• • 1• • • 1 LERt-.4117H • • • r. 1 •. D.L.•OPR • I rt.�r • I -� -r♦ • • • • • • • • • • NODUCT RENES'WRW compyinR wlIh the FIo118Jf 'T,4ding Code 4c. gMnuce No E,p`If�o{n Dale 8y J Z .. Mlami ade Conteoll PRODUCT REVISED al emptying with the Florida Hatldih8 Code Acceptance No T 1 R. ideation Date .t7' 1I Miami IadeProduet A I 1 ATAWIge y r 11 I i 1 1 J L -_— --A_____1___ t „>1 n 1� y`�1 1 1L-1L•� _.i_L.._ 1 f4 II 1 1 ji if 1 L.1= a I 1 ••• • • • • ••• 1 LEAF WIDTH • 1 • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • MAR drawing no. W1 1 —39 sheet 10 of 12) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I.-1,750-1 .196 I V ITEM N0. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANR/8UPPLIER/RBMARK8 q 968 1750-6 1 E58005 A9 8690. HOLLOW FRAME MEAD/SKL 6006-25 r. I IA 658007 AS 8600. OPEN BACK FRAME 4(60/SILL 6063-T8 - 2.750 --rr 1.750 2 ES8004 AS 0E00. INTERMEDIATE HORIZONTAL 6083-28 - 0 5.000 -F- 3.750 p TYP. 4.000 3 658001 AS R100. FRAME JMIB/MULLION 6005-25 1L-FAROOQ CORPORATIOI NGINEERS & PRODUCT DEVELOPMENT 235 S.W. 87 AVE 0AMI. FLORIDA 333.74 E1 (305)2548100 FAX (305) 2624397 31. AS RE9D. DOOR MULLION 6005-15 G 4 ES8006 AS RE00. GLASS STOP 6063-05 - 125 5 E58002 AS REQO. MULLION SNAP -IN MATE 6005-T5 078 6 ES6003 AS RECO. SHEAR CUP 6005-25 - 7 A5 RECD. INTERIOR BUL8 GASKET VINYLTYP. 5.000 3.750 8 ES8009 AS REIM. SPACER/SILICONE STOP VINYL - 8A - AS RECO. BUTTON BUMPER SILICONE - O HOLLOW 3.984 FRAME HEAD/SILL 9 - _ _ _ _ 10 - AS RECD. SETTING BLOCK AT 1/4" POINTS NEOPRENE 3/16" X 1/2' X 2" LONG 11 012 X 1-1/2' 4/ CORNER ASSEMBLY SCREWS PHSMS STEEL - 12 - AS WOO. MULLION SRIFENER 8005-25 - 4.986 13 - AS 0100. MULLION REINFORCING CHANNEL STEEL - II, 14 - AS RECO. MULLION REINFORCING BAR STEEL - - 3.750 el F 2.750 1.750 .7.oB 3A DOOR MULLION .-. 2.750 FRAME JAMB MULLION / .078 YP. .s7a 8 1.472 g Z w SERES M05000 ALUM WIDOW 1 MR. CLASS DOORS & 7440 N.W. 66 STREET AMC FL 33166 TEL (305) 470-8284 FAIL 3.388 .094 TYP. t11�1 3.736 4.534 .2531- 2g3rto .124 0OPEN 3.984 BACK FRAME HEAD/SILL 4.968 3.750 1.750 r- -� F+-1.578 ®MULLION SNAP -IN MATE 12 STIFFENER o I .078 TYP. .579 1.00D I I tea y p RODUCTRENEIVLfd il ��� I I % Ae complying wllb The Motifs R,dUing Cork , 3.984 � \`l INTERMEDIATE HORIZONTAL .188 / 4':;.plane1No -I/O ElpITNlo. Dote 0190771110116 J ' ��"" 3.738 .15• • • • • • • • .0041T •2 • • • • • • • • • � • • • • • • r1,788 082 TYP. • • • / Hy l� �..f ., ar M1fiemlIade a�■UlI • • • ' ' 4.500 / 4.000 Product C66 L. �--. ~ ,a .--. ,� • • • • 1 • ! 400 / / / 1. Engrt'JAVAD AHMAA CM//L Ff C.A.N. 35382 ' PRODUCT RHVISBD as complying withlhe FtoAda BuildGlg Code Aocepl•1aA No • 13X Win D•to.'7Ti:>s'el 1 o 1.117 1.000 ..r__,...,-_,_-_,,,,, • • • •• • Q • • SHi4R • • • 8 • • • • • • • • • • • • • CLIP • • • • • • • •O G % 0 GLASS STOP • • • • • • • •13• ` EC.` NTIIN -" ,4 MIem I61fe.yr 91 i drawing no. W11-39 • • • KSI MOtRCING ,iZOiz1 q12.0121 sheat 1 1 of 12) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CIRCULAR OR ANGLED CORNER$ 5/8" X 1/8" ALUM PLATE BENT TO MATCH JOINT SECUREO WITH /8 SMS (3) PER SIDE OF JOINT 5/18 X 1 X I/O,' ALUM ANGLE DENT TO MATCH JOINT SECURED WITH 18 SMS (3) PER SIDE OF JOINT #12 X 1/2" H SMS HORIZONTAL CORNER Ende JAVA° "ANMAD CM. ,FIA. PE 11.70592 CAN. 3538 9TUCF NF.WEI) x coODnplyhlt;REwIIh the Pbrld7. RnlJing Code 4c:eplunce No 6T;drnti �n Dnle'J.) O d8 By -i4/1 9115mi I de Prdduct Cou PRODUCTRTiVIS1BD of Aowncepryuoa6N0lylogwlth the Phdda BulldlhgCode B IrMIO l Date •.• • • • • • • • • • • • • • • • • • • • • ERECT. OR SQUARE CORNER$ •• • . . • . • • • . DOOR MULLION CORNER • • • • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAf--0-7-204 drawing no. W1 1-39 sheat12of12 7/1312016 " Florida D€.partmentttr Business '1 Professibna Regulation BCIS Home Log In User Registration License efficiently. Regulate iaiily. Product Approval USER: Public User Hot Topics Florida Building Code Online Submit Surcharge Stats & Facts Product Approval Menu > Product or Application Search > Application List > Application Detail FL16326-R1 r� Revision 2014 Approved FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code BORANO INC 222 NE 27th Street Miami, FL 33137 (561) 939-3368 sales@borano.com Publications FBC Staff BCIS Site Map Sam Hanna sales@borano.comr it Tkvoit. No �- Exterior Doors Swinging Exterior Door Assemblies �•• • � v V•2;1 11 ••• Evaluation Report from a Florida Regi red:Architacb or a Licensed • Florida Professional Engineer • • • Evaluation Report - Hardcopy Regoil{gcj,• • • •••• Pedro De Figueiredo PE -52 609 •••••• National Accreditation and Managemest•I.st$tute 12/31/2016 • • • Jesus Gonzalez, P.E. • • • • • Validation Checklist - Hardcopy Retgivecr FL16326 R1 COI 15-141 CI.pdf Standard TAS 201, 203 IT 202 •• • • • http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquJBMjgU1j3N9XSa44NAddIOwIr3ErZgB5t%2bIryPvKryw%3d%3d • • • • • • •• •• • • • • • • • • • • • • • •••• • • • •• • Year 1994 1994 • • • 1/2 7/13/016 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/30/2015 06/24/2015 05/12/2015 06/29/2015 FL # Model, Number or Name Description 16326.1 Borano Series Outswing Wood Doors Outswing Wood Doors Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes .-• Design Pressure: +65/-65 Other: Product to be manufactured, designed, and installed as per drawing specifications 1x5.141 , Installation Instructions FL16326 R3 II 15-141 DWG,pdf Verified By: Pedro De Figueiredo 52609 Created by Independent Third Party: Yes Evaluation Reports FL16326 Ill AE 15-141 PER,pdf Created by Independent Third Party: Yes Back N:xt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/E60 employer. Coovrlaht 2007-2013 State of Florida.:: privacy Statement :: Accessibility Statement :: Refund Statement Under FloHda law, email addresses are public records. if you do not want your a -mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click }sere . Product Approval Accepts: •check, Credit Card Safe (1-4670aWill +yYgai 0041. • • •• 0000 • •• • •• •• • ••• • •. • oil • •••• • • • • • • 41.00 • • • • • • • • •• •• •• •• • • • • • • • • •• • • •• • •• • ••0 • •• • • • http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquJBMjgU1j3N9XSa44NAddlOwIr3ErZgB5t%2blryPvKryw%3d%a3d 2/2 ENGCO Inc. Engineering Services CERTIFICATION OF INDEPENDENCE co ( t s- 141 � 1 ENGCO, Inc. CA 8116 5595 ORANGE DRIVE 201 DAVIE, FLORIDA 33314 Tel.: (954) 585-0304 Fax: (954) 585-0305 Engcoinc.com Rule #61G20-3 Sheet 1 of 1 1- Date: 4/30/2015 2- Manufacturer: Borano Inc. 222 NE 27th Street Miami - Florida 33137 3- Evaluation Report: 15-141— Borano Series Outswing Wood Doors 4- Product Category: Door 5- Certification of Independence: I, Pedro De Figueiredo, professional engineer licensed in the state of Florida under registration #PE 52609, performing this evaluation do not have or nor will acquire: a- Financial interest in any company manufacturing or distributing products for which the reports are being issued. ••. • • • •••• • • • • b- Financial interest in any other entity involved in the approval process of thparWvct • • • • UsFiso Fp . • r©:'NGEro:'•d\� /5+ ••• .s a"' • , 52609 OZ.Iti2fS, •. ,Orlb7 , Pedro De.rFgAeAiAreRd/o0I / FI, P.E. License: 52609 System ID: 2504 ENGCO Inc. Engineering Services Ate t5-14I- ENGCO, Inc, CA 9118 5595 ORANGE DRIVE 201 DAVIE, FLORIDA 33314 Tel.: (054) 585-0304 Fax: (954) 585-0305 Engccinc.com PRODUCT EVALUATION REPORT RULE 61620.3 -EVALUATION REPORT FROM A PROFESSIONAL ENGINEER Report Number 15-141 1- Date: 2- Manufacturer. 3- Product Name: 4- Evaluation Entity: 4/30/2015 Borano Inc. 222 NE 27th Street Miami - Florida 33137 Borano Series Outswing Wood Doors Florida Professional Engineer Pedro Paulo M. De Figueiredo - PE 52609 5595 Orange Drive Suite 201 Davie - Florida - 33314 5- Statement of Compliance: This product evaluation report is being issued per Rule 61G20-3 of the Florida Department of Business and Professional Regulation. The products covered by this report have proven to be in compliance with the Florida Building Code 2014, not limited to the following standards: TAS 201, TAS 202, TAS 203 and AF&PA NDS 2012. 6- Product Description: This product is a swing out type door designed, constructed and tested to provide protection from hurricane force winds and wind bome debris (Large & small missile) within the allowable designed pressures and limitations state in this approval. Specification, fabrication and installation are as per drawings 15-141 under the Florida Building Code 2014. 7-,c, .4.1 JuN 212.016 2 • • • • • • •.:::. • • • o • • •• ••• •• • • • ••• .•• ••• •••• ••• • •• ••; • • • •• • • • • • • • • ••• •• • • •• •• • • . ••• • • • • ••• •. • • ••• ••• • • • • •••• • •• •• • • ••••• • .• • • •• •• • ••• •• • 7- Technical Documentation: 7.1 -Approval Document Drawings number 15-141 prepared by Engoo, Inc. an 04/27/2015 sheets 1 through 14 of 14, titled "Boren Series Outswing Wood Doors signed and sealed by Pedro De Figueiredo, PE. 7.2- Test Reports — TAS 202, TAS 201 (Large missile) and TAS 203 as per the Florida Building Code 2010 prepared by Hurricane Engineering & Testing Inc., reports #: 12-4075, 12-4076, 13-4003, 13-4004 12-4077, 12-4078, 13-4046, 13-4047, 13-4024, 13-4025 13-4017, 13-4018. 7.3- Calculations: Original calculations and design for door anchorage and analysis of test results, prepared by Engco, Inc. on 2/21/13 signed and sealed by Pedro De Figueiredo, PE. Revision 15-141 addendum to include new door type and update to the Florida Building Code 2014 7.4- Product sequential data: Revision on the existing FBC 2010, FL 16326 product approval. 8- Limitation and Conditions of use: 8.1— Product to be manufactured, designed and installed as per drawing specifications 15-141, prepared by Engco, Inc dated on 0427/2015 and signed and sealed by Pedro De Figueiredo, PE. 9- Additional Statements: none ++++�'*DE F/aU ,i� • jGENS� F�'9_. • No. 52609. * i * * -o STATE OF °NAL t•. APR 3 0 2615' Y• ••Y • Ne&o• • • i F4 f:Its.elikeirilseu:::2104741°.:• •,i• .6:114:: •• •• •• Y•• •• ••• ••• • • • • • • • •• • • • • • •. • • • • • ••• •• •• • • • • •• ••• • • • • • • • ••• • • • • • 1 • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • •• Flatstock top qty: 2 121" r_ ^3' Exterior side 1201 I&, -(q; -EIVED MAY 2 7 2016 BY:� 41 411 —6"- I 3 1138" r 6"- nt )111lt)t'l1i) Quotation # 66516 Raffaello 23V ilartfilSiicires Village Impact -A R©ip 3 Ccinc„e.aied iiii'vs "VGood :grain •toaa I BY *4:',wrde x 364.1& i RE e ! ;I1 .••• • . • • • l •• *Product Approval ••• M!NG CCT ••. I .. 2 1 " 01 of 02 1 48" BLDG DEDT G9" ... SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 1138" r 6"- nt )111lt)t'l1i) Quotation # 66516 Raffaello Jan 22, 2016 - 10:15am Client signature: Impact s m 3 Point Lock 3 Ccinc„e.aied iiii'vs "VGood :grain •toaa 3 *4:',wrde x 364.1& i Wtfdd Pull. * Mod'elm CA1itt plate arld cxlinder to T ;I1 .••• • . • • • * Use Dow 995 to seal the glass panels. •• *Product Approval ••• Drew: ••. Sales Person: .. NO SCALE 01 of 02 ... • .. ... • • • • ")14 2 FLUSH DOLT .. .. • • ••• (BO RAN V O Information on this CAD relating dimensions supersedes the quotation. Quotation # 66516 Raffaello Jan 22, 2016 - 10:15am Client signature: Impact Production notes: 3 Point Lock * Us''4CH 120 Ccinc„e.aied iiii'vs "VGood :grain •toaa Vertical on they ... door . • *4:',wrde x 364.1& i Wtfdd Pull. * Mod'elm CA1itt plate arld cxlinder to T Eltttrbplatecl in bronze. .••• • . • • • * Use Dow 995 to seal the glass panels. * Use impact plates with the flushbolts *Product Approval Number: PL 16326 Drew: Kenley F. Sales Person: Lana NO SCALE 01 of 02 24° 6 6, hinges Interior side Torsion Box fir ti .l Exterior 6" side Torsion Box Exterior side 9" t—i 2* 4 Threshold Door Exte for sed 6" Torsion Box t-14 -i 24" Interior side Top of Door • • • • •• • • •••• yn 4 e •••• I nterrQI • • • side•••• • •• • Torsion Box Active door •• ••• Torsion Box i*. Interior side 4 _ Exterior side Astragal f=latstock both sides 3" rBORANTO Information on this CAD relating dimensions supersedes the 9uotation. Quotation # 66516 Raffaello Jan 19, 2016 - 11:36am Client signature: Production notes: Impact •••• • • . •••• • ••• • •• • • • •• • • • •• • • • •• ' • • •• ••• • • • • • • • • • • • • • • •••• • • • •• • •• • Drew: Kenley r. Sales Person: Lana NO SCALE 02 of 02 DORANO DOOR SERIES OUTSWING WOOD DOORS FLORIDA STATE APPROVAL CODE VERSION: FLORIDA BUILDING CODE 2014 APPROVED FOR USE INSIDE HVHZ AND OUTSIDE HVHZ CATEGORY: EXTERIOR DOORS -- SUBCATEGORY: SWINGING EXTERIOR DOOR ASSEMBLY IMPACT RESISTANT: LARGE MISSILE GENERAL NOTES: 1- CODE: THIS PRODUCT HAS BEEN TESTED UNDER PROTOCOLS TAS 201, 202 AND 203 AND DESIGNED IN ACCORDANCE WITH THE PSC 2014 INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2- DEFINITION: THIS PRODUCT 15 AN EXTERIOR OUT SWING WOOD TYPE DOOR DESIGNED, CONSTRUCTED AND TESTED TO PROVIDE PROTECTION PROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS (LARGE 4 SMALL MI551LE) WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. 3- POSTING: PRODUCT SHALL BE LABELED AS PER PBC 2014 SECTION 1710.5.1.1. THE PERMANENT LABEL, MARKING OR ETCHING SHALL PROVIDE TRACEABILITY TO THE MANUFACTURER AND PRODUCT. 4- LOADS: DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-10 AND PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES HERE IN SPECIFIED. THE DESIGN PRESSURES, AS DETERMINED FROM ASCE 7-10, ARE PERMITTED TO BE MULTIPLIED BY 0.6 AS PER THE FLORIDA BUILDING CODE 2014 SECTION 1710.5. 5- MATERIAL: 5.1- ALL WOOD TO BE WITH MINIMUM 0.55 SPECIFIC GRAVITY CORRECTED FOR 1 2% MOISTURE CONTENT PER NDS 0.58 RAW. DENSITY OF BUTCHER BLOCK CONSTRUCTION WITH VENEER 0,535 g/cm ^ 3. 5.2- GLAZING: LAMINATED IMPACTED RATED AS SPECIFIED IN THIS APPROVAL 6- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. 7- USE: IT SHALL BE THE RESPONSIBILITY OP THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7.1- THE STABILITY OF THE STRUCTURE WHERE THE PRODUCT'S TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THI5 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. TABLE OF CONTENTS: SHEET DESCRIPTION I OF 14 GENERAL NOTES, TABLE OF CONTENTS, TESTED UNITS 2 OF 14 MODEL I ELEVATIONS 3 OF 14 MODEL 2 ELEVATIONS 4 OF 14 MODEL 3 ELEVATIONS 5 OF 14 MODEL 4 ELEVATIONS 5.1 OP 14 MODEL 6 ELEVATIONS 6 OF 14 MODELS I , 2, 3, 4 AND 6 SECTIONS 7 OF 14 MODEL 3 AND 6 SECTIONS 8 OF 14 MODELS 1, 2, 3 AND 4 GLAZING DETAILS AND BILL OP MATERIALS 8. I OF 14 MODEL 6 GLAZING DETAILS AND BILL OP MATERIALS 9 OF 14 MODELS 1, 2, 3, 4 AND 6 COMPONENTS 10 OF 14 MODEL 5 ELEVATIONS I I Or 14 MODELS 5 SECTIONS, BILL OF MATERIALS AND COMPONENTS 12 OF 14 FRAMING ANCHORAGE 13 OF 14 QUALIFIED PANELS AND PRAMING CONFIGURATIONS 14 OP 14 SASH 4 FRAME ASSEMBLY MAX. 74i FWj MODEL I MODEL 4 • TESTED UNITS MODE 2 MAX. 45i Tut MODEL 5 LL :u 45 45 SIEELIITE [ 741FY 000R�SIELITE • • MODE 3 • • • •• • WIND STRUCTURAL: PD= +65 P9 •A6•P6F WIND CYCLIC: PD= +65 P5F - `� IMPACT RATING: LARGE 4 SMALL 1S OPERATING FORC; • • • • WATER RESISTANCE: ASTM E33I. 6144 I'S,' (15% OF +75 P5F) AIR INFILTRATION: ASTN:C2�� • PORCE ENTRY: ASTM P•5�$ • • 2609 �t f*i "• go \fr4'RTOl� `t�trp0 NAL :5: APR 3 0 2015 4.aZ z W N p w •••• • • • ••• • ••• • • • ••• a_ •• • •• • • • • • • • ••• • • • •• -.-TOTAL FRAME HEIGHT: 160i'- h�` MAX. 74 I k FW~ 4 1 1 1 MODEL 6 • • • • • • •• WIND STRUCTURAL: PD= +65 •', -Ge P5F WIND CYCLIC: PD= +65 Psi, -65 P5F IMPACT RATING: LARGE 4 SMALL MISSILE '• PRODUCT POSITIVE PRESSURE TO BE LIMITED TO +60 P5F FOR INSTALLATIONS WITHOUT AN OVERHANG MEETING THE 0H ratio= OH length/ OH height DOOR COVERAGE NBC 2014 SECTION 1710.5.1.1) OPERATING FORCE WATER RESISTANCE: ASTM E33 I 9 P5F -- (15% OF +GO PSF) AIR INFILTRATION: ASTM E283 FORCE ENTRY: ASTM F588 • • • • •••• • • • •• • • • • • • • PK DRAFTING $ NIDRE INC. MALE: NA DATE: 04/27/2015 / DRAWING M 15-141 SHEET 1OF14 ACTIVE EXTERIOR SIDE ELEVATION RECTANGULAR TYPE PAIR DOOR XX INACTIVE MODEL! RECTANGULAR SWING -OUT PAIR DOOR XX: (MAX. 74 1/2" X 12 19/ 16') SINGLE DOOR X: (MAX. 38 3/8" X 12 19/ 161 PD= +65 FBF, -65 P5F OPERATING FORCE WATER RESISTANCE: ASTM 5331,11.25 P5F (1 5% OF +75 P5F) AIR INFILTRATION: ASTM 5283 FORCE ENTRY: ASTM F588 H2 H2 H2 H2 H2 MODEL I 743 FW 743 72i DO (U �- v L� O-1 iii Lai 113, acute uu I_ _ _. (5) HINGES SPACED J FRAME ANCHORAGE LAY -OUT 5E5 SHEET 12 FOR DETAILS CLUSTER OF 5 ANCHORS AT 4' DC Ali INF H u1l ANCHORS AT �i � w of 3 MAY Irnr ACTIVE EXTERIOR SIDE ELEVATION RECTANGULAR TYPE PAIR DOOR XX INACTIVE MODEL! RECTANGULAR SWING -OUT PAIR DOOR XX: (MAX. 74 1/2" X 12 19/ 16') SINGLE DOOR X: (MAX. 38 3/8" X 12 19/ 161 PD= +65 FBF, -65 P5F OPERATING FORCE WATER RESISTANCE: ASTM 5331,11.25 P5F (1 5% OF +75 P5F) AIR INFILTRATION: ASTM 5283 FORCE ENTRY: ASTM F588 H2 H2 H2 H2 H2 MODEL I (SEE SHEET 12 TO SELECT ANCHOR OPTIONS LOCK HARDWARE: H3 HORANO 4 POINT LOCK INSTALLED TO THE ACTIVE STILE 0/ (9) *1022 PFH SNS AT AVG 9'OC H3 111/1,,/ ////*///,Iy •* f No.,� 2609 * ; 2" 1 IP .0 STA , OF Z ,{ 2 '•a51 s�OWAI �M,,,. � N m 1-:::3 %/au////p/� 0 5 m • APR 802015 s°<� yg�u�U�opZu RIKE PLATE SECURED 3 O 8 INACTIVE STILE z N < z (4) *10X3 PFH SMS2 W N p WRIKE PLATE SECURED(J) INACTIVE STILE(yJ (3) *1003 PFH SMS,(�MY HANDLEv'OyR INE PLATEISECURED 3 TO INACTIVE STILE •••• ZS� V/ (4) *10X3 PFH SMS• • • • • •• 00. •• • • ••• • • •• t �• H3 HARDWARE NOTES: 1- SURFACE BOLTS: (4) SURFACE BOLTS BY BORANO PART 4H-3 WERE INSTALLED IN THE ACTIVE AND INACTIVE LEAVES AT TOP AND BOTTOM. THE BOTTOM SURFACE BOLTS WERE ATTACHED USING LOCK GUIDES FROM THE EDGE OF THE ASTRAGAL AT: 3 7/8', 5/8" AND 6 5/8" USING (2) 4821 1/2" 55 Mt SM5 PER LOCATION. THE TOP SURFACE BOLTS WERE ATTACHED USING LOCK GUIDES FROM THE TOP EDGE OF The ASTRAGAL AT: 3 7/8", 5/8', 9' AND 18 1/2' USING (2) 48 X 1 I /2' 55 PPM 5M5 PER LOCATION. A LOCK BAR REINP. GUIDE WAS INSTALLED USING (2) 41 2X3 55 PFH 5M5. 2- STRIKE PLATES: 2. I - FRAME HEAD 4 SILL: A I 1 /802X 1 I GA THICK 55 STRIKE PLATE WERE INSTALLED ON THE HEADER AND SILL USING (4) N 12X3 55 PPM 5M5. THE STRIKE PLATES WERE FLUSH WITH The SURFACE OF T112 SILL AND HEADER 2.2- INACTIVE 5A511: (3) STRIKE PLATES WERE INSTALLED IN THE INACTIVE LEAF AT CORRESPONDING POSITIONS AND WERE ATTACHED USING (4,3,4) 410X3 55 PPH SM5 STARTING FROM BOTTOM OF THE LEA)` 3- DOOR HANDLE: A DUMMY HANDLE WAS INSTALLED ON THE INACTIVE LEAF. 4- ACTIVE DOOR LOCK: A (3) POINT WITH AN ADDITIONAL LATCHING POINT, BORANO 4 H 1 WAS INSTALLED IN THE ACTIVE DOOR LEAF AT 42• FROM THE BOTTOM or THE ACTIVE DOOR LEAP. THE LOCKING POINTS WERE AT 13.5, 40.5, 43.375, 08.75 FROM THE BOTTOM OF THE ACTIVE LOAF. THE LOCK WAS INSTALLED USING (9) 410X2 55 PFH SM5 AT 10' AND 9" OC AVERAGE FROM THE BOTTOM OP THE DOOR LEAP. 5- HINGES: (4) 4,524.5 SOLID BRASS HINGES BY DORANO PART4 11-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES USING (2) 41 2X3 / (2) 4122 1 I/4 PFH SM5 AND WERE ATTACHED TO THE DOOR LEAF USING (4) 41 2X3 PFH SMS. • •••• • • •••• • • •• •• • •• • • • • • •• ••• • • • •• • • • • • • • • • • • • • • • • • Lt • *rot •• • • • q tmi9R • • • "•� co ••• • •••• -07).44 •• • W pO z.,io N ' JQ m N2i--, PK ORAMING 4 MO(@ NC. SCALL: NA DATE: 04/27/2015 DRAWING 0 15-141 BHECT 2 OF 14 743 (U 611 ANCHORS SPACED 61 i� 4T MAYTMIIM 1?0flf ii CLUSTER OF 5 ANCHORS AT 4. OC FRAME ANCHORAGE LAY -OUT 5E5 SHEET 12 FOR DETAILS CLUSTER OF 5 ANCHORS AT 4' DC _I �7d ANCHORS AT 17 3 MAY Irnr (SEE SHEET 12 TO SELECT ANCHOR OPTIONS LOCK HARDWARE: H3 HORANO 4 POINT LOCK INSTALLED TO THE ACTIVE STILE 0/ (9) *1022 PFH SNS AT AVG 9'OC H3 111/1,,/ ////*///,Iy •* f No.,� 2609 * ; 2" 1 IP .0 STA , OF Z ,{ 2 '•a51 s�OWAI �M,,,. � N m 1-:::3 %/au////p/� 0 5 m • APR 802015 s°<� yg�u�U�opZu RIKE PLATE SECURED 3 O 8 INACTIVE STILE z N < z (4) *10X3 PFH SMS2 W N p WRIKE PLATE SECURED(J) INACTIVE STILE(yJ (3) *1003 PFH SMS,(�MY HANDLEv'OyR INE PLATEISECURED 3 TO INACTIVE STILE •••• ZS� V/ (4) *10X3 PFH SMS• • • • • •• 00. •• • • ••• • • •• t �• H3 HARDWARE NOTES: 1- SURFACE BOLTS: (4) SURFACE BOLTS BY BORANO PART 4H-3 WERE INSTALLED IN THE ACTIVE AND INACTIVE LEAVES AT TOP AND BOTTOM. THE BOTTOM SURFACE BOLTS WERE ATTACHED USING LOCK GUIDES FROM THE EDGE OF THE ASTRAGAL AT: 3 7/8', 5/8" AND 6 5/8" USING (2) 4821 1/2" 55 Mt SM5 PER LOCATION. THE TOP SURFACE BOLTS WERE ATTACHED USING LOCK GUIDES FROM THE TOP EDGE OF The ASTRAGAL AT: 3 7/8", 5/8', 9' AND 18 1/2' USING (2) 48 X 1 I /2' 55 PPM 5M5 PER LOCATION. A LOCK BAR REINP. GUIDE WAS INSTALLED USING (2) 41 2X3 55 PFH 5M5. 2- STRIKE PLATES: 2. I - FRAME HEAD 4 SILL: A I 1 /802X 1 I GA THICK 55 STRIKE PLATE WERE INSTALLED ON THE HEADER AND SILL USING (4) N 12X3 55 PPM 5M5. THE STRIKE PLATES WERE FLUSH WITH The SURFACE OF T112 SILL AND HEADER 2.2- INACTIVE 5A511: (3) STRIKE PLATES WERE INSTALLED IN THE INACTIVE LEAF AT CORRESPONDING POSITIONS AND WERE ATTACHED USING (4,3,4) 410X3 55 PPH SM5 STARTING FROM BOTTOM OF THE LEA)` 3- DOOR HANDLE: A DUMMY HANDLE WAS INSTALLED ON THE INACTIVE LEAF. 4- ACTIVE DOOR LOCK: A (3) POINT WITH AN ADDITIONAL LATCHING POINT, BORANO 4 H 1 WAS INSTALLED IN THE ACTIVE DOOR LEAF AT 42• FROM THE BOTTOM or THE ACTIVE DOOR LEAP. THE LOCKING POINTS WERE AT 13.5, 40.5, 43.375, 08.75 FROM THE BOTTOM OF THE ACTIVE LOAF. THE LOCK WAS INSTALLED USING (9) 410X2 55 PFH SM5 AT 10' AND 9" OC AVERAGE FROM THE BOTTOM OP THE DOOR LEAP. 5- HINGES: (4) 4,524.5 SOLID BRASS HINGES BY DORANO PART4 11-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES USING (2) 41 2X3 / (2) 4122 1 I/4 PFH SM5 AND WERE ATTACHED TO THE DOOR LEAF USING (4) 41 2X3 PFH SMS. • •••• • • •••• • • •• •• • •• • • • • • •• ••• • • • •• • • • • • • • • • • • • • • • • • Lt • *rot •• • • • q tmi9R • • • "•� co ••• • •••• -07).44 •• • W pO z.,io N ' JQ m N2i--, PK ORAMING 4 MO(@ NC. SCALL: NA DATE: 04/27/2015 DRAWING 0 15-141 BHECT 2 OF 14 C7 LOCO N LA0 ZN x¢ 74 72 FW DO ACTIVE INACTIVE EXTERIOR SIDE ELEVATION ARCHED TYPE PAIR DOOR XX MODEL 2 RECTANGULAR SWING -OUT PAIR DOOR XX: (MAX. 74 1/2' X 122 3/4") SINGLE DOOR X: (MAX. 38 3/8" X 122 3/4") PD= +65 PSF, -65 P5F OPERATING FORCE WATER RESISTANCE: ASTM E33 I , I I .25 PSF (I 5% or +75 P5F) AIR INFILTRATION: ASTM E283 FORCE ENTRY: ASTM 1588 H2 MODEL 2 ANCHORS SPACED AT MAXIMUM 12'0C 142 ( CU CU H2 H2 FRAME ANCHORAGE LAY -OUT SEE SHEET 12 FOR DETAILS ANCHORS AT MAX. 12'0C SEE SHEET 12 TO SELECT ANCHOR 04110401 LOCK HARDWARE: BORANO 4 POINT LOCK INSTALLED TO THE ACTIVE STILE V/ (13) 111002 PFH SMS AT AVG e' (IC d'..p H4 V/ 1/2' DIAM%2'LDNG ' .......0‘.° SHEAR PIN V/ 3/4' THROW. 0. / (1GA SS REDO'. PLATE 2/ 4'. f GUIDE SHEAR ROD. THE PLATT i WERE GLUE AND ATTACHED WA!: (3) *12X3 SS PFH SMS AND (4) BIM 1 1/2' SS PFH SMO 0� ''.Fs TOSTINACTIVEIKE ESTILERED APR $ 9/ (4) 111092 PFH SMS ��CYEH'8Fj No. 609 ; V•= go STAT`F 14�t t S/ONAL ~G ''�-OI. Opp1 o ozbf5 3o.o u.mZ� ,c (C�) 0 32 V�)6tu me STRIKE PLATE SECURED TO INACTIVE STILE 9/ (4) 41022 PFH SMS STRIKE PLATE SECURED TO INACTIVE STILE W/ (3) 111022 PFH SMS DUMMY HANDLE STRIKE PLATE SECURED TO INACTIVE STILE W/ 14) 41023 PFH SMS • • • • • •• • • •••••• H4 2/ 1/2' DIAHX2'LONG SHEAR PIN W/ 3.1• VH•OW. 11GA SS REIN* PLATE 14) A GUIDE SHEAR Rao •Tle•PLATE WERE GLUE AND ATTACHED W/ (3) 41223 SSfWSI‘C.AYD (4) 1110X 1 1/2' to Pir'H•SMS •• •• HARDWARE NOTES: I - FLUSH BOLTS: THE INACTIVE DOOR LEAF CONTAINED A CONCEALED FLUSH BOLT BORANO PART A 114 WITH 1/2' DIAM52" LONG SHEAR PIN WITH 3/4" THROW AT TOP AND BOTTOM. T)12 LOCK CONTAINED AN I 1 GA 55 REINFORCEMENT PLATE WITH A GUIDE SHEAR ROD AT TOP 4 BOTTOM. THE REIN'. PLATE WERE GLUE U51NG ASHALAND ISOGRIP SP 3030 D AND WERE ATTACHED USING (3) # 12X3 55 PPM 545 FROM BOTTOM AND (4) M 105 I 1/2" 55 P111 545 FROM INTERIOR EDGE. 2- STRIKE PLATES: 2. I - FRAME HEAD 4 SILL: a I X2X0.244 THICK 55 STRIKE PLATE WERE INSTALLED ON THE HEADER AND SILL USING (4) # 12X3 55 4111 SMS. THE STRIKE PLATES WERE FLUSH WITH THE SURFACE OF THE SILL AND HEADER 2.2- INACTIVE SASH: (4) 0.5X2.9" LONG STRIKE PLATE WERE INSTALLED IN THE INACTIVE LEAF EACH USING (4) # 10X2 PFH SMS. THE STRIKE PLATE WERE INSTALLED TO MATCH THE LOCK POINTS FROM THE BOTTOM OF THE LEAF. THE SECOND STRIKE PLATE HAS TWO CUT-OUTS 3- DOOR HANDLE: A DUMMY HANDLE WAS INSTALLED ON THE INACTIVE LEAF. 4- ACTIVE DOOR LOCK: A (4) POINT WITH AN ADDITIONAL LATCHING POINT, DORANO M H I A WAS INSTALLED IN THE ACTIVE DOOR LEAF AT 42" FROM THE BOTTOM OF THE ACTIVE DOOR LEAP. THE LOCKING POINTS WERE A5 INDICATED IN THE ILLUSTRATION ABOVE FROM THE BOTTOM OF THE ACTIVE LEAF. THE LOCK WAS INSTALLED USING (13) 41 OX2 55 44)1 545 AT 9 3/5' FROM THE BOTTOM OF THE DOOR AND 5" OC AVERAGE, 5- HINGES: (4) 4.5X4.5 SOLID BRASS HINGES BY BORANO PART# 1-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES USING (4) # 12X3 P411 52/5 AND WERE ATTACHED TO THE DOOR LEAF USING (4) # 12X3 4411 SMS. • • • • • • • • • • •• • •••• • • •••• • ••• • • • •• • • •• • • • • • •• ••• • • • • • • • • • •••• • • • •• • •• ••• • • • • • • PK DRAPING t14> HC. OCHE: NA DATE: 04/27/2015 DRAWING 15-141 SHEET 3 OF 14 45 FW SIDELITE 164 748 FW DOOR 72i DO 45 FW SIDELITE MODEL 3 CLUSTER OF 6 ANCHORS Ai 4'0C ANCHORS AT MAX, 12'0C 7i 1e, OC. //e H2— H2- 2 1 fU H2— 0 42— O INTERIOR SIDE ELEVATION RECTANGULAR PAIR DOOR 0 -XX -0 WITH SIDEUTES MODEL 3 RECTANGULAR SWING -OUT W/ SIDELITES PAIR DOOR XX: (MAX. 74 5/8" X 122 1/2") SINGLE DOORX: (MAX. 387/16"X 122 I/2") SIDELITE 0: (MAX. 45" X 122 1/2") PD= +65 PSF, -65 PSF OPERATING FORCE WATER RESISTANCE: ASTM E331 , 1 1.25 PSI` (15%0r +75 P5F) AIR INFILTRATION: ASTM 0253 FORCE ENTRY: ASTM F588 SASH CONSTRUCTION: 00 U CU 0 rn j 01 Y 0x ❑ Q U Z 6 Q 2 0 3-. cd �0 Z U FS0_ 3v' A M W X 0 O 101 W CLUSTER OF 6 ANCHORS AT 4'0C THE DOOR LEAF CORNERS AND INTERMEDIATE CONNECTIONS WERE RABBET BUTT JOINED USING MORTISE AND TENON CONNECTIONS. BOTTOM RAIL TO VERTICAL STILE: 6 3/4 X 3/4 X 1 7/8" TENON INTO THE STILE TOP RAIL TO VERTICAL STILE: 4 1/4 X 3/4 X 1 7/8" LONG TENON INTO THE STILE INTERMEDIATE RAIL TO VERTICAL STILO: 4 I /4 X 3/4 X 17/5" LONG TENON INTO THE STILE INTERMEDIATE RAIL TO HORIZONTAL RAILS: 4 I /4 X 3/4 X 1 7/8" LONG TENON INTO RAILS 7(10 ASTRAGAL WAS ATTACHED TO THE DOOR SASH USING ( 11) 4851 WOOD SCREWS AT I I'OC. 1'P CLUSTER OF 5 ANCHORS AT 4' OC FRAME ANCHORAGE LAY -OUT 5E5 51-IEET 1 2 FOR DETAILS CLUSTER OF 5 ANCHORS AT 4'0C 11 aim T ( 1T_ _ �1 I 1L"I ANCHORS AT MAX. 12'0C 5E0 SHEET 12 TO SELECT ANCHOR OPTIONS 0 0 U N 0_ _ VI In X CC 0 X - 2 Q ZS < 1— - 4 - n .c • • • • • •• • • •••• • f LOCK HARDWARE • SAME AS SHfQ63• •• • • •• •• • • • • • • • • • • •• • APR 3 0 2015 • • •••• • ••• • • • •• • • •• • • • • • •• ••• • • • •• • • • •••• • • HARDWARE NOTES: • • • I - PLUSH BOLTS: THE INACTIVE DOOR LEAP CONTAINED A CONCEALED FLUSH BOLT BORANO PART N 54 WITH I/2" DIAM X2" LONG SHEAR PIN WITH 3/4' THROW AT TOP AND BOTTOM. THE LOCK CONTAINED AN 11GA 55 REINFORCEMENT PLATE WITH A GUIDE SHEAR ROD AT TOP 4 BOTTOM. THE REINFORCING PLATE WERE ATTACHED USING (3) 412X3 55 P011 SM5 FROM BOTTOM AND (4) 4I OX I I/2' 55 00(1 5M5 PROM INTERIOR EDGE. THE PLUSH BOLTS WERE 2 5/8" FROM THE VERTICAL END OF THE LOCK STILE. 2- STRIKE PLATES: 2.1- PRAMS HEAD 4 SILL: A I I /25351 /4 THICK STEEL STRIKE PLATES WERE INSTALLED ON THE HEADER AND SILL USING (4) 412X3 PFH SMS. THE STRIKE PLATES WERE PLUSH WITH THE SURFACE OF THE SILL AND HEADER. 2.2- INACTIVE SASH: (4) 0.8X6.9" LONG STRIKE PLATE WERE INSTALLED IN THE INACTIVE LEAF EACH USING (4) 410X2 00(1 5M5, EXCEPT 2ND PROM THE BOTTOM WITH (3) SCREWS SAME TYPE. THE STRIKE PLATE WERE INSTALLED TO MATCH THE LOCK POINTS FROM THE BOTTOM OF THE LEAF. THE SECOND STRIKE PLATE HAS TWO CUT-OUTS 3- DOOR HANDLE: A DUMMY HANDLE WAS INSTALLED ON THE INACTIVE LEAP. 4- ACTIVE DOOR LOCK: A (4) POINT WITH AN ADDITIONAL LATCHING POINT, BORANO 4 HI A WAS INSTALLED IN THE ACTIVE DOOR LEAF AT 42" FROM THE BOTTOM OF TI -15 ACTIVE DOOR LEAP. THE LOCKING POINTS WERE A5 INDICATED IN THE ILLUSTRATION AS PER 51-15ET 3 OF 14 FROM THE BOTTOM OF THE ACTIVE LEAF. THE LOCK WAS INSTALLED USING (15) 410X2 55 00(1 5M5 AT 8 3/4" PROM THE BOTTOM OF THE DOOR AND 7 7/8' OC AVERAGE. 5- HINGES: (5) 4.554.5 SOLID BRASS HINGES BY BORANO PART4 H-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES USING (4) 412X3 PFH SM5 AND WERE ATTACHED TO THE DOOR LEAP USING (4) 412X3 PPH 5M5. • • • • • 6 • •• 0.11••11 t, 62 0,0 '-7s 2 N C H l PK DRMING 4 MORE INC. SCALL: NA DATE: 04/27/2015 DRAWING M 15-14) SHEET 40F 14 DOOR PANEL W TH DECORATIVE TRIANGULAR CUTS 1/4' DEEP X 1/4' WIDE SPACED AT 7 1/2'OC MODEL 4 RECTANGULAR SWING -OUT 13/4") SINGLE DOOR X: (MAX. 50 1/2"X I22 I/2") PD= +65 PSF, -65 P5F OPERATING FORCE WATER RESISTANCE: ASTM n31, 1 I .25 PSP (1 5% OP +75 P5F) AIR INPILTRATION: ASTM E253 FORCE ENTRY: ASTM F558 L.1 J ' W L.) CU ¢-+ V) E V) E CY 0 X V X Z ¢ 4 MODEL 4 ANCHORS AT AVG. 12'0C FRAME ANCHORAGE LAY -OUT SEE SHEET 12 FOR DETAILS ANCHORS AT AVG, 12'0C O 0 W. U CU ¢ N E V) X CK 01 O X Li Z E ¢ - !SEE SHEET 12 TO SELECT ANCHOR OPTIONS VACHETE MODEL 5000 5 POINT LOCK INSTALLED TO THE ACTIVE STILE 8/ (13) 81203 PFH SMS AT AVG B 1/2'0C LOCK HARDWARE: STRIKE PLATE SECURED TO JAMB V/ (4) 810X2 PFH SMS STRIKE PLATE SECURED TO JAMB 8/ (4) 810X2 PFH SMS STRIKE PLATE SECURED C , TO JAMB 8/ ()_J (3) 81002 PFH SNS LLJ STRIKE PLATE SECURED O� i TO JAMB V/ •••• z (4) 810X2 PFH SMS • • •••• •= r. • ••• • • ••.• oO• • • • •�Ep • •• • • i.• • • • •••• •• • • • • • • •••• 3 •• ••• • • • • • •• •• •• • • • • • • • • • • • • • • •• • •••• • • • •• • HARDWARE NOTES: 1- DOOR HANDLE: ACTIVATING THE LATCH WAS INSTALLED AT 42" FROM THE BOTTOM OF THE DOOR. 2- ACTIVE DOOR LOCK: A (5) POINT LOCKING MECHANISM WITH AN ADDRIONAL LATCH, M H I A - 5 POINT BY BORANO, WAS INSTALLED ON THE LEAF. EACH POINT LOCK PROTRUDED 13/1 THE CORRESPONDING (5) 0 7/8' X0.80 X 0.1 12' PAINTED STEEL STRIKES PLATES WITH I .73"X0.50' SLOT WERE ATTACHED TO THE DOORJAMB A5 ILLUSTRATED ABOVE 3- HINGES: (5) 4.5X4.5 SOLID BRASS HINGES BY BORANO PART# 1-1-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES USING (4) # 12X3 PEN SMS AND WERE ATTACHED TO THE DOOR LEAF USING (4) # 12X3 PPM 5M5. • • DRAPING t ACRE AC. SCALL: NA OAR: 04/27/2015 DRAVAHG 15-141 EMELT 5 OF 14 INACTIVE ACTIVE EXTERIOR SIDE ELEVATION RECTANGULAR TYPE PAIR DOOR W/ TRAM5OM XX -0 He H2 H2 H2 H2 MODEL 6 RECTANGULAR W/ TRANSOM SWING -OUT PAIR DOOR XX -O: (MAX. 74 1/2" X I GO 3/8") SINGLE DOOR X -O: (MAX. 38 3/8" X I GO 3/8") PD= +65 PSF, -65 P5F ' PRODUCT POSITIVE PRE55URE TO BE LIMITED TO +60 P5F FOR INSTALLATIONS WITHOUT AN OVERHANG MEETING THE OH ratio OH length/ 011 heIght DOOR COVERAGE Pec 2014 SECTION 17 0.5.1.1) OPERATING FORCE WATER RESISTANCE: ASTM E33 I 9 PSF -- ( 15%u OF +6O PSF) AIR INFILTRATION: ASTM 2283 FORCE ENTRY: ASTM F588 MODEL 6 46 46 f ----ANCHORS AT 13' OC ---I h— A CD W. U N 0 N CK ❑ X Q Z Q ANCHORS AT MAX. 12' OC CLUSTER OF 3 ANCHORS AT 3'DC CLUSTER OF (4) ANCHORS AT 4'OC STRIKE PLATE SECURED TO INACTIVE STILE M/ (4) 41201 1/2 PFH SMS DUMMY HANDLE STRIKE PLATE SECURED TO INACTIVE STILE 9/ (4) 412X1 1/2 PFH SMS LOCK HARDWARE: B0RAN0 4 POINT W LOCK INSTALLED TO M/THE (13)I4)002VE 1PE AT AVG B' OC • �1'% ••• • ••• ••• ••• L • • • • • •• • • ,^ • ••• 0 • • • z • • • • N < • • D- •• • • • • •• ••• • • • •• • • • •••• • • • •• • HARDWARE NOTES: I- FLUSH BOLTS: BORANO PART H-4 INSTALLED IN THE INACTIVE LEAF 17 1/4" FROM THE TOP AND 19 1/2' FROM THE BOTTOM or THE 5A511. THE LOCK CONTAINED AN I I GA 55 REINFORCEMENT PLATE WITH A GUIDE SHEAR ROD AT TOP AND BOTTOM. THE REINF. PLATE WERE GLUED USING ASHLAND 15009IP 5P 30300 AND N2RE ATTACHED USING (3) # 12X3 55 PFH SM5 FROM BOTTOM AND (4) N 10X I 1 /2' 55 PFH SMS FROM THE INTERIOR EDGE. 2- STRIKE PLATES: 2.1- FRAME HEAD 4 SILL: A 1 X2X0.244 THICK 55 STRIKE PLATE WERE INSTALLED ON THE HEADER AND SILL USING (4) 41 2X3 55 PFH 5M5. THE STRIKE PLATES WERE PLUSH WITH THE SURFACE OF THE SILL AND HEADER. 2.2- INACTIVE 5A5H: (4) 0.8X6.9" LONG STRIKE PLATE5 WERE INSTALLED IN THE INACTIVE LEAF U51110 (4) # 12 X 1 I/2" PPH SM5. 3- DOOR HANDLE: A DUMMY HANDLE WA5 INSTALLED ON THE INACTIVE LEAF. 4- ACTIVE DOOR LOCK: A (4) POINT WITH AN ADDITIONAL LATCHING POINT, BORANO # HI A WAS INSTALLED IN THE ACTIVE DOOR LEAF AT 42' FROM THE BOTTOM OF THE ACTIVE DOOR LEAF. THE LOCKING POINT5 WERE AT I2, 41 .5, 07 AND 92 FROM THE BOTTOM OF THE ACTIVE LEAF. THE LOCK WAS INSTALLED USING (13) M 10X2 55 PFH 5M5 AT 9.375", 10.375, 25.25, 34.5, 40.375, 55.5, 64.5, 71 .25, 78.75, 80.875, 90, 96.75, 105 FROM THE BOTTOM OF THE DOOR LEAF. 5- HINGES: (5) 4.5X4.5 SOLID BRA55 HINGES BY BORANO PART# 11-2 WLRE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES USING (4) # 12X3 PF1 5M5. •••• 4• • 3 .1• ",°4ry d •1 • d4 • • • ••••• • •• • 4 1 r m PK DRA TNG 4 MJFL MC. ScxE: NA DATE: 04/27/2015 DRAWING (5- (41 SHEET 5.1 OF 14 74+ FW 66i DLO LLo / Il70J (h Cr, A 1 , 1G1 1./Ll 1_ _. __ _<5) HINGES SPACED_.__ I 1 ,5 — 1oCD ® ......... 1 , INACTIVE ACTIVE EXTERIOR SIDE ELEVATION RECTANGULAR TYPE PAIR DOOR W/ TRAM5OM XX -0 He H2 H2 H2 H2 MODEL 6 RECTANGULAR W/ TRANSOM SWING -OUT PAIR DOOR XX -O: (MAX. 74 1/2" X I GO 3/8") SINGLE DOOR X -O: (MAX. 38 3/8" X I GO 3/8") PD= +65 PSF, -65 P5F ' PRODUCT POSITIVE PRE55URE TO BE LIMITED TO +60 P5F FOR INSTALLATIONS WITHOUT AN OVERHANG MEETING THE OH ratio OH length/ 011 heIght DOOR COVERAGE Pec 2014 SECTION 17 0.5.1.1) OPERATING FORCE WATER RESISTANCE: ASTM E33 I 9 PSF -- ( 15%u OF +6O PSF) AIR INFILTRATION: ASTM 2283 FORCE ENTRY: ASTM F588 MODEL 6 46 46 f ----ANCHORS AT 13' OC ---I h— A CD W. U N 0 N CK ❑ X Q Z Q ANCHORS AT MAX. 12' OC CLUSTER OF 3 ANCHORS AT 3'DC CLUSTER OF (4) ANCHORS AT 4'OC STRIKE PLATE SECURED TO INACTIVE STILE M/ (4) 41201 1/2 PFH SMS DUMMY HANDLE STRIKE PLATE SECURED TO INACTIVE STILE 9/ (4) 412X1 1/2 PFH SMS LOCK HARDWARE: B0RAN0 4 POINT W LOCK INSTALLED TO M/THE (13)I4)002VE 1PE AT AVG B' OC • �1'% ••• • ••• ••• ••• L • • • • • •• • • ,^ • ••• 0 • • • z • • • • N < • • D- •• • • • • •• ••• • • • •• • • • •••• • • • •• • HARDWARE NOTES: I- FLUSH BOLTS: BORANO PART H-4 INSTALLED IN THE INACTIVE LEAF 17 1/4" FROM THE TOP AND 19 1/2' FROM THE BOTTOM or THE 5A511. THE LOCK CONTAINED AN I I GA 55 REINFORCEMENT PLATE WITH A GUIDE SHEAR ROD AT TOP AND BOTTOM. THE REINF. PLATE WERE GLUED USING ASHLAND 15009IP 5P 30300 AND N2RE ATTACHED USING (3) # 12X3 55 PFH SM5 FROM BOTTOM AND (4) N 10X I 1 /2' 55 PFH SMS FROM THE INTERIOR EDGE. 2- STRIKE PLATES: 2.1- FRAME HEAD 4 SILL: A 1 X2X0.244 THICK 55 STRIKE PLATE WERE INSTALLED ON THE HEADER AND SILL USING (4) 41 2X3 55 PFH 5M5. THE STRIKE PLATES WERE PLUSH WITH THE SURFACE OF THE SILL AND HEADER. 2.2- INACTIVE 5A5H: (4) 0.8X6.9" LONG STRIKE PLATE5 WERE INSTALLED IN THE INACTIVE LEAF U51110 (4) # 12 X 1 I/2" PPH SM5. 3- DOOR HANDLE: A DUMMY HANDLE WA5 INSTALLED ON THE INACTIVE LEAF. 4- ACTIVE DOOR LOCK: A (4) POINT WITH AN ADDITIONAL LATCHING POINT, BORANO # HI A WAS INSTALLED IN THE ACTIVE DOOR LEAF AT 42' FROM THE BOTTOM OF THE ACTIVE DOOR LEAF. THE LOCKING POINT5 WERE AT I2, 41 .5, 07 AND 92 FROM THE BOTTOM OF THE ACTIVE LEAF. THE LOCK WAS INSTALLED USING (13) M 10X2 55 PFH 5M5 AT 9.375", 10.375, 25.25, 34.5, 40.375, 55.5, 64.5, 71 .25, 78.75, 80.875, 90, 96.75, 105 FROM THE BOTTOM OF THE DOOR LEAF. 5- HINGES: (5) 4.5X4.5 SOLID BRA55 HINGES BY BORANO PART# 11-2 WLRE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES USING (4) # 12X3 PF1 5M5. •••• 4• • 3 .1• ",°4ry d •1 • d4 • • • ••••• • •• • 4 1 r m PK DRA TNG 4 MJFL MC. ScxE: NA DATE: 04/27/2015 DRAWING (5- (41 SHEET 5.1 OF 14 INACTIVE ACTIVE EXTERIOR SIDE ELEVATION RECTANGULAR TYPE PAIR DOOR W/ TRAMSOM )IX -0 22 H2 H2 H2 H2 MODEL 6 RECTANGULAR W/ TRANSOM SWING -OUT PAIR DOOR XX -0: (MAX. 74 1/2" X I GO 3/8") SINGLE DOOR X -O: (MAX, 38 3/8" X I GO 3/8") PD= +65 PSF, -65 PSF • PRODUCT POSITIVE PRESSURE TO Be LIMITED TO +GO PSF FOR INSTALLATIONS WITHOUT AN OVERHANG MEETING THE 011 ratio— 011 length/ 0H height DOOR COVERAGE (PDC 2014 SECTION 1710.2.1.11 OPERATING FORCE WATER RESISTANCE: ASTM 2331 9 PSF -- ( 15% OF +G0 PSF) AIR INFILTRATION: ASTM 2283 FORCE ENTRY: ASTM F588 MODEL G 4i 4$ —ANCHDRS AT 13' OC---{ A C3 LA UC CU U 0 VI X ti S O a Z x Q Q CLUSTER OF C4) ANCHORS AT 4' OC ANCHORS AT MAX. 12' OC CLUSTER OF 3 ANCHORS AT 3' OC STRIKE PLATE SECURED TO INACTIVE STILE M/ <4) 412%1 1/2 PFH SMS H4 DUMMY HANDLE STRIKE PLATE SECURED TO INACTIVE STILE 4/ <4) 812%1 1/2 PFH SMS H4 LOCK HARDWARE: B0RAN0 4 POINT LOCK INSTALLED TO THE ACTIVE STILE 4/ (13) 21022 RN W AT AVG B' OC • • • •••• • • • •• •••• •••• OOOOOO `44 • • • • • • • • • • • • • •• • • ••• • • • •• • Q • 0�/ OO co W V1▪ ••• 1• •• • • • • • • • ••• • • • •• • • • •••••• • •••• • • • ••• • HARDWARE NOTES: 1- FLUSH BOLTS: BORANO PART 11-4 INSTALLED IN THE INACTIVE LEAF 17 1/4' FROM THE TOP AND 19 1/2' FROM THE BOTTOM OF THE SASH. THE LOCK CONTAINED AN 1 I GA 55 REINFORCEMENT PLATE WITH A GUIDE SHEAR ROD AT TOP AND BOTTOM. THE RE11,11'. PLATE WERE GLUED USING ASHLAND ISOGRIP 51. 3030D AND WERE ATTACHED USING (3) #1 2X3 55 20(1 5M5 FROM BOTTOM AND (4) k I OX 1 I /2" 55 PFH SMS FROM THE INTERIOR EDGE. 2- STRIKE PLATES: 2. I - FRAME HEAD 4 SILL: A 1 X2X0.244 THICK 55 STRIKE PLATE WERE INSTALLED ON THE HEADER AND SILL USING (4) 41 2X3 55 0011 SMS. THE STRIKE PLATES WERE FLUSH WITH THE SURFACE OF THE SILL AND HEADER. 2.2- INACTIVE SASH: (4) 0.8X6.9" LONG STRIKE PLATES WERE INSTALLED IN THE INACTIVE LEAF USING (4) # 12 X I 1/2' PPH 5M5. 3- DOOR HANDLE: A DUMMY HANDLE WAS INSTALLED ON THE INACTIVE LEAF. 4- ACTIVE DOOR LOCK: A (4) POINT WITH AN ADDITIONAL LATCHING POINT, BORANO # HI A WAS INSTALLED IN THE ACTIVE DOOR LEAF AT 42' FROM THE BOTTOM OF THE ACTIVE DOOR LEAP. THE LOCKING POINTS WERE AT 12, 4 1 .5, 07 AND 92 FROM THE BOTTOM OF THE ACTIVE LEAF. THE LOCK WAS INSTALLED USING (13) #10X2 55 0011 SMS AT 9.375", 10.375, 25.25, 34.5, 40.375, 55.5, 64.5, 71.25, 78.75, 80.875, 90, 90.75, 105 FROM THE BOTTOM OF THE DOOR LEAP. 5- HINGES: (5) 4.5X4.5 SOLID BRASS HINGES BY BORANO PART# 11-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES USING (4) k 12X3 001-1 SMS. • • •1 • "g • g, • IT•.• • • •••••• •• • •••••• • 1 ••••• 1 • 1 U N t <pp MtDN� O rsi w om00 N — r /im �'�< NMF --u_ PK DRATNNG(ACROMC. SCALE NA DAR: 04/27/20 15 DRAWING 2 15-141 SHEET 5.1 OF 14 74 FW 661 DLO ?'� LCXCOCI MON N. m A y l 9a 1 C 1 liLI I I (5) HINGES SPACED _1 I lSi 1 1 / 1 N INACTIVE ACTIVE EXTERIOR SIDE ELEVATION RECTANGULAR TYPE PAIR DOOR W/ TRAMSOM )IX -0 22 H2 H2 H2 H2 MODEL 6 RECTANGULAR W/ TRANSOM SWING -OUT PAIR DOOR XX -0: (MAX. 74 1/2" X I GO 3/8") SINGLE DOOR X -O: (MAX, 38 3/8" X I GO 3/8") PD= +65 PSF, -65 PSF • PRODUCT POSITIVE PRESSURE TO Be LIMITED TO +GO PSF FOR INSTALLATIONS WITHOUT AN OVERHANG MEETING THE 011 ratio— 011 length/ 0H height DOOR COVERAGE (PDC 2014 SECTION 1710.2.1.11 OPERATING FORCE WATER RESISTANCE: ASTM 2331 9 PSF -- ( 15% OF +G0 PSF) AIR INFILTRATION: ASTM 2283 FORCE ENTRY: ASTM F588 MODEL G 4i 4$ —ANCHDRS AT 13' OC---{ A C3 LA UC CU U 0 VI X ti S O a Z x Q Q CLUSTER OF C4) ANCHORS AT 4' OC ANCHORS AT MAX. 12' OC CLUSTER OF 3 ANCHORS AT 3' OC STRIKE PLATE SECURED TO INACTIVE STILE M/ <4) 412%1 1/2 PFH SMS H4 DUMMY HANDLE STRIKE PLATE SECURED TO INACTIVE STILE 4/ <4) 812%1 1/2 PFH SMS H4 LOCK HARDWARE: B0RAN0 4 POINT LOCK INSTALLED TO THE ACTIVE STILE 4/ (13) 21022 RN W AT AVG B' OC • • • •••• • • • •• •••• •••• OOOOOO `44 • • • • • • • • • • • • • •• • • ••• • • • •• • Q • 0�/ OO co W V1▪ ••• 1• •• • • • • • • • ••• • • • •• • • • •••••• • •••• • • • ••• • HARDWARE NOTES: 1- FLUSH BOLTS: BORANO PART 11-4 INSTALLED IN THE INACTIVE LEAF 17 1/4' FROM THE TOP AND 19 1/2' FROM THE BOTTOM OF THE SASH. THE LOCK CONTAINED AN 1 I GA 55 REINFORCEMENT PLATE WITH A GUIDE SHEAR ROD AT TOP AND BOTTOM. THE RE11,11'. PLATE WERE GLUED USING ASHLAND ISOGRIP 51. 3030D AND WERE ATTACHED USING (3) #1 2X3 55 20(1 5M5 FROM BOTTOM AND (4) k I OX 1 I /2" 55 PFH SMS FROM THE INTERIOR EDGE. 2- STRIKE PLATES: 2. I - FRAME HEAD 4 SILL: A 1 X2X0.244 THICK 55 STRIKE PLATE WERE INSTALLED ON THE HEADER AND SILL USING (4) 41 2X3 55 0011 SMS. THE STRIKE PLATES WERE FLUSH WITH THE SURFACE OF THE SILL AND HEADER. 2.2- INACTIVE SASH: (4) 0.8X6.9" LONG STRIKE PLATES WERE INSTALLED IN THE INACTIVE LEAF USING (4) # 12 X I 1/2' PPH 5M5. 3- DOOR HANDLE: A DUMMY HANDLE WAS INSTALLED ON THE INACTIVE LEAF. 4- ACTIVE DOOR LOCK: A (4) POINT WITH AN ADDITIONAL LATCHING POINT, BORANO # HI A WAS INSTALLED IN THE ACTIVE DOOR LEAF AT 42' FROM THE BOTTOM OF THE ACTIVE DOOR LEAP. THE LOCKING POINTS WERE AT 12, 4 1 .5, 07 AND 92 FROM THE BOTTOM OF THE ACTIVE LEAF. THE LOCK WAS INSTALLED USING (13) #10X2 55 0011 SMS AT 9.375", 10.375, 25.25, 34.5, 40.375, 55.5, 64.5, 71.25, 78.75, 80.875, 90, 90.75, 105 FROM THE BOTTOM OF THE DOOR LEAP. 5- HINGES: (5) 4.5X4.5 SOLID BRASS HINGES BY BORANO PART# 11-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES USING (4) k 12X3 001-1 SMS. • • •1 • "g • g, • IT•.• • • •••••• •• • •••••• • 1 ••••• 1 • 1 U N t <pp MtDN� O rsi w om00 N — r /im �'�< NMF --u_ PK DRATNNG(ACROMC. SCALE NA DAR: 04/27/20 15 DRAWING 2 15-141 SHEET 5.1 OF 14 SEE SHEET 12 FOR ANCHORAGE DETAILS 3 MODELS I , 2, 3, 4 AND 6 - SECTIONS 13 D) 12 13 IR 12 22 7 DLO 9 SEE SHEET 12 FOR ANCHORAGE DETAILS 1/2X1/8 TAPE V2962 BY TSG AND 995 SILICONE 16. 1 8 MAX 1/4' SHIM 7 MA-ri 1/4' SHIM 9 N OX2 PFH SMS LOCATED 4 1/4' FROM ENDS AND EVERY 11'OC ODOR OPENING (DO) FRAME WIDTH (FV) ROUGH OPENING (RO) 44:10 7 SEE SHEET 12 FOR ANCHORAGE DETAILS 3 •••• • • • •••• • 13 CR 12 • • • •• • • • • • •• . • •••• • . •••• • • •• •• • • • • • • • SEE SHEET 12 FOR ANCHORAGE DETAILS • • • • • • • • •• ••• • • • •• • • • • •••• • • • •• • (r) W L1. w 0 z o oz 00 2 OD • .• b•• • •••• ••••• • • PK DRAPRNG a MORE ML. SCALE: NA DATE: 04/27/2015 DRAWING 1 15-141 SMELT GOF 14 • • • • • • • �-1 MODELS 3 AND 6 - SECTIONS 3i SEE SHEET 12 FOR ANCHORAGE DETAILS I/4 -20X3 FHMS W/ WASHER AND NUT AVERAGED SPACED AT 11' OC 1/2%1/8 TAPE 22862 BY TSG AND 995 SILICONE 3 1/2%1/8 TAPE 22862 BY TSG 8 AND 995 SILICONE 3 9 *8X2 1/2' PFH SMS 0822 1/2' PFH SMS SPACED AT 12 3/8'OC SPACED AT 12 3/8'OC MAX. 1/4' SHIM SIDE LITE FRAME WIDTH (22) SEE SHEET 10 FOR ANCHORAGE DETAILS 16 s16. l 3 DOOR FRAME WIDTH (FV) I 8 i 1 1/4-20%3 SS PFH MS V/ NUT SPACED AT 12 1/4.00 8(0%2 PFH SMS LOCATED 4' FROM ENDS AND EVERY 10'OC THE SASH 1S LAID INTO THE FRAME USING OBL FACE SILICONE TAPE SEE SHEET 12 FOR ANCHORAGE DETAILS 1/2X1/8 TAPE 22862 BY TSG AND 995 SILICONE 08%2 1/2' PFH SMS SPACED AT 9'0C 5 OR e 16 „,,,,,,III/,, • • • • • ( ) 11..1 •••• CZ • • WN •• • • 130112 • •.• • • • O_ • } 1 • VVa. co • • • • • ” •• .- .. . 13 IR 12• SIDELITE FRAME {EIGHT (EH) •••• •••• •••••• • • •• •• • • • • • • • • • • 0822 1/2' PFH SMS SPACED AT 9'0C 1/2X1/8 TAPE 22862 BY TSG AND 995 SILICONE •• . SEE SHEET 12 FOR ANCHORAGE DETAILS ••• . • • • • • • • •••• ... •. • • • ••••• • • • • 8 •••.. 8 • • (Y) N mm • 0• O 0)U N - CCIZ�� CCI N g PK CRAFTING • EIORD INC. SCALE NA OAR: 04/27/2015 DRAWING • 15-141 SMEET 7 OF 14 MODELS I , 2, 3 AND 4 - BILL OF MATERIALS $ GLAZING DETAILS GLAZING DETAILS 3/16' ANNEAL GLASS 0.10 GLASSLAM SAFETY PLUS II INTERLAYER 3/16' ANNEAL GLASS 3,4,5,6,7 05 GLASS GLAZ NG METHOD: GLASS AND GLAZING STOP WERE WET GLAZED USING DOW 995 SILICONE AND FURTHER ATTACHED USING #802 PFH 5M5. WOOD PANEL GLAZING METHOD: PANEL AND GLAZING STOP WERE WET GLAZED USING DOW 995 SILICONE AND FURTHER ATTACHED USING #8X2 PFH SMS. MAX. GLASS 28i DLO MAX. PANEL 34 DLO 0 .4 _EQ I E0_44 BILL OF MATERIALS: PART# DESCRIPTION MATERIAL 1 6 5/8 X 13/4 HEADER/ JAMB LAMINATED WOOD 2 6 5/8 X 1 3/4 SILL SOLID WOOD 3 7 X 2 I/4 HINGE STILE BUTCHED BLOCK W/ VENEER 4 7 X 2 1/4 LOCK STILE BUTCHED BLOCK W/ VENEER 5 7 X 2 1/4 TOP RAIL BUTCHED BLOCK W/ VENEER 6 9 3/8 X 2 1/4 BOTTOM RAIL BUTCHED BLOCK W/ VENEER 7 7 X 2 1/4 INTERMEDIATE RAIL BUTCHED BLOCK W/ VENEER 8 3/4 X 3/16 INSIDE MOULDING SOLID WOOD 9 1 1/4 X I I/8 GLAZING STOP SOLID WOOD 10 I 1/2 X 5/8 INACTIVE ASTRAGAL SOLID WOOD 11 1 3/4 X 1 1/4 ACTIVE ASTRAGAL LAMINATED WOOD 12 2 1/4” LAMINATED WO PANEL LAMINATED WOOD 13 1/2' IMPACT GLASS LAMINATED ANNEAL GLASS 14 DOW CORNING 995 STRUCTURAL SILICONE 15 1 .22X.5 1 WEAR STRIP ALUMINUM 16 11/2 X 3/4 DRIP CAP SOLID WOOD 16. I 2.3X3 TRANSOM SASH BUTCHED BLOCK W/ VENEER ASSEMBLY SCREWS * NAILS: PART# DESCRIPTION MATERIAL 51 #10 X 3" PM SMS ZINC PLATED STEEL 52 #6 X 1 I/4" PFH SMS ZINC PLATED STEEL 53 18 GA XI" BRAD NAIL GALVANIZED STEEL 54 #6 X 1 I/2" PFH SMS ZINC PLATED STEEL 55 #8 X 2" PFH 5MS ZINC PLATED STEEL 56 #12 X I 1/4' PFH SMS ZINC PLATED STEEL 57 #12 X 3' PFH SMS ZINC PLATED STEEL 58 #8 X 1 I/2" PFH 5MS ZINC PLATED STEEL 59 #10 X 2" PFH SMS ZINC PLATED STEEL DOOR HARDWARE: PART# DESCRIPTION MATERIAL H I BORANO 4 POINT LOCK STEEL 1-12 4.5X4.5 BORANO HINGES SOLID BRASS H3 BORANO SURFACE BOLTS STEEL H4 I I/8"X2"XI1 GA STRIKE PLATE STAINLESS STEEL DOOR WEATHER STRIPPING: PART# DESCRIPTION MATERIAL W I QEBD 650 KERF BY SCHLEGEL W2 BULB VINYL NEOPRENE W3 QEZD 320 FLAT BY SCHLEGEL „,,,,,,,,ILII,, _� No.\ 2609= i � STAT•. 8. f,§ 8 *f .• . /ONAL t~�''�� ` 4PR30 2015 ' 8. O t 'O 3 Z N a v;w�noW W_ • • 1 LLJ • • • • • •• . Q9• •••• • • ••a•• •• • OCUrib •••• •••s • •• • ••0"4 •••••• ••• •• -•-•-•-•-• _•--- • • ••••Il •• •• • • • • • • • • • • • • • • • • • • •• • • •••• • • • •• • PK DRPRING. M10RL NG SCALL. NA DATE: 04/27/2015 DRAW NG # 15-141 SMELT 8 OF 14 GLAZING DETAILS 3/16' ANNEAL GLASS 0.12 GLASSLAM SAFETY PLUS 11 INTERLAYER 3/16' ANNEAL GLASS 14 3,4,5, 6,7,16 S5/S9 GLASS GLAZ NG METHOD: GLASS AND GLAZING STOP WERE WET GLAZED USING DOW 995 SILICONE AND FURTHER ATTACHED USING #8X2 PFH SMS. WOOD PANEL GLAZING METHOD: PANEL AND GLAZING STOP WERE WET GLAZED USING DOW 995 SILICONE AND FURTHER ATTACHED USING #832 PFH 5M5. MODELS 6 — BILL OF MATERIALS $ GLAZING DETAILS MAX. GLASS 66# DLO 41062 PFHSMS SPACED AT 10'OC 4 TRANSOM GLAZING AX. GLASS 21i DLO T5T 4 i T DOOR GLAZING PANEL 7# DLO (2) *1022 PFHSMS (2) 41002 PFHSMS I--. (41DX2 6 TDTAL) _ PFHSMS JWZ O aN _� DOOR WOOD PANEL 8 1t BILL OF MATERIALS: PART# DESCRIPTION MATERIAL I 6 5/8 X 1 3/4 HEADER/ JAMB LAMINATED WOOD 2 G 5/8 X 1 3/4 SILL SOLID WOOD 3 7 X 2 1/4 HINGE STILE BUTCHED BLOCK W/ VENEER 4 7 X 2 1/4 LOCK STILE BUTCHED BLOCK W/ VENEER 5 7 X 2 1/4 TOP RAIL BUTCHED BLOCK W/ VENEER 6 9 3/8 X 2 1/4 BOTTOM RAIL BUTCHED BLOCK W/ VENEER 7 7 X 2 1/4 INTERMEDIATE RAIL BUTCHED BLOCK W/ VENEER 8 3/4 X 3/16 INSIDE MOULDING SOLID WOOD 9 I 1/4 X I I/8 GLAZING STOP SOLID WOOD 10 I 1/2 X 5/8 INACTIVE ASTRAGAL SOLID WOOD I I 1 3/4 X I 1/4 ACTIVE ASTRAGAL LAMINATED WOOD 12 2 1/4" LAMINATED WD PANEL LAMINATED WOOD 13 1/2' IMPACT GLASS LAMINATED ANNEAL GLASS 14 DOW CORNING 995 STRUCTURAL SILICONE 15 1 .22X.5 I WEAR STRIP ALUMINUM 16 1 1/2 X 3/4 DRIP CAP SOLID WOOD 1 G. I 2.3X3 TRANSOM SASH BUTCHED BLOCK W/ VENEER ASSEMBLY SCREWS d NAILS: PART# DESCRIPTION MATERIAL 51 #10 X 3" PFH 5M5 ZINC PLATED STEEL 52 #6 X I I/4" PPM 5645 ZINC PLATED STEEL 53 18 GA X I " BRAD NAIL GALVANIZED STEEL 54 #6 X I 1/2" PFH SMS ZINC PLATED STEEL 55 #8 X 2" PFH SMS ZINC PLATED STEEL S6 # 12 X 1 1/4" PFI -ISMS ZINC PLATED STEEL 57 # 12 X 3" PFH SMS ZINC PLATED STEEL 58 #8 X I 1/2" PFH SMS ZINC PLATED STEEL 59 #10 X 2° PFH SMS ZINC PLATED STEEL DOOR HARDWARE: PART# DESCRIPTION MATERIAL 1 1 BORANO 4 POINT LOCK STEEL H2 4.5X4.5 BORANO HINGES SOLID BRASS H3 BORANO SURFACE BOLTS STEEL H4 1 I/8"X2"XII GA STRIKE PLATE STAINLESS STEEL DOOR WEATHER STRIPPING: PART# DESCRIPTION MATERIAL W I QEBD 650 KERF BY SCHLEGEL W2 BULB VINYL NEOPRENE W3 QEZD 320 FLAT BY SCHLEGEL • • • • V --I • ••• •s•• U� ••• r• •• • • ••• 0 • • • • •••••• • ck • • •••• •••• • 80 ••• ••••• • • ••• EL, co • - ••• • •_ . • • •• •• • • • • • • • • • • •• • • • • • •• • • •••• • • • •• • • • • • • PK ORPFITIG WOMNC. 9CA1L: NA DAT): 04/27/2015 DRAWING I 15-141 96)61 8.1 OF 14 6 0 r I- HEADER/JAMB LAMINATED MAHOGANY WOOD OR SOLID MAHOGANY WOOD 6126 4f 2- SILL SOLID MAHOGANY WOOD 7 MODELS 1, 2, 3, 4 AND 6 - COMPONENTS 1 I 1 L 3- DOOR HINGE STILE BUTCHER BLOCK MAHOGANY WOOD 1 5 r 1 T r I I I 1 I I I 1 L 1 L dT 0. 50 2A- ALUMINUM WEAR STRIP SECURED TO 5ILL WITH ISX I I /4.1R1WD SPACED AT 1 1.00 7 5 i L 5- DOOR TOP RAIL BUTCHER BLOCK MAHOGANY WOOD LAMINATED MAHOGANY FOR ARCHED UNITS 7 1 r r T I I I I I 1 1 I I 1 L L 7- DOOR INTERMEDIATE RAIL BUTCHER BLOCK MAHOGANY WOOD 1 9i 7 T 1 1 G- TRANSOM SASH APR 3 0 2015 BUTCHER BLOCK MAHOGANY WOOD 16- DOOR BOTTOM RAIL DRIP CAP SOLID MAHOGANY WOOD INSTALLED WITH I6 x 1 I/2 PEH9M9 AT 9 112' OC TT6 �i H TD 8- DOOR INTERIOR DECORATIVE MOULDING SOLID MAHOGANY WOOD r r T r 1 I I I I I I 1 1 L J L J 1 6- DOOR BOTTOM RAIL 4- DOOR MEETING STILE BUTCHER BLOCK MAHOGANY WOOD BUTCHER BLOCK MAHOGANY WOOD • • • • • •• • • • •• •• 9- DOOR GlO,yl>IG•SiQP SOLID MAHSGANNWODD vm� • • • • • •• • IO- INACTIVE LEAF ASTRAGAL SOLID MAHOGANY WOOD T I I - ACTIVE LEAF ASTRAGAL LAMINATED MAHOGANY WOOD •••• • • •••• •••I (-n SjTL1(51 • • • • •• • • O • •• • _.•1••••I • HiQ �•1 •• • o;.�-� 1 •• • • • •• • • ••• • •• •• • • • • • • •••• • • • •• • • • PK DRAR5IG ♦ ACRE LNG. SCALE: NA DATE: 04/27/2015 DRAWING I 15-141 SHEET 9OF 14 (6) 5/8 DIAMX33 3/4' STEEL RE INF. ROD INSIDE PANEL SPACED AT MXIMUM 17'OC 1 EXTERIOR SIDE ELEVATION RECTANGULAR TYPE SINGLE DOOR X BUTCHER BLOCK ONE SLAB CONSTRUCTION 45 ANCHORS AT MAX, 12' OC s0 'SEE SHEET 12 TO SELECT ANCHOR OPTIONS' MODEL 4 RECTANGULAR BUTCHER BLOCK SLAB SWING -OUT SINGLE DOOR X: (MAX. 45 I/2°X 121 3/4") PD= +65 PSF, —65 PSF OPERATING FORCE WATER RESISTANCE: ASTM 0331 , I I .25 PSP (1 5% OF +75 P5P) AIR INFILTRATION: ASTM 0283 FORCE ENTRY: ASTM P555 MODEL 5 4 POINT LOCK MODEL 5000 BY VACHETTE INSTALLED TO THE ACTIVE LEAF. THE MAIN LOCK WAS LOCATED AT 37 7/8' FROM THE BOTTOM. LOCK WAS SECURED BY (15) 8602 PFH SMS SPACED AT 8.00 AVERAGE . Al A2 A3 A4 ALTERNATE DOOR PANELS NOTES: 1- ILLUSTRATED ABOVE 15 JUST FOR A FEW VARIATIONS OF MANY POSSIBLE COMBINATIONS. 2- COMBINATIONS OF ALTERNATE DOOR PANELS ARE ACCEPTABLE IF DESIGN ARE MADE WITH SURFACE APPLIED MOLDING OVER THE MAIN 2-1/4' BUTCHER BLOCK SLAB OR VENEER GROOVING. STRIKE PLATE SECURED TO JAMB W/ (4> 81022 PFH SMS STRIKE PLATE SECURED TO JAMB W/ 14> 810X2 PFH SMS STRIKE PLATE SECURED TO JAMB W/ (3) 81002 PFH SNS • • • • • •• • STRIKE PLATE SECURED TO JAMB W/ • (4) 81022 PFH SMO • • • • • • • • • • • • •• •• HARDWARE NOTES: • • • • • I • DOOR LOCK: A (4) POINT LOCKING MECHANISM MODEL 5000 BY VAC(gETTE, yip INSTALLED ON THE LEAF. EACH POINT LOCK PROTRUDED 13/ 15" AND y{ERE • • LOCATED AS PER ILLUSTRATION ABOVE. THE MAIN LATCH WAS LOCATED•Aj 37 V' FROM THE BOTTOM OF THE LEAF. THE POUR POINT LOCK ASSEMBLY WAS ATTACHED TO TEH LEAP USING (15) 6522 PFHSMS I I/2" FROM THE BOTTOM AND 7 5/8' OC AVERAGE. 2- STRIKE PLATES: THE STRIKE PLATES WERE INSTALLED AT THE LOCATIONS CORRESPONDING TO THE LOCK POINTS. EACH STRIKE PLATE WAS ATTACHED TO THE FRAME JAMB USING (4)61 OX 2' PFHSMS EXCEPT THE STRIKE PLATE CORRESPONDING TO THE LATCH LOCK OR 2N0 POINT PROM THE BOTTOM WHICH ONLY USED (3) M 1002' PFHSMS 3- HINGES: (4) PIVOTA DX 300 3-D CP SAFE HINGES BY BA5Y5 WERE ATTACHED TO THE DOOR LEAP A5 PER ELEVATION. THE HINGES WERE SECURED TO THE DOOR JAMBS WITH (4) SCREWS ((2) MI 2X 1 I/2" PFHSMS AND (2) 1/4 X 3 I/4") AND SECURED TO THE LEAF WITH (4) 1/4X2 1/2" PFHSMS. 4- REINFORCEMENT: (5) 5/8" DIAMETER X 33 3/4" LONG STEEL RODS LOCATED A5 PER ELEVATION INSTALLED IN THE BUTCHER BLOCK CONSTRUCTED AREA. V J Lu •••• -j • • LIL •••• Lurs cn • O •• z •r.••. . GQ. r3z• • • . ••• • • • Q O • . • ••• • • • •• • ••• • • • • • • • • • •••• • • • •• • PK 084/5624 MORS INC. SCALE NA DATE: 04/27/2015 DRAWING N I5-141 9NEET 10 OF 14 um 6a MODEL 5 — SECTIONS, BILL OF MATERIALS AND COMPONENTS r 2 _I I-HEADER/JAMB LAMINATED MAHOGANY WOOD 6a 41.2 2- SILL SOLID MAHOGANY WOOD 1 12. I - DOOR PANEL W/OUT RAILS/ STILES WOOD PANEL CONTRUCTION CENTER 1 3/8" BUTCHED BLOCK EXTERIOR/ INTERIOR MAHOGANY VENEER j BILL OF MATERIALS: FARM DESCRIPTION MATERIAL I 6 5/8 X 13/4 HEADER/ JAMB LAMINATED WOOD 2 G 5/8 X 13/4 SILL SOLID WOOD 12. I 2 1/4" BUTCHER BLOCK PANEL BUTCHER BLOCK WOOD 15 I .22 X .51 WEAR STRIP ALUMINUM ASSEMBLY SCREWS 4 NAILS: PART# DESCRIPTION MATERIAL 5 I 41 0 X 3" MI SMS ZINC PLATED STEEL 59 41 0 X 2" MI SMS ZINC PLATED STEEL 510 # 12 X I I/2" Mt SMS ZINC PLATED STEEL 511 1/4" X 3 1/4" PFN SM5 ZINC PLATED STEEL 512 I/4"X 2 1/2" MI SMS ZINC PLATED STEEL 513 #6 X 2" PFH SM5 ZINC PLATED STEEL DOOR HARDWARE: PART# DESCRIPTION MATERIAL H I 1 MODEL 5000 BY VACHETTE STEEL H2I PIVOTA DX 300 3-D CP HINGES BY BA5Y5 DOOR WEATHER STRIPPING: PART# DESCRIPTION MATERIAL WI QEBD 650 KERP BY SCHLEGEL W3 QEZD 320 FLAT BY SCHLEGEL TYPICAL HORIZONTAL 1/8'X3/16' GROOVE (6> 5/8 DIAN X 33 3/4' STEEL REINFORCEMENT ROD INSIDE PANEL STARTING AT 17' FROM THE BOTTOM AND SPACED AT MAXIMUM 17'0C MAX. /4' SHIM i SEE 12 FOR ANCHORAGE DETAILS WI 1 W3 SEE SHEET 12 FOR ANCHORAGE DETAILS W •••• - • • • • •••• WKl•••l • • • • •• • • ••• • • • • y • •• •••4 Z s GQ •: a••••• •• •OOIII •••• • •• oz• • • ANCRO#AGE•DtTAIILS 1 SEE SHEET 12 FOR ANCHORAGE DETAILS ���! W3 ODOR OPENING (DO) FRAME WIDTH (FW) ROUGH OPENING (RO> ® MAX. 1/4 SHIM • ••• • • • •• • • •• • • •••• • • • • • •• • PK DRAPING { NCRG INC SCALL: NA DATE: 04/27/2015 DRAWING 8 15-141 SHEET I1 OF 14 MODELS 1, 2, 3, 4, 5 AND 6 - FRAMING ANCHORAGE FRAMING ANCHORAGE DETAILS MAX. , MAX. FRAME WIDTH 1/4' MAX I�_FRAME WIDTH 1/4' M4X• I�—FRANE WIDTH 1/4' 1 (FW) 1 I�—FRAME WIDTH 1 I (FW) _ .° 1 �I I °. I I fPW) r�i ', I ' 111 °a. ° ,1 IF F/ • • III .•T� a M - ° ‘In.. =3 EXTERIOR 2X BUCK FULL BEARING BY OTHERS EXTERIOR {/ �i/" • MIN. 1/8' • THICK • EXTERIOR EXISTING STRUCTURE •° EXTERIOR --{I 1/4' MAX. 1 EXISTING STRUCTURE OPTION 1 FRAME MOUNTED DIRECTLY INTO SUBSTRATE WITH MAXIMUM 1 /4' SHIM AND I/4' ULTRACON5 BY(SG>.0.55) ELCO WITH 13/4' MIN. EMBEDMENT INTO GROUT FILLED MASONRY (JAMBS) OR INTO 3000 P51 CONCRETE (REFER TO ELEVATIONS FOR ANCHORS QTY. AND LAY -OUT) OPTION 2 FRAME MOUNTED WITH MAXIMUM 1/4. SHIM AND MAXIMUM I X PT CONTINUOUS WOOD SPACER SECURED BY I /4' ULTRACONS BY ELCO WITH 13/4' MIN. EMBEDMENT INTO GROUT FILLED MASONRY (JAMBS) OR INTO 3000 PSI CONCRETE. FOR INSTALLATION INTO METAL STRUCTURES USE 1 /4-20 HWH GRADE 5 505 (REFER TO ELEVATIONS FOR ANCHORS QTY. AND LAY -OUT) 1 X BUCK TO BE PROPERLY DESIGNED BY OTHERS. OPTION 3• FRAME MOUNTED DIRECTLY INTO 2X PT WOOD BUCK W/ MAX. I/4" SHIM AND SECURED BY N 14 55 WOOD SCREWS OR I /4' ULTRACONS WITH 13/8' MIN. EMBEDMENT. (REFER TO ELEVATIONS FOR ANCHORS QTY. AND LAY -OUT)• yl BUCK TO BE PROPERLY DESIGNED BY OTHERS. OPTION 4 FRAME MOUNTED DIRECTLY INTO METAL • STRUCTURES W/ MAX. I/4' SHIM. 1/4'-20 • PFH 505 GR 5 INTO MIN. 1/5' A36 STEEL OR• 6063-T6 ALUMINUM. • (REFER TO ELEVATIONS FOR ANCHORS QTY. AND LAY -OUT) • ALTERNATE ANCHORAGE LOCATION ALL ABOVE OPTIONS CAN 56 INSTALLED WITH ANCHORS LOCATED BELOW THE WEATHER STRIPPING AS SHOWN BELOW EXTERIOR 1/4' MAX. EXISTING STRUCTURE • • • • • • • • • • • • •••• • • • •• • • • • • • •• • •••• • • •••• • • • • • • • •• • • • • • • • • • • • ••• • • • •• • • • • ••• • • • • •• • • • • •• • • • PK DRAFTING, MORE WL. SCAM NA DATE: 04/27/20 15 DRAWING/ 15-141 5822) 120F 14 \ / / / / / RECTANGULAR XX 74X122 RECTANGULAR 38X122 QUALIFIED FRAME AND PANELS CONFIGURATIONS /2 ARCHED X 38X122 ARCHED XX 74X122 RECTANGULAR PAIR O -XX -O -154X122 SINGLE O -X-0 -118X122 12 ELLIPTICAL X 38X122 ELLIPTICAL XX 74X 1 22 ELLIPTICAL X 38X122 ARCHED OR ELLIPTICAL O -XX -O PAR O -XX -O - 154X 1 22 SINGLE 0-X-0 -118X122 ARCHED X 38X122 MAX. PANEL 34 DLO 44}-ED4-ED-44 / / /\ \ \ / / \ \ / \ \ \ / / U \ \ / / \ / / /\ / \ RECTANGULAR PAIR O -XX -O -154X122 SINGLE O -X-0 -118X122 12 ELLIPTICAL X 38X122 ELLIPTICAL XX 74X 1 22 ELLIPTICAL X 38X122 ARCHED OR ELLIPTICAL O -XX -O PAR O -XX -O - 154X 1 22 SINGLE 0-X-0 -118X122 ARCHED X 38X122 MAX. PANEL 34 DLO 44}-ED4-ED-44 RECTANGULAR W/ TRANSOM PAIR XX -0 -74 1/2 X I G0 3/8 SINGLE X-0 -38 3/8X 160 3/8 MAX. GLASS e8i DLO —44 Al 09 00 EI in APR 30 2015 •••• • • p[ • ••.• 11.1 •••• • • • • ••• U7 • • • • y • ••• • p•• 1 s GQ • • i •••• •• ID OO�j ;� ••• • -•-•-•-•-•- • -$p$ 4• • •• •• •• W �•^•••• 11 I • ED T4 • • ••• • •••• • • • • A2 A3 A5 A6 A7 ALTERNATE DOOR PANELS NOTES: I - THESE ARE JUST FOR A FEW VARIATIONS OF MANY POSSIBLE COMBINATIONS. 2- COMBINATIONS OF ALTERNATE DOOR PANELS ARE ACCEPTABLE If GLASS DLO AREA AND DLO WOOD PANEL AREA NOT TO EXCEED THE SIZES LISTED ABOVE: A4 AB SOLID SLAB • ••• •• • • • • • PK DRMMG 4 NOOK INC.. 9CM2 NA DAR: 04/27/2015 DRAW NG I 15-141 9MEET 130F 14 / / \/ \ \ / / \ /\ / \ \ \ / / \/ \ \ / \ / RECTANGULAR W/ TRANSOM PAIR XX -0 -74 1/2 X I G0 3/8 SINGLE X-0 -38 3/8X 160 3/8 MAX. GLASS e8i DLO —44 Al 09 00 EI in APR 30 2015 •••• • • p[ • ••.• 11.1 •••• • • • • ••• U7 • • • • y • ••• • p•• 1 s GQ • • i •••• •• ID OO�j ;� ••• • -•-•-•-•-•- • -$p$ 4• • •• •• •• W �•^•••• 11 I • ED T4 • • ••• • •••• • • • • A2 A3 A5 A6 A7 ALTERNATE DOOR PANELS NOTES: I - THESE ARE JUST FOR A FEW VARIATIONS OF MANY POSSIBLE COMBINATIONS. 2- COMBINATIONS OF ALTERNATE DOOR PANELS ARE ACCEPTABLE If GLASS DLO AREA AND DLO WOOD PANEL AREA NOT TO EXCEED THE SIZES LISTED ABOVE: A4 AB SOLID SLAB • ••• •• • • • • • PK DRMMG 4 NOOK INC.. 9CM2 NA DAR: 04/27/2015 DRAW NG I 15-141 9MEET 130F 14 TOP RAIL VERT ICAL ST ILES DOOR SASH AND FRAME ASSEMBLY MIDDLE RAIL BOTTOM RAIL SASH CONSTRUCTION: (3) #10X3' PFH SMS HEADER SEALANT: EXTERIOR PERIMETER WAS CAULKED WITH SIKAPLEX-1 A SILICONE SEALANT. THE BORANO GLUE PART #M3 WAS USED TO GLUE THE MORTISE AND TENON JOINT, ASTRAGAL AND OTHER JOINTS A5 WELL AS BUTCHER BLOCK CONSTRUCTION THE TOP, BOTTOM AND INTERIOR RAILS WERE RABBET AND BUTT JOINED WITH A 5 X 0.70X2" LONG MORTISE AND (5" - 8 1/2") X 3/4 X (2"-2 7/8") LONG TENON TO THE HINGE AND LOCK STILES USING GLUE. THE ASTRAGAL FOR INACTIVE LEAF WAS FIRST NAILED USING 15GA X1 BRAD NAILS AND GLUE FURTHER SECURED TO THE LOCK STILE USING (9) #GX I 1/2 PFH SMS AT 13 1/2"OC IN THE FIELD. THE ASTRAGAL FOR ACTIVE LEAF WAS FIRST NAILED USING 18GAX 1 " BRAD NAILS AND GLUE FURTHER SECURED TO THE LOCK STILE USING (10) #8X2' PFH SMS AT 12"OC IN THE FIELD. A DECORATIVE MOLDING WAS ATTACHED AROUND THE INTERIOR GLAZING AREAS USING I BGAX 1 BRAD NAILS. THE RECESSES WERE MADE TO ACCEPT WEATHER STRIP AS DESCRIBED LATER IN THE REPORT. SILL JAMBS •••• • • • • •••• • • • •• • • ••• • • • •• • • • •••• •• • •• (3) 1IZQx3' • •• �PFusrls•• ••• • • • • • •• •• •• FRAME CONSTRUCTION: SILICONE AT ALL JOINTS • • • • • • • • • • • • • •• • THE JAMBS WERE RABBET AND BUTT JOINED WITH SILL AND HEADER USING (3) #10X3' PFHSMS IN EACH CORNER AND SEALED USING SILICONE THC JAMBS, HEADER AND SILL HAD A NOTCH CUT-OUT TO ALLOW THE PLACEMENT Of THE WEATHERSTRIPPING. AN ALUMINUM BAR WAS ATTACHED TO THE SILL TOWARD THE EXTERIOR EDGE AS WEAR STRIP AND ATTACHED BY USING #GX I 1/4" 55 PFHSMS ATG I/4" OC • •••• • • • •• • UJ 62 • d • •• • • • 1 U N 0 L2 mmN m a0 No�a� j O Z M N_ J x NIHIL PK DRA UNG/MOREwc. SCALL: NA DAT[: 04/27/2015 DRAWING / 15-141 511ECT 140F 14 NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Product: "Energy Saver/Contour" Opaque Specification: TAS 201/202/203-94 Certification No.: N1011096.01 -R1 Certification Date: 05/07/2012 Expiration Date: 08/31/2019 Revision Date: 09/17/2015 Wood -Edge Steel Door w/ or w/o Sidelites (wood frame) The "Notice of Product Certification" is only valid lithe NAMI Certification Label has been app ied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteiia has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at ss..u.- amiccrtilication.com. NAMI's Certification Progra'n is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Water 1' Pressure t Missile Impact Rated Test Report Number Drawing Number & Comments XX Double 0/5 Opaque 6'8" x 8'2" +47/-43 7.5 10.0 psf psf* Ycs CTLA 696WA/Cr LA 961W Max Panel Sue: 3'0" x 8'0^ wBump Face or Iligh Dam Threshold Installation Derails: 5-2108-01 (14) OXX/XXO Double w/Sidelite O/S Doors -Opaque Sidefites-Glazed 7'6" x 8'2" +47/-43 7.5 10.0 psf sfa Doors -Yes Sidehte-No (TLA 696WA/CTLA 961W Max Panel Sita 3 0": 8'0^ w/Domp Fan or High Dam Threshold Siddite DLO: 7^ x 6'7" (1/8" Tempered Glass) Installation Details: S-2108-01 (1-8) OXXO Double w/Sidelites O/S Doors -Opaque Sidelites-Glazed 8'11"x 8'2" +47/-43 7.5 10.0 psf ipsf Doors -Yes Siddite-No CTLA 696WA/CTLA 961W Max Panel Sias: 3'0^: 8'0" w/aump Face or High Dam Threshold Sidelile DLO: 7" a 6'7" (1/8" Tempered Glass) Installation Details: 5-2108-01 (1-8) `high Dam Threshold National Accreditation & Management Institute, IncJ4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: �04. •• ••• • • • • • •• • • • •• • • • • • • •• ••• •• • • • ••• • ••• •• • • • • • •• •• • • • • • •• •• • ••• • • • •• • •••• • • • • • • • • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • • • ••• • • • ,• Miami Shores Village APPROVED BY 1 DATE f6t1l Q DEPT t3LDG•DEPT " SUt3JECT TO COMPLIANCE WITH ALL FEDERAL • • IT'ATE:AND COUNTY RULES AND REGULATIONS „ NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: N1011096 -R1 3737 Lakeport Boulevard Certification Date: 05/07/2012 Klamath Falls, OR 97601 Expiration Date: 08/31/2019 Revision Date: 09/17/2015 Product: "Energy Saver/Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelites (wood frame) Specification: TAS 201/202/203-94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing withiii NAM1's Certified Product Listing at .rww.`tiamiccrtification.cnm. NAM1's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Water Test Pressure Missile Impact Rated Test Report Number Drawing Number & Comments X Single O/S Opaque 3'2"x 8'2" +501-60 7.5 psf Yes CTLA 696WA/(TLA 961W Max Panel Size: 3'0" x 8'o" w/Bomp Face Threshold Installation Details: S-2108-01 (1-8) X Single O/S Opaque 3'2" x 8'2" +60/-60 10.0 psf Yes CTLA 696WA/ClLA 961W Max Panel Size: 3'0" x 8'0" w/High Dam Threshold Installation Details: 8-2108-01 (1-8) OX/XO Single w/Sidclite O/S Door -Opaque Sidelite-Glazed 4'5" x 8'2" +50/40 7.5 psf Door -Yes Sidelite-No CTLA696WA/CTLA 961W Max Panel Size: 3'0" x 8'0"wBamp Face Threshold Sidelite DLO: 7" x 6'7" (I/8" Tempered Glass) Installation Details: S-2108-01 (1-8) OX/XO Single w/Sidelite 0/S Door -Opaque Sidelite-Glazed 4'5" x 8'2" +60/-60 10.0 psf Door -Yes Sidelite-No CTLA 696WA/CTLA 961W Max Pane Size. 3'0" x 8'0"w/High Dam Threshold Siddite DLO: 7" x 6'7" (1/8"'tempered Glass) Installation Details: 8-2108-01 (1-8) OXO Single w/Sidelites 0/S Door -Opaque Sidelites-Glazed 5'10" x 8'2" +50/-60 7.5 psf Door -Yes Sidelites-No CTLA 696WA/C7'LA 961W Max Panel Size: 3'0"x 8'0"wBnmp Face Threshold Sidelites DLO: 7" x 6'7" (1/8" '1 Glass) Installation Details: S-2108-01 (1-8) OXO Single w/Sidelites 0/S Door -Opaque Sidelites-Glazed 5'10" x 8'2" +60/-60 10.0 psf Door -Yes Sidelites-No CTLA 696WA/C1LA 961W Max Panel Size: 3'O" x 8'0"w/high Dam Threshold Siddite: DLO: 7" a 6'7" (1/8" 'Tempered Glass) Installation Delails: S-2108-01 (1-8) National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • •• • • • • • •• • • • •• • • • • • • •• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,A0 k ,1 JELDIVENo Steel ONER0YSAVEROLINTO RS-0'190[1DEDGEOPAQUE STEEL OUT51$1910 M/PACIO0OR WAYS WRNS MA9R11SOIH77FS T� 1"GERERM.NOTES (I. NS PRODUC1 S OE'0GJED 10 COUPLE Min RE CURRENT F6Ctl6M BUL0040 LODE AND 1601 K10GIY HURRICANE 2ENE MMZ' REOU6t(AETNS 7 WOW RAM BY 059(63. APJST !Tc WHOM PROPEfLY TO WORM LURES T FILE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED A1.9 SPSLED PER etNODR LOCATION MUMS. InehOR (7E3 IENT 10 BASE WRRX SHAH &: BMW *Yl grow OR STUCCO. ;. 511 TABLE 1 00 1615 MEET FOR COIGN PRFM61 RA700S 5. 7/NA' P6300101 997015 THE •APER REC1•NTUO1IS FOR 7MiT 249903. SEE HK OE5I66 PRESSURE CI661 BELOW. f. COORS ARE 0605709 6.1(0 AH0 00 NOT REQUIRE 17741A-O4DE MTROVEO RAPACT RE51STANT SHUTTERS. 7. [PAA* -RADE APPROVED *PACT RESISTANT SHUTTERS ARE 6(0159ED I (*7 SALUTES 9 51711;E5 ARE AN GRIM AAD CAN HE 05711 70 A SINGLE OR DOUBLE C3211165DOtt QFSCFlOULIIAT;ATED 07(01 DOOR tCaurn^nbathare mrfea6) 1� tr `Prete• =.)S 24 Oa (0.07J77 minimum thickness, Od+wrzed Steel A-525 carom real warily - AX00 per ASTM 620 .6h overage mumu,,, yield strcegth FT(ar¢)-30.627 psi. S1 •T E=Fmded pcysiyrene .4h 1.0 70 1.25 •s./d deos6y, b7 271.-6(5 NC. at).. hmr0 Colspoclion; The active a,d k6(750 ponds me 1006.6td !rain 24(e.. (0.020' rein.) gtenmiz0 steel. The face shed taps ad bottoms are Led ep over Ile top and Calm roes. the lop LK rod meow. 1.67' .ik x 7.0' Sigh The steel bottom rd twosome ,.67' aide x 1.21' WO. rhe apEIoal Food notion, rd measaes 1.07' Nide = 1.25' 6ig5. The :ides of U. face abed as rad frond onto the LLA latch aIle and Ponderosa Free hiv. sae .Nob mens.e 1.67 r 7.0' The interior may 24 7154 .Rh pdyagare IRe face sheets an gired to the polystyrene. rued Lite Cast.: The sash is canstroded from 24704 (0020' min) whinged steel. The edges of h face slot are bosh. 90' ma the pdyslyrene core and glued to 6. The 704967, pawls are rooted to receive the 001 Lip tie w The saliarsl Trinity Light f (Ste Owl 7 for gkeig des) The (le frames are not gland on the Inferior and exterior. Frame Construction. 7Tr homes ere caneb.96,0 from Potdeea Fire jambe worming 1.25' rides 4.563' deep. The door and siderite Mood Janes are tmrtsed and butt joined l0 the side jails and attached pith (3) 16701 2' r 7/75' crow vire stooks. The ails use o lioh dam b np face Yroerial threshold measuring 5.25' deep it 1.75' high. oro stan0md Lump face Pemko 'freshet measuring 4A47' dap x 1.0' high. The Weskit& ore ( attached to the Ganes .Rh (3) 16704 2' 7 7/16' awn site slaptes. CO66YN4Ol1 CONSTRUCTIONS- 1____t___....,,__. ONSTRU CCTIO"S: ';18-- I lk1.(W 1090 r/NCi0 OW 74M9OLD GENERAL NOTES 70.5) APICAL ELEVAT4L> x50 p07 -80 pet 2 I4 ZOL 011050 SE /++3 DLL OF 1447E8815 H7 psf -43 ler .1 49(6.04014. (44055 SEC^ ,745 0061209(W. (.005 SECT6l5 Ar:0 ROTES 5 mCNOM.NG LOCMIONS MTD OETA65 9 _ AkGMOR000 L028110645 MTD 0E179S 7 (147106 DETAILS 3 1I07 COMPONENTS /) .675' IIP. 96' WX. 01. PMF1 WIGHT 97.5' tax OA FRSIE 46697 625' 70.25' WK 0A FRAME *1040 .75'75' SAIL 155' AVM 0A 119. ONl 7TP. 900117 FRAYS KOM .875" 36" W7 0A 74' MAX OA RP. PAWL KD7M = PANEL MUIR 96' MAY 0A FWEL MOO 7.125' WX. 0A D.LO. NON 97.5' OA. OA FRAYS MIGHT 79.125' MX. 0A LO. HEIGHT HEIGHT S<NGLE 101651 G *PACT LIMU0Y01_ N/9RM-9P7c1 !71XERE5 5551150 FROM E7TEMOH DOUSE OUI5111710 *WILT U09 (371) 3715' INV. 0A SEIED EROY E aEff i .675' T)P. 36' IN:L OA PANEL MOM 97.5' RAX. OA FRAME HEIGHT PI Ell v v Go. o • V 1 v 0 vv sCM 3741E (X9511010 (OCT UF6t (7T 5L 010 EROY EXTEMOR GAME 1: .975' 107' ILAK QA ERNE 1110TH - .75' MULL 36625' MAK 0A BAR �. DP. 1 PANEL *DRI �'- OA W/ASIWCAL P'� 019TH 15.5' USC 0A ATEIDE FRAYS *1001 14' MX. OA PANEL *DTH 975" MAY OA MINE 151010 YAK 0A PAIE1. HEW 7.125' AWA 0.A 0.L0. *DR 79. 25' WX. OA 010. MGM .75' J 1007101E g1151YI1C ima LR4IL(0 11:001.0 SOWS V111411) 77904 00E111019 �4M, .V.I�•1M1.+F11a.1mr 21/1151111V115.16 9591011 PRESSURE AVOLIG-p0RE MICR OA0*•T11 R6111EAIEs6 6 WEEP PAPA, FACE 0fie945 r/NCi0 OW 74M9OLD SKYE DOOR 406 (Y 9Y Tat OO) kW 071-KPAC1541MS x50 p07 -80 pet MO pal -60 pal Lg740 ace a0 (AIL 6517 7167 6015 0/00101-0610 4090190 H7 psf -43 ler 9.17 pal -43 Pal •• ••• • • • • • •• • • • • • • • • • w• ••• •• • • • •• • 44•• • ••• • • • • • • • • • • w • • • • • • • • • • •• • • • •• • • • • • • •• • ••• • ••• • • • • • • • • w • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• w• • • • •• •• ••• • • • ••• • • Repand By. EkADM 0ROP5, 917. Phan: 407-644-6957 Far. 407-644-2.766 DAM. 11- 15 _01 SCALE N.TS. DRAWING 5-2108-01 soar 1 or 8 Y Lp 1.50" L15N. 0.25" MO. MAX. { CIm1 1 SEE DEUL 7 U7 SHEET 5 110 WOOD SCREWS SEE AWE SHEET 1 2 0.25' WK. 57194 1.75•11111 PANEL DIA 97.5" 1449. 0A HtAHE 71.4171 96 0" LAX 0A PA1E1. HEIGHT TAPE. 41) 150" LIN EMO. SEE DETAIL 7 ON SHEET 5 sEE NOTE 6 ON SHE. 4 110 woo SCREWS SEE NATE 2 SHEET 1 SEE NOTE 3 5117. 4 1.75' M111. Pma 71564. SEE NOTE 2 ON SHE. 4 975' MAX. FOR OPIIOWI OA 1/2' & I" LC FRAME SEE SHEET 17 HEIGHT 0.125- MHN. CLASS 11164 +1M FXIEROR 2.5' LIEN. 6111. IAN. EDGE USE EL 0. A" VERTICAL CROSS SECTION 2 WITH HIGH DAM THRESHOLD CONCRETE/ MASONRY BY OTTERS (Fl VERNCAL CROSS SECTION 2 WITH STANDARD BUMP FACE THRESHOLD SEE NOTE 2 061 SHE 4 1.25- 101. 1148. NOTE 6 ON 941. 4 3/16' 11W TAPCON SEE DETAIL 7 UH SHEET 5 5a NOTE 3 601 SHE 4 96 0" OAK. OA PANEL HEIGHT 2.5' 11114._.1 EDGE OGT. ® VERTICAL CROSS SECTION AT SIDELITE SASH • EOM:R 1E/ MASONRY BY OTHERS atm =WIN mina SID/ 1 POOR 50.6 1151 FED 2401 (2020111.) 2 FRAM HEAD (701374 "MOLD PONI1LUS4 PIE) 11007 3 tRA15 NMI JE18 (HUGER JOINTED PONDEROSA PRE) 1000 4 FPAtY 1401 .64118 (11111(8 .1971E0 1(7665056 16181) 11000 5 4' x 4' .WIT WOE 12888. (91 WERE STEi1. 6 /9 X 1' P10 HOOD SCREW aria 10 DOOR) SIEII 7 [OCR UTOI 510E L17. 8 WSW= PERM NW FACE 1114.9449.0 4.041 x i' ALIA@IWR 9 87.'60 0601 ROOM RAI 11057 10 084014591347 MUTFERSIRIP 4041 II DOOR 10P RAI LW_ 12 Sr01 DOOR 601706 WL STEEL 13 DOOR HINGE SRLE WOO 14 /IO x 1 3/4' PEW NOW SC6fl1' STEEL 1.12 75 LOX 6107(5 16 3/16" 1119 TAPCON ANCHOR It/ 1 1/4" LIN. EARED. STEEL 17 EXPANDED POLYSTYRENE (1.0 to 1.25 /5./81 DENSITY) BY JELD-WEN EOAU ALUMINUM 18 FM7, I DW 1317F THRESHOLD (6Y RPM) 19 18 WOOD SUN BOCK WOOD 10 SHW (027 601 OIL TECH 057915 P1A5115 OR GREATER) K4 45(2 400 SEATS 70108 - STEEL 21 22_ t KW16(1 700 9455 0510BQT (NUT yam)________. __-.. ..__ . 1 1/2' r,,15Qtaat pi. LHR r4:IICJ _ STEEL _. 51671 SIM 24 /8x2' PFH WJ770 561711__ 25 9 R2?/2 I<N II0CD SCREW- - 26 (10 x I' PEH M)OD SC414 SIM 21 10 8 2 RN 11000 561061 51115 28 MULLION UP 61702 29 51191E CALI CR L,NEENCE 33 C 4.'6565 3O GLAZING CONFOUND (OSD 6Y 555(515 31 BRAD IMM 611 !EGA x 3/4 .ERG skit WOO 32 3 8 COAXER ROUND 56501E STOP 33 CORNER a0CYS FOR STEEL IKAIR 8747.0 601 MOP 34 SCWAGE KN08 5571451 Via 35 SCIAGE 0546871.7 10360 (NOT SHOWN) STEEL 36 160115 STEEL FACE SHEET 24CA. (0.020' met S1E1) STEEL 37 1/6' TERMED OUSS or PP5) CUSS 38 001 LITE RAW 5C (IP POL1PROP. DIERUC LL -P6-36560391) POOPROP. 39 PRESSURE INLAND 6tRL104 1AR (3/4' x 4 9/16 8 97 1/27 7..i. WOOD 40 40!•1111 EXIRIAE0 45IRAGY. (81 8*E1IM4) ALUU14II9 41 ASTRAGAL 5118E PLACE (DY LWERAL) STEEL 42 MI MOB HE.TIK2 501.5 SIEa 43 TALE Lamar 11011AGE SERIES NOT SHOWN) 51LEL 44 9DFII7E FEMME 76AD. SIL AND JAMBS (41061 JOINTED POHAERO04 PINE) K005 45 511E CRAW 6Y 171895 FOR 7/2" [G.O. PC1.5PRDP. Q.A S 46 1/2' 84501A705 1IWO6O )ASS (BY iRMTY/4WPAC) 47 111E 1740 71 fRIKRY FOR i' !4/55 FOIYPRCP. 48 i' NSUATLD IOAERFD cuss (8Y IRNIY/!WAC) 88!55 49 WE FRAME SCREW 16 x 1 I/2' LONG PAO5A0 (85 1R1/455) 57588, 50 CLAIM C0FOi80 COW 1199 AICCNE 51 /10 TWD INSTALLATION SCREW W/ 1.50' IRI DIMWIT 51EIL 52 6008 LATCH RR8(E PL4'E 51111 53 DOOR LATCH DEAD BOLT STRIAE PLATE .o141xn""g4FA. STEEL • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • t♦•• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • SEE NOTE SHEET SEE NONE 4 CN 511T. 4 �22 1111.5121 f � L. - . _ I^ 0.25- LAX. SHIM _ I.50� MIN. :..wFRTiE/ EUBED. 55500005 F'. 5104155 7CI, SEE DEVIL 5 ON SIEET 5 CONCRETE/ MASavaY BY OTHERS (5) HORIZONTAL CROSS SECTION V.1 LATCH JAMB TO BUCK © HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK HORIZONTAL CROSS SECTION .5 AT IMPERIAL ASTRAGAL EXTERIOR ASTRAGAL THROW SOUS (2) TOTAL: (1 EACH) 0.31- IAA x 9.0- LG. AT TOP & BOTTOM •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • •• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IRIAN_ ASTRAGAL TO STILE ATTACHMENT NOTE 0511 24 NOT SHOWN TMS YEW FOR CIA�ZT11t IIIfII7��' ��eS F' O.Q� rms .q fr 14, heTs H Prepared O MIAOW OROP5, MC. Phone: 407-644-6957 Fm: 407-644-2366 ET 3 os SEE NOTE 4 ON SM. 4 C.3:?) EE ME 3r, 05 SRL 4,- EXi12413 1.75 MIL PANEL R1(. H J/ It/ // 116, OPTKNALr//// 1/2' & 1' I.G. SCE SHEEP 1 / /r / / 4 SEE NOTE 6 ON SH7. 4 0.75" INTERIOR SEE NOTE 5 ON $HT. 4 SLE DL1A1. 5 ON SHEET 5 STI NOTE 5 014 SM. 4 HORIZONTAL CROSS SECTION 4 AT 510ELRE TO LATCH JAMS NOtE: I I. SPACING FOR REM /26 BE /10 x 1' WN SCREWS AITACIINO THE IMPERIAL AS7RA69l. 10 RE NAME DOOR IS 1 AS FOLLOWS: F,RLkNfill TOPDOAN & THC BOT10V_l' 1.0: 2.5. 4.0: 5.5: 13.0: 18.0' & 26.0' 7. SPACING FOR REM 123 THE 18 x 1 1/2' RA/SCREW IS A5 FOLLOWS: 109 & 80110M. NONI7ONIMIY, SWINE PAWN' 3.0' IN 18011 EACH 408488. ON THE SIDES 11CO111LL FOR SPOLTE PA_NEL� 3.0' 135: 24.5: .36.0', 46.0, 57.5: 68.5" & 79.0'. SPACWG FOR ITEM /31 RIE 16CA x 3/4' BRAD 716W MNL ATTACHING THE OUARIER ROUND TO THE SAEUTE AND THE MULION CAP 70 THE gum BAR VERTICALLY. IS AS FOLLOWS: I2P_&_d0IT0t ZQ48LY: 1.25" N FRCP EACH CORNER WITH (4) NAIL MID -SPAN. ON THE SAES 44RF5CALLY. 125" FROM EACH ENA & SIX MORE EQUALLY SPACED ON IEE HEIR. WHEN AFFACH0T0 114E STRIKE PLA1E TO THE MET AND BUCK USE REM /25. A /8 x 2 I/2' PEN WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE 10 THE JAMB AM) SAEBFE .MMB AT THE 4444104 USE REM /24. A /8 x 2' PIN WOOD SCREW. 463 1110 FOR REM 125 TIE /8 x 2 1/2' PTH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION. IS AS FOLLOWS: 6.0' TROIA EACH VLIOILA1 CORNER KW (5) MORE SLICERS EOUYL7 SPACED ON THE FIELD, 71E 5)01.4141 PANEL 5 SECURED IMO 171E SOELRE JAMB W/ REM 129 SILICONE CAULK ON THREE SIDES ANA .3/8. OU4RIER ROUNAS SECURED MTH REIT! 131 BRAD TRIP MASS x 3/4' LONG. 7 tYPEN 4111081/0 RE HINGE TO 11E JAUB AND DUCK USE REM /27, A /10 8 2' PR SCREW. WHEN ATTACHING THF H1475 TO THE 34548 AND 51DELPE MUD AT THE MILLION USE REM 114. A /10 x 13/4' PEN WOOD SCREW. 8. 067.016 FOR ITEM 149 THE /6 x 14/2' MENEM SCREW (TRINITY LLIEFRAUE) 15 AS FOLLOWS: 906( LI)EFFAME 180(4 THE TCP WAN VEr_L4ALL.Y: 5.63'. 145', 23.25'. 32116'. 41-, 49.75: 58.56', 67.38' & 77. 'II-. 900.170 iREFRAUE TOP & 8041011 11)0(1611453150 3.13' & 6.88'. 5. II<E 417.11 /51 111(79454A1LNG INTO 9)00 SUBSTRATE AT NEM & JAMBS. USE au /25 WHEN NSIALLITC MD ML911ON5. USE ITEM 116 WHEN 945TALLIN41 INTO CONCRE7E/U4SONITY SUBSTRATE AT SMOTE SILLS. (3. T l: CONCRETE/ MASONRY - 81 OILERS SEE NOTE 2 ON 911 4 SEE NOTE 6 54(7. 4 SEE DETAIL 5 ON SHEET 5 QHORIZONTAL CROSS SECTION 4 AT 560EL1TE TO HINGE JAMB /IO WO011 SCREWS SEE 1OTE 2 WET 1 SEE NOTE 3 ON 5HE. 4 0.75' 106 OPTION 1. I/2- & 1'I.G. SCE 51E11 17 0.13- MIN. GLASS VV. FOR OPTIONAL 4/2' & i' I.G. SEE SHEET /7 EXTERIOR INTERIOR 1.50' MN. EMBED. ►�� \SEE NOTE A ON SHL. 4 H HORIZONTAL CROSS SECTION SEE NUTS 6 Ox44hI644 4l �E TO BUCK ON SHL 4 Js tiS F. 0x2 ON SWEET 5 rte' i +, 025' MAX. O 51f1 Repined By. 6.1. 11-15-01 we N.7 S. 4N 6 feesaros 814(0160 DR1P5, TIC. Phone: 407-644-6957 Fm: 407-644-2366 ow. Kr: RW cum 6o.: S-22108-01 •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • 3:37.50- • VAX. 'RAVE 3E13714T 3 I -1 70.25* MAX. 0.A. ERNE YAM -- rr.0.30. I -6.00- TW.I -I-1 .00' IYP.I lYP" I 5o' A 5 0 8.125" I k 25.94' 21 DETAIL 4 ON TMS SUF. 670' 4.50" Sao' 1TP, 3.00" nil r 6.58' 101- 9.00" ISP. ISP. 8.125" SFr OETAA. a 'ON TINS SIG. 6 SPACES A 3425 ."--••••• _ 91 NOTE 5 ON SHEET 4 2594" 24.000 12 00-1 36-63" 97.50 0A MANE HEIGHT IfTM. 6 COI THIS SA - 36.525' I \ • 6F.00 —1 1-200 TrP. 1 I TM. RP. 1 I 42.13. _ - \N_ SEE DETAIL 3 ON THIS SHE CO:IBLE DOR CHOUT SIDEUTES___ANCROR ADONS 3.1913E0 MON AfTEINOR SEE NOTE 7 SHEET 4 3.00. TTR.--I 1 3.00 .. 1 sow yap WTH SW -HES ANCHOR LOCATIONS MC) RUA INFEINON 2&00" .15* UK SEE NOTE 10 ON SHEET 4 0a98-.2 eS F. LOWNIERSINK TOR INSTATTATLN ANCIEL2.3 Areporai ey: 11- , r:tH c,. 34-.• 1.37 TA _1I7AO__260 0E05L_2_E2VQ0 ' •-50740441 STWE PLATE ASTRAGAL STRIFE PLATE HINGES TO J4193 & DOOR 93.111E5G DROPS. iNc. Phom, 447-644-4957 Fer 401-441-7266 5-2 WS -131 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • • • • • • • • • • • • • • • • • • 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 5 _31 - 34[44 1 I 97.50' MAX. OA !AXON 107.07 MAX. OA FRAME MOTH 37.75' 441X. 0A FRAY¢ W 4 4.50' TYP.- S.GO T1P- { 3.00 IW. 5I)0 OP. 31 I SPACES 0 1415 SEE DEUE 2 ON SHEET 5 15.47- IYP. 15.42' TTP, -3.00" TTP. I �I _f~- ,_ - ®, iii. I 51 TTP• ® TI 12.001 1_3.- © - 36.625" ,-, 111.<- T I I I I I I "HI 51 I TTP. SEE NOTE 5 ON SHEET 4 511 MIME 5 ,,,,- ON SHEET 5 n 1 1 / A v 0 ° T 1 I Ie `I � I ffi _ 7.00" TIP --i {- 3.00 111.-1 II SEE DETAIL 4 ON 51ffET 5 00- --3.00- IYP ADO TYP. 7 SPACES 0 12.21' TTP. { _ SEC OKTAT. 4 • 8.12.5* / ON SHEET 5 15 25.91' 97.50'SEE WAIL 6 MAX. ON SHEET 5 OA -T—( 1 FRAME HEiGHT12.00" 1 1 74.00' f�? 2600' 3&625" OEIAL 3 ON SHEET 5 DOUBLE OWN TNM SIDWES MICHOR LOCATIONS VETSE7 IRON INTERIOR 24GYE DOOR ...H •1A , •• 4 6 06160D FROM INTERIOR P0_mN Hy: or:. Ar: C2N fU604N0 MOPS. TC. Phone: 407-644-6957 a,N�j4•+`',r, for 407-644-7:66 S ::'I074 -CI N EfA 5. •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • • • ••• • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • •• • • • • • • •0 • ••• 0 ••• • • • • • • • • • • Y • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PYP. 8 PLCS. EXTERIOR LYTEI:IOR CUZMO OCTAL OD! LITE FRAME 38 SINGLE PANE 18' TEMPERED GIASS HP POLYPROPYLENE ThERMORL-P6-30T1t0391 TYP. 8 PICS. EXTERIOR (i \ 0.50" MIN. 0J25' TEMP. 0.25 AIR GLASS THK. (LASS SPACE { 1 0.1251 TEMP. .25' + 50" SSS ATTERCEPT STEEL SPACER INTERIOR SFT NOTE 8 ON SNT. 4 0.125" TEMP. GLASS A1MG OFpM IRUIY UTE FRAME 1/2' ROAMED R3IPERED GLASS LUFOY 18-5007 0.75 AIT SPACE .5" GLASS S=E NOTE 8 49 ON SN. 4 .75' x .50' MIERCEPT 50101 SPACER 0.125 TEMP. GLASS Prepared By: m¢' 11-15-01 SOLE N..5. {PJN G.I�t Pl -1KTA0 T EAT 100 ER IJSULATED TEMPERED GLASS LUPOY EU -5007 RUING DROPS. PC. Phone: 407-644-0957 1m 407-644-2366 oemom 5-2108-01 Rd •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • •• • • • • • • •• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • (9 1 8_000 OODOM Rot, - 1.67' - 1.21' ('i� OJO4 001704 IAL 240A (.020) STEEL }-- 1.67' 1 II I00' i3 MD UWE STAB 3OI`Of7F£R BLOCK FAR 3 STEEL 007104 RAP. 400 x 3.0' LCNT. ASTRAGAL 908 IWO .312' D4L . 9' LONG ROLLS; 1 ON TOP, 1 ON DOTTO4 1- 1.67"—{ J L 4 1.00" 01a -0m -5m 0.53" — 1 0.53' 1 0.5O' —II— 0.14' 10 GOMPRE50108 WEATNERSRRP SCHLEGEL 0-106 005 650 (- 1.67 —{ r 7.00' I I LK 709 RM 1 0.51" ®,,2. LG. 10671Y LIFE FWl4E 90116609. TRINITY PLASTIC LITE K77 INTERIM. APPROVED 06456 414 107-062501 Ca)ASTRACAL STRIKE MATT ( 0.125" STEEL) 18' G ffimr, MIGN A44 UL8' ,080E TMtESLt 4 18 0.051' NKK. WALL ALIMPRA4 - 80 BMERIAI. MTN WOOD 04SE87 (Z\WOOD LOCK BLOCK LN. x 1.71" IMI. 4.0'0' 1.71" 1 1.25' 2.19" ////, , �A/// —0.775' 0.50' 1 1.01" I— WO ID JAMB FAKER .56410D PONDEROSA PINE -F-013' 75" r252" — Cy" I.G. FROM IRF FRAM 90619601'. IRIA11 PLASTIC UTE KIT AIAIERIAL APPROVED EMDEN 1404 107-0820.01 0-18"-1 1— t ,7/8' QU4RTER REND S 2wy. 5409 PINE 2.04' 1.38-1 //1 0.10'-11 8 2OMULLION CAP PANE (9750' LONG) •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • •• • ••• • ••• • ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • — 7.75 ---i -- 2.62" — ODIN 5.0. 075 1110 077AMTE 70177 BOP. U7E 101 4AIERW. APPROVED UNDER 604 870-1209.01 4.00" l y ' MGR STEEL BUTT 181400 4' x 4' x .097" 7KK. STEEL \ i 4.04' 1.00' O_STAM M BUMSP t o ESHOW ti'.t Prepared 87 wic 11-75-01. 444r NTS. o c 1R: AtN 44, BEADING DRYS, NG Phone: 407-644-6957 Far. 407-644-7366 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of JELD-WEN, inc. Contours Steel, Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval Report No. 3832 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Contours Steel, Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites Steel/Wood 107" X 97.50" (Maximum) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 �....r6�d:b9�;.. Florida Professional Engineer # 73778 Date: 06/29/2015 tonedits: ... ... • ••• • • • • Eraluation.Report • • • 13ages2 i 4 •Ihstallnrion Details • DigitaHys igned by Hermes F Norero, P.E. Reason: tam a vipg Itis document Datg;015.(4.3k115 0:1?rbi00' -<‘ ......••.• ",;;TONAL HermesrE1!f�cii��a, P.E. Florida No. 73778 .\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 06/29/2015 Report No: 3832 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel, Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 97.50" (Maximum) Scope: Limits of Use: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, inc. based on Method la of the State of Florida Product Approval, Department of Business and Professional Regulation - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions 5-2108-01, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non -Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Chapter 16 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing 5-2108-01 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions 5-2108-01 for size and design pressure limitations. .. ... . . . • • •• • . • .• . . . •• ... •• . • • .. • ... . .• • • • • .•• . . • • • • . . • . . . • . . • 4 • • . • • . . • • • • . . . •. . ... • •.. • •.. • . • • ••• • • • . •• . •• • . • • • . ...• • • • • • • . . . •• . . . • •. •. • • • .. .• ... . • • •.. • • Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 /i BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 06/29/2015 Report No: 3832 Quality Assurance: Performance Standards: Referenced Data: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and State Ruling for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696WA, Report Date: 10/29/2001 Report #: CTLA961W, Report Date: 10/23/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) 3. Material Testing for 'Dyke' EPS Core performed by Intertek ETL Semko: ASTM E 84-05 Report #: 3113726SAT-001 Date: 02/05/07 Equivalence of Test Standard(s): The following test standards have been evaluated for differences in test methodology, if any, between the edition(s) of the test standard(s) listed below and those edition(s) referenced in the current Florida Building Code. The manufacturer has tested their products to the following test standard edition(s): 1) ASTM E84-05 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mention re e'enced s • taccieras ant editions, it has been found that no significant • technical changes have been made to thne�t Qtardrrtsihatvrould affect the results. All referenced standards have been found to be equivafent. AA m5terlalf test results meet minimum requirements of the current FBC, including HVHZ provisions. • •V• • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • •• • • • • • • •• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 001 • • Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 06/29/2015 Report No: 3832 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood buck substrate, use 4110 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (S-2108-01) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, OXX, XXO, OXXO X, OXO XO, OX w/ Bump Face Threshold Positive 47 PSF* Positive 50 PSF* Negative 43 PSF Negative 60 PSF w/ High Dam Threshold Positive 47 PSF* Positive 60 PSF* Negative 43 PSF Negative 60 PSF *Units meet water infiltration requirements corresponding to noted design pressures. .. ••• • • • . . .. . • . . • . . .. ... .. . . . .. • ... • •. ... . . ▪ . . • . • • . •• • ▪ . •. . • .. . •. • .. • • . . • . . ... ....• ... • . ... .. • • • • . • • • • • . .. . •• . .. • ..• .. . . ••• . . • . . Hermes F. Norero, P.F. Florida No. 73778 Page 4 of 5 / BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 06/29/2015 Report No: 3832 Installation Method JELD-WEN, inc. Contours Steel, Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites ' 1Tb- ?.- 0.00 !IP. 'Ia.00. TYP. n -`..A ,�1a I .00• Pr. 1YP. 1 IJ 111 1 1 1 _IJ G00" IV. SPACES 0 14 ?5" 5.00„ 1,_ irP.M .172. t.i' TI'P. OC' T 49 00• T' 15.42 CEP. 1542 -ITP. i --E00 1Y'r �{ 00 Tr,. 4 111 I'6.00 170. III 1 1 111 1 i 1 1 1 111 1 1 ! 1 1 3.00" k- 3.00 171,1, 7-4 3 00 7.00• •• • • • • 1 1 1 I I • 1 1 Tv� c SPACES 14.25" • •• ••• .„'1� 6.00' IYP. T SPACES - 0 121:" rYP. 4.50 iYP. 1 - ..—A- 3.30. I)D 6.53. 3117 1Y r_ i -a! yPr_ '}`j i i 7 11 '111 1 1 111 • • • •• •-3.00. 1714. x'•4.00" 71P. • • • • • •• I I • ••• • ••• • • • • • • • • • • • • 14 • • • • • • • • • • • • • • • • • V •• 4 • 4 a • • •• • ••• • ••• • • Y • U • • • 4 • • Y • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.00• r1P. = 6.00 PP. TYP 7L 11 1 E.00" rrP. 5 SPACES 0 1415" Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5