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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: DATE FILED: - 1 2' I REVISION FEE: :3 15 00 1. 2. 3. 4. '4U0038'3M* PERMIT# 1802-0553 Ag RECEIPT # 14n 151.2, (') alumv- 9' PLANNING & DEVELOPMENT SERVICEI ` RECEIVED BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE J U L 12 2018 FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 ST. Lucie County, Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/S ADDRESS: 6 NW Button Bush Circle, Palm City, FL 34990 DETAILED DESCRIPTION OF PROJECT REVISIONS: Change all Windows from Alluminum to Vinyl. Same size, same glass just vinal frames Product approval # HR-5510 / 17-0411.08, Mullions 17.0630.01 / SH 5500 17-0630.05 Removal of Octagon window at Master Bath Shower / French Door at Garage to be changed to a Vinyl French Door PD-5555 17.0504.05 CONTRACTOR INFORMATION: RE CERT #• CGC1518190 STATE of FL G./ . . BUSINESS NAME: F .� OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: 5. ARCHITECT/E. NAME: ADDRESS: CITY: PHONE(DAYT: Revised 07/22/2014 ST. LUCIE COUNTY CERT. #: STATE: k FAX: gfn(e) — U - Sdoa OHA. k RECEIVED----- FORM P405-2017 J U L 12 2018 �L&IDA ENERGY EFFICIENCY1rC0QEPF ° Rj-BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: FRASER Builder Name: RUBIN CUSTOM HOMES, LLC. Street: 1526 N.W. BUTTONBUSH CIRCLE Permit Office: PORT ST. LUCIE City, State, Zip: ST. LUCIE COUNTY, FL, Permit Number 1802-0563 Owner. BRENT FRASER Jurisdiction: Design Location: FL, West Palm Beach County: St. Lucie (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (4948.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.4 4266.00 fe 3. Number of units, if multiple family t b_ Interior Frame- Wood, Interior R=11.0 682.00 ft2 c WA R_ ft= 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (4706.0 sgfL) Insulation Area a. Under Attic (Vented) R=30.0 4706.00 ft2 6. Conditioned floor area above grade (ft2) 4706 b. NIA R= ft2 Conditioned floor area below grade (fF) 0 c• WA R= ft2 7. Windows(450.0 sgft.) Description Area 11. Ducts a. Sup: Attic, Rat: Attic, AH: ZONE 1 R IF 6 235.3 a. U-Factor. DbI, U -0.75 432.00 It* b. Sup: Attic, Ret: Attic, AH: ZONE 3 6 235.3 SHGC: SHGC=0.25 b. U-Factor. Dbl, U=1.07 10.00 112 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 39.0 SEER:14.00 c. U-Factor. Gbl, default 8.00 ft2 b. Central Unit 2 additional cooling systems 12.0 SEER:16.00 (see details) SHGC: Clear, default 13. Heating systems kBtu/hr Efficiency d. U-Factor. NIA ft2 a. Electric Strip Heat 27.0 COP:1.00 SHGC: b. Electric Heat Pump 8.0 HSPF:10.00 Area Weighted Average Overhang Depth: 1.044 ft. 2 additional heating systems (see details) Area Weighted Average SHGC: 0.256 14. Hot water systems 8. FloorTypes 4706.0 ypes ( sgft.) Insulation Area a. Natural Gas •Tankless Cap: 1 gallons a. Slab -On -Grade Edge Insulation R=0.0 4706.00 ft2 b. Conservation features EF: 0.660 b. WA R= R2 None c' NIA R= ft2 15. Credits Pstat I Glass/FloorArea: 0.096 Total Proposed Modified Loads: 150.11 PASS Total Baseline Loads: 1 %.06 I hereby certify that the plans and specifications cover Review of the plans and O�,KHE STgZ, this calculation are in compliance with the Florida E specifications covered by this Code. calculation indicates compliance y,,, °'f with the Florida Energy Code. ti nrr,r "� ; =,` :.,•4 „ O PREPARED BY: Zr, 55 t-�- Ce Before construction is completed = DATE: -a+ b- Joch- d-6.1IES. this building will be inspected for04 compliance with Sectio t 1 hereby certify that this building, as design s in compliance Florida Statutes.'r with the Florida Energy Code. 65 � OWNER/AGENT: _ BUILDING OFFiCIAI,�;,.��;;� DATE: _ DATE:'fs�k� - Compliance requires certification by the air. handier unit manufacturer that the air hall certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with envelope leakage test report with envelope leakage no greater than 3.94 ACH50 (R402.41A.2). File COPY 6/26/2018 3.15 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 1 of 5 an Cr%D6A 0AAr__1)n17 IIkIPI IT CI IMMARY CHF(`_KI _IRT RFPQRT ' PROJECT Title: FRASER Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 4706 Lot # Owner Name: BRENT FRASER Total Stories: 1 Block/Subdivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: RUBIN CUSTOM HOMES, LL Rotate Angle: 0 Street: 1526 N-W. BL17TONSU Permit Office: PORT ST. LUCIE Cross Ventilation: County: St Lucie Jurisdiction: Whole House Fan: City, State, Zip: ST. LUCIE COUNTY, Family Type: Single-family FL New/Exfsting: New (From Plans) Comment CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, West Palm Beach FL_WES7 PALM BEAC 44 90 70 75 316 60 Medium BLOCKS Number Name Area Volume 1 Blockl 1699 18689 2 Block2 576 6336 3 Block3 1829 20119 4 Block4 602 6622 SPACES Number Name Area Volume Kitchen . Occupants Bedrooms Infil ID Finished Cooled Heated 1 ZONE 1 1699 18689 Yes 1 1 1 Yes Yes Yes 2 ZONE 2 576 6336 No 0 0 1 Yes Yes Yes 3 ZONE 3 1629 20119 No 2 2 1 Yes Yes Yes 4 ZONE 4 602 6622 No 0 0 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio ZONE 1 440 ft 0 4706 W — 0 0 1 ROOF J Roof Gable Roof Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) # Type Materials Area Area 1 Hip Barrel file 5097 fF 0 fN Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 4706 ft= N N 6/26r2018 3:15 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 2 of 5 rnosA rsenc n1%47 I11IDI IT cI IUMAPV r`144110 IAT RFPnRT CEILING # Ceiling Type Space R_-Value Ins Type Area _ Framing Frac Truss Type 1 Under Attic (Vented) ZONE 1 30 Blown 4706 ftZ 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below 1/ # Omt To . Wall Type... . - . -. - --• - Space • _ a_Val ue-- Et in Fr tn- Aoea A viable Fraction Ahanr Grad _ 1 NE Exterior Concrete Block - Int Insul ZONE 1 5.4 4 11 44.0 ft2 5.4 0 0.75 0 _ 2 NW Exterior Concrete Block - Int Insuf ZONE 1 5.4 4 11 44.0 IF 5.4 0 0.75 0 _ 3 N Exterior Concrete Block- Int Insul ZONE 1 5.4 43 12 516.0 ftZ 5.4 0 0.75 0 4 W Exterior Concrete Block - Int Insul ZONE 1 5.4 42 11 462.0 ft2 5.4 0 0.75 0 5 S Exterior Concrete Block - Int Insul ZONE 1 5.4 20 11 220.0 ft= 5.4 0 0.75 0 6 i_ N ZONE 2 Interior Frame - Wood ZONE 1 11 20 11 220.0 ft: 0 0 0.75 0 7 S Exterior Concrete Block - Int Insul ZONE 2 5.4 21 11 231.0 fi= 5.4 0 0.75 0 _ 8 E Exterior Concrete Block - Int Insul ZONE 2 5.4 27 11 297.0 IF 5.4 0 0.75 0 9 -_ W Exterior Concrete Block - Int Insul ZONE 2 5.4 27 11 297.0 ft: � 5.4 0 0.75 0 10 N ZONE 3 Interior Frame -Wood ZONE 2 11 20 11 220.0 ft' 0 0 0.75 0 _ 11 N Exterior Concrete Block- Int Insul ZONE 3 5.4 27 11 297.0 fie 5.4 0 0.75 0 12 S Exterior Concrete Stock - Int Insul ZONE 3 5.4 43 12 516.0 Itz 5.4 0 0.75 0 13 E Exterior Concrete Block - Int Insul ZONE 3 5.4 40 11 440.0 IF 5.4 0 0.75 0 14 NE Exterior Concrete Block - Int Insul ZONE 3 5.4 8 11 88.0 ft2 5.4 0 0.75 0 15 SE Exterior Concrete Block - Int Insul ZONE 3 5.4 6 11 66.0 ft 5.4 0 0.75 0 16 N ZONE 4 Interior Frame - Wood ZONE 3 11 22 11 242.0 W 0 0 0.75 0 17 W Exterior Concrete Block- Int, Insul ZONE 4 5.4 24 11 264.0 ft2 5.4 0.23 0.75 0 18 N Exterior Concrete Block- Int Insul ZONE 4 5.4 22 11 242.0 82 5.4 0 0.75 0 _ 19 S Exterior Concrete Block- Int Insul ZONE 4 5.4 22 11 242.0 fF 5.4 0 0.75 0 DOORS # omt Door Type Space Storms U-Value Ft Width In _ ..... Fteightln _.__. Area 1 -- - S - Insulated ZONE 1 None .46 3 7 21 ft° 2 S Insulated ZONE 1 None .46 3 7 21 ft? 3 N Insulated ZONE 1 None .46 12 7 84 IF 4 N Insulated ZONE 1 None .46 2 7 14 ftz 5 E Insulated ZONE 2 None A6 6 7 42 ft2 6 S Insulated ZONE 2 None A6 18 7 126 fe 7 N Insulated ZONE 3 None .46 3 7 21 fV 8 S Insulated ZONE 3 None .46 18 7 126 IF 62&2018 3:15 PM EnergyGaugeO USA Section R405-4.1 Compliant Software Page 3 of 5 t^non■ ownc jn t-y IKIDi IT CI IRJIMARY r_I4F:r__ICi 1ST RFPQRT WINDOWS Orientation shown Is the entered, Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 12 Vinyl Double (Tinted) Yes 0.75 0.25 Y 20.0 W 2 ft 0 in 1 ft 0 in Drapes/blinds None 2 N 3 None Glazed Block No 0.6 0.6 Y 8.0 ft2 1 ft 0 in 1.ft 0 in Drapes/blinds None 3 N 3 Vinyl Double fronted) Yes 0.75 0.25 Y 72.0 fF 1 ft 0 in 1 ft 0 in Orapes/blinds None 4 N 3 Vinyl Double (Tinted) Yes 0.75 0.25 Y 21.0 W 1 tt 0 in 1 ft 0 in Orapes/blinds None 5 NE 1 Vinyl Double (Tinted) Yes 0.75 0.25 Y 12.0 ft2 1 it 0 in 1 ft 0 in Drapes/blinds None 6 NE 1 Vinyl Double (Tinted) Yes 0.75 0.25 Y 9.0 W 1 ft 0 in 1 ft 0 in Drapes/blinds None 7 NW 2 Vinyl Double (Tinted) Yes 0.75 0.25 Y 12.0 ftz 1 ft0 in 1 ft0 in Drapesiblinds None 8 NW 2 Vinyl Double (Tinted) Yes 0.75 0.25 Y 9.0 ft2 1 it 0 in 1 ft 0 in Drapes/blinds None 9 W 4 Vinyl Double (Tinted) Yes 0.75 0.25 Y 30.0 ftz 1 ft 0 in 1 ft 0 in Drapesiblinds None 10 S 12 Vinyl Double (Tinted) Yes 0.75 0.25 Y 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 11 S 12 Vinyl Double (Tinted) Yes 0.75 0.25 Y 60.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 12 S 12 Vinyl Double (Tinted) Yes 0.75 0.25 Y 6.0 W 1 ft 0 in 1 ft 0 in Drapesiblinds None 13 N 11 Vinyl Double (Tinted) Yes 0.75 0.25 Y 25.0 ft2 1 ft 0 in 1 ft0 in Drapes/blinds None 14 E 13 Vinyl Double (Tinted) Yes 0.75 0.25 Y 4-0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 15 E 13 Vinyl Double (Tinted) Yes 0.75 0.25 Y 30.0 ft2 It 0 in 1 ft 0 in Drapes/blinds None 16 E 13 Vinyl Double (Tinted) Yes 0.75 0.25 Y 42.0 111:2 1 ft 0 in 1 ft 0 in Drapes/blinds None 17 E 13 - Vinyl Double (Tinted) Yes 0.76 0.26 Y 10.0 f12 1 ft 0 in 1 ft 0 in Drapes/blinds None 18 NE 14 Vinyl Double (Tinted) Yes 0.75 0.25 Y 10.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 19 SE 15 Vinyl Double (Tinted) Yes 1.07 0.25 Y 10.0 ft2 1 ft 0 in 1 ft 0 in Drapesrblinds None 20 W 17 Vinyl Double (Tinted) Yes 0.75 0.25 Y 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 21 N 18 Vinyl Double (Tinted) Yes 0.75 0.25 Y 15.0 ft2 1 ft 0 in 1 ft 0 In Drapes/blinds None INFILTRATION # Scope Method SL4 CFM 50 ElA EgLA _ ACH ACH 50 1 Wholehouse Proposed CFM(50) .000275 3400 186.66 351.03 .2075 3.9408 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Duds 1 Electric Strip Heat/ None COPA 27 kBtu/hr 1 sys#1 2 Electric Heat Pump/ None HSPF:10 8 kBtu/hr 2 Ductless 3 Electric Strip Heat/ None COPA 32 kBtu/hr 3. sys#2 4 Etectric Heat Pump/ None HSPF:10 8 kBtulhr 4 Ductless COOLING SYSTEM # System Type Subtype Efficiency. Capacity. ---Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 14 39 k8tulhr 1170 cfm 0.75 1 sys#1 2 Central Unitl None SEER: 16 12 kBtu/hr 360 cfrn 0.75 2 Ductless 3 Central Unit/ None SEER: 16 47 kBtu/hr 1410 cfrn 0.75 3 sys#2 4 Central Unit/ None SEER: 16 12 kBtu/hr 360 cfm 0.75 4 Ductless 6126/2018 3:15 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless ZONE 1 0.66 1 gal 60 gal 120 deg None _ SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft= DUCTS — Supply — — Return — Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 Attic 6 235.3 ft Attic 58.825 Default Leakage ZONE 1 (Default) (Default) 1 1 2 Attic 6 235.3 ft Attic 58.825 Default Leakage ZONE 3 (Default) (Default) 3 3 TEMPERATURES Programable Thermostat Y Ceiling Fans: Cooli ((j� Jan Heati 9 Lx] Jan Feb Feb ((�� Mar [X] Mar r E � A r i Ma i May Jun ]Jut [ ] Jun ] Jul Au Aug Se Tj Sep Oct Oct Nov Nov Dec Dec Venting L[ 11 Jan Feb [[�X]] Mar [X) r 111 May [ ]] Jun 11 Jul Au Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) 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 Cooling (WEH) 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 Heating(WD) 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 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS _ Mass Type Area Thickness Furniture Fraction Space Default 8 lWs -f - 0 fF O ft 0-3 ZONE i Name: Signature: Rating Comp�nt: Date: 6/26/2018 3:15 PM EnergyGaugeV USA Section R405.4.1 Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2_ Single-family b) Retum duds R 6.0 c) AHU location Attic/Attic 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 110.0 a) Split system SEER 5. Is this a worst case? (yes/no) 5- No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 4706 d) Room unit/PTAC EER e) Other varies 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.754 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.256 c) Area 7c. 450.0 8. Skylights a) U-factor:(weighted average) 8a. NA b) Solar Heat Gain Coefficient (SHGC) 8b. NA 9. Floor type, insulation level: a) Slab -on -grade (R-value) b) Wood, raised (R-value) c) Concrete, raised (R-value) 10. Wall type and insulation: A. Exterior. 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) S. Adjacent: 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R value) 11. Ceiling type and insulation level a) Under attic b) Single assembly c) Knee wallstskylight walls d) Radiant barrier installed 9a. 0.0 9b. 9c. 10A1. 10A2. 5.4 10B1. 1062. 11 a. 30.0 11 b. 11c. 11d. No 14. Heating system: Capacity 75.0 a) Split system heat pump HSPF b) Single package heat pump HSPF c) Electric resistance COP 1.0 d) Gas furnace, natural gas AFUE e) Gas fumace, LPG AFUE f) Other 10.00 15. Water heating system a) Electric resistance EF b) Gas fired, natural gas EF 0.66 c) Gas fired, LPG EF d) Solar system with tank EF e) Dedicated heat pump with tank EF f) Heat recovery unit HeatRec% g) Other 16. HVAC credits claimed (Performance Method) a) Ceiling fans b) Cross ventilation No c) Whole house fan No d) Multizone cooling credit e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed b installs a compliant features. Builder Signature: Date--2L Address of New Home: 1526 N.W. BUTTONBUSH CIRCLE City/FL Zip: ST. LUCIE COUNTY, FL 6/26/2018 3:21:00 PM EnergyGaugeO USA 6.0.02 - Flalkes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: FRASER Builder Name: RUBIN CUSTOM HOMES, LLC. Street: 1526 N.W_ BUTTONBUSH CIRCLE Permit Office: PORT ST. LUCIE City, State. Zip: ST. LUCIE COUNTY, FL, Permit Number_ 1802-0553 v Owner. BRENT FRASER Jurisdiction: w 2 Design Location: FL, West Palm Beach U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable Insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints In the air barrier shall be sealed. The air barrier in arty dropped ceNkWsofiit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls Walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R4 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous all nment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Run joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be Instailed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation Installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawispace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 3s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on Installation readily conforms to available space shall extend behind VJpIng and 3Wring Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box of The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a, in addition, inspection or iog watts snan oe in accordance wun ure umvisiuu3 vi 6/26/2018 3:21 PM EnergyGauge(g) USA FBC 6th Edition (20171 Comoliant Software Paoe 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: 1802-0553 Job Information Builder. RUBIN CUSTOM HOMES, LL(Community: Lot: NA Address: 1526 N.W. BUTTONBUSH CIRCLE City: ST. LUCIE COUNTY State: FL Zip: Air Leakage Test Results Passing results must meet ei�her the Performance, PmscdpWe, or ER! Method O PRESCRIPTIVE IIRETHOD-The building or dwelling unit shall be testild and vertfiad as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 Pascals) in Climate Zones 1 and 2. r 0 PERFORMANCE or ERl METHOo•The building or dwelling unit sha?(;be tested and verified as having an air leakage rate of not exceeding Me selected ACH(50) value, as shown on Form R405-2017 (Performance) dr R406-2017 (ERI), section labeled as infiltration. sub -section ACH50. ACH(50) specified on form R405.2017-Energy Cak (Perfoimenpe) or R406-2017 (ERQ 3.941 x 60 _ 51766 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans ❑ PASS i Code software calculated ElWhen ACH(50) is less than 3, Mechanical Ventilation installation Q Field measured and calculated must be verified by building department. R402.4.1I Testing. Testing shall be conducted in accordance with ANSURESNETACC 380 and reported at a pressure of 02 inch w.g. (50 Pascals) I 1 Testna shall be conducted by either individuals as defined in Section 553.993(5) or (7),1=lorlda Statues.or individuals licensed as set forth in Section 11489. t 05(31(fl, (a). or 01 or an sooroved third oarty. A written reoort of the results of the test shall be signed by the party conducting the test and I I crovided to thecode official. Testing shall be performed at anv time after creation of all penetrations of the building thermal envelope. I I Dudna testing: I 11. Exterior windows and doors. fireolaoe and stove doors shall be closed. but not sealed. bevond the intended weatherstriooino or other infiltration I I control measures. I I measures. 1 13. Interior doors. if installed at the time of the test, shall be open. 1 14. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and seated. I 15. Heating and cooling systems, if installed at the time of the test, shall be turned off I I o. z>uppry ana return registers, n Installea at ine ume or me test, snan oe n,Ily open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the oompliance method selected above. Signature of Tester: Printed Name of Tester. Date of Test: License/Certification #: Issuing Authority: 6/2612018 3:21:20 PM EnergyGauge® USA 6.0.02 - FiaRes2017 FBC 6th Edition (2017) Compliant Software Page i of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 1526 N.W. BUTTONSUSH CIRCLE Permit Number 1802-0553 ST. LUCIE COUNTY, FL MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains Information indicating the energy performance level and efficiencies of components installed in a dwelling unit- The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shag be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R 2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section 0402.5. El R402.4.1 Building thermal envelolbe building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.12. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Instatlation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturers instructions and the criteria fisted in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSURESNIT/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shag be closed, but not seated, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, badcdraft and flue dampers shall be dosed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. ❑R402.4.3 Fenestration air IeakageWndows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 eft per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 10111.S.2/A440 by an accredited. Independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 6/2612018 3:21 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) ❑R402.4.4 Rooms containing fuel-purming appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal -envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and Insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lures and ducts in the room insulated in accordance, with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent applianeas with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R100ti of the Florida Building Code, Residential. ❑ R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or calling covering. SECTION R403 SYSTEMS R403.1 Controls. ❑ R403.1.1 Thermostat provislon (Mandatary). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary eledrio-resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.3.2 Sealing (Mandatory) All duds, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered duds or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing In accordance with ANSVRESNETACC 380 by either individuals as defined In Section 553.993(5) or (7), Florida Statutes, or Individuals licensed as set forth in Section 489.105(3)(f). (g) or (1), Florida Statutes, to be 'substantially teak free' in accordance with Section R403.3.3. ❑ 11403.3.2.1 Seated air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design alrflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing (Mandatory►. Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough -in test: Total leakage shag be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handier enclosure if installed at the time of the test. All registers shall be taped or otherwise seated during the test 2. Postconstrudion test Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A dud air leakage test shall not be required where the ducts and air handlers are located entirety within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑ R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and tempem6ure maintenance systems (Mandatory). Heated water circulation systems shall be In accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shag be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return ❑ pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 beat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 5/9/2018 12:54 PM EnergyGaugeG USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'A inches (09 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank_ R403.5.6 Water heater efficiencies (Mandatory). oR403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 14WF (380C to 60°C). , R403.5.6.1.2 Shut down. A separate switch or a dearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water4mting equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation. Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.8.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors. and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal: and Z Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation Including: Natural. Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that dose when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R 10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sung. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads'for the directional orientation of the building. The manufacturer and model number of the outdoor and Indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment Is Installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM (CFM) MINIMUM EFFICACY a (CFMANATT) AIRFLOW RATE MAXIMU (CFM) Range hoods Any 2.8 cfm/watt Any in -tine fan Any 2.8 cfinlwatt Any Bathroom, utility room 10 1.4 cfm/watt <90 Bathroom, utility room go 2.8 cftnMatt Any For Si:1 ch11= 28.3 Umin. a. When tested In accordance with HVI Standard 916 5/9/2018 12:54 PM EnergyGaugeS USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5 FORM R405-2017 INPU I SUMMARY UHECKL 15T REPUKI WINDOWS V # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Wall Omt IDA Frame Panes S 12 Vinyl Double (Tinted) N 3 None Glazed Block N 3 Vinyl Double (Tinted) N 3 Vinyl Double (Tinted) NE 1 Vinyl Double (Tinted) NE 1 Vinyl Double (Tinted) NW 2 Vinyl Double (Tinted) NW 2 Vinyl Double (Tinted) W 4 Vinyl Double (Tinted) S 12 Vinyl Double (Tinted) S 12 Vinyl Double (tinted) S 12 Vinyl Double (Tinted) N 11 Vinyl Double (Tinted) E 13 Vinyl Double (Tinted) E 13 Vinyl Double (Tinted) E 13 Vinyl Double (Tinted) E 13 Vinyl Double (Tinted) NE 14 Vinyl Double (Tinted) SE 15 Vinyl Double (Tinted) W 17 Vinyl Double (Tinted) N 18 Vinyl Double (Tinted) # Scope Method 1 Wholehouse Proposed CFM(50) NFRC Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes U-Factor SHGC 0.75 0.25 0.6 0.6 0.75 0.25 0.75 0.25 0.75 0.25 0.75 0.25 0.75 0.25 0.75 0.25 0.75 0.25 0.75 0.25 0.75 0.25 0.75 0.25 0.75 0.25 0.75 0.25 0.75 0.25 0.75 0.25 0.75 0.25 0.75 0.25 1.07 0.25 0.75 0.25 0.75 0.25 INFILTRATION Imp Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y orientation. Overhang Area Depth Separation 20.0ft2 2ft0in 1 ft0in 8.0ft2 1 ft0in 1 ROin 72.0 ft2 1 ft 0 in 1 R O in 21.0ft2 1 ROM 1 ft0in 12.0I 1 ft0in 1 ft0in 9.01`12 1 ft0in 1 ft0in 12.0ft2 1ft0in 1ft0in 9.0ft2 1ft0in 1ft0in 30.0 IF 1 It 0 in 1 ft0in 15.0ft2 1ft0in 1ft0in 60.0 fe 1ft0in 1ft0in 6.0ft2 1ft0in 1ft0in 25.0 fe 1 ft 0 in 1 ft 0 In 4.0ft2 1ft01n 1ft0in 30.0ft= 1ft0in 1ft0in 42.0ft2 1ft0in 1ft0in 10.0 IF i ft0in 1 ft0in 10.0ft2 1ft0in 1ft0in 10.0ft2 1 ft0in 1 ft0in 30.0fe 1 ft0in 1 ft0in 15.0ft2 1ft0in 1ft0in Int Shade Screenir Drapes/blinds None Drapes/blinds None Drapesblinds None Drapes/blinds None Drapes/blinds None Drapes/blinds None Drapes/blinds None. Drapes/blinds None Drapes/blinds None Drapesblinds None Drapes/blinds None Drapes/blinds None Drapes/blinds None Drapes/blinds None Drapes/blinds None Drapes/blinds None Drapesblinds None Drapesblinds None Drapes/blinds None Drapes/blinds None Drapes/blinds None SIA CFM 50 ELA EgLA ACH ACH 50 .000275 3400 186.66 351.03 .2075 3.9408 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat! None COPA 27 kBtuthr 1 sys#1 2 Electric Heat Pump/ None HSPF:10 8 kBtu/hr 2 Ductless 3 Electric Strip Heat/ None COPA 32 kBtu/hr 3 sys#2 4 Electric Heat Pump/ None HSPF:10 8 kBtu/hr 4 Ductless COOLING SYSTEM # System Type Subtype Efficiency Capacity, _ Air Flow SHR _ Block Ducts 1 Central Unit! Norte SEER: 14 39 k8tu/hr 1170 cfnr 0.75 1 sys#1 2 Central Unit/ None SEER: 16 12 kStu/hr - 360 cfm 0.75 2 Ductless 3 Central Unit! None SEER: 16 47 kBtu/hr 1410 cfm 0.75 3 sys#2 4 Central Unit/ None SEER: 16 12 kBtu/hr 360 cfm 0.75 4 Ductless 6/26/2018 3:15 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2. Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 0 R403.11 Portable spas {Mandator0e energy consumption of elect powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fbdures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 5/912018 12:54 PM EnergyGauge® USA - FBC Sth Edition (2017) Compliant Software Page 5 of 5 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O 11403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded perfonmance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cbn provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains N the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and mull( -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load_ When signed and sealed by a Florida -registered engineer, In attached single- and multi -family units, the capacity of equipment maybe sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. • R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls (Mandatory). Snow and ice•metting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature Is above WF, and no precipitation, is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. ❑ R403.9 Swimming pools, Inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSIIAPSP-15. The energy requirements for portable spas shall be In accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. Ali gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot fights. • R403.9.1-2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested In accordance with AHR1 1160. Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turnoff and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shell not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously buming pilot lights R406.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R406.2.1 Performance ONLY. Ceilings shall have minimum Insulation of R 19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 612MO16 3:25 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 -- wrightsoft� Project Summary - -_, _- Job: E,> t re House �4 e .3:1.: 'Byes: Nov zo, za7r JIII! s� ryry 0 ��c U1. A :, 2y'i8 For: FRASER Notes: ZONE 1 Weather: Fort Pierce, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Summer Design Conditions 42 OF Outside db 70 OF Inside db 28 OF Design TD Daily range Relative humidity Moisture difference Structure 73844 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 73844 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling ( �(ft3) Volume 21621 21621 Air changes/hour 0.98 0.98 Equiv AVF (cfm) 355 355 Heating Equipment Summary Make Trade Marcel AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 80 AFU E 0 Btuh 0 Btuh 0 OF 1300 cfm 0.018 cfm/Btuh 0 in H2O 90 OF 75 OF 1L OF 50 % 61 gr1lb Sensible Cooling Equipment Load Sizing Structure 28500 u tsure Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data ; n Rate/swing multiplier 0.95 Equipment sensible load 21083 Btuh Latent Cooling Equipment Load Sizing Structure 15210 D Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 15212 Btuh Equipment total load 38978 Btuh Req. total capacity at 0.70 SHR 3.2, ton Cooling Equipment Summary Make Nordyne Trade Cond NS4BD-042KB Coil AHRI ref Efficiency 10.7 EER, 14 SEER Sensible cooling 27300 Btuh Latent cooling 11700 Btuh Total cooling 39000 Btuh Actual air flow 1300 cfm Air flow factor 0.046 cf n/Btuh Static pressure Load sensible h ate , n 0 in H2O rp ra .,"5— Calculations approved by ACCA to meet all A +td- vvrIghtsoft' Right-SutteO Universal 2015 15.6 t8 st}"�te`as - - m ...lce0epatlgocumentslWrightsott HVACIFRASER Is Calc �(� rc�t ®py N -- wrightsoft, Load Short Form Entire House For: FRASER Job: Date: Nov 20, 2017 By: Htg CIg Inilitration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD ('F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 80 AFUE 0 Btuh 0 Btuh 0 OF 1300 cfm 0.018 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Nordyne Trade Cond NS4BD-042KB Coil AHRI ref Efficiency 10.7 EER, Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 14 SEER 27360 Btuh 11700 Stuh 39000 Btuh 1300 cfm 0.046 cfm/Btuh 0 in H2O 0.65 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) HtgAVF (cfm) CIgAVF (cfm) dining 342 14404 5806 254 265 living 391 17990 6196 317 283 media 270 10701 2676 188 122 bath 3 48 3470 1393 61 64 bdrm 3 192 10037 3771 177 172 VVIC 30 858 66 15 3 breakfast 240 9484 5752 167 262 kitchen 126 5184 2716 91 124 __._. r_A .47-1 r_ 41311 on & 1JGUwy VV 1 / I.J iJL .Jv L Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri htSoft- 2017-Nov-2014:36,39 g Right•Sufle� Unlversal2015 15A.18 RSU12886 Pagel ... iceDapollDoeumenlsiWrightsoft WVAC\ERASER 1.rup Cato - MJ8 Front poor faces: N Entire House 1699 73844 28509 1300 1300 Other equip loads 0 0 Equip. @ 0.95 RSM 27083 Latent cooling 15212 '7'20AA A'"OA h,Ann 1300 I U IHLW I WO I uv-r-r Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ' " wrl htSOfi' 2017-Nov-20 14:ads 2 g Right-Su1te� Universal 15.0..18RSU7288S Paga 2 X...iceDepotiDocuments%WrIghtsoll HUACIFRASER 1.rup Cale = MJB Froth Door faces: N rF wrightsoW Right-JO Worksheet Entire Horse Job: Date: Nov 20, 2017 By: 1 Room name Entire House dining 2 Exposed wall 169910 it 342.0 t 3 Room Wght 127 ft 15,0 ft heat/cool 4 noon dimensions 19.0 x 18.0 ft 5 Room area 1699.0 IF 342.0 IP Ty Construction U-value Or HTM Area (fir} Load Area (ftj Load number (BtuWn °F) (Btuh+ftj or perimeter (ft) (atuh) or perimeter (ft) (Btuh) Neat Cod Gross NIPIS Heat Cod Gross NIP/S Heat Cool 6 U}7 13A-5ous 0.125 n 3,60 222 819 278 973 619 0 0 0 0 IA-clom 1.270 n 36,56 34,77 i36 0 4836 4w 0 a 0 0 ►;—Ga 11D0 0,300 n 10.92 11.31 105 105 1147 1188 0 0 0 0 l�l 13A-50cs 0.125 a 0100 0.00 0 0 0 0 0 a 0 a i i t—G to-4r1orn 1,270 a 0,00 0.00 0 0. 0 0 0 0 0 0 1� 13A-Sous 0.126 s 3.50 222 417 312 1092 f194 285 215 753 476 IA-clom 1.270 s 35-56 34.77 63 126 2240 2191 28 28 S96 974 =G0 t— 11 f0 UM s 16.86 17.40 42 42 70B 731 42 42 700 731 Yp! 13A-Sacs DA25 w 3,50 222 495 444 1554 988 0 a 0 0 t—G to-clom 1.270 w 35.56 91,12 51 0 1814 4647 0 a 0 0 C 16A-30td 0.032 - 0.96 132 1699 1699 1522 3942 $42 342 306 793 F 22A-lot 0.989 WX9 0.00 1690 1699 47049 0 342 342 9471 0 61 c) AED excursion 476 334 Envelope loss gain 62932 20203 12231 2042 12 a) Infiftratlon W911 5B45 2173 1164 b Roam ventilation 0 0 0 0 13 internal gains: Occupants a 230 2 460 0 0 Appliancestother 2000 2aa0 Subtotal (lines 6 to 13) 73a44 28%91 14404 58W Less external load 0 0 0 0 Less ltansfer 0 0 a 0 Redistribution 0 0 0 0 14 Subtotal 73844 28509 14404 68M 15 Duct loads 0% 095 0 a -0'A 0% 0 0, Total roam bad 73844 26509i 14404 I SW6 I Air required (cfm) 13W 1300 254 265 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, wrilgfvtsoft- 2017-Nov-20 14:36:39 Right-SufteV Universal 2015 15.0.18 MUM Page 1 —tceUepollDocumentslWrightseft HbACTRASER 1,rup Catc = MJS Front Door faces: N -�{ - wrightsoW Right-J4 Worksheet Endre Noose Job: Date; Nov 20, 2017 By: 1 Room name Iiving9 media 2 Exposed wail 394.0 ft 270.0 It 3 Room ) ql+ 15.D it heaticoel 11.0 1t twwcool 4 Room dimeilsionS 17.0 x 23.0 it 1&0 x 15.0 it 5 Room area 391.0 It' 270.0 fiz Ty Constnx:tiort U-value Or HTM Area (ttj Load Area (Itq Load number (BtutV.ft3-°F) (StutYft� or perimeter (it) (Btuh) or perimeter (it) (Is tuh) Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool 8 13A-5ocs 0.125 n 3.50 Z22 255 131 459 291 198 93 326 207 G 1A-clan 1.270 n 35,56 34.77 124 0 4409 4312 0 0 0 D Ll 11DO 0.390 n 10.92 11.31 0 0 0 0 105 105 1147 1188 13A-5ws 0.125 a D.00 moo 0 0 0 0 0 0 0 0 11 Y—r IA -clam 1.270 a MOD 0.00 0 0 0 0 0 4 0 0 �1— 13A-Sxs 0.125 5 3.50 Z22 0 0 0 0 0 4 0 0 t 1A-clom 1.270 s 35.65 34.77 0 0 0 0 0 0 0 0 I- :z 11J0 0,600 s 16,60 17.40 0 0 0 0 0 0 0. 0 y)1 13A-5oos 0,125 w 3.50 Z22 0 0 0 0 0 0 0 0 L--G IA-clom 1.270 w 35,56 91,12 0 0. 0 0 0 0 0 8 C 1,6A-361d 0,032 - 0.90 Z32 391 391 350 907 270 270 242 626 F vmpl 0.989 - 27.69 0.00 391 391 10828 0 270 270 7477 0 01 c) AED excursion -356 -164 Envelope loss/gatn 16046 6154 9191 1867 12 a) infiftratioo 1944 1042 1510 809 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 ApplianoWother 0 0 Subtotal Vines 6 to 13) 17990 6196 10701 2876 Less external toad 0 0 0 0 Less transfer 0 0 0 0 0 0 0 0 14 Redistribution Subtotal 17M 6198 10701 2676 15 Duct loads -0°k 0°� 0 0 -VA 0 0 Total room load 17990 8196 10701 2676 Air required (cfm) 317 283 188 122 .&,, It -I wr,'ght90ftE' Right-S-Ita Universal2015 15.0.18 RSU12886 ...IceDepoftDocumentsMightsoll HVACWRASER i.rup Calc = MJ6 Fronl Door faces: 2017-Nov-20 14:36:39 Page 2 cNkt.. g4 0 a� cn A m w C O u o0 9A 00 c I R th O�. i» to m xzxmgg. 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Nov 20, 2017 By: NMI 0 �k" k.INS SSI ...!'..a For: FRASER Notes: ZONE 2 0R, m 8 0 r � ;� i N:. , � �i �` 1 ' t > i,..0 , , t.Ii • n tin. m. . „a��:. . ��:.:..e i, Weather: Fort Pierce, FL, US Winter design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 26855 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 26855 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating cooling Area W) 576 576 Volume (ft3) 6338 6338 Air changes/hour 1.62 1.62 Equiv. AVF (cfm) 171 171 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 80 AFU E 0 Btuh 0 Btuh 0 40f 0.015 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 1.5 OF Daily range L Relative humidity 50 % Moisture difference 61 grllb Sensible Cooling Equipment Load Sizing Structure 8543 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Slower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 8116 Btuh Latent Cooling Equipment Load Sizing Structure 7149 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 7149 Btuh Equipment total load 11890 Btuh Req. total capacity at 0.70 SHR 1.0 ton Cooling Equipment Summary Make Enviroair Trade Cond ZHB1BD00 Coil AHRI ref Efficiency 11.9 EER, 16 SEER Sensible cooling 8400 Btuh Latent cooling 3600 Stuh Total cooling 12000 Btuh Actual air flow 400 cfm Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.54 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. { urrti htsoft 2o17-rmv-2014:41:`14 AM ' 1"' � Right-SuRe® Universal 2015 15-0.18 RSU12886 Page 1 ...leaDeWiDocumenWwrightsoft HVAC%FRASER Zrup Cate = MJ8 Front Doorfaces: N Load Short Form .lob: wrightsoft° orDate: Nov 20, 2017 Entire House BY: l ,� La, - ryt �"n. �.,,t f a V Shn '4� i aiTM . .�u., .�� > w For. FRASER am Htg Clg infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (grub) 1 61 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Enviroair Trade Trade Model Cond ZHB18D00 AHRI ref Coll AHRI ref Efficiency 80AFUE Efficiency 11.9 EER, 16 SEER Heating input 0 Btuh Sensible cooling 8400 Btuh Heating output 0 Btuh Latent cooling 3600 Btuh Temperature rise 0 OF Total cooling 12000 I3tuh Actual air flow 400 cfm Actual air flow 400 cfm Air flow factor 0.015 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.54 ROOM NAME Area Htg load CIg load HtgAVF CIgAVF (fta) (Btuh) (Btuh) (cfm) (cfm) garage 576 26855 8543 400 400 Entire House 576 26855 8543 400 400 Other equip loads 0 0 Equip. @ 0.95 RSM 8116 Latent cooling 7149 tir,*)AA Ann 4nn Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w -�{�- WMi fltsC}fY 2017-NOW-2014:41:14 r+ ' f" g Right-Suile+D Universal 15.0.16 RSU12886 Page 1 ACCA,..IceDepot1liocumentslWfightso(t HVACSFRASER 2.rup Cale = MJS � Front Door races: N -FF wrightsofY Right-M Worksheet Enure House Job: Date: Nov 20, 2017 By: Roomy Entire House 57a.0 ft ale 576.0 f 2 Exposedw�an 11.0 ft 11,0 ft heatfcool 3 Room height 21.3 x 27.0 ft 4 Room dimemions 676.2 fis 576.2 W 5 RwM area Ty Corstru tion U-value Or HTlN Area (n Load (Btuh) Area (ft1 or perimeter (ft) Load (8tuh) number (Btutdft? °F) (13tutU111 or pedmew (it) Heat Cool Grass I N/PrS Heat Cat Gross N/P/S Heat 'Cool 6 W 13A-3a:s (L125 0.125 n a 0.00 3.50 0.00 2.22 0 207 0 255 0 693 0 567 0 297 0 255 0 893 0 WT V�I t 13A_ 11J0 0.600 a 16.60 17.40 42 42 706 73i 42 42 706 368 731 234 —0 13A 5ocs 0.125 s 3.50 2.22 231 126 105 126 368 2117 234 2192 231 128 105 126 192 ?664 11 W 1110 13A-5ocs 0.600 0.125 8 w 16.80 3.50 17.40 2.22 297 297 1040 661 297 576 576 576 040 i040 5t6 661 1337 C 16A-Md 0.032 0,989 - - 0,� 27.69 2.32 0.00 576 576 676 576 516 15951 1337 0 576 576 15951 0 F 22A4p1 0 0 6 c) AED excursion Envelope lossigaln 21589 5722 21689 5722 52a0 282a 5266 2821 12 a)) Infiltration 0 0 b) Room ventilation 13 Interval gains: OCcupants 230 0 0 0 0 0 0 Appliances/other 26M 8543 26865 8543 Subtotal (lines 8 to 13) 0 0 0 0 al lo Less extemad 0 0 Less transfer 0 0 0 0 Redistribution 26M 8J43 26855 6543 14 Subtotal R°/u 0°!0 0 0 -0%a 0% 0 0 15 Duct: toads 26355 8543 Total room bad 4 40 400 400 Air required (Cfm) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WV-IghtSOPC 2017 Nov 20 f4. Right -SUMO Universal 2015 1&,0,t8 RSUf2886 Page ge 1 1 lem .,iceDepotoocumentaXWrightsoft HVACIFRASER 2.rup Cale - MJ8 Frond Door faces: 14 . . WrighlrsoW Project Summary En dre House Job: Date: Nov 20, 2017 By: t.,. ���`!<� 4�Yc n �� � � � . ■ i�- ?M,7.+1, , � ,iR,d�;3�i� ,.4;E�.� ...-. i... �� � ra��F�` 8,a .���i���.. �1��j For: FRASER Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 62410 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Plping 0 Btuh Equipment load 62412 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatin. gg99 Coolin 182 Volluume2(fP) 186889 18689 Air changes/hour 1-02 1.02 Equiv. OF (cfm) 318 318 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 80AFUE 0 Btuh 0 Btuh 0 1567 cfm 0.025 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing DStrctuct34090 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Stuh Use manufacturer's data n Rate/swing multipplier 0.95 Equipment sensible load 32M Stuh Latent Cooling Equipment Load Sizing ure Structure 15870 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 15872 Btuh Equipment total load, 47012 Btuh Req. total capacity at 0.70 SHR 3.9 ton Cooling Equipment Summary Make Trans Trade Cond 4TTX5048A1 Coll AHRI ref Efficiency 12.7 EER, 16 SEER Sensible cooling 32900 Btuh Latent cooling 14100 Stuh Total cooling 47000 Btuh Actua(air flww 1567 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H20 Load sensible heat ratio 0.68 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r'I ht'sVfi' S 2017-Nov-2014:41:34 W 4 g RI hf-Sahel® Universal 2015 15.0.18 RSU12886 page 1 fi96k ...iceDepotlDecumentstWrigMsotl HUAOFRASER 3.rup Cato = MJ8 Front Cloor faces: N + wriohtsof . Load Short Form Entire House Job: Date: Nov 20, 2017 By: � e �U .i h5nn . t(lilFi i I�I.re.,� e ui +. AG I.' i For: FRASER 4r t'✓�� 'S! y r y i T e �a '` a ��1 GAS; _ . AS.a ° Ifs i i:ni R ,Y' 'N:� i Ti �� nAn+.s">.nt ��S .3".:n, n 3 I �sai .a. i t ! 4 ,�v�'iP .. '�:vi ryi. '�ii i➢ ,� Ht!g • Infiltration db (OF) 42 90 Method Simplified DesignOutside Dailyrange Inside humidity Moisture difference / • Iz.t•°✓mTvs§4...ea . t',"3i A:aSi+x. '?a3 . niZ'gi ..:}SIY�T'.. ?;5;bi.itttiw Iti<'-..,';ij.?:q{r .�w'iYR. ..:,'`las ..' •r"d�.•5iu19 ..: x^Xr �.5%h;I;SQ"+if°x"Ti"il�. .. h:'i3h:4`i47A Yi 'iF:S'!":.ii1NW1"r+l'Y9-. HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trane Trade Trade Model Cond 4TTX5048A1 AHRI ref . Coil AHRI ref Efficiency 80AFUE Efficiency 12.7 EER, Heating input 0 Btuh Sensible cooling Heating output 0 Btuh latent cooling Temperature rise 0 OF Total cooling Actual air flaw 1567 cfm Actual air flow Air flow factor 0.025 cfm/Btuh Air flow factor Static pressure 0 in H2O Static pressure Space thermostat toad sensible heat ratio 16 SEER 32900 Btuh 14100 Stuh 47000 Stuh 1567 cfm 0.046 cfm/Btuh 0 in H2O 0.68 ROOM NAME Area (W) Htg load (Stuh) Gig load (Btuh) Htg AVF Wm) Clg AVF Win) owners bd(sittig 520 24384 15919 612 732 his wic 117 2763 331 69 15 her wic 117 2763 331 69 15 owners bath 252 10388 3941 261 181 toilet 51 876 266 22 12 bdrm 2 224 8401 4446 211 204 wic 42 868 258 22 12 storage 91 2419 598 61 27 laudry 130 3625 490 91 23 h II 455 r-nn"i a 751i 149 345 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ri htsoW 2017-Nov-2014:41:34 Right-Sufte® universal 2M 1 OAB RSU12886 Page 1 ...iteDepotlDocuments%Wrightsoft HVACIFRASER Imp Catc = MJa Front Door faces: N Entire House 1699 62412 34091 1567 1567 Other equip loads 0 0 Equip. @ 0.95 RSM 32386 Latent cooling 15872 rr�rwn Senn c11A4-1 Aa'3eQ 4t97 4Mr-17 Calculations approvers by ACCA to meet all requirements of Manual. J 8th Ed. +"c::. 1R ri htSOft 2017-Nov-20 14:41:34 ,„" Righ!•Suite# Uruyersa12015 15.0.18 RSU12afl8 page 2 ...IceDepotmocunlenwWrigntsoft HVAMFRASER 3.rup Caic - MA Front Doorfaces. N I- wrightsoft• Right-JO Worksheet Ent rse House .lob: Date: Nov 20, 2017 BY: 1 Room name Entire House owners bdfsiWg 2 Exposed wall 1453.0 ft 520.0 It 3 Room heightheaucool 11.0 ft 11.0 4 Room dimensions 26.0 x 200 ft 5 Room area 1699.0 fir 520.0 1`12 Ty Construction U-value Or HTM Area (ftr Load Area (It2j Wad number (B(uW--F) {Btuhltt') or perimeter (11) (Btuh) ct perimter (ft) (61uh) Heat God Gross NlPIS Heat cool Gross N1P1S Heat Cod 6 1311-5ocs 0.126 n 3.50 222 418 380 .1330 846 242 242 647 5W t—G 1A-clom 1.270 n 35.66 34.77 38 0 1351 1321 0 0 0 0 W 13A-500's 0,125 a 3.50 2.22 275 246 850 645 0 0 0 0 (—G 1A Glom 1,270 a 35.56 91.12 30 a 1067 2734 0 0 0 0 11 l6V 13A-SOcs 0,125 s 0.00 moo 0 a 0 0 0 0 0 0 1--G IA-elom 1.270 s 0.00 0.00 0 a 0 0 0 0 0 0 13A-50cs 0.126 w 3.60 2.22 352 220 770 469 264 170 595 378 t--G 1A•clom 1.270 w 35.58 91.12 132 0 4694 12028 94 0 3343 8565 P 128.0sw 0.097 272 1.57 297 297 807 467 0 0 0 a G 16D-30td 0.032 0.90 1.04 1699 1699 1522 1767 5200 520 468 541 F 22A40 0.989 27.69 o.oa 1699 1453 402W 0 620 5W 14400 0 6 c) AED excursion 3567 2901 Envelope lossfgain 62635 23863 19850 12923 12 a tnfiftration 9777 5238 4734 2536 b) Room ventilation a 0 0 a 13 Internal gains: Occupants 230 13 2990 2 460 Applianceslother 2000 0 Subtotal (fines 6 to 13) 62412 34091 24384 15919 Less external load 0 0 a 0 Less trap W 0 0 0 0 Redmuwuwn 0 0 a 0 14 Subtotal 62412 34091 243M 16919 15 Duct bads 0-h 0% 0 0 4M D°In 01 0 Total rmn load 62412 34091 24384 15919 Air required (cfm) 1 1 1567 1567 612 732 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -ff-f- wrightsof , ' 2017-Nov20 14:40A Rlght-Suite,9 Universal 2015 15.0. t8 RSU12886 Page 1 ... iceDepotlDocuments Wrightsoft HUACIFRASER 3.rup Cale - MJ8 Front Door laces: N Q ;1 A W I ;a by�WN ��pp ttpp > On o 9 o �o op-�G-hog--o y�o '90htVOtNi�OoiovNiOVNi �y �IoO�bi Ccnr woo"cur�uwu,tt`WnnP p) W 4-0N'ai �i $ C 4 C" 00 o -4-4000aQ oaoa � O G Z � � Ot •+YO 00000o00 Q O� x pvy dG1 p� OWObO QQ�� W by pp��X 47 fOA600000000 �� W O O1j OjOPO j GO OO � � O�oOOOOOOQO 2 �" yy Cn •V 0000o000o � y '� C �� X O tOD 41 o b00 W OQ W tJ1000000000 fll AOOO •+ 00. OO + ON C.000OQCOO 1 O � 0 CD CD wrightsoft' Right-JO Worksheet Entire House Job: Date: Nov 20, 2017 By: i Room name owners bath tojfel 2 Exposed wag 180.0 ft 30.0 ft 3 Room height 11.0 ft heat/cool 11.0 R heat/cool 4 Room dimensions 18.0 x 14.0 ft 6.0 x 8.5 ft 5 Room area 252.0 IF 51.0 fir Ty Construction U-value Or HTM Area (ftj Load Area • (ftj Load number (gtutdffmn (t3tufU115 or perimeter (10 (Btuh) or perimeter (ft) (etuh) Heat Cool Gross N/PIS Heat Cool Gross N/PIS Heat Cool 6 tW m4ocs 0.126 n 150 2.22 170 138 483 307 0 0 0 0 i--G IA -Worn 1.270 n 35.56 34.77 38 0 1351 1321 0 0 0 0 Vt/ 13A-5ocs 0.125 a 3.50 2-22 132 132 462 294 0 0 0 0 L--G IA-ctom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 D 11 bpf 13A-5ocs (1125 s 0.00 0.00 0 D 0 0 0 0 0 0 1—C 0,040m 1.270 s 0100 0.00 0 0 0 0 0 0 0 0 1N 13A-5oc4 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 t—C to-Wom 1.2T0 w 35.56 91.12 0 0 0 D 0 0 0 0 P 128-0sty (X097 - Z72 1.57 0 0 0 0 0 0 0 a C 16D-30td 0.082 0.90 mX 252 252 226 262 51 51 40 53 F 22Mpl 0.989 - 27.69 0.00 252 180 4985 0 51 30 831 0 6 c) AEO excursion •247 -17 Envelope bss/gatn 7507 1937 876 36 12 a) Infiltration 2882 1544 0 0 t1} Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 2 460 1 230 App4bnC,--slother 0 0 Subtotal pines 6 to 13) 10388 3941 876 266 Less external bad 0 0 0 0 Lass transfer 0 0 0 0 RediisirWOW 0 0 0 0 14 Subtotal 10388 3941 876 266 '151 Duct loads -W/o 0% 0 0 -0:6 0% 0 0 Total room kmd 1C388 3941 876 266 Air. required(elm) M. jail 1 22 12 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Ff " wrightsaft- 2017-Nov-2G 14AL1 ,BCC k Right-Su"Universal 2015 15.0.18 RSU12886 Page 3 ...IceDepohDocumentslWrightsoft HVACIFRASER 3.rup Cate = MJ8 Front poor faces: N -FF wrightsoft- Righ#-JO Worksheet Entire Howe .lab: Date: Nov 20, 2017 By: 1 Room name bdrm 2 wic 2 Exposed wall Iwo ft 30.0 ft 3 Room height 11.0 ft heat/cod 11.0 ft heatlead 4 Room dimensions 14.0 x 16,0 ft 6.0 x 7A ft 5 Room area 224.0 IP 42.0 fV Ty ConstAzilion U-value Or HTM Area: (ft') toad Area (ft) Load number I (Btutrlftk'F) (etuttM or perimeter (R) (Btuh) or perimeter (ft) (ptuh) Heat Cod Gross NIPIS Heat Coot Gross NIP/S Heat Cool 6 V)1 13A-saes 0,125 n 3.60 Z22 0 0 0 0 0 0 0 0 _ t—G 1A-ctom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 13A-Sobs 0.126 a 3.50 Z22 143 113 396 251 0 0 0 0 T—G to-clom 1.270 a 35.56 91.12 36 0 1067 2734 0 0 0 0 11 1W 13A-S= 0.125 s 0.00 0.00 0 0 0 0 0 0 0 0 �--C to-ctom 1-270 s 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-Saes 0.125 w 3.50 Z22 0 0 0 0 0 0 0 0 —{3 IA-clom 1,270 w 35.50 91.12 0 0 0 0 0 0 0 0 P 128-Mw 0.097 - 2.72 1.67 0 0 0 0 0 0 0 a C 10FY30fd 0.032 - MOD.. 1.04 224 224 201 233 42 42 38 44 F 22A-to 0.969 - 27.69 0,00 224 195 5400 0 42 30 a31 0 6 c) AED excurston 51 -16 Envelope bsslgaln 7063 3M am 28 12 a) Infiltration 1338 717 0 0 b) Room venflfation 0 0 0 0 13 Internal gains: Occupants Q 230 2 466 1 230 Appfiancestottw 0 0 Subtotal. (ales 6 to 13) 8401 4440 emw 256 Less external load 0 0 0 0 Les$ ttan$(e 0 0 0 0 0 0 14 RedlstribWon Subtotal 0 8401• 0 4446 668 258 15 Duct toads -001a 0% 01 0 -0% OIA 0 0 Total room bad 8401 4440 888 258 Air required (cfrn) 211 204 22 12 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. `1 wrightscati` 2017-Nov-2014:41:34 00 Right-SU4Universal 2015 16.0,18 RSU12886 Page 4 ...lceOepaWocuments%IArightsoft HUAC\FRASER 3..rup Calc = M38 Front Door faces; N ci -60 7 fl 44 W o Q) V T, OOOOOOOOi� O t0 O QO l 0 �' C9 o00stb En O OO000ao 0)tp to oo OOO�(�npO 1(�Ar- A O O X �: oaooanoo�s��. a, c- a bGoo oo00m0tt''11R Q O O �p Q OOOOQ00 40f0 00 CEO OD oocE0 4� h. N V � oon000na�vQ p� oo rn 000wo o1m M1 T 5 0 O X N� o _ r v t0 00000000 WO Qr� ,` $ NYC r� II. Z OOOO OOOOWO�� p O O O €1rzpw88F E� 38 CJeJ�OI]1:je=e=G 5� G.-c.=Oro-.-tS Ci Gi 'tC m 04 Cdd�QQ1'4j 11 m(Q'QQi T r YP^ f�VV wa W�_` In s=aou u w mo rn' Zmo F-¢ sN- .�- ;10 - wrighisofk' Rig ht-M INortcsheet Enfire House Job: Date: Nov 20, 2017 By: 1 Room name nail 2 Exposed wall 124.0 ft 3 Room het�fli 11.0 it t*wcoot 4 Room dimensions 5.0 x 31.0 ft 5 Room area 156.0 11' Ty Construction U•value Or HTFA Area (fi) Load Area Load number (Stuivft;-°F) (atuhift� I or perimeter (ft) (8it 1) or perimeter Heat Coot Gross NIPIS Heat Coot Gross NIPIS Heat Coot g Y}1 13A-5oas 0,125 n 3.50 Z22 0 0 0 0 . L--G 1A-C1an 1.270 n 35.56 34.77 0 0 0 0 t?! 13A-5ocs 0,125 a 3.50 2.22 0 0 0 0 L—G IA-ciom 1.270 a 35,56 91,12 0 0 0 0 11 W 13A•5ocs (.125 s 0.00 0.00 0 0 0 0 —{ 1Aa1om 1.270 s (1.00 0.00 0 0 0 0 y! 13A-5ocs 0.125 W 3,50 2,22 88 50 175 111 T--G IA-ciom 1.270 w 35,56 91.12 38 0 1351 3463 P 12B-0swv 0.097 - 172 1.57 0 0 0 0 C 180-30td 0.032 0.90 1.04 155 155 139 161 F 22A4# 0.089 - 27.69 0,00 155 124 3434 0 6 C) AED exCUrsion 1105 Envetope.losslgain 5090 4840 12 a) in0liration 823 441 b) Room ventilation 0 0 13 Internal gains: Occupants Q 230 1 Appliancestotfier ZtltlO Subtotal (tines 6 to 13) 5922 7511 Less external load 0 0 0 0 Less transfer 0 0 Redrstdbution 14 Subtotal 5922 7511 15 Duct toads 0% 0% 0 0 Twat «cam load 5922 7511 AK required (cfm) 149 345 r `1a wrigt>> saf Right-SulteO Universal 2015 15.0.18 RSU12M ,,.rceDepollDocumentsiWrtghtoart HUACtFRASER 3,rup Calc = MJB Front D= (aces: 2017-Nov-20 14:41:34 Page 6 - - wrightsoft- Project Summary Entire Howe For: FRASER Notes: ZONE 4 Job. Date: Nov 20, 2017 By: Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outsidedb 42 OF Inside db OF Outside db pest db 90 OF 75 F OF Design TD 28 15 L Daily range. Relative humidity 50 % Moisture difference 61 gr/lb Heating Summary Structure 8837 Btuh Ducts u Central vent (0 cfm) 0 Btuh Humidification 0 Stuh Piping 0 Btuh Equipment load 8837 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatingg Cootingg Area (ftz 602 602 Volume ()ft') 6625 6625 Air chapges/hour 1.36 1.36 Equiv. AVF (cfm) 150 150 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 80 AFUE 0 Btuh 0 Btuh 0 400 cfm 0.045 cfm/Btuh 0 in H2O Sensible Cooling Equipment Load Sizing Structure 8538 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Stuh Use manufacturer's data n Ratelswing multiplier 0.95 Equipment sensible load 8111 Btuh Latent Cooling Equipment Load Sizing Structure 6266 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 6266 Btuh Equipment total load 11961 Btuh Req. total capacity at 0.70 SHR. 1.0 ton Cooling Equipment Summary Make Enviroair Trade Cond ZHB18D00 Coil AHRI ref Efficiency 12.0 EER, 16 SEER Sensible cooling 8400 Btuh Latent cooling 3600 Btuh . Total cooling 12000 Btuh Actual air flow 400 cfm Air flow factor 0.047 cfmBtuh Static pressure 0 in H2O Load sensible heat ratio 0.58 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wt 1 � — 2017-Nov-20 14A1.63 r�tvl'1 g fV Right-SuiteO Universal 2015 15,0.18 RSU12886 Page i jceDeponDccumentskW fthtsoft HVACIFRASER Crup Caic = MIS Front Door faces: N - - wrightsoft, Load Short Form Entire House For: FRASER Job: Date: Nov 20, 2017 By: Htg CIg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%Q) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Trade Model AHRi ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 80 AFUE 0 Btuh 0 Btuh 0 OF 400 cfm 0.045 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Enviroair Trade Cond ZHB18D00 Coil AHRI ref Efficiency 12.0 EER, 16 SEER Sensible cooling 8400 Btuh Latent cooling 3600 Btuh Total cooling 12000 Btuti Actual air flaw 400 cfm Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.58 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (W) (Btuh) (Btuh) (cfm) (cfm) garage 602 8837 8538 400 400 Entire House 602 8837 8538 400 400 Other equip loads 0 0 Equip. @ 0.95 RSM 8111 Latent cooling 6266 Tl1TA 1 C, 4 A15" AAA AAA Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Nov-20 14:41:53 wrightsoft' Right-$uite0 universal 2015 15.0.18 RSU 12885 page 1 Zvi..,ceDepotlDoeurrleMslWrightsoft HVACiFRASER 4,rup Calc =MJ8 Front Door faces; N - + wilightsoft- Right-M) Worksheet Entire House Jab: Elate: Nov 20, 2017 E3y: 1 Room name Entire House 642.0 fY garage 6020 tt 8 ROOM wit 11.0 Ft 11,0 it heat/cool 4 Room dmeW*m 24.1 x 250 it 5 Room area 602.3 R2 602.3 ft= Ty Construction U-value Or HTM Area (in Load Area Load number I (BtuhNt,°F) (Btuwft2) or perimeter (it) Pull) or perimeter (ft) (Biuh) Heat Cod . Gross N/PFS Heat Cool Gross. N!F!S Heat Cool 6 %f13A'Tors 0.125 n 3,50 222 242 222 777 494 242 222 777 494 _ IA-ctom 1.270 n 35.56 34.77 20 0 711 695 20 0 711 so W W 13A•5ocs 13A-6= 0,125 D.125 a s 0.00 3.50 0.00 2.22 0 242 0 242 0 847 0 538 0 242 0 242 0 847 0 535 11 1Vf! �—G 13A-5ocs 0.125 1.270 w 3.50 35.55 222 91,12 264 30 234 819 1087 521 2734 264 30 234 0 819 1067 521 2734 IA-clom w .0 61 c) AED excursion 108 i 1083 Envelope IoSS/9ain 4221 6065 4221 6065 12 a) Infritration 4616 2473 4616 2473 b) Room ventilation 0 0 0 0 13 Internal gains: Q 230 0 0 00 AOccupants ppfother 00 Subtotal (fines 6 to 13) 8837 awl 8837 8538 Less external load • 0 0 0 D Less transfer 0 0 0 0 0 0 14 Rer%stnbution Sublotal 0 8837 0 am 8837 am 15 Duct toads 0% Q°lo 0 0 -WA WA 0 0 Total room load 8837 am 8837 am Air required (cfm) d00 400 400 400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigi,ctsofr 2017-Nov-2014:41:53 ARight-Suitecr Universal 2015 15.0.18 RSU128W Page 1 ...ieeDepot0muments%Wrights0lt HUAC%FRASER 4.rup Ca(a = MJB Front Door faces: N KELLY t KELLY ARCHITECTS RESIDENTIAL AND COMMERCIAL ARCHITECTURE SINCE 1980 REG.# 8341 July 1, 2018v 3o;D St. Lucie County Bui Iding Department 2300 Virginia Avenue ST;,�p, Ft. Pierce, Florida 34982 -- - -- g, RE: Fraser Residence - Renovation 1526 N.W. Buttonbush Circle Palm City, Florida 34990 Permit Number: 1802-0553 Dear Sir or Madam, The owner has elected to install vinyl windows in lieu of the aluminum windows indicated on approved plans. The following revision are reflected on the attached plans: Sheet #1: • General Notes - revised to vinyl windows. • Revised 2017 Florida Building Code Edition on the Wind Load Information table. Sheet #2: • The owner has requested removal of octagonal window at Owner's Bath shower. Sheet #3: • The owner has requested removal of octagonal window at Owner's Bath shower. • The man door at proposed Garage has been revised to a vinyl French door. Sheet #4: • The owner_ has requested removal of octagonal shower. • Revised Window Detail to vinyl. Sheet #6: • The owner has requested remftyfyal shower. �_ ,_.Y _�_... 6 Bath IIS S.W. SIXTH STREET * STUART, FLORIDA 34594 * (112) 283-3492 WWW. KELLYANDKELLYARCHITECTS. COM Fraser Residence - Renovation Permit Number: 1802-0553 July 1, 2018 Sheet #7: • The owner has requested removal of octagonal window at Owner's Bath shower. Sheet #8: • The owner has requested removal of octagonal window at Owner's Bath shower. Please also find attached revised Energy & HVAC calculations to reflect the window revision. New Product Review Affidavit and product approval documents are included to reflect products to be installed. Certified by,. Kelly &'liy m AP, 64 �, w12, � o Gary Architect Reg. #8341 Page 2 of 2 MIAMI-DADS ' AIL MI-1 twE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND .ECONOMIC RESOURCES (.RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwwaniamidade.;ov/economy PGT Industries, Inc. 1070 TechnologyDiive 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 (AIJ). This NOA shall not be valid after the expiration date stated below. 'Ihe Miami -Dade County Product Control Section (In Miami Dade County) and/or the Alit (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assumce 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 Miatni-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 "SH-5500" PVC Single flung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.11-1CD-SH5500-01 titled "Single Hung Window Installation - LM", sheets I through 13 of 1.3, dated 05/.15/15, with revision B dated 06/06/17, prepared by manufacturer., signed and sealed by Anthony 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 and. Small Missile Itupact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's naive or logo, city, state, modeb'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 N*OA. will occur after the expiration date or if there has been a revision or change in the materials, use, -and/or manufacture of the product or process. Misuse of this NOA. as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEIVIF.,NT: 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. r�`",� �AJ�.;1• a aJ INSPECTION: A copy of this entire NOA shall be provid ., . ae u Ie lF c r a r its distributors and shall be available for inspection at the job site att ee tf,i'.; This NOA revises .NOA# 1.6-07.1.4.03 and consists of this page I fi r�, e Id4,'n � 1' a es E- as approval document mentioned above.;I`� !° The submitted documentation was reviewed by Manuel Perez, E N� .'.N,: " r NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 Page I File Cope PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-05.1.9.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06,117, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS .1. Test .reports on: 1.) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201.-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC :fixed. window and an aluminum sliding glass door. using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer' NXTThr spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing .Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/ 16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714 03) 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung Nvindow, prepared by Fenestration Testing Laboratory, Inc., Test-Report'No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under 1V0.4 No. 15-0519.05) 3. Test .reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. .FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under 1VOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5111 Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, sigmed and sealed by Anthony Lynn Miller, RE, (,Submitted under NOA No. 15- 9.05 ...._ Manuel erez P.E. '- Product Contro Ex lner NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE.,: EVIDENCE SLUM 1ITTED C. CALCULATIONS (coNun%D) 2. Glazing complies with A.STM E.1.300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol7 Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/1.9. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, .Inc. for their "SentryGlasm3 (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10117, expiring on 02/28/18. 4. Notice of Acceptance No. 1.6-07.12.04 issued to ENERGI Fenestration Solutions USA, Inc. for their `Bronze and .Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No.16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 6" Edition (2017), dated June 22, 2017, issued by manufacturer, signed and seated by Anthony Lynn Miller., P.E. 2. 'Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted trader tNTOA .No. 1 S-©519.05) 4. Proposal No. 16-01.25 issued by the Product Control Section, dated March 09, 2016, .signed by Ishaq Chanda, P.E. (Submitted under previoars NOA Xo. 16--0714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03, .issued to .PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and eaTiring on. 07/30/20. N1anVpre l'.E. Product Coucner NOA N30.05 Expiration Date: July 30, 2020 Approvai Date: November 30, 2017 E - 2 FANGKU.TRF RAnaS DLARP I:1&1.•8'MAX. O.C. �L 5MAX SUCK WDTN 1C1w.N(BIN.-\ 1Y MAX. FROM .. T-0RALL-r.'-r.`>'•'':—�.'9E'•, �FRAV�E'SEAM n3vIg__�.I .. W TYPES: f, ���.' SEE I�aWQ O.G; u � S ET3 -) �......� •. B, SEE 31I'MAX OC- „-� 11-MAX. S'HEET31 SNftT3 ....... j �_- LIGHT WIOAN� ASEE E731 I ,I Z. MAX. i I FIXED EQUALLY "fl " I ;, VISIBLE 117-hff I.M.O.C. SPAFEDJ 1 f' LIGHT EOUALLY�- i f/ i ANCHORS PER) I . HEIGHT SPACED! TI.OLES U11 f TAl14E^u 9•It1 ! O 11 I1 1 Or BUA CCK -' -'1 .. HEIGHT r � -HIVE I EDU.uIYi , j13.31J MAX O.C. EIXIALLYI SASH I ,�jl• SPACED' 1 J :"!i : !, - t SPACI . VISIBLE ANCIXXt31'ER� �' • •-• .. a AhL-NDASFTR J/ LIGHT TA4tb50.11 ' f: ...- , TA3lES n111 j i HEIGHT _.A L S T II - IY MNf. 1Y AWL. 6HFET d i e, SEE _ .....i..._ A. SELF .... 17,7iIr MAXOC, I SHEETS! ' EQUALLY ....-!. ' 91.78' SPACEDl MAY AW>IORS PER BUCK TABLESYiIl HEIGHT 1T-A'AX.O.C. j 13.V4'AWL D.C. ILY EOIiA! -A ••• pMrr PEN i TABLE3LE S?I I - 6'2 UAX 11-TnTr ~~ ANCHORAGEEXAY+LE MA%. O.C.,,w-,:_—., ,, '� FORARCII.IDP �HEADFIT IaIM.[pq AL %J'�- • � �W WOOW TYPE91 III FRAME SEAM 0. SEE JJ 4 SM�T4 30 )IA%.O C,--;- 12'MM C.SET VARIES PER REINFORCEMENT 1 LARGE&SAIALL MISSILE LEVEL, SEE SHEETS 6.7 IMPACTRESSTAlT ) HEED ! 17-7WMAX.D.C.! O or MAX. X t i ) p HFJ(7HT i ! .- .-_L.-L u4)4'MAX.O.c. _. �?- _.......... SEE -- r If : A Baa nU Arv�nU�uwl au 1 LILY.. nnv:.n.u....,u. t' U�.:.._.._ II SEESwT:EP. o �.(. _ .._.., SEE Su WEEP. B —.. _,_._ ! SASH VISIPAE ! SEESLLIEEP- 54-WOLOUCKWIDTH + `'. NOTCHOETALS. -.- 54'U1A7t. BUCK K9DTH �I \_. NDDCHIX7TAL5. '- UGITV&OTH ' •..• NOTCH OETA49, SHE"3 SHEET3 SNEET3 ELEVATION FOR TIP. FLANGE FRAME. ELEVATION_FOR,TYP. ,LEQUAL LEG FRAME ELEVATION FOR TYP._FLANGE,FRAME_ SHOWN WITH STANDARD COTTAGE CONFIGURATION ..__' ... ..__. _...._.............. SHOWNWITHEOUAL-ARE CONFIGURATION S_JW y_ 7tl,ORIELlPROVIEW.CONFIGURATION EDW CiJSTOMcoT7AGE coNFlciii+aT;oN yr ro ��---'--- T$'lIEIGHT SEE?A1LE 4-11 GENERAL NOTES: SERIES 55U0IMPACT RESISTANT SINGLE HUNG WINDOW. 1) THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH TMF REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRIGIA£ZONE fmm. 2j SHUTTERS ARE NOT REQUIRED WHEN USED IN V&A'D-DORNE DEORIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30IN THE NVH4 THE OUTBOARD LITE (CAP) MUST'1T1!"F.REO. 31 FOR MASONRY APPLICATIONS IN MIAAY-0ADE CWN:Y. USE ONLY AYMtI-0ADE COUNTY APPROVED NR60NRY ANCHOR6. MATERMIS U6E0 TOR ANCHOR FVAI.LA'IONS WERESOVTHERN PINE ASTM COB CONCRETE MASONRY UNITS AND CONCRETE WITH MIN, KSI PER ANCHORTYPE. 4) ALL WOOD BUCKS LESS THAN 1-112- THICKARE TO 9E CONSLERED 1X,NSTAWTIONS. 1X WOUtl BVCI(S ARE OPTIONPL R UNTIS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 1X ARE 14,7' THICK OR GREATER. IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPCRLYIPANSFER LOADS TO THE STRUCTURE. WOOD OUCKDE61Gp AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER (EOR)OR ARCHRECTOF RECORD, (AOR) G)AICHOR EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. COST. ANCHORS SHOULD DE SEALED. OVERALL SEALING'[LASH WG STRATEGYFOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY DDIFJIS AND IS BEYOND WE SCOPE OF THESE INSTRUCTIONS. 6) ,14- AWL SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION VAIERE THE PRODUCT 0 NOT FLUSH 10 THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 71 DESIGN PRESSURES A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS P°P AS TM .1330. B. POSITIVE. DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM EI30U. G DESIGN LOADS ARE BASED ON ALLOWAS.E STRESS DESIGN, ASQ. 8I THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W9NTIMADS CORRESPONDINGTO THE REOUIeL-'D DESIGN PRESSURE. TNE37.1.8^. STAES61NCREASE NAB NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATIO OF ANCHORS INTO WOOD ANCHORSTRAT COME INTO CONTACT MTN OTHER DISSIMILAR MATERIALS SHALL MELT THE REQUIREMENTS OF THE FLOWDABUILDING CODE FOR OORROSON RESISTANCE. 9) METALSUSSTRATE TO MEET MAIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY WALING JlasoICTION. 10) REFERENCES: TEST REPORTS FTL-7964 6 7966: FLCO 11LTRACON NOAL- ELCO CRETEFLEX NOA ELCO ACC-REGATORNOA ENERW VANDOW AID DOORPROFUS• LTD V6 ITE & BItONZEAI(iNIER SHADES OF CAP COATED PVC EXTRUSION NOAS: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRuari . ANSVAF&PA NDS a ALUMINUM I ANUAL 11) APPLICABLE EGRESS REOUIREMENTS TO BE REMEWED BY BUILDING OFFICIAL YYA Y LYMV '/' USERINSTRUCTIONS:45 ��4�ONGEH 110ETERMINETHESITESPEC!FIC. NVJDOYVOPENINC'S ,QE$1('N, IP_RESSUR REQWREMENTFROMASCE7. •• L NO. 58706 21 DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. �#•; -RX 3) KNOWING YOUR GLAZING OPTION TABLE I), WINDOWCCNFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4.8. IT MUST EQUAL OR EXCEED THE. DESIGN PRESSURE REQUIREMENT FOR THE W WOOVI '9� , I--f _ T07p TECHNOI-GOY DRNE OPENING OSTAINCD IN STEP I, 7': III N. VENICE, FL 74Z78 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 0-11.VIEW YTHE ANCHOR)SUDSTRATE WILL MEET REQUIREMENTS FOR �O•'• TE `!(A` YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM 1.3 SHST.SET ARE MET. � '•.•ALORICP.•; (BHj46D1600 5) INSTALL AS PER SHEET 3 FOR THRU+RARE INSTAI-LADON OR SKEET 4 FOR INTEGRAL FIN INSTALLATION. �s$/Q.,"•�N(7 NOTE:OESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FWME TYPES(Jt?1ANA'EL.FWIGE• A. LYMI I/!L wEI ,F.. AIL HRESEaYca INITGRAL FIN OR EQUAL LEGMOXL PC[K7p5 I CGRT.OFAvrKw928s 52 I L' MAX, BUCK WIDTH SEESHEETS 1 !-- S&P 1 .....:x. 1 '—:,s.�--n .... M 1 L! i J,L Jl: G_' D84* UCK 6a.L ........... HEIGHT AsSHOWN ..I MAX.) I JI! C I j � ! ! i -�-i �:. sEEsaLwEEP� ELEVATION FOR TYP, FIN OR J-CHANNEL FRAME SHOWN_WITH EQUAL LRE CONFIGURATION. &NCqpRgp_LqRWqtj THE NAIL -FIN j51M!LAft ANCHOR DIMENSIONS FOR QT1;R-CC NFIGURATIONSj, GENERAL NOTES- ..._.-._.-, .._.-_,___ 1 ELEVATIONS....__......................__-..__...._p.:, 1 FRA3E. GLASS A ANCHOR OPTIMS__._...-,_ 2 INSTALLATION, FLANGE & EQUAL IEG•BOX_- 3 INSTALLATION, INTEGRAL FIN& J-CNPNNE'_, 4 6-7 ANCHOR QUAMTIES.__,.._. .,_... ...__. e-10 EXTRUSION PROFILES - ASSEMBLY 6 PARTS UST ..............._-...__.._.. 1Z-13 ES ISTAYDAROS USED: 17 FLORIDA BUILDING CODE (FOC). GTH EDITION 14 FLORIDA BUILDING CODE (FOCy SDI EDITION TM E1300-09 ISVAF6PA NDS-2015 FOR WOOD CONSTRUCTION M164UM DESIGN MANUAL AD"15 St SIEO-12 SC 360-10 UPDATED TO FBC 2017. - JR - 06/06/17 3ENERAL NOTES & ELEVATION PDSAHRT REVISED NuP'dAS�;Y:d:AH'A.LeA llity. L:ale: 1/' f'•/f J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 1 SH-5500 I NTS 1 1 OF 13 Ore..K Type Description (Listed from Exterior to Interi Desig Tableor) ebb. t Prewure Sheenf 5 716' Lemilstod I.O.: Ur A E.ledre, Cap 7116' At, Space a Sib' Lamlluted: (2) liter of 118' A Or.. wM.097 PV81ntedaye, 4.5 6 e 718'LanSatod l.G.Ire'TE.W.-Cap s 7116* Air Space r 5117 l.arrdnafed:(2)Lilco of 11W A Glass with.000' PV8 MUnNyor e,6 6 I 77B' LarodcanAd LG, Y16' A Edertor Cap a 3W All Space • 6rt6' L-9.1 ; (2) Ulse of 118' A Glass wilh.090' PVB lntedaye, 4,6 I 6 a 7'8' Lamiruled LG_ YIB' T Exterior Cap a 1W Air Space • 5/1W Lamilutod; ell Ursa of if7 A Glass Mlh 097 PVR Wedayor 4,6 6 9 7.V Laminated I.G.: 118' A Enlenor Cap 4 T/17 Air Space • 111i Laminated: a) Uses of 1/7 H Gus Mth .097 SG lawdayer 7 1 7 10 717 L.,rj fed LG.: US' T E.tedar Cap • 7116' At, Space • 11T Lumnaled: (2)Life. of 1/8' H Gtau wif AT SO kal-daysr 1 1 7 11 718' LaMnaled LC.: 117 A Exledot Cop a We' Air Sp ea • 5/17 Laminated; (2) Utea of 11W H Glass Win .090, SG Utedayer 7 7 12 ?IWLamMatod LG.:Y1d-TEaWnol Caps 17 AM5ivu:Y18'Lanfratod;Q)Ulea oft/7 HG6sa with .0875G WeMye, 7 7 13 7ne' Lemiwlad L0.: 117 A 6ledar CaP SIf6' Ah Space • T/17 Umllsisd; R) Urns o1118 A fdus with .097 SG IrdmdaYet 8 7 M 718' LaMneled l0.; I1S T E,I,i,c Cap • 5/17 Air Spau a 7117 Laminated; (2) Lihe of /16' A 0111, whh .09W SG INedeyer 8 7 15 7/7larNmled LG.: Yt6' A Ealeda, Cap a 1IP Air S Wca • 7118 Lamiuled; R) Utas of YtC A Giese wiln ,097 SO INadayor 7 7 16 718' Lomino 1.G : Yl7 TExlerorCap . 114' AB Space • 7118' Lartyrated; (2) Utoe oTY10' A Glass wdh .OBO' SO Mmloyal 7 J Group Mchor SUbarate, Mi.. Edge Dletarres Min. Bona ad nr A 010 SMS ,ateel, I" S.S. or410 S.S.) P.T. SoutOom Few, (Stu=O. ) 7116' _ _ 1-3/7 Steel, A38' 3/8' a 05V Steel StUd, A653 GC 37 3/7 0.0451' (te Ga.) Aluminum, 606345' 3/8' 0.050' 31/8' steel Ultrecon P.T. Southern Pine (SG=0.55) 7116' 1J18' Conemto(min.2.85ksi) 1- I-W Ungrouled CMU, (ASTM C-90) 2.1/2' . 1.114' g SI4S 012 S.S. (Steel, I.SUI eel, SS.) P.T. S.Ahem Pine (SG0.55) 9117 1-3/8' Steel, A36' 318, 0.050' 3' Steel Stud, A053 Or. 30451' 718' 0. (18 Ga.) um Alinum, ..T, Y7 0.063' 1N'steel Umncan P.T. Southern Pine (SG=0.55) 1' 1a17 V4' steel CteteOex P.T. Sanhem Pine (SG=0.55) 1' 11a/8' 1/4'slael Aggre-Galor P.T. Sowhan Pine (SG-0.55) 1' 1_2187 C 1f4' steel Uurecon Commit. (min. 2.05 ter) Ungrouted CMU, (ASTM C-UG) 2.1/2' 1-1/4' 114' steel Cretsfol Crincmtn (rrdn, 3.35 ksi) 1' taf4- 1/4'stealUltracon eereste(min, 2.85 ksi) 2-1/2' l_v4' D 1W steel CM0,11" L omor le, (Main. 3.35 kal) T-1/2' ta/a• UngWodCMU, (ASTM O90) 2.177 1.1/4' Aggre-0ator 1/4, .1-1 C-Tita min. 3.775 1011 Gmasd CMU, (ASTM C4)O) i-117- ; 7 Grout/ Anchor Suta9rato Min. Edge or- Min. EmbadmanC E 2-if2' x .131- Canmon Nail P.T. SwAhan Pee (SG=.55) 3187 2.7115' 2-1FP Ring -shank Roci g Nag P.T. ScUdhem Pere (SG=.65) wee 2.7119' F P10 Tnnahead SMS (steel, I" S.S a 410 S.S,) P.T. Scauvem Fire (SG-.55) VT I. Allenivull. 6063-TS' YS' - D.050' Sued Stud. Or. 33' 3f8' 0.04514 (18 Ga.) Steel, A36' 3/8' 0.050' MiZ SMS (stem, I"S.S arc 10 S.S.) P.7. SaAhem Pins (SG=.551 W16' 1.3/B' Naninnnl. 6063-TS• 318' Q063' Slem Stud, Gr. 33' 3'8' 0.067 Sled, A38' 318' 0.050' 'GLASS TYPES 5, N$i7. 9. I I, t3 515 MAY T 8E USED as 'MN OTHE HVHZASOVE 30'. 3 THREADS BEYOND THE METAL SUBSTRATE. -UNGROUTED CMU'VALUE'S MAY BE USED FOR GROUTED CMU APPLICATONS. Fire Cie. Fromm Ft.. Types Options Doling. Shapes Insallaff. Optionsthatmaybo lived (lie Fig et (No Table 11 (soon Fig A) (we Fig G) ...Into 2X Wood Rsne7BucksUp-sheel 3, option 1 Flange (�! 5-IS E4ueWte, Odel(puni w e Collage Sere rdfiecl., An;h-Tup8 Redue-Top 7hreugh the •ante Mthewindo w... ....Into CM etNChiU • sheel 3, option 2 , Ihnouph lABuckeldp Into ConcMdCMU•sham 3. option ,.into MeW -sheet 3 aplion d .••Jnto ZXWood FmoMBecksldp-sheet 3, option Boll E4ud-Lag (54) 5.16 E4ud14e, OddlPra(ew BConoge SquerelRect., Amh-TopB Radue•Tep Througn the fans .1 theweplow..... ....Into ConaetdCMU-stleet3,cption2 .._tN%gh lX Bllckstdp into CoremldCMU-ahem 3, a"3 ....Into Mold • shoal 3, spit. 4 J,ct...d 101) 5-8 E4u014)te, OdellPta low S4oacelRMl., Arch-Tep6 Thrangh the hlo0ret(........ I. _Into 2X Woad F Buckstrip -shoal 4, option 5 ....Into Mad -shed 4, option E College Rcdue-Top Through d hoed....•Into a the ninemr...... 2X Weed Fro 4, -PU sUip -sla'M d, optlon 8 ... into Metal - sheN 4, opllan 6 Integral For �) 5-8 Equd4he, Ode College 6 Cotuge Sgwro7M-L, Aa _Te, Radrua-Top 7lum ith the inle9nel re...... ...into 2X Wood Frame/Buckstdp • sheer 4, option 5 ....into Meld -sham d, option 7 Through the 6atna oilhewindw...... ...into 2XWood FrearldBuchatlip. sheet 4, ap0an6 into Mad -shed d, option v EOUALLI7E ORIEL COTTAf# --`-;SUCK kNDTNI�• ^-r{OUCK s WIDTHS-- 6 T`7. -+iOUCK VADT111-•-- r ` m •K% � N� V N� � ..Y J a: ' RECTANGULAR RADIUS• 01' .L ARGH.TCP .i.. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN ABLOCK MO OFH AVN0 DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOC. SIZE FROM THE TABLES ON SHEETS 8.10. No. 58705 `9' ! •-'77_ Mill. 1070 TECHNOLOGY DRIVE '`�'• 6 IT,•'�� N. VENICE,fL34275 THREADS T TEO 3EYONO THE 'i��S':F40g10P:'G\=�` (�1)d861800 4ETAL/ONAI iUBSTRATF,.. ,,11 r1H'1 ` wiWanY AmSo ALYNb:kiIkR PE 1-ail, JtA7ANNT1 LvrEGJ{�R�{�}�A��L_Ayj'lF-_w� FLANGE BO%OR EQUAL4EG Material Min F, MN. P. Sees- 92 ksi 120 sat I" so- 60 ksi 95 ksi 410Screw 90 ksi 110k.1 Eke Ag,.4W.,& 57list 96"1 Elco McCue 410 SS Elio CleteFla.O 155 ksi 127.4 tell 1776.1 189.7 ksi 606115 Alumi- 16 ksi MIMI A36SIeol 36 ksi 5B 1ai Gt. 33 Steel Slid 33ks1 45 ksi ANCHORS RE -GROUPED. - JR - 06/06/17 W . ANNEALED TI' = HEAT STRENOTHENED T=TEMPERED .P,S* .097TROWFOLePYR BY KU=y Ak1ERH;A INC. 'SG'= .09e-SENTRYGLAS0 INTERLAYER SY KURARAY AMERICA Itic. INMIUT R. ED dTh�a wfa,da PLafdr )7 •1ca:Gta<ti, ..... ..;ar/TAaetm I GLASS/ANCHORS/FRAME OPTIONS I J ROSOWSKI I SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 1 NTS 1 2 OF 13 INSTALLATION DETAILS.FOR..FLANGE_&-EQUAL-LEG/BOX.FRAMES, wsTA LATIoy_oPrloN_2 ANCH) .5 Tf4tOUGH FRA41E INSTALLATION DIRECTLY INTO CONCRETECMU. OPTIONI----.•'d-- EDGE DISTANCE _..— AfMdiORED THROUGH —"-- EMflEOh'IEHT — .................._�. .. r FRAME NT02%WOOD z� _ 1.d•h1AX SH'M IF. "' - — - FRAME OR BUCK6TR'^ =�`' SEE NOTE 2,71116 SHEET. EMBEDMCNT - - j — — > -•118' EDGE rlyi`'.. FIANGE FRAME t — - -- j DISTANCE I `. S11DwN ..---..._,. ,� dd gg YPC IM 519taMAX TYp. gNCHOR TYPE. /^}T)•--�-�' II ?�V":.""""�42�WITHI EMSECMEN SAND •I I! ..._'•7� WEI( \ TYP. ANCHOR TYPE. EDGE _ ' r __._.._.___. EMRF.OLIEM ANDEDGE DISTANCE FER 1')': z ':rr./ �. l___�,� �.iL,/ DISTANCE PER SUBSTRATE, SUBSTRATE. �` %.� INSTALLATION OPTION 3 ANGIORED 1TIk000F1 FRAME PAID IX BUCKSTRIP INTO CONCRETEfCIU. SEE NOTE E. THIS SHEET. �,�.------- .�� EMBEDMENT lll� MAX SHIM SASH VISIBLE ••� CODE , LIGHTYADTH .\� If ll.. I•ca.^•-=-+�. � DISTANCE I .rsrc'-rrc.:az I ..... • i E i i I'. SEE TABLE 2. SHEET 2. EE TABLE L SHEET2. '7i 1 EXTERIOP / 1 ep I I i--- "` FRIED I�` .20i OPT.SA6f1TOP FIANGE 1 "• LIGHT•MOTN ` , EQUAL •• VISIBLE t' �' i1, f 1_/ TUFT PN4 FRAM: i.._.___....__�__.......___...___.... BULR WIDTH ...........---._.__...._._._.......__...._ �..�LEG7)OX LIGHT .. .., vr..__.U._f�+� SHOWN HEIGHT i r 11' ` _'FO'. R NWWr9. NOTES HORIZONTAL. SECTION A,�A FRAME j 4 I-00 � II USE ONLY -__� ' W +' 2i1 CENTER AHDAT SUBSTRATE-APPROPRUITG '^�- I /-1../ ANC HORS USTEDONTADLE2. ' pry __ (�? FOR WIN nW5 AOE APPROVED MUWON FBCC fJ� T.. 4" iOVE_R_B,f+�1M0E: 6HEET 2. FOLLOW EMBEDh1ENTAND COMPLIANT ALUMWUM.STEEL FRAlYHO OR STEEL STUD. 72• 'I�-10 Will ,:—,'�.. .. _. A00 ADDi7iONA1 EDGE DISTANCELI .ANY DMIIY 6E VERTICAL pL HOR120NTAL SEESUSSTRATE PROPERT'F.S.TAB(E7SHEET 2. DIY)./ SCREWS 't0-A:M INSTALLATION OPOON SHOWN hIAY7-...--.t.._.._—_.__......_.___._.....n..._._...._._.. Fl I IL=!Y:, --(d54B d7� BE USED ON ANY SIDE OF THE 1.: (S5 `s' FROM IND. WINDOW Ira•M-VL \ .��.._,.:.....s aQW,.N�..i. .._�. .�.. \ BOISHIM TOTAL /'r '*10 OR 012 STEEL Iw MAX. '•I"u- •:ice' 2 MASONRY ANCHORS MAY BE /' SE R NG \ --� i ..... �SUCK� (�.� .`�Fy�;µI r\16r )FDOIDUIT[ONAI_ USED INTO WOOD AS PER TABLE 2===L-•.,I{' /�— LFd7 RL .....\ j slim TABLE .,J F � M�SCREWSa&Ir v� SMS (CS). SEE .•_ %^Y� I. L: P F SHEET 2. ALL WOOD SUCKS LESS 1' TABLE 2. 85. / 'r— I \ I HOM CN7.•'�- SHEET 2. THAN I-17A'THIDK r61E TD BE IVLGHT I u cnr !NEIGH/ NOTCtIESAT EACH END [ EGUAL-LEG'DOx' F,a:a,.w.�.-ate•^^'— __ FRAIAE SNO'AW .2 x 12s•; - WEEPI/OLEI / 2.Br FROM _' . EACH END.I VERTICAL.,SECTION B-B CONSIDERED IX INSTALLATIONS. 1X i `\ WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO ! i SUBSTRATE. WOOD BUCKS C • I i I• .1'i DEPICTED AS 2XARE 1-IAr THICK USE EITHER OR GREATAS 6 LATCH OR ( nENUELD)SHALLSEDESIC D II -; x--• EQUAL r I S �j Cps\ 651 8J, 1BOTTOM LOCK 7O PROPERLY 7RANSFERLOADSTO FLANGE, j jJjl]" .-�� �t✓•"•: TESTED UNIT THE STRUCTURE. WOOD BUCKt• +TTTTr`"`- - : LEG•BOX iLOCATION:&BIB' DEIGN AND INSTALLATION ISTHE S' FROM SASH END. RCSPONSISILTTY OF THE ENGINEER :1..•y,',% i � j [ � �.:_3N— � 7 FRAME SNO'AM1' ' ORARCHITECTOPRECORD. 4__.r :%"'-""" �--'_f•/�,.' ._.... ...i%r .. _—_... _. _:...t.._ ..... .._.. RIOR •�` S)YISEBLELIGHi WIDTH OR HEIGHT' INSTALLATION I I. INSTALLATION (ALSO REFERRED TOAD DROUGHTOPTION\' OPTION A -�67) OPENING)19 MEASURED FIXOM REDTHR BEADING TO BEADING. ANCHOREDTHROUGH ANCHORED THROUGH VPMAX SIIIAI _ • I I I I I III ri RAMC INTO METAL FRAME IN70 METAL NO ANCHORS �- Q':- - '_(`�-; REOUIRED IN VISIBLE LIGHT FORMULAS .__ ....... N0.58705 FLANGE OIL 'STAT FRAME SILLS @SASH: BUCK WIDTH -&14• 'a RXED UPS. BECK WDTH _a 3,T FAO`., O / (��; '•.ftORID?.•'• HEIGHT (EDUAL•lf�Ej, i �` \?�� G, BUCKHEIdff-1161IS A IYNN LLGER. P E TYP. ANCHOR TYPE, EMBEDMENT ANDEDGE .._' DISTANCE PER EDGE SUBSTRATE' DISTANCE SEE TABLE 2. " SHEET2. J- iD70TECMNOLOGYDRNE FLANGE & EQUAL-LEG/BOX FRAMES I J ROSOWSKI N VENICE, FL 04i75 Lyld. (901)4WIWD : SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NL�NF�` m S'arre./lb�at SI:sL D'�••i'2 Na. Rer: __..__ __..._...W.. SH-5500 NTS 3 OF 13 MD-SH5500-01 B' INSTALLATION DETAILS. FOR INTEGRAL FIN &.J-CHANNEL FRAMES, INSTALLATION OPTIOtJ5 I EMBEDMENT—^--^'- ANCHORED THROUGH INTEGRAL EMBEDMENT —I FWI.YT02XK'OODFRAMEOR K• BUCSTRP.SEENOTE2.THISOil ^^- ,. �: EOGEDISTAYCE { I SHEET. ANDEBGE JCHANNEL : �^hERS [ DISTANCE PER SU STRAT_.SHOWN FRAME=.'..__-._—... [-'.,..-..__-... 1.. SEE TABLE 2. SHEET 2. ! 1i'• : i i i FIXED R I VISIBLE !. LIGHT i (((p ! HEIGHT I � I. ;RSJ� i - BUCK HEIGHT�50-� .�3p1 t SASH E1(TE,RIOR �V15181.1 LIGHT iMFJGHI INTERIOR+ WEEP! E HOTCHESAT !.,.,, EACH END.! \•� �1=�IL,��' ./ •`ti INTEGRAL FIN �1• l^".,...�.T=.A:•.^ FRMIE SHOWN INSTALLATION OPTION 6 ANCHORED THROUGH FRAME VITO 2X WOOD FRAME OR SUCKSTRIP. SEE NOTE 2. THIS SHEET. IA'MAXSHILI BALANCE YPE VARIES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FN INTO 2X Wool) FRAM-Z OR DUCKSTNIP. SEE NOTE 2• THIS SHEET. SASH NS!OLE ', � MAX SHIM + ii..- -I iLf WRH GASH \ EDGF. ! �'1'.1 , Iy �'•• WEIGHT TYP.ANCHORTYPE. DISTANCE,T.__..' ,� "� `307""�-•. , EME1E0MENT AND EDGE ! , 1 i !1: DISTANCE PER SUBSTRATE. .Ii,.' SEE TABLE 3. SHEET 2. ty �I WAIL SHOWN) XTEHI011 B7 --� FIXED WSBLE l ._. OFT. SASH TOP JCHMINEL �' LIGIR WIDTH �.... ice% :LIFT RN: FRAME .. i FOR ALL 1YIN00_.Y$: NOTES: SHOWN RUrKWOTH j^\ IFROMENOANDAT +1DBE�+LY HORIZONTAL_SECTION.C_C !CENTER. SUBSTRATE -APPROPRIATE __,-.�---�-_ ANCHORS LISTED ON TABLES 2 b 3 -L221 !FOR WINDONl6 OF SHEET 2. FOLLOW EMBEDMENT DADE APPROVED MULLION. FSC COMF OVER 38' WEE. 1:1' MN(. ASTALLAEDGE DISTANCE LIIATS.ANV --� ,-+- ANV BE_VERP.CAL OR HORI:OMAL BE _ SCREWS ADDITIONAL BE USED ON ANY SIDE SHOWN MAY SHIM 3 ! - - \' FROM ENO. BE USED ON ANY SIDE OF7xE �T.\ Bar WITH WINDOW. r2� BOTTOM IOCKS: tiSELF-D 2L,14G \ `••,)AD04001TIOWY 21 MASONRY ANCHORS MAY BE •.i• SELF-SELF-0RILLTIO— \ _ \ ! SCREWS 83R• USEO INTO WOOD AS PER TABLE 2. �.... SMS(GSI,SEE \ I FROM EYD. SHEET. 2. Pi1 VN00 BUCKS LESS ! i\� TABLES 281 \ THAN 1.12.OfiCKARE TO BE Y ! -'r-� j SIIEET2. CONSIDERED I%WSTML.\TIONS. I I \ IX0008UCK5 ARE OPTIONAL IF USE EITHER' I UNYYIT IS INSTALLED D!RECTLYTO ,K 1 \ !' „• \ SV6STMWOODTE. 000 RUCKS -1161 � f lATG1(SIIOVIM DEPICTED A52%ARE 1.1rT THICK ' \ \ 1Oft BOTTOM OR GREATER. fX AND 2% DUCKS LOLT(ISHEET 31. •.(Byl Y61EN USED)SHALL BE DESIGNED ! _ TESTED UNIT L i.) ^j FL FIDES NEMOV- TOPROPEHLYTRANSPERLOADS .^�" %. S JjJ'- �...� LOCATION: B-SV TO THE STRUCTURE. V.TXID BUCK AN!N-FIXID c0 1 FROM SASH END. THE DESIGN AND INSTALLATION A710NISENGINEEREEEE RESPONGIRIUTY OF THE ENGINEER INTEGRAL FlN r;L Ca NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN (,_..G<�� I+-- EDGE DISTANCE 7 i I EMBEDMENT i i17 : TYP. ANCHOR TYPE. INTEGRAL \._._ EM8EDM=NT AND EDGE FIN DISTANCEPERSUBSIRATE. FRAME SEE TABLE 3. SHEET 2. SHOWN (NAIL SHOWN) ALUMINUMIST'cELFRAMING OR ETEEL STUD. STRATE PROPERRE5.TAYIF.S 2 b 1 SHEET2. Va• MAX SHIM REQUIRED IN FRAME 3)vIBIBLE ucHr lwon+oRHE1cHT INSTALLATION OWERICIP INSTALLATION BILLSIFANCHORING A_SOREFERREDTOASDAYVGHT 1 OPTION THROUGH FRAME. (' OPTION 7 v IA`hV0( OPENING) IS MEASURED FROM ANCHORED THROUGH M1G10RED THROUGH FRAME INTO METM. 9EADIUG TO BEADING. ,11111111 NTOAIETAL ( ) r-SHlpl li. WTEGRAL FINS (INTEGRAL FVLFLAYGE REMOVED .I_ VISIBLE LIGHT FORMULAS TYP. ANCHOR TYPE. • --^°"'._ =.. EDGE I EMOEONF1rt AND EDGE DIBTANCE PER SUBSTRATE. -__ ... ..__�...__....__ SEE TABLE 3. SHEET2 EMREOW.NT--- (,SCREW SHOWN] INSTALLATION_OPTION 5 VERTICAL SECTION O-D ANCHORED THROUGH IHTE sNAL FIN INT02X WOOD FRAME OR BUCK• STRIP SEE NOTE 2. THIS SHEET. monk OSASH: BUCK WDTH -6-1T FIXED LfTE•. DUCK WIDTH -a-3:8• HEI,CWPjEOUPLUTE) BVCK IIEIOHTr2-3-1S16. ly.: No. 58705 1__1I =v:Q =A��''•. SO 17� W.I. e 1C"a F"Dia�inowvE J CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI low .. ....AL (�T SINGLE HUNG WINDOW INSTALLATION - LM 05/16/15 AY 11 f 1 N I III I s..w/Noam "�_ s4 m: A. LM14 MILLER. P.E. ____ __ •„_, �_ • SH-5500 NTS OF 13 MD-SH5500 01 B 5116- AIA . ...... . .. At P,,B t 1116' RSA.__ Ila_ A no ........... A 11 GLASS. TYPE 5 -7- 7116' AIRSPACE 1/0, T GLASS 5116"A/A PWV8 VIV AIR SPACE — li8'jGLASS­, ............... GLASS LTYPE L6 SG 31V AIR SPACE 3/16"A GLASS--\ GLASS TYPE 11 VI NONLOLASS BITE TYP. GLASS TYPES 9 THROUGH 16 144Y N12T BE USED WFTH.LCHANNELOR WT EG RAL FN FRAMES PE. - 'I. IS THE HVHZ ABOVE 30'. j 2. RiMaM A' - ANNEALED 'K'- HEATSTRENGTHENED TEMPERED'T'o VVE. . OTr(OS[FOLOPIM BY KURAPAY AMZizKA, INC. ,G' -.03W SENTRYGUeDy KURAPAY AMEFUCA. Mr. FOR LAMINATED GLAMNO COMPONENTS. SEE TABLE 1. SHEET I 718- NOM. 5/IS'8tAPVB 3/8'AJR SPACE Y16'A GLASS .... . ....... GLASS TYPE_? 7;r NC W. 5116- " SG 318'AIR SPACE---- 3116" X GLASS GLASS TYPE 12 V, 1/4'AJR SPACE 3116"6 GLASS--. GLASS TYPE 16 ... . . . . .............. N.. 5870 A. LYNN —EK RE la'Norli. 6_ 5/16"A/A PVB 11. AIR SPACE 3/16'TGLASS----,, GLASS TYPE-8 ?IT NOM. 7116-!MA SG 5118'AIR SPACE­ I/8"6GLASS----\ common GLASS TYPE 13 . ................... _ .­4 mrw&L V* 7/16-ffiASG—_ 1/4'AIR SPACE* 3/IU'TGLASS --% GLASS TYPE 16 1079TECK40LOGYMNE [GLAZING DETAILS N. VENICE. FL 3A2T5 1- ___ 7.,Bl NOM . . .. ..... .. ........ 5116- " SG 7116* AIRSPACE 1/8-AGLASS- GLASS .TYPE 9 . ..... . .. .. 7116"AfASG . . .. . ........ S1IS'AIRSPACE- 118- 1 GLASS GLASS TYPE 14 GLASS_TYPE .......... _ U," J ROSOWSKI f-­ SINGLE HUNG WINDOW INSTALLATION - LM 105115/15 H 5 5 0 0 -0 �11�6 �=-�SH-�5�00N��S5 OF �13MD=- TEj: oNr rrr•• Dea4n Plassura.m9lNr r,ar.9 •A Sod SEE TABLE A SHEET B FOR ANCHOR GROUP AHO QUANTITY SECTION DETAIL FOR WINDOWS WITH LEYEI R(_REINEORCEMENT & GLASS TYPES 5— Q_7 S 8• (REINFORCEMEN13 SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES A CONFIGURAWNS) NQTES: 1; USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FtN. 2) FRAME DIMENSANS ARC BUCK. SASH HEIGHT 15 AS PER THE FIGURE. 3) FOR SIZES HOT SHOYM, ROUI.D y?,TO THE NE]O'AVAU+BLE MOTH OR HEIGHT DIMENSION SHOYM ON THE TABLE. �a.r ryn s i n.lw url 1 am<sen D.•m�uor< n.T.•GYn,�u. •rw cu.•I bNIMNu w<kl Dee9n Pr[awr."bw DI•m vwwM.us ens. L'OYre ++.il+ •WA svfs3m•q. K]A .To.D __D .LSM NS n9+t.a]ae N. s.e•H Wu]D mme.nse N D .mA sr vs Eola. -r.a+%mnr N] -RD .mo S+va•e Pm+•.r Hfi)iIA» Ns0 130 •a3A NDO 1 n.m w •aA • -RA .mD rm v.sv•n.sl1 K -RD •9s sno wc+Sv: aSsR:nfu N]n .mD •nsA s.,wauD..• asr.ms» K •Dw -mn u EDi•» amr•DSb K NnYal\••r• nfb •NmD •SSA .1D 13+l. •m0 1�r),I•SID N[A r.�w nay.nwl .ei o.b.aca,a• s3n.vw K dD a Br.asr m3N N4D •nA x •)s3r-m KSA .nc we••sW<.0 •Asn-nsa w w wso .mD — TY»I nme.ar.sn NSA nA •wA m Y Ev+W 3 KSO -RD •D]A Na0 Tsrew 9'v fi3»-aSb •a0 -R0 Hf »m! n so+> -sea a •Ro •me Ir.3b •bf0 D.n30• t.]r;b •610 - Eb3r+ •Vfb .m •m0 lGD r -.4N• Nf0 - dlef•�Yor+O• a+dtr.xi3b HS -RO •a].0RO CpatH •]+!b •WO ]LD GAwx a]1•m3b D rofA l m Ime3a. m.sR.a3b •mD -rao .asA .rcu eDau. usR.wx •® Ice .P30 a I tOaN r413••ISDb ei •RD N3.01 tA0 I rrR z.>n•a,eu .NA .aDi .rco I was:. mvr•ss» •mo -rao D, .rcD �s•Im ximr•ne» KSA -Rn .mAt aeo m a.sw•ss< m.3H.ns �n -RD rcD ssa.ew..:.. Dsn•ra •Nu _ •rco xal9.>e s» Ks .mo .oa'1 � [< 0 Ni0 Or N.xi]b •!9 'MIN rwSH1@IGH TABLEd •rT)»• as ra[ DO•pnPlA][ure.m3A[r •fiSA r-70.0 it Y•Mv �4n1 ANCHOR GROUP AND QUANTITY. SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT 8 GLASS T2ES_5,_6d7.8 (REINFORCEMENTS SHOW IN FWPCS ABOVE APPLY TO ALL FRNAE TYPES 6 CONFIGURATIONS) T •'MND W BVC [ 1 IOA7 50.136 CIF`% ``�•�.: vLENgE'•. * ; Na 58705 % •�� TECHNOLOGY DflI '�O •• ST T ••. � w 1070 N. VENICE,RSIZ75 N.VEM �i�la`S\S •ORIDP,.NG`�`, (B/1NB61600 A. 4YNN MLLEft, P.E. P.Ee&9rOS alwaHramm m CEITT.OF AUTN. R293 PRESSURE TABLES J ROSOWSKI W. HUNG WINDOW INSTALLATION -LM 05/15/15 5N f]r•tr ADO — —B 500 TS 6 OF 13 MD-SH5500-Ot ^ arrP• af;mfeln a 4se1 0•Npm Vpm �Iu4!•tt3!^•• 9euf yY ir+PN Defgn Pryaurv. m•A' AnM+k N as3 nAau. � •}0.D •I R01.1N0 bWaYaOM• 1a3n •n.eA •mD naA •AO 0 ,, •m0 .nao •Ai -,mo A Eea,A• !ia+fab m A •H9 4 my 0 •ma fN0 ,f ]rr-11)Aa •n➢:aa nOp •140 .,!Pt{.m0 .n1D msn-msr .nD -,m aAi•mD •lum •roa -fmC sum.avr.w maa-a3w D •,mA � u .rne •Iwal•roc -two rDfs faaa n•mmr •AA. - _ J.noDLroz + 6!,ii� Nbn-�t •RO fM4 .A.a IiuD •mD •,p4p •�fa •wD ngs.r Nall•LLSH • mD. :0:. -10a? Text TY>-rim, »A aMA •AD aaD ni0 -0lo •AD MO n. vss •,5 --.. •roa .1 nlnC •AA -, SuaYGO•T » +I �ms+7 I -+a 746 y k.ta •A.D• ,an •mc .uao v .nao GWH,b.M 311. A.S,O • A • m0 -I+aO •1 0 ab0 •ND 0 •Afr•n.5b • 109i •AA •fmo •pq nt0 •m0 .nOA TMk 1.91•N.Sa •� •1m0 •ma ., •RO .f ff.3m.S•n . +OD AP AOA N•a.fom•o. mmr.afka nm •mo .- EwOn• y wn'ePm•,v fIn>•mStf • +m0 _ • .IfOA.• a.l nA0 NYr•+l.sln • •T30 tmD •lno � ma •mA -1 +aelr. LLsfe • mD uA.a v •AO l €, u.rr.vsn .ra fonlaN u.,a vta<Omp vau.]r.an m5fr�mms xio mn •!no].]«.o •,WD c •Ma mA -n0A •Ra nn Em+a. rastamne :mA •nDa •A> i o5 • .o '•Ao n o.w,w• A>.r_m]!e .-iao .,ten Ap ,NaA aP •Ao iiao ., • kms -,.a,o+.m•. n n4D •A .o . uao •}oo .. a $$ +a5tr-u.sm •AD • ani •ma -nf 4 •laD , An 44lamfia• n611-NA�!4 •mA n+ni"M A t •taD nNt •Ra _ •nA ., s •ma ., s •Ao,awD kan..�al •mnrmo � aD +ba •m •mo -, yOya Ctaq• n•msw • aHD •Inv 1•+ND •m fmiW m311-xla •m0 - bD •mD -+ sm•1.Awa.. nNr-ax .ma n,aA •» fuD nao nm •mD .t D o.!aasa.'- "i]iiri •vsa .uaD . •mD nmo •mo •una la,>•ms o •mo n a .uao •Je -+mo �e¢. - nan•tasb - xi ME •mo •nDinm fine TYa ilbn. LW roA �EAY(Y nmo •Ao nmo •AA .mz II•b.sm •Aa + •NA;nMt N p•ve•.+n :AD .: w •al.Y+ »bti•M6k SAD � mD •Aa -f •rDOi Ilan •ROItaD ksra.n• •ADt a •me ., nuo;-naa •mD{..wA aane.mcN •ma imo-•mc . :nmo N eaom• ts•L• ksn.n.w kNr•>aa!e •mn iAa nmo -fmo •roa AA .nae A Ynp .Iwt •AA:•n9D s 5in'i.xsb .AD emD •Ao .ius aaa Ao;-nno f 1 •Aa - •!00 n 09 naD n •mD'.,+00 Jae I xAte : ,. ancc, ,u �..n......,,.•................. �... _-.. _ . •' MIN r5f5H NEIW R =WINDOW BUCK HEIGHT - W.11G • .aTrn N`ln•1 0ma:nia+ oNAwmDai•m ,a+I•P.bTvnPxP•, saax.pf Aa.OIOa pf•fan PrfaaunbM' ft mtn yn?0 mf aW�p• Lull• •]a0 -n0.0 •m 0]Ef •SD Oat •v90u-1+aP nao •!!al •+ n +43at-+sAA •Ia9 •l+a.D •rc.D -++f0 •]a0 -np0 •m.0 -n3D •tta ARY -m0iM10.0 •»0 •]+0.0 •x ,a0 x Em•Y• beanOP,v+•. 1,.w1-•L•+4 •l14 =130 •ttaa -i+aa -A'0 •matnflA -++0a •]ad •m -:fOf :f00 •»0 •m0 •1wD •1+n0 •>OOi.,,nD_».a; �r00,na0 n]aa •>Qs,na.D •me •ran vna M6a •1 •rao 1m0 n mSD+r1•m:k -]0.0 •1+a0 •mv tfl.0 •mD •nDa •S 0 •ni9 •A OInro.S •m :nk9 0 •ttaa •m0 +10a aMmmcHa• mxT•usn •rao -naa •moI-nnD •mD •:wD •ma naD •mD n:aa a Drnna naa uao aao mna n.m Ewsue usn•mAr •m9 nma'Tnai n`aa n ma -mD a!-+ms •no a :a9 !9A •rao •mn D.a:cvfaw um•nsl •mt nme-meruaa •mo -mA -roa n,ao •ma!-+ns •nD�+na •»a imn •m Rmm� t1Ar•LLSK •m0 •fm1 nQa n+� n0 +bD 0 may •»0 nmf •m0 1m0 •AO YfD •A 17;ia•lli+t •AO nrof •S a n,10 •ni .nfD •:0 nc nD 0 •m0 W •AO ADO wonem aanxrxx •mo •nDA aae .uao •m• •n•a •»aI•fac •m.e•a.nD -nD .nna .mo n,oY •rs iNN a<mr-absu • 0 R -naA •]0.n n1n0 •ni •+tP '- fmo •m• n.¢s aaa .+ y xasn-v 'n.sn.xosb •lao nao; ; n A m3.D •n.D •nD .f+ao .na o •m R. -fwa •loD mo.o nmA •rae -f •rasa a •no •++a •ma •f:aa •)D.0 n10.0 •]4 an •119.0 _ N31r-nn3 •ta0 •f1a0 nP n+OD •A> ntoD •raa +e.D _ RP m9 m01.1:¢a •lpDji!0.0 =]0.E nA faawa .v1 nae mo.D •».D .uao » nan Da naA nne nna •ro o'ama •ma -are •rae m afsA-vm •mu-nao •n nao •ma -nm aaa -su.D •mo .wa - ¢n Ale .x.D eaa p•amf em•af al3!/-0tP] •AA!-Hn0 •n m1D •m -im0 •l0.f •+ 0 -ms dae -m aD •]•,w.0 •n.0 -n aw,+c. apsa•msb -taa •ro •nao .ma nfaD •m nne •A e'nf •n •n.D tm y ua-msb . n+ao •:ns .vaD •m the •m - {Jdc+n6YP� a3:t-fl.n1 -f+lJ •AO •+ •1A0 nno •rn0 -1m0 •m A •}0.0 -ftna •MO •1 snfa• -n4J M ntf0 •m0 -n00 •ran -nao •An'n n0.a -f -fmo fi a!mNn T.awp. m•,as+a >a-alsN •»e n>D -nnJ r. a •mc •»D + a mA nxo n90 n •mo mo •nao nmo •mo n+D.o aoo •nPa •mo; ,+no •m o: aie a nmo a e a •mA •mD .nao me mnraan naa •uaa o uao a ao9 nmu •TD.o .nno .»o,.+foA •n.f •nae •ma � EmaA. lmu-msu •ran -noa nnA nfao n o roY •ua9 noa nmA •rno;•nao n+aD •mo nuD d°0 > aP.Ay. mzir:us7! Sbii-io3�i mo •ro.a •naA .,+oA •rae •ran •uao 41. •mD •rno mo �,ao m-a •roo fiaD ilia •ro.D na.D •m.o:-+fas •r9.o •nD.o •mar-nao n?D Yno -noa -nnJ •ro9 .r .nao .nso s +tn. umr-nsu •rao nteD n • •unn •m9 0 •ro D,"U. rA.a . 9 •r_Drneo r'c.D •nao •reo ms4. s+c •A.o ,+aa •m? -naD ;•no.o •n.D maa •r .DAfO -2 •r10Sa •1¢0•n5avSa •1v0.Sw •m9.f,f •m3.ref .uao 14-11" sN •maannsfrsm Nfa •mDa naowo+a n e •raoaw •rcaas+e mnIN,nnf •mDn ar_aN •mo •nao •n.D -t +b0 •r 1:O.d •fa0 •+ a •H.0 m0 3 Yl naasarpN.• ai.iD•]rsu a -fmo •ma ., noa . maa •r f •nc r wvaaA� vs+r-km nao •nao anD n o :•!no •a a -m. aDI a• •NJ a. •ni r xsa•xs+a -noa nm.-wa : a nn nao m •mom •nc ad 6D9W3• kC+r••tw a -nvC .r¢4 M1n9 RD n1301 •mA -1+0.D -ems • UA •i10 •nl •ndl Anr Yf1 4 banes On. n•malnsw. k5y ] !n-L•s+t •rn0 •]30 •naa -nao •}at •ina •1m0 -IroA naD •mai-m1a •al• •r •1 �.•9 HD avx •]f.0 +n •lag #+ •ma •mD na 9 a me mo n.k rspD .,.aN naa -na.a •RP nfo.D •mn -m:s •l Dr.o •mD m] •mD a9.I nin a MIN.`6A61111EIGHT• WNDOW BUCK NOTES; 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME 21 FRAN+E DIMENSIONS ARE SUCK. SASH HEIGHT IS AS PER THE FIGURE S) FOR SIZES NOT SHOWN, ROUND V.?TO THE NEXT AIV LABLE V%107H OR HEIONT Owe"IstON SHOYAa ON THE TABLE. No. S87Os * _ 1__J •O �7 �Z !r 10T0 TEfJ+�No(mrJD ERNE '�O •��Br"A4eo E1�.4J: fLf]EJAGE, FL SEZTE :�(C •'••.;2oR1oP•:?�: (Bf1}teD1G00 '�'SS��NAL E�GIs` Na`mrm,f+¢rsDunin ilk HEADER tilt a- MEETING PALL ....fJ.`WP Iap f6+ i JALm ��i 11 i SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT 0 & GLASS TYPES 9-16 61LL (REINFORCEMENTS SHOWN IN FIGURESRTO ALL CONFIGURATIONS) GLASS TYPES D THROUWI 10 MAY NOT SE USED VATH J-CHANNELOR INTEGRAL • FiN FRAMES SASH HEIGHT V,"VY PRESSURE TABLES J ROSOWSKI HUNG WINDOW INSTALLATION - LM 05115/15 racer.: sr,w• DD•D Ha. A•.cB 500 NTS 7 OF 13 MD-SH5500-01 0�8000MOUo�0�000�0 goDgoDoo�HU 20 a�® aaa�aCaaQa1FTICM11®�1O1311"0 Elm"p" "naIM app6apppppanpp©pap ®n� pppoopponppn�p�ao�pp�p��pppppoon0amap p pppp pa"" apa OnpUERFN �Boampp"amn pmpnmp""annaOmR pp"nn"apa"RmRmm�"aR O"O �al�innoonn�ipROppmnnnOQipl ur.� ®®"F7n0"" 6 M0131"""aoM ' ppnBonpappppp�pppppp np ""Opmp" O p pppp101131 an Boom aoaaoaapppnaaaUna ©©a©ppp pppppallpp�opppp�Opppnppppapanppp©"©"poopp©a©ppp" 13 npO""a"n"man"ROB""on Roo©Flon8 R nonnoon�nd��n000©©n�©©odooCloEpa©OOnOpmpoOFRaaaEYE"IOnaapFa�� � aER^.ffilnR"O""m"""Ran"aanaOE��loagp�gppOR""R"Ro"Rg®E� pmno�nlpn popaa® ooPo '. ' a 000gpono�oaoo©0000000p 000na"appn" °1ooaEFaa�ppnp DOMP p oRapp"nnElmallpiJ�oo�Rna000�®flOOpmE7nQpppEiooOo�o�oopnpgpq pnp"p"pnn"n"oODOOnnnRm"RRp apppQppp OOop iapa " q Nn pap na©p©pa©©pnn O©pp Opp RRO®poppy®Rp"n I mpp""RU""O"" an p �oa "Ofl©1D""Ro®no©nOnno ERROR nappy apaOnnapaappppppppppaoQ®flpoo R"Oo"flfyO1RR""nllnfl"nn""o anngnpnpapapappna pp ®oan p m��ppppEl�oo©pnmQO��o©nu HIM g ponaannm p©� NO NO RR"R""nm k®mpnHo"Onnnones I���QDOD000floan IN aa"nnn"""R p pQppmpppoO©000��8 �olgo ®�laC�ppaa"appppmp�ppppppppRppp"pm nOopaaopm000o0a pa Rp"p"pOp ppmnRpppnp non man pp OnooDo pp"""ppm4o�[l��Roo oDoREM"poppy ��noOoopOonopOiaaao©a11�p�mO �O©gpgpnpap�flnp"ppp"no�Oo�" ��s"nmR""mp ��o�On�oO npp �00n"a a�ppa lla"O©OIE"70 p Bonn "ng" pa ppp�'lp pp Eo��o� p©p"©"p"onQO" npn""on p p�pQOnR taEap ppppp " a" ppp p "ppp"n ©p�©yppn -ate"R"n"aa"nn"n"""n"R" -OngO©n00000©D000pooapnnORnoODoon"RnnRHH"" 3 �pyooao"o"R R9Ro®fl®"nppm No�1n"oOnnEaOlnonR"aann �FplFl"aoEl000® 63ESa RRpppapp n""non nl- "Monppp"pppal poR pp""p"ppppppppppROpm"pppm"pp"""ppp"pRDRm "nn"""R p"Rmp""ana"n"Rp"naR"""R"m m �ppp""m" mR"n�p"p""annaR pp 0q9QAp !Ri ©p "apann non R p©QRgpq pE©©amp©noilnOnop"opppoopq®o 000pRpRp""RpIon""O"""" In Eloamm�0000"®n"o©pKannnnn is WEBBQOaOHe ""an a0" """""n onRpaFailooRnnnIOnnon In "no oB onnE"lBEA13 I o � aaopoponig0000OR©p©aplppp"pEai oilo®n 0 {a0"" n°"any ODamonmpp napmanR©mapmpp o pOR"Opa any" aan$pppo�lnapF�oo� R"O"p pay " Monoo p O p ©pp�Qpppp�nElnnp Rpp�p"pppapppnR0000"0©oppgpO"0000m0000""R"""annn© ® ,.. 000pmpo�Rompn��]10 oponaypa�pppppppggppopROp0ol�o®ppa"R_pnpaF]"pppaRRppRpppa 10-KM ���Ful�oDoo[[no"aH�%°nopRatli�noon anppp©pER�pp"pp""ppp all o nnBONNrE.1���IE�1FI1nnl©nila ai%ll©o n©Oauopok7tapRi°o RUN HMOn �o�om �nnnn NuuunOnnoIMM UR onoOdonOnonannoo"IMMIUM o nn000np"O° SECTABLES5AG.-- G'Tun Veai�n TnT.a1—•.nc�v..—'...., •' 0.11N. SASH f:EiGHT • MNDOW SUCK HEIGHT- SG.13S NOTES 1)USE THE ABOVE' ANCHOR OUANTIGES REOU*ZED_..... . TASL E FOR ANCHORS Ih'STA eD TIROUGN WE FRAFAE 2) USE TIE ABOVE 7=. ANCHOR D.C. SPACLIG_....' TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE DUCK 7AR' • MEETING RAIL. a) FOR SIZES NOT SHOWN. ROUND VP TO THE NEXT AVAILABLE WIDTH OR HOWIT DIMENSION SHOINN ON THE TASLE 5) REFEA TO TABLES 2 S 3. SHEET 2 FORANCHOR GROUP DESCRIPTIONS. -� •6�7 * � 7 7 d( I;'�, 1070 TECHNOLOGY DW �pO,n'•, ST fE '. tCs'•..Ai'ORIOP;: ���` N. VENICE. FL 34375 (w1HOD•1600 . 11\fit ALL I¢9EI4f° IbaArcn°r°G6o AYIm yw TN°nfib'IAs WMn Pf:GD.Y.1 .iEV:_Sl> 'mn�NV rA:i:B+e Fi,ka A:arytq mTro 0 is n'Tf.�a earicw ' ro� G ` ANCHOR QUANTITY TABLE I J ROSOWSKI HUNG WINDOW INSTALLATION - LM 1005116 uar. 7MD ' Ho. Rx. 500 NTS 9 OF 13 -SH550Q-01 B IM03NO O O �� OgoOBaOgoomiOddOnddnadOOdaaandn �a®Qrmoapd000�n� ®�o OdOOndOQOOdO�O,ndnndadd -UK ���U nno �oaonHmnon®"nun n©oon�nn�o', ® - Emu .013 odnoddQppppF��On � o aaoaQOOQOQaaaaQoaOaoOnaooanaonQaaaa, OonoonOR®���aadE�0E1 nnilEIUpUpodd an O " 108a��1on�000�n aHp000 qq ®paonpdOQnongoaQpdpdpo�o�dQ�o MUHHnaddEl mdnodooQnonoadQ �a 00 �u000nnOOndaOno©o00aa0 aaaDO�na001�®a oOnNo No Ot'lEl"Hanana �a�odoaaanaaddaodaaaa®a Qddaaanonaoai)° o�daaaana Qa��O�daadi)°0QI10009odd dnOdd ppo ®OeaOaaada�an� oal7 dnaaapp[a�ppppp daa OOda da00000RAM"Ll �gQppaao aa)Inaaaoaaaa oddpp OdQOQQOa oa �naUlm OaaOa aaOQOa"aaoaa0 aaoa®Onnoddaad ppdHHpaaaaoaaoodoafp�pOo®nnaQ BOND ndERR a da Q aaoaoQ t aaa on pppp IOId 000F7�a a"OdnO o Q naddn°©i pa0 ODOO p©pao9�aaaQ i70ilddOaddan�0)7adOndd®Idddadppnadaaaaaaadd lndn aspaddaQOnQ9®a9a pa aaOdIQaaOaOaOQadaOOaaa®a �gianndns�dnandn D ga�aaa°� aOad� n �o d0 H � � � � �� n �IN ® ��n1, 111111391013 93 iFio nova©ei o o.4n nad11 nuH Ulm cm u .. Ela�Eal�� aQa���QQQ� �MINIM ©illi0�Iguuo�p Only-IuIuu,n0.0Q �nO�� ��DIO d)1° aana�papaoQ©aaaadaUdda nUKIM"��0�R0K11191 On�INNERso C'I ilk L1 n�opap�p0ananaooapoliadoaOn u�EDOOOaOndaOaaa®aadOOOOOOOdOO�n0000anddllQOnaaOdO oaaaaaOOEIOaDa00oaOOaa a Qanaasa ppO aaOddQ �®n�q�yjppapo®UUo�°��� pnd a®QnoUp�oO�a�uupappappdpooaoopp000u�onuu©O00000®o ��OOa®EiOn ppopoo�oi)°agoq aOaE)�� aaO�OaHNI alo0aa - �Q aOF)ad OnaaO PI�Eyaanda0� anaa0 p On ppp QOnHHH"dnn��/700no0 �opa0nuKul napppyp pp ®OOaaOQOaOa UnOnOn �1 UDOOOaa o on On pp usa ® �Da,ODOOKIN OoaaOF�00 0000 w0 OO a O)IDOO13UH 91 COU uaaaa pHRpgpp daaadoa aadpOnQ®a I Ooo00o=uLumO000000u©OOBDODODOuOnnHno0�0000��0 a®n OaaaO OOdQanOO OOaoOOOOonnaa0a000a00 OaOOOaaOadOO®a �® ®CID'Q:47 ®OOOaaa DaOOaODOOOnaOO�� aou"MaaaOO a®aona"daa"OODOO�Oa ppp aii Qd t7 ppQpp� O00 qqqqqq ® d0 U Iaaa00 adag OO as QOO�O p O O ooaaaoaaandaadaaoa000annnae) dOnu on OOna OQO MISS OOOOan �O�u000��00� ppgp {®f ua®OuOOn000naODKul U 13 OOD OOd00oa2311g, U00® OOd n OOn ODOQ Is O On00000 ME g® l��a0000 © ®®�OOOOOOOOOQOdaO00ndOad g�uoon�n�©OIMI o OOOOnnOn©OOOOOQOaOOOO �®000000OOQ)�o neon©0000000 OOOOndOOdnOOOadOOaOO13 M TABLES 71 & SNF.FT 7 FOR DCS GN 6RE5'o0i�$7CirFYQS [ T NaN. SASH HEIL:NT = WINDOW DUCK HEIOWT • S0.136 Narks-, 1) fWME DIMENSIONS ARE BUCK :M c MEETBIO RAIL. 21 FOR SU NOT SHOWN. ROUND MP TO THE NEXT AVNLABLE 'MOTH OR HEIGHT OIMENSWM SNOYON ON THE TABLE- ]) REFER TO TABLES 2. SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS M * No. 58705 = U N.VEMCE, tt3CNNOLDRrvE LU � N.V@A4272T 5 A.LYNNUAA.ER.PE 41L IGLASS TYPES 9 THROUGH /B MAV NOT BE 1s5ED lMTH IJ•CHANNEL OR BFTEGRAL FIN FRAMES a_:yJ: s? wta� 4 fFrsia ��J�a`k'aM�e uxn)X�5 ANK H R QUANTITY TABLE I J SOWSKI NGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SH- S:e4. -1 SH-5500 NTS 10 OF 13 MAD-SH5500-01 8 C mow .... _..... _-�f. ............ 3.500' 3a, fi0 .DBY �j r - --► ... �:r.... :... .08Y .OBT Ir : lip=1 �... jq IL FLNEJLNANEI FRAME I FIN FRAME C�1EOUAL LEGFRAME 1.77IFJNJAMOHEAD7JM0 HEADMAMB '.�)HEADMAMB 3.a63' ..._v_ __�... 3.-W- __...._.� _— f--_._� 1483 _...__...._.a --IH� aAaa I f a ass• 1� as d w I€ I II 1 I. :.t. = c-=`........I. a is y` Li � P' __l. .�._. I • 7J"-""T. .1 �� 'L ...... � ,` � j: .NS lL� FIN FRAME �1 \ EQUALLED J.amNNEL !eifLANG_ t775•il FRAME SILL ....!FRAME SILL T.. \_J FRAMESILL \�i SILL L.D.. .op T,Sr LIGHT SASH �, REINFORCEMENT 07p ... 1.331- •Z STANDARD i MEETINGPAL REINFORCEMENT ',.:.::-�:• I r-I '.-'i::v':�_� _ �� .......:....: I....i.T: "V -- z.17p .._.....I 1A7Y 11 w; ro; I Bes ,.375 e B7.�_ a71• —� 59p r...:f t� I. J'�-- r - .D75• y; - ._: �. , .050''�'... D .P9p -�I 117r Ir- FIXED ' �A MIEETINGRA'L ..yi Ima- +..._. %-\ ; 67 BASK RAIL .. -\ BALANCE `17� COVER 08p /-\SASH STOPF : 16 . ,I SCREW COVER i -` LIFT RAIL �1P i '• _/ INTERLOCK / LIFT RAIL \aD� INTERLOCK COMFJi -\BEVElPO `at • -1INIERLOCK /\BEVELED aa2 i, INTERLOCKCOVER .Sir t t` � - .,5p t a9i HD H y. REINFORCEMENT . I 13ap 27� 110 MEETINO RA1 L •,. REINFORCEMENT ft.I b -+-: P& ` .f 75• y( �s�7 �.�, .31 l_l_ �`�' •.(PP �- Na.se7os - :.tlpf M+Pr.ffix,G L' — v i—"t_...c a.,.. a. .Dzs ._—{-- 'p I� fOro7ECHNOLOGTDRNE o�,<,nc„Y WINDOW EXTRUSIONS J ROSOWSKI ."1 LAM' IG �n'BEADING /�-\ SCMUDED -.GREEN FRW.IE f B1 •i ROLLED ..../SCREEN FRAME :D,n'•,. ATE F (V�� �i (L`S, •••:fOgIDP .•' �t'�` N.,IENICE. R3a175 B11)dB418P0•.: 7py�Po1c SINGLE HUNG WINDOW INSTALLATION - LM 05115H 5 'FFrrFNIl11111` I 1 sc.rc/Ncart scent: snooa on.u,o Ne aor A LYNN KPLER F'.E Pw'n "` ' SH-5500 NTS 11 OF 13 M13 H5500-01 B P.E.a 98t09 CERT.OF AUTH.,R9i96 TAaIr12_ _ Bill of Material ----'------ Bill of Material, wnL q Pyrt$1 - Description MaleUal 0 pan Description Material 1 6' 101 Smgl9 Hung Frame Head B JW63 - J-Clwne C 4 720197 Auto OcK echmusm t 2 628IO2 Single Hung Frame Head 8 Jamb6 - Flange PVC 4fi 72019869 Sweep LOOK Cast Lnc 3 620103 Single Hung Frame Head 8 Jambs _ Fin PVC 47 72019566 Auto Lock Cover Assembly Cast Lae 4 820104 Single Hong Frame Head 8 Jambs • Equal LeWdOY PVC 48 T6X7180PTX q6 x 1.1/B' Ph. FH SUS (Auto and Sweep Lock 6cew) 55 5 620105 SWDH Frame Sill • J-Channel PVC 49 720200 AUTO and Sweep Lock Keeper Cast Lao 8 620108 SW DH Frame SIII -Prange PVC 50 776K74PPA q6 x 314' PH PH SDS (Keeper Bach SS 7 620107 SH1DH Frame Sill - Fin PVC 51 420181 L/R Baelad Till Latch Comer Key PVC B 6&iO8 SWDH Frame Sill• Equal LaWBox PVC 1 52 420182 LIR Pull Rall'nA Latch Comer Key PVC 14 62D131 Fixed Meeting Pail PVC 1 53 1 7634PHFL 106 x 14' Ph. FH SDS (Comer Key SeRN) SS PVC 161 B20129 Sash Rall (Sides, Top 8 Bottom) PVC 54 1 420183 ITIR Latch 17 02DI34 Balance Cofer PVC 55 420184 Till Latch Retainer PVC 18 620133 Sash Slop'Screw Corer PVC 56 720207 1'TiR Latch Spring SS 19 620156 full Rail btM.. BODO TO At 57 420186 Plastic Tilt Latch Finge Pall PVC 20 GM144 Pull Rail Interlock Coen PVC 58 720192 Melal Tl3Latch Finger Pull Cast Lnc 21 620157 Beveled lntertocK 6005 T5A1 59 420180 Plet Bar Caner Key PVC 22 620145 Bi elod kderiocK Qw PVC 60 720206 Putt BIv SS 23 620150 Light Sash Relnbcemem 6063 TO At 63 720191 Sash Pull Handle Cast Z. 25 620152 HD Sash RelnfOrcemem 6063 T8 All 64 720194 Sash Pall Handle With Latch Assembly Cesl Zinc 28 620153 Standard Meeting Rail Reinkxcement W05 T5 At 65 78UFPT 88 x 314' Ph. FH BOB (Pull Handle Screw) SS 27 620154 HD Meeting Rail Reinbrcement 6006 T5 At 66 420168 Bottom Latch Strike Plate Ca31 Lnc 30 61644 Wcalherstrlp, .187' x .270' Fin POa 87 778588 q8 x 518' Ph, FH SMS (Strike Plate Screw) SS Jt 60300 Wealherstrip..190' a .300• Foam Bulb Fla PVC 72 720135 Laml LG. Bead PVC 32 61719 Weatherstrip, .187• x 220' PotyP)le 74 Backbaddeg, GE 7700 or Dow 791 Silicone 33 616Z Weatheralnp PWg..220- 11-e,. 75 71646M SeUWg Black (716• x 1- x 118•), 85 ♦/• 5 duro. EPDM JS 78X1MTTT ore x 1- Ph. PH SDS lard ck MoonOng Screw) 83 61012 Extruded Screen Frame Alum 36 78X9THPX 418 x T Ph. PH SMS (Meeting Rail Strew) 410 SS 91 61011 Roll -Formed Seraen Frame Alum 37 71689SP Meetng Rail Screw Suppod Plate 6063 T6 Al 82 7CKGLB21 Screen Comer Key br ExtnMed Frame X 4 PVC 38 720210 Weep Hole Cofer PVC 83 47042 Screen Come Key Win Pull Ring X2 PVC 720x)000C Comlant Force Balance 84 47041 Screen Comet Key wfithoul Put Ring X2 PVC q8 x 3/4- Ph. FH SMS (Con. Farce Balance Screw) SS85 7CASPM Ternien SpringSS #43 Spiral Balance O6 61016C48 Screen Gbth Fiberglass 720205 Spiral Balance Store Nylon 87 616351151614 .1417 Screen SWne (Machine/Hard wed) Vinyl q4 70X114FPAX 48 x 1.1/4' Ph. FH SMS (Spiral Balance SCIew) 410 SS partq Deacrip0on Material 76 Kommeding 4SG 7PS Spacer System 77 Guanex Super Spacer nXr with Hot Melt Butyl See this Sheet for 78 Quanex Duraseal Spacer Materials 79 CaNirlal Edge Spacer TEST REPURTS: FI L-d117, Woe 5 UVIU NOT"!;;.,*. 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD..TO BE LIBELED FORAN`AAExTRUDER CODE. 2) ITEMS 0'13. is. 24. 28. 29, 34. 39. 61. 62. 69-71, 4 7J ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. * No. 58705 Epp STATE p (: ` PE. —SILICONE ,e STRUCTURAL tfi• HOM POLYISOBUTYLENE WITH DESICFAM R4T.GLAS DKODISEACE 4SG TPS STRUCTURAL SIUMNIE EXT. GLASS �) SUPER 3PACER11 NXT ALUMINUM ­REINFORCEMEM POLYISO- �DE•SICCANT FILL AREA BIFT iE •-5116•NOM. /.�` 5l18-NUMB SEAL 7 I BUM& s.. I. \/`r-SBICONE SEAL DESICCANT-�y�.\ 1,1�i ROLL -FORMED FOAL? ^ T�,j//T STAINLESS STEF�T. I I illImo/ . GL EXT. h55 EM. GLASS — I j ,t IIT. GLASS ✓ �w�G"\--INT. GLASS DURASEAL0 XL EDGE"" an, WCER )SPACER .c+c;er RtrvtsLls T. .glut fI D63D,a�r fw»:ee,ru 36 0Z R" 7? �J iaT3TEcHNDLooYDRNE BILL OF MATERIAL (SOM) J ROSOWSKI N. VFMCE. FL 342r3 jD17�'�760D SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 o>n,r sw SH- .Tmo _`MVD Nw a..s SH-5500 NTS 12 OF 13 MD-SH5500-01 B �., OPT SWEEP LOCK oPr, wro LOCK ro "• 1 ;I E.�'TERIOR I)SOME PARTSt 10HS NOT SHOWN ON DRAWING FOR CLARITY. R) -CHANNEL FRAME SHOWN. PARTSOI S 5. DTHER FRAME'IYPES APPLY. 3) FOR REINFORCEMENT TYPES. SEE. DETAILS ON SHEETS O A 7. A) USE EITHER SASH TOP LOCKS DR SASH DOTTOM LOCKS. MITERED FRAME WITH 1fis- INIFAIORAND EXTERK)R FRAME WELDS SASH \ ASSEMBLY DETAILS. E%TERK2? ..- ... ,_.... .. `. �NpNY LYNN,� VCENSF • ;�(� ��� ,spa IT : No• 58)OS • IT i p •Ltpp� i 1070TECHNOLOGYDRNE EI ••. ST TF nc .�/: N. VENICB.FL34M MITERED FR41E WITH --INTERIOR AND EXTERIOR FRAME WELDS �j` IS i•4. Su^ � ` )ED ASSEMBLY I J ROSOWSKI Data HUNG WINDOW INSTALLATION -LM 05/15115. Pm � Na 500 ANTS 130F 13 MD-SH5500-01 NB 4 MiAMI•DADE NfliL II —DADS: COUNTY, FLORIDA e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RE' R) 11805 SW 26 Street; Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.a9v/economy PGT Industries, Inc. 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 (.AW). 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 ARf (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 ".FD-5555" Outs -wing PVC French Door w/ & w/o Sidelite and Transom — L..:1.1. APPROVAL DOCUMENT: Drawing No.1v1D-5S5.1, titled "Vinyl French. Door and SLT/ TR", sheets 1 through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony 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 and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 16-0126.04 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P. E. MIAMI-DADE Approval Date: December 14. 2017 COUNTY NOA No. 17-0504.05 . , Expiration Date: January 23, 2019 Page i PGT Industries, Inc. NOTICE, OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAR'INGS L Manufacturer's die drawings and sections. (Submitted under,,VOA No. 13-0815.03) 2. Drawing No. MD-555.1, titled "Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by manufacturer, 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) Forced Entry Test, per FBC 2411.3..1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Series FD-5570/FD- 2770 PVC double entrance outswing doors, prepared by Fenestration Testing Laboratory, hie., Test Report No. FTL-8717, dated 11116115, signed and sealed by Idalmis Ortega, P.E. (Submitted tinder previous NOA No. 16-0126.04) 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) Forced Entry Test, per FBC 2411.3.11, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Series .F.D-5555/FD- 7700 PVC double entrance outswing doors, prepared by Fenestration "Testing Laboratory, Inc., Test Report No. FTL-8716, dated 11/12/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA jYo. 16-0.126.04) 3. "Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC fixed sidelite, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8715, dated 11105115, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous ATOA No.16-0.126.04) c.� Manuel ei ,1.3 E. Product Contrp Fx liner NOA No' 17- 504.05 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTMED) 4. Test reports on: 1) Air Infiltration Test, per. FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an outswing PVC French door, prepared by Fenestration Testing Laboratory, Inc., 'Pest Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A- Naya, Jr., P.E. (Submitted under M-4 No. 13-0815.03) 5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an outswing Rigid PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7371, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a .Rigid PVC fixed window, prepared by Fenestration Testing Laboratory, In.c,., Test Report No. FTL-7339, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under MA No. 13-0815. 03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51n Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by AnthonyLynn Miller, P.E. (Submitted un der NOA No. 15-0409. 03) 2. Glazing complies with ASTM E1300-09 Manuel Per .. Product Control Ex mine NOA No. 17- .05 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVUTTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and. Economic Resources (RBR). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® UItraclear,. Clean and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their `Kuraray ScutryGlas@ (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18 3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their "White Rigid PVC Exterior' Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30119. (Submitted under JV0,4 No. 15-0409.03) 4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. (Submitted under NO.9 No..1.5-0409.03) 5. Notice of Acceptance No. 1.3-1.121.01 issued to Vision Extrusions Limited for their series "VE 2000 -Tan 202 and lighter shades (Non —White) Rig d Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. (Submitted under ATOA No..15-0409.03) 6. Notice of Acceptance No. 13-1121.02 issued to Vision .'Extrusions Limited for their series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. (Submitted underNOA No..15-0409.03) 7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their series "'VE 1000 Tan 202 (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 12/29/11, expiring on 12/29/16. (Submitted under previous.NOA _Nv. 15-0409.03) 8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU -in/ hr.-ftz-°F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen Pass, ASTM E 2190 I.G. Durability -No Fog -Pass. (Submitted under NOA No..13-08.15.03) 9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU - in/ hr.-ft:1-0F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Penneanee-Pass, ASTM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs. (Submitted under NOA No.13-0815.03) Manuel ere , P.E. Product Contr i Es iner NOA N . 4504.05 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-3 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 10. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 13-0815.03) 11. PVC-At1MA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under tVOA No. 13-0815.03) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014) and FBC 6a' Edition (2017), dated 08/16/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated. 04/28/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338 and FTL-7339, all issued by Fenestration Testing Laboratory, Inc., dated 05/23/13 and 05/25/13, all signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) G. OTHERS 1. Notice of Acceptance No. 16-0126.04, issued to PGT Industries, Inc. for their Series "FD-5555" Outswing PVC French Door Nv/ & w/o Sidelite and. Transom - L.\�z.I., approved on 05/05/16 and expiring on 01/23/19. Manuel PeAz P. . Product Control'B. am' er NOA No. 17-0504.05 ExpirationDate: ,January23, 2019 Approval Date: December 14, 2017 E-4 SERIES FD-55SS, DESIGN PTiESSURC RATING: IMPACT RATLNQ I I I Ih1PACT•RESISTANT, VINYL REINFORCED_ OUTSWING, VARIES, I RATED FOR IN3GEb5MAL' ........_...._-.-_....._..._._..._ _........._._..........- FRENCHDOQR&SIDELITEITRANSOh7 (5LT�- SEE SHEETS 455 I MISSREITePACi RESISTANCE IN THIS PRODUCT HAS BEEN DESIGNED a TESTED TO COMPLY WITH THE REOUREMENTS OF THE FLORIDA BULGING CODE. IYCLUONG THE H;GH A'ELOCITY HURRICANEZOW- IHNIZ). 2) SHUTTERS 6RE,1(,OT REGUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 31 FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY 611AIWDAOE COUNTY APPROVED MASONRY ANC14ORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, AS'TU COO CONCRETE MASONRY UMTS ICMLFS) OF NORMALWEIGHTAND OF COMPRESSIVE STRENGTH OF MIN. 19 KV AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE. 1. THIS SHEET ALVVDOO BUCKS LESS THAN 1.11'THICK ARETO BE CONSMERM 1X INSTALLATIONS. 1X WOOO BUCKS ARC OPTKHLLL IF UNIT IS INSTALLED DAECTLYTO SUDSTMTE. WOOD BUCKS DEPICrEO A$ 7X ARE 1-W THICK OR GREATER -IX AND ZX BUCKS (MIEN USEDi SHALL BC DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. S) IF SILL IS TIGHT TO SUBSTRATE- GROUT IS NOT REOUIREM IF USED. NON -SHRINK, NONMETALLIC GROUT AT34 KSI MIN PER ASTM C1107, (DONE BY OTKERS). MAX. WSIHIM SPACE FOR GROUT WHICH MUSTFULLY SUPPORT THE ENTIRE LENGTH OF THE 5'LL THAT IS NOT TIGHTTO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD. 3OF FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE. OR AS APPROVED BYTHE AUTHORITY HAVING JURISDICTION. COMPLYING WITH THE FBC. 6) ANCHOR EMBEDMENT TO WE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1. THIS SHEET . NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. EXTERIOR INSIALLATION ANCHORS SHOULD BE SCALED. OVERALL SEAWGRASHINC STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL Be DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. T MAX IN- SHILLS ARE REGUIRED AT EACH ANCHOR LOCATION MERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS WOOD BUCKS BY OTTERS. MUST Be.'"FFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE DOOR. SIDELITE OR TRAr:SOM. 6) DESIGN PRESSURES A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASOa ETWO. 0. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE FRAME ANALYSIS AND GLASS PER ASTM E1..W. C. DESIGN LOADS ARE CASED ON ALLOWABLE STRESS DESIGN, ASG 91 THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RMST THE VANOLOADS CORRESPONDING TO THE REWIRED DESIGN PRESSURE THE 33-LTA STRESS INCREASE HAS NOT BEEN USED IN IfTHIS DESIGN OF nS 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 REQUREMENTS OF THE FLORIDA BUILD!'? CODE (INCLUONG ADOPTED STANDARDS) FOR CORROSION RESISTANCE. 10) ALL RIGID PVC AND RICID CELL" PVC MANUFACTURED BY ENERGH FENESTRATION SOLUTIONS USA Me.O R VISION EXTRUSIONS. LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 11) SIZES MVST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BOBOING CODE 121 aEFEHEiCE.S: ZEST KEPORTS. FP_•J779. TJ71, 8715. 9f 1fid8T17 VIy EltO IILTRACON,CRETEHLEX 6 AGGREGATORANCHCR NON& ENERGI FENESTRATION SOLUTIONS USA. INC. OR ISION EXTRUSION, LTD. WHITE RIGID PVC NO& VE IBM 7AN 202 AND LIGHTER SHADES iNOFFVIHNE} RIGID PVT: NDA AND BROWN COATED YNNTED OR LVAINATFDI WHITE RIGID PVC NOA 13) THE 55T SERIES IS ALSO KNO'?N AS THE 555 SERIES Ma1mM TUNA F, MIA F, wiHI Seim 921c51 111451 _ i055smr 60kai 95td 4IO SULw OOke! 110 ksf EXe A9ye6alaD Si Ae. 96b'I Eko ULl4Can4' t55kO _ 1Rk51 410 SS Eko CAICResG 127.4 I51 1e47 bf 4W115 N. +II lbes SB (i1. 31 $Iooi 61e0 SS sl kei Group Anchor Subatralo Min. Edge Distance Min. Embedment A 311E Elea UHracon UnOrouted CMU, (ASTM C-90) 1' 1.114' Un9routed CMU, (ASTM C-90) 2-1Yt' 1414' 010 Stall SMS (G5) #10 410 B.S. SMS 410 18.8 S.S. SMS P.T. Southern Pine (SG=0.55) 11r 13fe' Mutni um, 606345' 511E 0.0er SI.L A36' .511E 0.Osr Steel Stud. A653 Gr. 33' SI1E 03' 06 B 3,16- Elea Ulracon P.T. Souttmm Pine (SG=0.55) 1R' 131E Grouted CMU, (ASTM G90) 2.1re 2-114' Concrete (min. 2.BS ksi) 1' 1.3/8' 114' Elea LDAracan UnBrouled CMU, (ASTM C-90) 2-11r 1.114' 812 SieW SMS CGS) 012 410 S.S. SMS 012 410 S.S. SMS P.T. Southern Pine (SG-0.55) 9I16' 1-W Aluminum, 6063-15- 3I8' 0.071' Steel. A38' yE 0.071' Steel Stud, A653 Gr. 3r 31E 0.071' (14 Ga) C 1f4' El. U@Bcan P.T. Southern Pine(SG=0.55) 1' 13/8' Grouted CMU, (ASTM C-90) 2-t? 1314' Concrete (min. Z65 Ksi) 1' 1.310' 114' EKo 410 S.S. C(eleFI- Cmcrele (min. 325 Ksi) 1' 1314' Urgmuled CMU, (ASIM C. 2-12' i-V4' 114' Elea 18.6 S.S. A99re.Galor P.T. Southern Pate (SG=D.55) 1' 13/8' Co L,1 (mN. 3.21 Ksi) 1.11r 1.318' UI101wlad CMU, (ASTM C-913) 4• 1-114• 1I4' Eko Unracon Concreto (min. 2.85 kei) 2-10 13/8' D 114- 111-410 S.S. CreteFIM _ _ Concrete (min. 3.35 kaD 241r 1.3f4' Typo B Oesedptlon Where Used: 1 1311E Lami. 10(lir T -flIlE Ai1-118-ANN-.090'PVB-I1V ANN) Door 2 13118' Lami IG (3116- T - 6'8' Air-1fE ANN-.090' PV8 -118' ANNI Ow 3 1311E Land. IG(118-T- 9116' Air. WIG- ANN-.09P SG-311EANN) SMeIT.InTI-erll 4 1.3AWLam1. 10(31/6'T-1R'Air- 3116'ANN-.09T SG-3116'ANN) SldellterTransom S 1.311ELand.IG(1I8-T-9I16'Air-3ItEANN-.09T PVB-311EANN) 5101:101TRIMOm B 1311EL.ami.IG(VI(r T•1Ir AV-TI6-ANN-.d9U­ PVB-3/IVANN) Sldelile/Trm,emn 7 711V Lew. 16'ANN•.090'PVB-3116-ANN) DoodSldell(eRransom 'ANNI-ANNEALED T e TEMPERED TVB' •.090r TROSIFOLO PVB INTERLAYER BY KURARAY ABERICA. :NC. 'SG OW SEITRYGLASS INTERLAYER BY KURARAY AMERICA. INC. GUIDE TO SHEETS GENERAL NOTES......-_...._.._..-.1 SEE SHEET 3 FOR SPACER INFORMATION. ELEVATIONS_ _._.__..__ ..._7 COO es STA14DARD5 uSE71: CLADNGDETAIM......_..`..__3 DESIGN PRESSURES.........._....._.-1.5 ANCHORS.___.._... _.__........_..._4.6 INSTALLATION....7.9 EXTRUSION PROFILES. 10 e2017 FLARIDA BUMINO CODE lFO .67H C-0ITON CI' e2014 FLORIDA BUILDING CODE tFUC). STH EDITION eASTLI E130009 eANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION .............. PARTS LIST.___..___...W.-. .._11.t.+ eALUMINUM DESIGN MANUAL ADI.1.2015 CORNERDETAILS.._......__...._._... 11 HAROWARECETNLS....._._......... 12 eN51 St00•12 -AISC360.10 fk.xd. d G)UPDATED70FOC201 T, 0.00EO SPACER OWOS_ a` RENISEDa2Z-JR-04Iw17 IN L) � � N O p ,rmi o^o i d Z a7 -'a L) N� e .e a w 7 C :Leo Z $On On LL of P o «� S w T U 0 Z Z Z ar LL W u Z W i aONY LYNN,�� NN%o.58705 ; ,k p'•. AT TE ALYN1V MUERPE. P.E.4 55705 MAk SLAB WIDTH MAX. %AO HEIGHT ; L Ty?, DOOR SLAB. (35.77) I MAX. HEIGHT (ALL DOOR CONFIGS-) @ -1? 49' WmAx wx --i M. LV- PPLX10— mv�—sl PrIEMmi NoT`S: I) SINGLE DOORS MAY BELEFT OR RIGHT-HAHDED. 2 M LUONS SHOWN ARESTDARD VFREhrH DOOR MULLIONS PERTHIS NOA. 31 AN U MUCONFIGURATIONS MULLION Ns NOT SHOWN MAY BE POSSIBLE USING OTHER TYPES SEE SEPARATE NQk LLED CON 4) FRENCH DOOR MULLION IS:'MrrEO TO RT IN VERTICAL APPLICATIONS AND � IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT.`rR OR MULLED ASSEMBLY, 6) ADD"'o"ALOG"'GURA710"BUS1 NO THE I- FRENCH DOOR MULLION ME PMSIBLr USE THE ABOVE DRAWINGS AS A REFERENCE FOR S� LIMITATIONS EXAMPLE CONFIGURATIONS 10' MAX. --! 38'm' 4tr MAX 38-W4* TYR MAIL MULL OIXIO SEE 30.8 "T. MAX. SIZE RANGES FROM SEE 30.8 FP MAX. 4WAI" SIZE RANGES FROM HORIZONTAL 3844. TABLE 8 8 0, SHEETS TABLEII&O.SHEETS MULLION AR V . ... .... LENGTH I I 4D* 90.7r MAX 100-Inv ryF. All� MAIL MAX 11 OLD 1 PLO E104T '.MUU- HEIGHT o NI"W"DTH ORWI% W MAX VERTICAL MULLION LEN G1, q)- - - LJ1. SINGLE SINGLE 0 PIQJ�MMUM OF 2 DWEA%9" nip.4. J�R BO#AVLES STILES AND NARROW AND NARROW MULLED SIDELITES). Wagitom PNPOPLUPI RAILS migm Rm ir) S Ll Iff.19 1. .jTPS;. HORIZONTAL tLQ%2�0t!j& MULLION MULLION PM A! NFIREA RAILSSHOYM ON T%MsqMI C) NO CHANGES THIS SHEEP JR -N1IQH7 0' R" 1. z L, . 17 -I,- 1: ur a. Sol I- z L!m z z 9 0 A 0 l j 777. 0 x Z' Z 0 0 LU w L, - R 6 -G—' 131s•NOM. ••^�_.�: �••- GLASS STACK '4116'NOAL CLASS STACK GLASS STAS SrAATEOUL GLA *. •'r~.• ..•L-e ANNEALED GLASS I. ; f 1n6'ARSPACE •^ II!1,,.•":CSO.2YB 8/8'AIRSPALE.• L'8'TEMPEREO GMSS . ! I' 1AF.0"EO GLASS Or1R TEMPERED GLASS, EXTERIOR /jL I I'\\ GLASS GITE G� -r EXTERIOR \AIL''' ia. 13118`NOM. _ 5116`LAMINATED GAS STACK _ GLASS STACK i.. 7nd'LAMINATcD ,_•_ ' - ICONII _ i GLASS STACK / .4!W ANNEALED GLASS !I „ VIIrANNEALEDOLASS •••.090'PVB 91,0AIRSPACE `• I ` I1 .-so STRUCTURAL _Tli`NOM. POLYISOSUTYLENE^^r t UB'ANNEALED GLASS 3�` 1 ! .�... Y1� ANNEALED GLASS WRN DESICCANT �` 7D 1!8'TEMPERED GLASS•. ` I a KODISPACE j Y _.__L E%T. GLASS r I I nnc {7IVIT GLASS 617E EXTEROR � I GLASS SITE `-Mr. GLASS GLASS TYPE 1 ' GLASS TYPE 2 GLASS TYPE S NOT•MELT Bum STRUCTURAL USED IN ONLY USED IN DOOR ONLY TYP.'MOE FRAME GLA2910 SILICONE M16-NOM. „-i— 1.5118-NOM. GLASS STACK _ 7110'LAMINATED GLASS STACK GLASS STACK YIP FNI+I:ALED GLASS 1?NRSPAGE.�: 33PAC[ . _�DSO'SG TEMPERED GLASS :9. - r� I`I`'' 11!16 EXTERIOR EXTFAOR 7a '' i 11•\ GIASSSRE a TYR NARROW FRAW - LI DETAIL, WIDE FRAME SIIALLR. GLASS STACK Dnu ANNEALeocIAO: �•h•• "•....osD'PVB '.L VIV ANNEALED GLASS !i �i itnP ,..• i GLA59 UDE EXTERIOR GLASS TYPE 7 USED INDOOR. LSNOWNJ 6 6IDELITETRANSOM CETAE_ NARROW FRAME SIMILAR FOAM '-Yt6-NOM. WITH 14116`NOM ....L...._..__... I 7116-t/UdNATEO GLASS STACK I _L_ 7116'IAIMINATED DESICCANT ' ! EXT CLASS -•/ I b %? l \ SUPER CLASS STACK `1 .. GLASS STACK � '�SPACERQ9 1 I YIe-ANNEALEOGLAS.S NX•W .411VAN'/EALEDGASS 7-AIRSPACE•.i !`! '—ow V i •''� i OPN3 MP ��/ :-INT .0116-ANNEALED GLASS -]Y,II ANNEALED GLASS GLASS YIC TEMPERED CLASS• 11116' EXTERIOR �- 11f1(P GLASS BITE �K,..�.� Pi�"A II GLASS SITE ALUMINUM GLASS TYPE 5 GLASS TYPE 6 TYP. NARROW FRAME OIADNG TYP. INIDE FRAME GLAZING DETAIL, WOE FRAM£ SIMILAR. DETAIL. NARROW FRAME SIMILAR -PVB' = .ODD-TROSIFOLO PVB BY KURARAY AMERICA, INC. 'SG - .080- SENTRYGLASO INTERLLYER BY KURARAY AMERICA, INC. REFERENCE TEST REPORTS: FTL4717, 8908 & 8970 'REINFORCEMENT f. SNa NOt BUTYL& t UESOCANT - FOAM , • `, p Exr.GLASS 'f. 1 USEA/ j/ '-'JSPACER L �..INr. CLASS POLYISO- r-'DESICCANT FILL AREA 6UTYLENE— �, r-5118'NOM. SEAL ,...SILICONESEAL ROLL -FORMED STAINLESS STEEL A EDGE' EXT. GLASS •"' SPACER ;tii f '-INT.GLASS PRODtiL7 Re'+LSED ,y+r,R.„mu�Emtan !i:dlslg C<>� j9 's(nnanno''T f. 1I))/aaiicc CI ADDED SPACER DRAW9NGS- }: m•6anat7 u U W i 0 - p F N Ag o n ° A K 0 o Z LLm a �2 = W Rc A ro 2c f WZ � A� t K NK �>m N Z ZO O W K � ® 00 0 J F U _ .Z LU 0 0 LL CI `N 2 pNY LYNN ' 34. SOT •.• STATE OF NAL Et�LUL A LYNN NIL' m PE. P.EIUM SINGLE DOOR DOUBLE DOOR INSTALLATION INSTALLATION m 4'WtX. 4-woX r+ 9'MA%. 9•t7 .•• •, _ MAX, / —( �.._.. �.. CENTERED: , BETWEEN- _NTEF1ED HINGES BETWEEN — HINGES SEE NOTE 1: A/I 170.1- NOTE 1! i I MAX. V,LOCK CENTERED CENTERED �_ - _......I. BETWEEN BETWEEN—\ BETWEENj HINGES \_ HINGES16Z C. ! 1 j ANCHOR REQUIREMENTSI T� SAME AS HEAD x TABLE D: )I d AX Boa,: o"', Pnm,R N3o.o PSF Gteaa TrA I Zo.0 PSF Gleaa ryFn ] a. 7 ASTRAGAL CLUSTER J'O.C. MDL. SEE TABLE4. THIS SHEET, FOR OIBWTII SEETABLE 1. SHEET FOR TYPE r�A :SEE 1 NOTE 1 ANCHOR REOUIREMENTS SAME AS HEAD XX,JUSING ASTRAGAL) XX Door.A gal Clo .r APolWra RANWMd ® M.d S Sill DoaEWI@JIUA) dB 60 7i ]] P m I u U U G 1d9 #a 50 d 4 d A d 6 J 4 96 d S J 6 4 8 5 TRANSOM -TO -DOOR (X/O) OR TRANSOM-TOSIDELITE (010) MULLION ATTACHMENT& INSTALLATION S IDELITE-TO-SIDELITE MULLION INSTALLATION 00 SEE MULLION CLUSTER `'DETAIL BELOW ATTACH[ SIOEUTI MULLIO THE INS OF THE DOOR GI ' ,0 I /� VERTIOi DESITw I fT i 1 SIDEUTE L' 'SMEUTE; SIDELITE-TO-DOOR MULLION INSTALLATION (XIO, OIX, XIX, OIXIO XIOIX, OIXXI0, ETC) '- SEE MULI:ANCAUSTER DETAL BELOW _r 86' MAX MULLION UENGTHIN VERTICAL APPLICATIONS J.. SAME AS HEAD SAME AS HEAD MAX..-�. '•.. MAX ir� 'MULLION I..... — 4'O.C.ON. --7—)i ....� U' li�..:d'O.C. MIN d•U.C.IAIN.r ..__]1( Y f..L....:.4'O.C.MW. I SEE TABLE. NEE, ' --- THIS SHEET. ` FTHISOR SHEET, SID-e- IyUE..: `—FOR ANCHOR I SWE- POOR , _FORANCHOR . U4 ILTTE: TABLELSKEE L^E TADLEQUANTITY,SEE TABLE I, SHEET \ I FOR I. SHEET 1 FOR TYPE •••� �' � 1 FOR TYPE ra.v:RUT97it.. on Roiiia 0 Sw or LUN2sRNAHrA WaN Dti AND IGUM H N 1' $Y. AO CONTAINNOA e ! CANTLE D O A LAA;y, $ D DOUBLE ODOR y n # P� § $ O # � (40. USE rytl P : UT U" Oh1Y HALF OF Tic FRAME .....- sIU1R ]! 1 x 2 iI - a ATTACH . ]a ]1 a] W]aA WZ1 A DOUBLE DOO R DEUTES tA ] ] WA iRM150M5 TO THE THIS TABLE. MULUONASPER THE INSTRUCTION { t•MULLION INSTRUCTIONS: OF THE WOfVIDVAL TRANSOM 6' �'•I HORIZONTAL 1) DOOR HINGE JAMBS OF ALLNEIOHTS TO ALWAYS BE ANCHORED WIt1 SIX ANCP.:ORS-SEE TABLE I, SHEET I. FOR PRODUCT — L TAAXA IAWLLION All APPROVED ANCHORS. FOUR OF THE SIX ANCHOR5 MUST BE INSTALLED THROUGH THE HINGES. ONE AT EACH !APPLICATIONS HINGE LOCATION(RECOMMENDED o 1D FLATHEAD SMS OR WIT FLATHEAD ULTRACCN FOR EACH HINGE ANCHORI. B IR ALWAYS RECUIFL xj FOft A MULLED UNIT, DETERMINE -nit DESIGN PRESSURE OF EACH COMPONENT IN TYAT C@IFIGUM7'4NL FOR TWO(2)ANCHORS EXAMPLE, ON AN'XO'CONFIGURATION. THE OF FOR THE DOOR THE MULLION M M THE SIDEUTE MUST EACH BE TABLE 7: •DOOROR _---; (TYPE A4))AT EACH 0ETER31INED, THE LOWEST OF APPLIES TO THE ENTIRE ASSEMBLY. HORRONTAL UWON SIDELRE _ i _ ... . � ., ,, �`� MULLION END. NOTES: DESIGN PRESSURE ±(, -"'•`...,_I -. 1)SINGIE DOOR NAY OE LEFT OR RIGHTIUNDED. �1-14o PSF I" •i ])MULLIONS SHOWN ARE STANDARD I'FRENCHDOORMJWONS. ( dC MAIC MULLION LENGTH IN NOR20NTAL APPUCATONS. x)MULLED CONFiGURA110N5 NOT SHOWN MAY SE POSSIBLE USINGOIHER MULLIONTYPEES-SEPARAIENDA TRMISOMSWIOER THAN 40'YIILL REQUIRE ADDITIONAL THE LOWEST COMPONENT DP IS TO BE THE OVERNA AS6EMB(.Y OP. ~ v " STRliC7URE OR DAOE•APPROVED MULLION BETWEEN J)FRENCH DOORMULLIONIS LIMITED TO 06'IN VERTICAL APPLICATIONS AND do' IN HORQONTAL APPLICATIONS. !RANSOM AND OOORAIDELITE 5) NARROW OR MADE STLES AND RNLS MAY DE MIXED WITHIN THE SAME SOELITEITRANSOM ORAWLLED ASSEMBL 0) FOR SIZES NOT SHOWN, ROUND UP TO THE Nw AVA;L. BLE SHORT OR LONG DIMENSION •: C)NO CHANGES TH195MEE7 :; JR•OV141T W E >� S U WK Ien Y N l$y o N ZLL •'• ' 0 z` UUm 41 t1 Fw- Z Q Q 0 S w 141.- U Z N W Z ^ a O w LL a Z p z > yp• w D '�5r4• a LL x ;o y pots �agAg T08 T OH lolls -1 x�Ion £°YYYEc m y a � 0 oro I s s Q a { — 1-1 I m oil O i.' ;ia �00 ....r bP(1' .... �.y 74, y A,^' YAO 4^I£ I g�g 1°_, N0 Ln mk '^L,� u'iG 41 _ om'm RI J i — _�.._ _I. ...;.� �i m r y'o .1 m � i i gib Z a�0 o9y0 qyo _ �i�yjlo Bm y�m pp O 1070 TECHNOLOGY DRIVE 'a— �O N. VENICE, FL 34275 may:• r .yp� (941}480-1800 �:•� w>mlartcxov nGT N]ri�RE9, tiC o S'�+ m�',•, m i+i� cFttr.oFwrn.azeaes nu alcllrsacsclt+w � E!� VINri FRENCH DOOR AND SLTITR g 5f1113 = DES IGN PRESSURE 2 - J ROSOWSKI L 11111; 11111"`` FD•5555 ` NTSIll SOF 12 o MD•959.7 C —C Shots S',de i+li @�ffii6�fRkF,`ffi&&£d8�ffiktix a o�o a�azo��i o 2 ,hy m�mV y aQp ,5, lfi3mda"''�c 3. N - a ��oro I g� ,o�olo �LoSi i I �o'oE I III 1� � 11� mananaeoomo��000mmm��mm n■nenu�m�emmm��mm�m� mmm �ien�nmi0'i�lOB���m�emneeom� 11■11■11111 CCI�L'I�C��{� �iinmi■Anm �m�mem� nmmnn■�mmi�Q���Q��� nnumm■n�n EMR..DMENT .-I --.... /.T INSTALLATION. ................. Ax .. lt 1OPTION 1 :J9M 2)7 iijl: j; i �...; /••� INSTALLATIONAFlG10RS EDGE )ll:il 1iji ,•j )r� �\0i INTO2XWG00. •13; D STANCE 4 i TYP. ANCHOR TYPE. I (`, 1t l )? ._i ,.. _ l ` l j EMBEDLIENTAhT7 'i! 1 II •17i� /-;33 EDGE OISTN:CE PER __ 1. (i .'♦ I l : ; d l v ..(J j //•, .-_......._... .-....- _.___-�! l SUBSTRATE. SEE •+--- ..-__._..-.__._.._ .__.__....__._ TABLEt. SHEET t. r ..1 , �' � li_............._..._.........._._,_ ---__.._—._-.......... -_._......................_....... .... ...) 1 ANC110R PER HINGE ` I li: 4 • I M' I , ' TO OE THROUGH SUBSTRATE. MIN. rO -' ♦l.J?r t,�„":,:,,.•"'."". " � ---• -♦�_ -____r ._h.5'_ ' LL FLATHEAD SMS, SEE l . �•. - / " _ .4 __�._...._. TABLE I. SHEET I, ' ( �_.{n: 5) . _. _.__._._... �i10�i5� l0 •• -/8 y l I ;i ♦_./ t_, EXTERIOR ♦.. ...J / 4)�48�.; _:tiL.s' ...(5� `� l il�„y7)I ♦ �-i7�? DETAILIAT C7 \.•� \�_i19� 2XWODOBUCKSTRR' ALSO 5=E BELOW EME�jRIOR OR FAN,IING,SEE V DETAIL(d? NOTE 2. THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AHD EDGE GISTANCE PER SUBSTRATE, SEETABLE 1•SHEETL TYP. ANCHOR TYPE. EMBEDMENT AND AvOID INTERFEREIICE WITH _ -- EDGE DISTANCE PER SUBSTRATE. SEE OPPOSING O ANCHOR BY CHOOSING I j TYRANCHORTYPE. T/P. ANCHOR TYFE. ` EMB DM AND j TABLEI,SHEET7. THE CORRECT LENGTH OR L18% ' STAGGERING LOCATIONS. • ! \ EMSEOMENTANDEDGE �\ •^' EDGE DISTANCE PER ENBEDhIEM — +-�: fIA• _ i I '�.I "- DISTANCE PERAWSSTRATE. - �J"\ ' SUBSTRATE.SEE AWL BE TABLEI,SHEETI. :`G�'••+�10\ TABLE I, SHEET I. {, , \ UH• EDGE12,O f I ClIOR PE M2iGE TO BE \•^`.. DISTANCE • 1' l 1II% I j ..._i`j N . ';oBSTRATE. MIN. 'Tnine.ALDEMswrtH INSTALLATION METAL sTMBE O� OPTION 2 ,. , � .., � � j _ :...,T� 7 ;- ..• r INSTALLATION NK:N01L4 DIRECTLY • �. �. ..�. \ ........f"•" y i � I f �' r ' /_,_ �1- j � i I r,�---^,•• INTO IMSONRY. ""••`1 -___ . __ _ i , • ;'....rzo}` tea; EXTERIOR ---- ` _ / ERICIR I•FRENCHDOORMULLION •.".--�•.. __r: \_11 t'*D DETAIL, A,• I ANCHOR PER HINGE TO BE THROUGH `♦ EXTERIOR DETAIL,•�j n .........-....{-. -SUBSTRATE. SIIN. 3/16'FLATNEAD DETAIL'LI7 V ALSO SEE ABOVE ULTRACON, SEE TABLE 1. SHEET I. I I!j$7'AISATLpN_NOiES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET I. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANYSIGE OF TIE DOOR. SW ELITE ORTRANSOM. 2) WOOD RUCKS DEPICTED ON TITS SHEET AS •I%-, 0.6E BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I.W. tXYKJOO BUCKS ARE OI'OONAI. IF UNIT CAN RE INSTALLED DIRECTLYTO MASONRY. WOOD BUCKS DEPICTED AS SDCARE 1-IX THICK OR GREATER. INSTALLATION TO THE SLBSTRATE OF YI000 BUCKS TO BEENGINEERE'J SYOTHERD OR AS APPROVED BY THE AUTHORITY HAMNO.MMSDICTION. Jj FOR ATTACHMENTTO METAL -THE STRUCtURAL MEMBER SMALL BE OF A SIZE TO PROVIDE NLL SUPPORT TO THE FRAME OF THE DOOR, SIDELNE OR TRANSOM. 4j F APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR. SIDELITE. TRANSOM OR MULUON APPLES TO THE WHOLE SYSTEM. U W 5 •�- 7 C � K � N Q ¢ o O O ••f t N 0LLJS sE 2- Z. (Wj o � 0 U ZO Z 5 LL Z SZo a'C•l`O •�tOEN3Lr �/C� �i Q ND. SB705 ^��.,t{L��t•�� ATE F� •' (VZ- A LY`BI MRLE0. PE. P.Ef 55iW EXTERIOR Vn� 1' FRENCH DOOR MULLION INSTALLATION OPTION 3 ' INSTALLATIONIX9UCANCHORSiHRO V. 1%BUCKSTRIP INTO MAEQVRY- EMBEDMENT TYP. ANCHOR TYPE. Ld� BEOMENTAND EMGEDISTAJCEPER I ' i MA1G � '• SHIM '1Y71 / ED SUBSTRATE,SEE EDGE DISTANCE . .. TABLE ,, SHLTi I. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1,SHEEf I. 1 ANCHOR PERHI.NGE TO BE THROUGH SUBSTRATE. VOL 010 FLATHEAD SMS WITH FUN. D THREADS BEYOND METALSUSSTRATE DOOR VISIBLE LIGHT WDTH(DLOJ EXTERIOR 3 INSTALLATION OPTION A INSTALLATION ANCHORS DIRECTLY INTO METAL — DOOR I..' .__.._—.._...._.___._.—.___....—...__....._......._.._._— TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET _1, AVl11D INTERFTiRENCE WITH OPPOSING EMBEDMENT •^ ANCHOR BY C14GOSING THE CORRECT LENGTH ORSTAGGERNGLOCATIONS. T_— EDGE ) (. DISTANCE Ile TYP.ANCHOR EMBED MEM y/' • . i iyt / ' AND EDGE __ • : 'i d :�. .,•......�t........_\ t ._.—.._...... .�,.. ; _...........— ..........._.-......_.—,.(.^ '••.._..__L DISTANCE , :1 E I • if . _..____..._........, __ PER SVBSTRAETE. w S EE TABL1, 1 % ;i Jl • ' Y4 1 SHEET,. ... , i 'l..,y -- — •--.....,...:...,.,.. --_!c",..,,:.�...__,_': . IL i CONCRETF W PERANCHOR �./ -•%,l- V REQUIRENEHT 1X%MD -T— \ BVCRO. KST_..—_.......—.. SIDELJTEMTRAJSOMFRA•,E4SDTH EXTERIOR SEE NOTE T. THIS SHEET. DETAILi F) DLTAIL4Gl INSTALIJLTION_NOTE$_ 1) US£ ONLY SLBSTRATElRPROPRHATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR, SIDEMTE OR TRANSOM aJWOOD BUCKSOEPMTEDONTHISSHEETAS'I%',AREBUCKSWHOSE TOTALTHICKNESSISLESSTI",.,W.1X'A000SUCKSM OPTHONN.ff UMTCAVBEEI .A IDDIRECRYTO AVSON3Y. WOOD SUCKS DEPICTED AS'3X'NtE I-IM THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF Y1000 BUCKS TO BE ENGINEERED BYOTHERS OR AS APPROVED BY THE A.UTHORRY HAVING JURISDICTION. SI FOR ATTACHMENT TO META,- THE STRUCTURAL MEMSER SHALL OF A TO PROVIDE FULL OR FFJWON MPLIESTOTR/TT TO THE IMMOL RAME Cr SYSTEM. TME DO00. SIDELRE ORTRANSOI,L i) IF APPUCABLE. LOYJEST L'ESIGN PRESSURE FROM DOOR, SIDELME, B:r MAX SHIM EDGE DISTANCE TY1TYP.ANCHED Lr E. EMBEDMENT AND EDGE I. '—DISTANCESUBSTRATE. UBST A PER SEE 1, SHEET . M IAMi-0AOEAPFROVED MULLION (SEE SEPE.RATE NOA). ALUMINUM.STCEL FRAMING OR STEEL STUD. TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET,. iJJ• - SIBM 1. 'y •. • ..... \\ \...(9 ) EXTERIOR \ PER ANCHOR \-f�V \"• REDUIREMENT INSTALLATION DETgIL'`I%J OPTION 2 INSTAL' ATION ANCHOHS DIRECTLY INTO MASONRY. r••.32l ✓...v EXTERIOR a DETA&N,.i It INSTALLATION NOTES INSTALLATION CIPTION_3 INSTALLATION ANCHORS THROUGH 1X SUCKSTRIP INTO MASONRY. _ _ EOfi DISTANCE .• r ZXAOOD CONCRETE , . .. !t." ... ...-.•........ BUCK..P PERX,,CHOR OR -RA LNG, EOUIREMENV 1t • EMBEDMENT SEE NOTE 2, r+ THIS SNEkT •v; 1X WOOD �µ ...._""-......� DUCTRIP. SEE, KS1 NOTE 2. THIS SHEET. L-.T„_____.__._—�_:f:n•MA%SHVJ TYP. ANCHOR TYPE.EMBEOMW- ;18� ANDEOGE TYRANCHORTYPE. i I I LI I1 i i2D; i DISTANCE PER SUCSTRATE, SEE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE ; TT i i i I` SEE FLSHEETi2 TABLE i, SHEET I. SEE TABLE 1, SHEET 1 AVOID ; I hj INTERFERENCE W(M I OPPDOOING ANCHOR BY ,I i : i I •+ CHOOSING THE CORRECT LTHOft STAGGERING LOCATIONS. ...............� 11 USE ONLY SUBSTRATEAPPROPRIATE ANCHORS LISTED ON EXTERIOR TABLE t. SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTAIJOE LIMITS. ANY INSTALLATION OPTION ShM%N MAY BE USED ON My 510E OF THE DOOR. SITIFIJTE ORTRANSOM. 21 WOOD BUCKS DEPICTED ON THIS SHEETAS-Ir-AE INSTALLATION BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1Q-. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTITO DIRECTLYTOMAASONRY.WOODBUCKS OF.PICTEDASZ ARE INSTALLATION ANCHORS ,.'W THICK OR GREATER. INSTALLATION TOTH5 SUBSTRATE INTO2XWDOD. OF WOOD DUCKS TO BE ENG04SCRED BY OTHERS OR AS ! • APPROVED BY THE AUTHORITY HAVING JURIS01CnON. �2 1^ 3j FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE 70 PROVIDE FULL SUPPORT TO THE FULLLENGTH Ilr MAX.SI FRAME OF THE DOOR, SIDELINE OR TRANSOM. 41 IF MKtCABLE. LOWEST DESIGN PRESSURE FROM DOOR. TO THE WHDLE 2X WOOD BL'CKSTRIP SIOEUTE, TRANSOM OR MULLION APPLIES SYSTEIA OR FRAMING. SEE NOTE 2, THIS SHEET ..... "'•~--'• INSTALLATION OPTION.A INSTALLATION ANCHORS THROUGH IX BUCKSTRP INTO 2X WU00. EDGE DISTANCE TYP.ANCHOR TYPE [AOEGMENT AND EDQE DISTANCE PEA SUBSTRATE SEE TABLE 1.5HEtT 1. 4 e i 11 SIDELfIFJ [I 1...__....1 (L i i _{ .__�_ TRANSOM i.. DOOR :. �,_• �' _3'' _ : HEIGMT(OLO) � •. .WNOw FRAME GHT EI GHT V;SIBLEUGHT HEIGHT(DLO) I DOOR ;i !•.. FRAME`.�'��/•.•ll .. ' �. HEIGHT I� L J - EXTERIOR a Iali 'I DETNLiJ ��` I ! i pETA1L!Lf I is : t{(; — j i INSTAUATION " ' ( rw.nFlcrloR I it TYPE. CNDEOMEN' OPTION AND EDGE "I I MSTAl1ATICN i` �" /--DISTANCE PER +-i ANCHORS DIRECTLY Ii ;. ` �� MASONRY.SUBSTRE �TW. ANCHOR INTO ±I '.•�I \"' TABLE 1. SSHEETET1 I. I "€ •.� •' TYPE. EMBEDMENT j ANDEDOC /"'\ ll}J TL_.>,x:•: .IL :y�^'x`i� f!n•MWLSHIMOR DISTANCE°°PER ti '- . 3A KSI NON- SHRINE .Yx ;, SUtlSTPATE. SEE ;,± ! ' TABLE I, SHEET t. t IENOnI L NONa/ETAI.LIC CROUT-Fl4 EMBEDMENT CONCRETE PER t EMBEDMENT ANCHOR ` _.. '• f3 __.__�.. .,-.••..•�.. ^.__':: REOIiIREIJf3J7 •. ... EDGE DISTANCE -, —�I _-__- L EDGE DISTANCE 622-JR-0411Dl17 J LO i G U u va N 0, o Z U ` n x 2 U U,. UI Z � 4 ..R ^aN o W F H .J O m K ti § O Y €� U O Z LL qO Z O _ * No. 58705 11P, � : �C ATE OF '%�ts'•.-ZORIDP VA �'�YS�ONAL.V `, , I A LYNN LtV1ER. P.E. f P.B, SPA✓ _.._..___.__ ,,� • .._.......... __.__.__ t16C i o�L�(. O� ,a7s• �. toot L3 p 7 1 1 FRAME HEAD &.LAMB � FRAME SILL 3 PANEL RAIL 8 STILE #20000,Rigid Cellular PVC O N20W71 Rigid PVC 720002, Rigid Cellular PVC ..__L O5 HINGESTILE REINFORCEMENT #20013.6063-T6 t 99d' T_I toss• ohs• - _I_._ INACT VE 13 ASTRAGAL COVER 020004, Rigid PVC oeo• _. xs+s ••..� .Ball• j+-� 0vTOP & BOTTOM RAIL REINFORCEMENT 020014, 6003•T6 v ML 219 - .Oar J.aI19- t - 1A75• l+—1 O7 PANEL STILE REINFORCEMENT #20015. 6063-T6 t_. 2281- r�77 0YP ,.esr to 4 SIDELITEADAPTER 920003, Riled PVC f 1- a7a• .. a.561• f000' OACTIVE INACTIVE 1"FRENCH ASTRAGAL O ASTRAGAL 10 DOOR MULLION Ji20016. 606, 6 #20017, 6063-T6 112002.2. 6063-TO _ _ I 1 ow a- 2er'-- ' s'ei=��� �I ...._�i. iis� .� �t .nr'�-•�--.Iwr 1 1 _: -ram a1a' tom; .060' BEVELED �� BEAD 060• OGEE 15 BEAD re_ ._: '' FRAME SCREW 16 COVER ADD-0N 17. FINlFLANGE 1• MULLION �$ CAP ACTVE 19 ASTRAGAL COVER #20005, RigiRigid PVC #20002. RiglRigld PVC #20007, Rigid PVC 920008, Rigid PVC 20008, Rigid PVC #20011• Rigid PVC -7..+-0Jz•.r... I :-.- lxrs• �-I; ___ .9J5' �_.._ ( r-lo.lzs s. -_i T r_1 cl - 1s7r 1i j - _ . t ea 9JU uar - ,r 1 soo• - i .062.. .19r = i -y:.._ .car SINGI.EDOOR 20 THRESHOLD 22 ANCHOR 23 PLATE THRESHOLD 24 CAP 25 DRIP CAP HINGE TRIM7116"SQUARE 26 COVER 27 BEAD ASTRAGAL COVER #20072, Rigid PVC COVER r120057, 60fi6063-T5 #1SO. W63-T6 #20020, 6063-T6 #20021, 608&TG #20023, Rigid PVC t120047. Rigid PVC ALL RICO AND RIGID CELLULAR PVC RY VISION EMUMNS. LTD. Y 01 K"SCD 922-JR-Oa110!I7 U .f b �� •- ON 3 iq ZLL =U fl M e a r J 1co —W 1 o> * f s o Z0 0 40 K OO a o �.. U Z � Z . Z ac:< O W LL U 7 N Z W O S 0• �. No. 66705 ��,n'•,• ATE OF ���I A p."GaI.YER.PE P.BY 6a2C6 DOOR JAMB 1 IR ALL RIGO PVC AND RIGID CELLULAR PV(: SY ENERM FENESTRATION SOW DONS USA. PLC. OR VISION EXTRUSIONS. LTV. ANCHOR O.C. DIMENSIONS SHOWN AS WJUMUM. DAYLITE OPEW (01015QE5_ YMEN USING PART / S: (WmE RMS OR STILES) X DOOR FRAME HEIG!R• 11.1 ^ tlL0 N[IGNT X DOOR FRAME WIDTH • 12.9 =ULO MOTH MDOOR FRAME HEIGHT)- 12.1- DLO HEIGHT OUCOOOR FRAME VADTH i 2). 11.5. OLD WIDTH SLTiTR FRAME HEIGHT. IZI • MO HEIGHT SLTRR FRAME 'MOTH-12.1 • DLO MOTH NMF.N USING PART a (NARROW RAILS OR STILES) SLTRR FRAME HEIGHT•1.9-DLO HEIGHT SLTRR FRAME WIDTH - 4.9 a DUD WIDTH DOOR HEADS DOOR PANEL HEAD JAMB W/NARROW FRAME SILL W/WIDE FRAME (HEAD SIMILAR) anxF:)a5 w.1)15v FAriJx e;u*,. tc__ y^ 5htinn a. . tR/c��r 1., x C)REVISED 922 .R•04119/i7 aIw i O Nrn ol� 8 d 2 =W — Ul Z m i � r dA or Z a W 2 LL Z IS O 6 0Z O Q 1v{ i O j r Z a Z W Z Z 5 U mil~?��IICENSF •. �j_ i * i N. 53705 '•� 10% ALER, PP P.E/ SSI05 F.WALLV- Gl SPACED :a7.49 11 6154 , EQUALLY- SPACED I \ id- EQUALLY' AUJL SyIPACm 0' MAK MAX I ...... "X' CONFIGURATION 0 POTPart• I D—Aptlon material 47 66032701 P : Rhino Lock (ST), AnuesbUry Inc, StaWms tee 48 6NO32702 P30W 3-PT RIt'T0 LWk (014T 6'8'J. Amesbury IW. Slaw— S(eel 49 71032XiFPFX Rhin. Lack $a .. IW2 X V Phil. FH Ste41es5 Steel 52 20027 Ad table S11ke Plate Aasembl , Amesbury Inc. 81e1iess Sled 63 20028 Cenlw Strike Plate Assembly, Amesbury tic. Sla.rdesa Steel 64 7S1O1X Stnke Plate Scmw• ()f: 910 X 1' Phil. FH 410 S.S. 55 7BX12PFHUX Strike Plate Scnm ()M 08 X tir Phil. Fli 410 S.S. 60 7SB1202 Flush Bell pop 61 7803725 Push Bell Rod I= 62 4200M Flush BGYI Guk;e (700 63 7832X12FP)(P Flush Belt Guide Scmw: 8.32 X l l - Phil. FH 64 41133" Pin 65 76038 tle Flush Bd; Strike Plate Dd9, Amesbury tfc. SleiNesa Steel 66 7832X12FP?P Flush Bel: Slake PDte SI IXq: 08 X3/4• PITL FH 410 S.S. fi7 lanes ILsWldleler 68 ioiea Dummy Handldl.eeer 70 2W26 Bull H' e. Amesbury klc. Stainless Steel 71 71032X1FPF% e, Slab Semw. 010G2 %1' PhilFH S1Ginleae Steel 72 75101X LOrlOe, Frame Screw. 910 X 1' Phil. FH Stainless Steel HINGEDETAIL �70�\ 0 � i i SEE DETAIL TOP LOCK, SIMILAR 9:to. BEYOND PANEL 70.72 h C) NO CKANGES MIS SHEET .2 JR-tNlt04t7 o yT� 3 >n 3� 0 v LL K E ZO oL7d o_ J n cc OO y U, i s O m N U y Z w a o Z W z V ; O 0 u.yl :bloat e. � IpNt rr'�r Y L'fN/y *: No.597W ;0,�•, STATE& !V %FS •..Pronto?.::G\2 �• P.C.t 51706 MIAM!-DADE MIANH-DADS COUNTY Em PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY ECONOMIC RESOURCES (RER) 11805 SW" 26 Street, Room 208 BOARD AND CODE AI)MINISTRATION DIVISION r (786) 315-2590 f' (786) 315-2599 NOTICE OF ACCEPTANCE (NOS.) www.miamidade.gov/economy PGT Industries, Inc. 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 .revolve 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 ITGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C. dated 06/19/17, signed and sealed by Anthony Lynn Miller; P.E., bearing the Nfiami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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 tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISENIENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. I£ any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be distributors and shall be available for inspection at the job This NOA revises NOA# 16-0218.03 and consists of this approval document mentioned above. The submitted documentation was reviewed by Jorge M. /r? rr d,/e ,, File Copy its pul .01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 H PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under IVOA IV& 10-0819. 05) 2. Drawing No. 630011, titled "Impact -Resistant Aluminum Tube 1Vlulhons", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, 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, and TAS 202-94 along, with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc`, Test Report No. FTL-6443 (samples A-1 thiu E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted udder 1VOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 61 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 JorgeVI. Plasencia, P.E. Pro uct Control Unit Supervisor NOA N o. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 .r PGT Industries, Inc; NOTICE OF ACCEPTANCE: EVIDENCE SIJTMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5`a Edition (2014) and FBC-611' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-021.8.03, issued to POT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/ 14/16 and expiring on 05/26/21. E-2 Jorge M. Plasencia, P.E. P,p6duct Control Unit Supervisor NOA No. 17-0630,01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 SUITABLE FOR ALL LOCATIONS REQUIRING NON44'PACT OR LARGE AND SMALL MIsSILE IMPACT -RESISTANT PRODUCTS F GURE t All1LTT?LE A!UL' IONS seE EBIAns I � AR NUGi SIREN? N i ViA�TL JN:1N t---..w'rAdB wDiH rOR �uY:i Aa t0.i1--... � / sES OETATS i A-0ALII • � 910ETS:a 1i DCTAr S SHOWN ARE FON THE ML41.(ON ONLY. A4CHOF3 SHOWN ARE IN AOOUION TO ANY MICFORS RFrUIREO FORT7!E FENESTRATION PRODUCT INSTALiJITiON. TYPICAL APPLIGT!ONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BEE EVALUAI ED BY AN COREMENICED IN LM FOR THE BEST INSTALLATION MUST BE ANCHORED PHOPETLY iO�RANSFER LOADS AND ARE TO BE CESICNEOBYOTH9T6. Ix OR 2XWOCO BUCKS FUSED, 2)THE TYPE AND NUMBER OF ANd/0(t9 IS rnMG L 70THE STRUCTURAL. PERFORMANCE OF THE ML7.LED UNITS. MVUICNG •F HAVE BEEN TESTED AS REE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLn BUT 6IIALL NOT HAVE A GAP OF MORE THAN 1J4' FROM THE CUP. 3) THE. ANCNDRAGE METHODS SHOY74 HAVE BEEN DESIGNED TO RES'ST THE W WOION)S CORRESPCNONG TO THE REQUIRED Ik THLS4ANRL 1 SU EVALVUA ICN-Z I. OAl)DURAT10NEfACfOR WAS USED FOR TNCT NO MORE EtIALWTION OF WOOD SCgEWuNOT U60 a) PROPER SEALING OF FNnRE ASSEMBLY IS THERE6PONSIOILRY OF OTHERS ANDS BEYONDTNESTNPE OF THESE- & / `A` j INSTRUCTIONS i i1�• QIISE THE COY:DBIED WIDTH DR HE OF ONLY TWO ADJACENT FENESTW'fN)H PROOUC79lO DETcRAL4F..PR'.SSIDES MID A ] cemlS ANCNOttAGE FCRTPE COMMCNMULLION,SEE EXAMPLE90N TN55NEEi AhT)SIEET'24 FOR MlAT>PLEUNRO CONSIDER �S,��j�� ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AM) ACHORAGETARIES.T1E L01Y�TDESIGN cAenw PRESSURE OF MULTPLE MULLIONS OF FEFTiSTRATIQV FRcaDUGTE SIfALLnPP1.Y. - l63 WHEN ENDING YOUR SIZE WIRE MULLION TABLES. ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ONTHETAFIE{51. HWRONTI TT ANCHOR EMBEDMENT TO BASEMATERW. SHA}LSE BEYOND WALL DRESSING OR STUCCO. WOOD SUCKS BY OTHERS, MUST u, utu BE ANCHORED PROPERLY TO TRANSFER LCACS TO TFLE STRUCTURE AVCifOR93WLL1 BE CWTEOOR CORROSION RcSISTAVT �I /�,/'-SNLEn I ASAPT+ROPRIATE FCRSIIBSTRA7E MATERUtL DIE3EN0.MMATE{LVdS SHALL EEPROTECTEDAS Rf.VIIIREDTO PR_VEHT REACTIONS. r I:I � /LEfi DETA45 I fMfLSII.LL �'F. A-0.BY. I-- yyL _....-j luEtiT]t4 ALtuIN xaa2uRA: - HA4 lL'NGTN -� a) REF_RGNCE: TEST REPORTS: FTL-0443; ELCO V TTNOGWAGGREGAI'OR NOA'S 9S MU(LONS ANO QPs NAVE BEiZ4 0E51GNE0 a TFa^7R1 TO COMPLY CORN THERECWR=MENTS OF THE FLORIDA BUILD WOE ANG ARE APPROY� FOR IMPACT AND NW 4LIPACT APPLICATx1NS MVISIONSARE ONLY TO BE USEDD W nM PGA-A?PROv:D FENES'IRATTGN PRCWCTS HAVING CUPFENT APPFtOYAL3. 101 MLRUGNS ARE IN COMPLIANCE FOR USE LN THE WHY i)DUANTI Y OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND(YIENING WDTRHEIGNT OF EACH INDIVIDUAL MULLION COMPLIES AMRI 711E RECU RFAVB.TS OF THIS NOA AMMR AL EKAMPLFS OF MULL CONFIGU TMS: r NOP 2 COAL 1�CwNG-_� NDGHT :� I' 1D014 EF.tI� : � r i� LA91. J' � I F! f LEWIN .. SItJGL MVLLXN4 SINGLE ML]LAN aell�sv¢wcTx , FC11 tER1 OAVURt L � �FCR`A3ttRP1.IMLL "\ SEE CORRESI^ONGMc OETA.3 MULTIPLE MULLIONS p—HILRE 1 AaC.ti. OBOES/STANDARDS USEY. (e201T P_CR1GA BUaUMG CWEC'BG),SNI f1)ITIGN e7014 FLORIDA GUILDING CWELFBCL SIN EDrr- W •ANsvAF&PANDS-ZDISFORWY)W CONSTRL'CnON .ALUMINUM DESIGN MANUAL. ACM -MIS .Mal SIOC-12 eMSC 5601a wsTRIIGnON3. N DETERMHETHE DESIGN PRESSURE Rf:OUIREt40T ILRS._ fF_j FOR THE OFEN4NG USING TIC ASCE•7 STANDARD. 2)CHOOSE A MULLION TYPE TWITWILL FIT THEOM* " OF M IC FENESTRATION PRODUCT'S FRMIEDEPTR NSTRU OSTFLCTi4Y__ S.._._. .,ULLT WAL TO 2x LOALTDT SYM190S --.�-2 D15TAUA— NRY.-..--.2 MULLTO VSEkiRY..__.__... 3 MLAL TO 5TEF1 ST U _..__._... 3 UW. TO 4ARl......­_.-...•_ Y ALTERIl4TATE _...4 SAY t0.Tl N3T:.I.9TLIL_..._4 !x2% iM WLL9.REC5�_._e Ix2x. ,x NUUILLsP »6 txZ16%a 40.LLSPEC9._...r 1x, x.w UUu4C]..--a I xAx X.MULL s MULLC81-._.9 IX:X.Mr IILLSPEC3..._S _II tX4%IFS TIRE LMI6PEGs_lt 1X4%_T9 TAtJU.SPECS�tt ' t?AX1!MX]5-a LAN. SPECR..t3 tTi%123X WOMA spS S t3 L29XL'6x.6'AWL SPEL9_..ts 1MXIINX.ID SPEC+'.... 13 2 X 4%.7S 2xsx)s LvA 1idX 1t1 X!i5IxIlL SPE6_.+4 1C• %] 8 MY LLv.6PECT_... t9 F %9+3 MYIPAL ]PEGS.-._ A E AtXYIM1CLP DPsrb'OX5__2. EXA'#tL9t82_�'_.__.. _24 MREFERTOS!fEFT2ETOOETE'RAtWEIFTHE WkIDLOADLNGIS-RECTANGL JCORTRNNGV.AR.rRAPL2OICA:, 4j FIND DIE CHOSEN MULLIONS AISIItION CA A(;ITYRFiS!FT'1 FROAI TASL-c61A TNROUGII I ON SHEETS 5 THROUGH 20 RESPECTIVELY. USING THE Ml1WGN TYPE LLN:GTH AND OPENING WIDTH GR HEIGHT {OFFENDING IF THE MULLION I5 SPANNING VERTICALLY OR HORQCtrtALLY).7HE NING CSTAO4ED N MLALI0.Y G'?ACITY iL T^ OBTAINED SHALL MEET OR EXCEED THE _DESIGN PRESSL'Rg_?cOU1R SSIFT9 FGRTNc OPE STEP 1). B)FROM 7HEGAME TABLE USED IN STEP 4)ABOVE, END THE V%UEIN THE NJ(f COLLSeN AVd IOk CAPACITYREOUVRl ties.THIS VALUE -c W. REFRESENTSTHINOIDAG TTN.NSFERRFO TO THE SUBSTRATE BY THE ANCHORS AND MUST BE . 10 A'TAIN T le FULIM ALIGN CA➢AUIY. e) FROA1THEgNCHON CAPACITY 1B3 TABLE OV THE SAMESHEETANO USING YOUR AOnUALSUBSTRATECONDITION ( MULTIPLE AVdiORI6UPSTfLtTEIRNCHOR-CLIP YAT7eiLN MAYAPPLY) SELECT AN ANG40R CLIP PATTERN ANDVER4 Y71WT THE ftEQU.PFD MICNOR CAPACITY IS MET. 7) jr. THE MUl! ION CMACOY ILA COTA!NEU IN THE TABLE IS NIGHEY. THAV THE OESIC�•�PRES302E RFO� �9RGMENT fLUSIFT) FOR THE OPENLN% YCU AIRY USE TME'MLCIIOR CAPACITY ADJUSTMENT FORAIUW TO OBTAIN THE L'JWFR MICIiORCAPALITY RC-0UIR[0.WITH i.'BS VALUE A LOWER ANCHOR CAPACITY OPNION MAY DESELECTED FOR TP.ESAM11 SUBSTRATE S)VFAIFY Tf1EDE.IGq 7RESSURE RATING RS^J•FTC FORTIDE FENS'STRATIO^1 GnPACtiYLL85P 03TA"YED FOR THE MULLION 6YSTEM.THE LOWEfl OF T:1AAIT+tI�OLNEW —TWO SLtTLOLAFPULEOORNE—EN- MU{9ENNESTOH PROTIUCT ASSF7.1f1LY. 0) NIOHLIGt•T OPTION USED M40 TAIILB VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMR. PRODUCT REVISED uuuN N Iln Ne'N'd" ^afny �a� 17-0630.07 B pfmtl-OPtp 0512512021 *: No. 58706 •: * p T i�;: V/w' AT '•:'tON!OP: �!SS�aNAL �N `A A FL P. MRdffifG F7. E.TI 687GS DETAIL A: DETAILS: MULLION TO 2.X WOOD BUCK `Yt9 m MULLION ATTACHED TO 1X OR V.'OOD FRAMING I WOOD BUCKAND MASONRY (OFFSET CUP SHOWN; i (STANDARD CLIP SHOIWN) eiiH0liYFE % � , �I I i1tt�Vltrn�nE �..a.-� A NaLeun '\:�.\ �.. It S\ \� � ox eWu j' o m ��� • !� TKS EG9h •�., ;\ `�`�\` '`.\, ��jC,\EFAEra f iSrrsWtFUi �. •, `.: EXTERIOR EUx DKERIOR � ,� .•- � I p�mws,ralrunr i � ) i ' i oec wrnrai! i .•�� icr:ErJ PxwETrvt:..i \ i i m.•vcna+ TVP.ArK ,oR - Sua;mAr PEA t":s%AAR, / ETAE G143 .: /�SFSTA9lE316.tP8 / _Ep SEE — Bra .•. P ' 3 NCiE r, ,:M1• . 2LFL • • S!UE VIE4Y FRONT VIEW INSTALLATION NOTES: i)ANCHOR ENIBFSMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 21 QUANTIFY OF ANCHCRSANO MULLION SIZE SK"AN ABOVEATFCR PICTORIAL F7Ef7iESCPTFATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PAR'1YON FL A4dgR 1D.ViCHCF OUTMIC� THE CORRECT QUANTIY ANO LOCATION OF ANCHORS M'JST BE FOt�YJr_O, NEFEH TO TFt'ETA8I.EB ON T1E FOLLowmo SREEM. FOR DETAILS A.D. EITHER THE STANDARD OR CITgET CUP MAYBE USED. 3) ANCHOR HEAD TYPE UAY BE PANHFAO. F1_1(FIEAD OR FIATHPAO. 4) WOOD BUCKS ARE OPTIONAL SE DE AL C. SHEEF w , FOR MASONRY APPUCAT,ONS IN MUMI.DADF.CO!,NTY, USE ONLY MW"AOE COUNTY A4-PRO— ECCl!I. M;ON OR ELOO 1,14'S.S. AOORER.ATOR MASONRY AN' HORS. I c m.Awm � vY ' ii ArD Si:'u "n6TNslES td PSa —J � rTAGwBRe eroTnEns i -- " i SLEET I. i ._.t•.v,:!._+tp�,', .C_. i8N U F P z LU r W CURTFTS QiCIN •' CBfAKC �-��"5.0.3rETAPATA R j ry_1 `. `PwSYrwCE Ftit3 U KN N 'rr\' SIDEVIE D z w, SSA; _ J¢ U t ^'�+ I GUYAur P2 c. U Y^ � rnuLPDsr ¢ � y ib z - `+__-- fly & z TW.AM>OB sl.g .4 IJ ISIA vct aro3rvwm.ti �sr:; r.IxE3 a PRODUCT REVISED �'��� OURMing lYlnB IN Uw PloriAa Ar.ArAn¢Ir' HOA-No.1743630.01 ..___�._ BYernevs. iu Ira Bon iaw. 0512612021 `9:M .'�t� SEYtA1C t. P •MS r. gY ' Mlnm �Pruct Confn SRl LPUT ttvYIIfIE BAnA! f� FRONT VIEW ,k No. 58705 .YNN MfL'LER, P.E. FL REA 58703 r DETAIL C• MULLION DIRECTLY ATTACHED TO N.ai�u MASONRY STRUCTURE (STANDARD CUP SHOWN) en wi+i" ' �-•• �. :� IiDT:,=.DJ ���\y\`/`�-,�,�` -•'} ....nat n:eErx.r= I\j � '•�'i: Th'SiS iF!Ja EDCE!ItlTNX%! EXTERIOR / ewewsrA CE � i' •b,..' / i^ANfED`aM1-S,• a.`��U'���i''�F� j � �EalNerxecvw � . L ``�s/S / ; :�1 fi4FR,AfiD / `!: ) ANCHats � � f nbif)anTl. D!(f!A I ��I�efKAf?!IYFEl_i Tm.iND.a �.�.•...�\ n.. —OpR B!IST�N2, ES iA&E31Fe?t e „ .. 1 \1 / j'�� pRt!x4Tf9ATE. EWE=t1''1D '. jyp! SEENOiEf, 6<pllT :�_ ' . • • � COGG sEn rw!m fNi 2>xacD.xsma wlza, ' FRONTVIFW urvuw�sa*iece� f .f>n SIDE VIEW INSTALIATIOFI NOTES' I) A2.'CHOR E/ABCOMENT ro GME MATERIAL SFNLL BE OEYOND YlAW OR[SSRfO OR STUCCO. 2) GUANTRYOf ANCHORS ANO MULLION SIZE SHOWN ABOVE ARE FOR PICTOANL REPRESENTATION ONLY. BECAUSE THE MICHOR RY CAPACIS BASED PARTLY ON 7"EANG!DR TO ANCHOR DISTANCE, T! t CORRECT QUANTITY AND LOCATION OF ANCHORS MUST Sr. FOLLOWEU, REFER TO THE TAG:ES ON T. E FOLLOYNNO SHEETS. FOR DETA;LS XD, EITHER THE STANDARD OR OFFSET CUP AWY Be USED- ,) ANCHOR HEAD TYPE MAY BE PMIHEAD, HHEXIIEAO OR FLAT',MAD 41 WOOD SUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. E) FOR MASONRY APDCATIONS 01 MMW DARE COUNTY ,IISE ONLY MIPhfIDAOE COU"TyAPPRU•E0 ELCO ULTRAOON OR ELCO 1IC S.S. AGOREGATOR L-J=NRY ANCHORS I � FRONT VIEW f� EXTEROR DETAIL E: (L^ MULLION TO MUWON r INTERSECTION NOTES: '1�I$ryr e 1 , (U•CUP) WTERSECTIONS. EI7 00.'GRQS4' IEkp S viR¢6 � A I pY i 2) MAY BE INSTALLED HORIZOWFALLY 1 (SHOWN) OR VETTICA LY. L_ <• SI SEE UCUP DMAWWSS. SHEETS 21..23 •en tU TOP VIEW FOR CORRESPONDING MULLION. Z 4 oux« O vI.NL•.�_._.....y C j ••�` SIP1YSRaL1A DM1PAPq 31 � � j � �./ W11iCN.UiDt51!^•". W ! 0 . Z: `• I j Q9 EXTERIOR 2 Zi q1 q pf Z � utpY ATE 21AliOR a y Qh� lOI: KtXE lCG1TWl _ n N J FRONT VIEW SEETHiaPA� i o U fn q 3 q ? o SIDE VIEW rlg DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH .•srnucma '.4,4 '710N �—Tca$IR.SiFUiB, / .=p TFblEa Hni18 •� ` ALL21 FaesrEa.snilsR<NrtanuN .f OAMU'S.drt WI'tT•11 TwE /: 8J •-QIDa. Asxwomafwxvsvreset Urt+nD.•cvi er eixExs JE Ny'YJANO!Ufl sFea ,SIDE VIEW NOTES: I)F0R2X WOOD-BACKEOSTEELSTUOS, WOCO ANCHOR VALUES MAY DE USED. 2) SEE CORRESPONDING MUU.ION TAELCS, SHEETS , FOR QUANTITY OF SCRE•NS PRODUCT REVISED eeafPlCI. OuwIMt Fl-lI 11EIa0 C C NOANo. 17-0030.01 Expl.xti- Otto O5f2G12021 i C/ .EXTERIOR DETAIL F FIELO-MODIFIEO MULLION CLIP (F-CLIP) s�uerAnsaa, ��- rlxce'IsxANOLaa nsiu:ATwR DSPrar_PceiAA:es sAeraAo wuv+uo �eomco tosrtFxln czrCmcla. •O DO SIDE VIEW clvR«vr:N�xezac D ura+ .-PERS'.951RAi° V. � �x SEE iA�iFS xE.L•0 L+TO{�'h`Yt1.9itiEt. StTWRRil3P: SAC HL'N.:li'CitLNnO'(�V WJPlfxinoiAE:O. - Fxnxa+ytif 05'A� • = ➢ERMLH�S i NOTES FOR k'LU l ATION OPTIT:NS k 1) DETAIL IS NOTAPPMABLE FOR THE MYOR 126-x 2.11-%.M-MUM. Ti SEE TABLES III-M FOR AN WOR OUANSIOESAHD SHEETS 21431UR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUrTARLE FORTHIS APPLICATION. RETAIL G: DETAIL IL ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CUP) `� TOP VI __�• PRODUCTREVISED 17±630.01 w.u`mty L( P. a IW In noNao ....t/�~^ 5�.t�x3Mn�w %/J: lRPlmNun Dal SR6(2D2, .•.� CM1DfiSG.V1Y / .' O �. . / ey f E I, ., b Da1.NrrE ` K . PEa ) A1C1Cf. a�4f NYILYN �•. O NOIFS FOR INSTALLATION OPTION O&H: R, I)USE : MOW 0LIP= PER MtILLgk ERR. CLIPS MUST Of; CU^ENTER INSIDE Cr MULLION. 2)DETM_G SEE TABLES IS-146 FORMCHOR OVANTRIES AND OHEETS 21-23 FOR MOLL 12 No. 58705 LOCATIONS. 3) DETR_ 1C SEE TABLES IM OR 1143 FORANWOR OUMTRIES AND SlIEEr22 FOR HOLE +�0 �C� � p -,Z•. f �` LOCATIONS, OFSs''•:�ONt[?A .:'N��� ff �S70 ...—S,NGI, � A LNJNxMP.L"P.E S FL Pam 58705 TABLE IIA _. Opening Wift(f. PaTiM. 7—)Ix Openil9I h"tUW Oft.Y}avYfnOB 9F.T—) OOYI 00N NN a3N 90N 1p:N WN NON PMagAn I v T4✓ta•'R loe'ry ReCa?W Lm3ep TnpTlm9 iarlrg iNeM1^PM 'sKn Tnp101mp. 1¢Np .ln)mg91' L9s1+9 lL.". Lo{4A R' Ulelt6ro T_'d_ NN>yty LeaM3 Tap•INA4 �M i1i�P•br 1[dro Ta9lIAaN. Pe,nnptbr Yeml TYIa>r0 1 ➢2;.12S At=PAU.Tu,. ,, i E a ". 111 �jla{bq 1 fill TML 111111111, kg:aa4319 ${a09 ua Hq!bJ1LL1I..9a.e9I1 aMt1tR9fiIDo13! n]l]N19e4t4e.dJa3TT3 aNtIImIm-K]l IN1143.aJ9 • n>J115N1t1 T6Z1;934DJ99 NJf10aIa>g ' I3SDn)J..0.SIe J31A:{]la{ee1 aaID19A4aDe0 uN11 TTII2N1I97 :4laD1..a)t •Y1 .Alea.Ja9 J310•ln1J ca {7oe1 I{>we4J.1a aa Na 30 kAJI 2 IIIYwIAa 2 NMJL.Aa! )I J.ToeMal 3a?m419 '- M 9aHe6l4!eaeDNi4YN•l I 21 .J9 5Jig { a'd NT .4 1a ]Js]SuI6 Mx4nI u1 10 ]f➢ ]CYID N •'_}39{I9J1 ;A 71 ]J- 02 _i7.7 q] HB H]T -s]t1t]39Tpx1el N IU I • tis2 0. IBa U* _ Na Od u3 a {rewlvxm �vl�•ts I r•e ee{Iwm., � Ur Exol:9a.m Anch.'CUP Panama 1FrrIGUR.i: -�—� FIGIIR�2•,_, FIGURES -- p I O • .WGLEp —T BE usm P3 PAIRS. FIGUREC FIGURES. FIGURE'- • FF I ® - ANCHOR CAPACITY AOJUSTMeO FORMULA* (O' IC ;, A.UCRORCAP._ MULLION CAP.,r,.. USE THIS FORMULA TO OBTAIN THE- 'ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. h•HEN :T IS LOWER THAN THE MULMN CAPACITY (FROM TIIF• TABLE) OF THESELECTED b1UU.fON. ITW.LL YIF.LDA MLNIMUM ANCHOR CAPACITY WHICH MAY BE USED TOOUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCIIORCMACTIYTABLE PRODUCT REVISED euname Coticwlen !no Flagm NOA-No. 17-0630.01 eaalrmOon 0Aeo05.12612021 MlomrD •YeoGue7 LTT TIELE NOTES: 1) GEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR 1NFORMATON ON LOADN% SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --, I.CaT T.*NEAR INTERPCiATJOH BETWEEN NULL LENGTHS AHDIOR CT'ENNG WIDTHS IS A:1_OWABLE . U) M:F_UON ANU T6ULVON CLIPS RI1LYhN ARE NOT TO a^CALE. FOR OIACT DIMENSIONS, SUESHEETS 212J. HOLES 798E.11 IF1•• IN THE FIELD FOLUOWIXG DLNEN5NNAL RESTWC1-MS SLFJNN ON SHEETS 21-29. z6w Ilt 1.iy FIGURES SHOW SUGGESTED. APPROAVATE HOLE LOCATIONS. ! SV65TMTEG: gNCREIESHFIL CQNFORMTO aC1301 BPEGI GA 'MOLOW AVO GROIfi-FnIR3 BE PNEFSI%RETREATLD F ..•. is e`sE ••�({C•'�.. O:lNGRETE BLCf..K IODT ICM✓)SHALL CONFORM TO ASTNCM.Y.WDSNALL Yr1C0VJ 50JT1ERv f%INE WTMWSG OF OSS. ALUNLNUM SHALL BE ECWTS WODEAMLNIMUM OF.I2i5$7D3 •� =tT� '• TMCK STEEL STUDS ID AEAMINA4U0.1GNAOL SG AN..OTS'TFaCK IIB GAUGE}STRIMRIRHL erTEEL 706E AT 1•x2•%�M MII111W1 �,_ LEPST.I2S TMICf(WDA36.ALLArvI'AtOR3 RTi0 METAL5141LL E%TENO ATLFl1ST 25CTiEY/TNRFiT.)S OE1'OND -q TNEMATERIriL. QIU 8 Y12 W(JIORS INTO 7'IOCOIMY BC STEEL 148S.S.OR-0IC SS. ��5... tORIW,•.•'.C•i��� a TABLE 2A ---- ' �-- '� Nui54n Ca !t Table Op-1-2 YiMth lode.'1ka9r-iwlfn'r9 ra&lans)4ropeumg H4tgld tArFinamMeiaMng mIDc ) '9h Lx..e Mxpa atlh S>r5edv TwI 'aitl 1WT ••rrra9r+ T.14. :m�N Re41.R3Vu A2 TMV+K• 1aP iih 1 7•la' a W xrxw Wa1 :WI-4 "LafaO 14 nLMcO tmRG Ice LuiC ] A$ • d76 Au,AtTReA :bl4m4w4Ln�h ,� -iu r 'a ; p L L-v Lm �$�y��_ ¢$�99 ��a1W1$��3• 1 y§yd31I5LnNi<o] I�i.«Was 1fillfs1 �I@w 1 � g a id a� �sDL_�l! fid4t )•) $$d93A1A �prl �]4NlYIcA�] 4.3 "is m���5A Ins fs -h i We a r p9ti ] .0 1 19 64 A] i0 W. Y 41 Yi GA.4 4 O HID A aD .H tpl9] 03 '.1D AZ J4 AM ale, T. a .1 OLO I. 010 U3 ]31 2L] ]]A M7 i 2m ' 9a d<D 15f ]a Ri t"e Oti 711 67A j 2S A40 l S1.] mi i Per att ]]4 mC ]SS 180 iN 5 11. ]w m0 N1 T.d 2N 4II0 ]]7 ]N XL 2 xa ]]2 ]2a :9< N.0 TJS iV !FI 9I L•9 t4G rA A. ]W Nil A.9 ICt) DI 7N v.-8 w0 'Ji wi .9< a9]' :AO ir9 m.9 Bt ]3] ]b 311 SfA 'NC ]t0 ]I.e 213 •@a ]SO AG j:.]] 10.4 2M ]SO i14 M)! i64 9.r ]C9 48 1^.A PW ]]J :t6 :99 R RA nW Tp.a O A9 m.1 @2 L'a tit 31, NT 4[0+ V.p 1iD <79 DI •AA @G N9 1aI 164 ]a0 ]l4 ..9 ,. HO TG 7A1' to f60 IN,ffi] 1Tf n9 7a6 .� I.- I- RW ]Cl ?l.0 1P M.M1 T" .12 M. a'. a01 .. 1T0 14] X9 w. :. 1fC St 10.) IC Ha a9 Ipl s0"i CG TT 16.1 rC fy9 tia I.40lA 10 ED i¢ AO 1@ KI lA N] @O >N 1@ lit 150 14! 1@ 141 16f H] t@ ]44 ttl' 1@ A.] lA lY! 1.A 15 6.9 1@ rt? 1A Wh ,.a tw Ha 17 1GF. t , I TABLE 2E pne}Arca a Table s xbma. a .eo<.R.e xwx; fr].faL1a1 O6 Ete Lb'Eb 1n3a�... 111b. P vam i916ke1 :]Skti sv 6f.d MWDcO Mwa] IN'(mlftsc YIO•tb M'� 116 Esc4ivm LA'ECOIY'+em- A r6r iibv;+a Ap,oPP. 6<Hn 4618efw C:Tj Ccw1Ga) Aa4Ii4f GtWPaOime swi Sn9n I' ?42 A• Yu]' 11D• 1, 1 a'✓a' �b1lY 3' I1N' 1IV• 4fY' �Y'A' f•rf T fYC 4Y)'� rYx. StlaDf (m4TJP 9n1 T.4<' WI• 15<' IN ! ]H lta iwlu 'i]WI R. N.CA 114b Nth l6P.f sM q..U•Yif. DG96M vOM W561t1 RCN ]W !f a49M RUM 1w.M 20M tQ®+ Ww ]GM xu YM A NA WA 'ie-TM rtvb 1:LCan IArcw.Cf.u'uw OC IB.Ka4lxOwnp di 3l:. ]I�MM <Am'Inad TSiS OF.71JhM1Arob wwl Ss.N ]mw N'A _._ _ .. 1W Rc TU�4Wb WA .._._..._ fYDb N4 1t4ab _'•._ IAb Tb mS fi'A ..�.W^� IW ..._ WA WM Iwl+ 9W!'AR'.a ]1I0OAM Hxi4.v <¢a+ WA 1SW RS SCIb bf5os 15N m+ iY]ASMb v AMSrvlG0.13•Me'?u.CIVQx He I53-ASn Pb.1f AnxMOGl1f'<m]ei WA 1 MA A4..+f 1Y�4 SR ILA tSib eLW.bL 41 Av/a . fN+1aYrAMM_ �145�A MiMid f4•YI <I.i.•J.-a R].f. ��Af..9rne3 nnf r]r.felcbmYa ArYni1t[Aub rsNfSLA CiR VU9 AS IIC STANDARD OLG. ANCHOR CAPACITY ADJ USTMENT FORMULA: (_)%( ANCHOR CAP.. s,..\-AYCI:ORCA0.e MIRLK)N GIA.,.... USE n14: FORMULA TO OBTAIN TVE'ANCHDR CAPACITY RECUR M- CORRESPONDING TO AN ACTUAL PRESSURE REOUIRDIENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY IMP"`THE TABLE) OFTHE 61ECTED UUU.ION. R WILI:YIELD AMUNR1116ANCHOR CApACRY WHICH Wty BE USED TO OUAUF( AOCITIONAL ANCA/0R OPROYS FROU THE ANb37RCAPACXYTARE. PRODUCT pREVISED BulMing WoeO MRh thi Florida Now-N..G Ce'17-0630.01 EaPlrA"lon V.I. 05262021 FIGURE 1: FIGURF 2 TABLE NOTES e ® i)sFESHEETJFOR; STRUCTICNSONLISING'THETAELEB AND SWZr25 FORfiIFORIAATK]N ON LOADING. I.Dor ® ® SEES.EET52.1 FORGENERAt.. "ON METHODS. 2) LINEAR INTERPOLATICN BETWEEN MULL LENGTHS ANILOR OPENNGVV0TM3 ISALLOWAOLL FIGURE 1 ,O 3) MULLION AND MIALICt4 CUPS SHOWN ARE NOT -TO SCALE, FOR EO•f.TOIMENSIO.IIS. SEE SHEETS 21•21 HOLES TO BE ORILLEOIN THE FiELO FMIDWING DIM@IS:ONAL RESTIUCitON55%+OWI4 ON SHEE752UTJ. 2.000" s11 ] 111 ] ] II A�aQy ® ® F"SURES SHOW RJGGESTED, PPPNO%AL1T[HCLEIOCATIONS. ``'OCEN6'E' Q' ANGLE CLIP MUST BE 115FD PI PrtiR.S• d) SUSSTRAIES: CCNCP.E(F. SIfALL LYN!FORM TO ACI3CI SPc'CIFICATIONS. HOLLOW AND GROUT -FILLED l cn CONCRETE BLOCK UNR)CM)J)S]fA1L CONFORM TO ASTM CAC. WOOD SHALL BE PRESSURE BcAMWiMUM OF.I2C .315' -(}f NA. 58705 FIGURER: FIGURES: FIGURED YEL•,OW SOUT]IERN PINE W.SGOF G.55.AI.UMOIV.'d SHALL BER043T5 fND T}U(]CSTEELSTUDS TOB:AMr4PMUM GRADE 33 AN0.04STHICK )16 GAUGE} STRUCIL'RAL STEEL IOSE AT BhY0.�'O�]}�- I,A S,%.7t5, M:UJON 'O I �l II II •I L=JST.125'AL.C,& AND WIZ KCH,)RVCHORGWTO METAL WAYSE TEEL18710. OR 410 S.S. WTI/RFlrC5 THENATERIAL.:'A dat2ANCNf]RS INTO WCOO NAYBESTEFL ikOS.6.OR A70 S.S ��•• _ FAT "III A. LYNN MILLER P.E. FL PEA 58705 I TART P:IA opdninp World Cawrtiol)Fapa tingm[wlnl ma, mN may mN or Opening NelghttYor MnmNaMwaMnD �Ofa) and 1mN Imd uan rmPT 1a275a 375 Ala. U,Won IWf>,par LaIL9 gF 5g yp zy a JT4p. L'nFn7 ¢¢ a_3� a wd+arY lefdN g pp'§+ yry rE, nf�na. 4 Tv � B 8 FG� idw+ W-V ... �3' Iq, 58 xp 76 2� -�� Ts1'B�0. ler)m g a3 gp § '!� �� rYe.La4r tm0�9 qq gp tly 9� @3 aoi�+w fawidJ e' Ba ida l-2� rl.'eta�a%n tmly_ g g 5 aq Igo 36 dr✓+�'9. a•�.3�¢� B9daY w _5� R� i� Tr>a�a i3 1I pp 1 IS>�. 2 Ia's9 .. $$ y 9� 2F - . a"fl . -.4 12d IIn Imo W ImA I35 IroA Tu ro.a +A IraB am Uaa !Ba +m0 F.t HBO'; !19 ml 11ad vLt 111a Itv :ma� fmA a, BIi 1xi.0 lYl0 fM0 1119 DaA Im0 SN 151 140.'1 1139 f]a5 tiv IDA :m0 R1 face )se 19l RA O8 tm1 Itv 1C] fma Imo 1N-0 a rH ImD SN ImA na lita SH 1!Oa i4` 1Na N! CAD Ifv INAi Sa2Y4 Ima lIx Ima m) IroA By tm9 (]I Ura fam Ilca m H88 14p 1n0) y Na3 IaR 110A !17 IUA f1N Ixia 795 I1.9 1QB f7C.0 IFB 60.1 fli 1HA Hb 1mA M 1TOA do Im.1 9Bl fma 99V T1a3 9CT IHI ma IN3 m1 1Sd 1>: ILr] 9:r 45a 711 W. 9'J NLI Tfa ..SIB Cat 9g IIJD m.a 3>I mA A5 91A and H+.1 Tv 1!f] ts9 IRl Tv n9] B1: 10ae ry +- mt fL2 1v tm- 1W 1IA TYI Bl8 6H m3 tv 95.1. !al m} $I HA av mN INA) 6% naa a1a ImA taa 11'. Six H.a Om WS H) :B] L9a 9a1 !N a1.1 889 Ia9 m1 Wa !se m8 A.1 f.A M1 !a! H] i dm !al N.0 a1A ITa mA mx -1 62r BBb IMA mt 1111 SR m.) Tar 511 mJ Im +Sa ml ;i adx NJ 19] 51! mx >1! Im 51a aat Im xi8 31a H.I T26 m8 !f0 fAd W B0.0 S10 raU IH SN 10 al.> 'M SIA 31a 318 11a HJ a13 il] HI IBa SIB !aD IF5 HD BIa U.B adz NA HB ]ace ,9 i and 9TA l5B T.S I Ma Sr.1 11a HJ ]F Iaa 4S9 !tl b5 CA .H .Be ax! :0.6 +b 4.B 'L) N.1 1•A HD m] 1:1 ZBA 3M 19 tN R.7 MI ]II 9.a iLS !10 E NN H+ Ill' ma' v: 1 lv Ial I av 9.1 CS mi v2 II.4 R7 li] mN HA R7 Ill 3N Mt Rx RI 3'H -'" vJ !N al.! rm )tir �- Rl 3Al J1! ]]2 RT 95) of 318 !D R1 2E! 1r.I IlA R! __ 2dx NA .�. 1 . 1R .." O]r ]a.1 2bi v/rall m.1 v1 v.9 J.4 N] Zm Jai 94 ml rm SA I NO 1LJ >+T 19) v1 IL+ N! 1L r fa! Pt nlb 1>a 1H Ue Hr -Ava Tem 3^.REtala9aca. 1 '+:'E:tv lWx'nn ENiR•+%T 'EL'olba an AMMTCQP DaNIm9 L_.---..__...__-. _._ -••••Y i'::;: ..�.r � "f-irT :-I ]�1a FIGURE t: FIGLIRE2: FIGURE MULE tt MUST BE USED N PNRS. RGUR: I• FIGURES- FIGURES: ARE USED IN THE EYAPPI S ON SHEET2a. ANCHOR CAPAC7fY A0.1USTMENT FORMULA: 10 CaP....y\.NJCHOH OAP.,. 1161 � IOPY:X(/WCHOR 11 MLIl11ON CIF..��/ � USE THIS FOIUIUlA TO OSTAIN THEIMCHOR PRODUCT REVISED' CAPAO'fY RECUIREWCORRESPCNDLNO TO A' pfying wllh the Florida AGTUAL PRESSURE RECIVIREMENT FOR ME OPENING. MEN IT 15 LOWER THAN THE MINCH Bulleing code NOA-Ne. 17-0630.01 CApACfI'LFROMTIETABLE)OFTHESEI CEO MULLtCN.iTW.LLYIELDANNI JJMANC]gR Gplrollon Ocean OSR6/20Y1 CAPACITY MOON MAY BE USED TO QUALITY / AUDITION.V. NLOIDH UPrIGN9 FROSITHE Miamrna ro oaf ANCHOR CNUCITYUM-12 _ TABLE! OL 1) SEE SiEET 1 FOR INSTRUCTIONS ON USLNO THE TABLES AM SHEEET 2: FOR 07FOWATION ON LLLIL'LNG, SEESHEETS 24 FUR GENERAL WSTALIATYJN METHOI3. J.) L61EAR INTElb'C.YATK;N BETWEEN MULLLENOTF13 NaD1OR OPFXPiG WlI1THS 6 A.IDWAFJLE. LOCO' t- j'- 11 i t t I f 1 ,.SapNY LYNN�� ., ••. �CF 3) h%ILL(CN MO MULLION DA'3 SHOWN ARE NOT TOSCALE. FOP. IXACTDOA3.SIONS. SEE SI EEIS 21-M 2350' ;'• LlCEN3E i .1 p HOLESTO DEDHILLED IN THE FIELD FCLLWANG DiMENRICNALiZS1iTP.1C!KiNMSSI�NN ONSHFxTS 2i-23. k: NB. Svcs= •• YT- FIGURES SHO'NSUGGEVrEU. APPROXIMATEWLE LOCATIONS. a)SUBSTRAIES:L-57NC-sm SCULL CONFORM TO AC1301 SPEOFK;XV4H&HOLLOW AND GROUT*LLED ' / .377 _ O A •,` �,�. ) LYE CONCREfEBLOCKUNR(CA1U)SiIAU.W%FORMTOASTMCfW.WO00STULLBEPR:.iSURE-TREATED Y111.OW SOL'IY.ERtI FINE WRH AN SGOF O.55. ALUMINUM SHALL BE a)63-TSANC BEA MNIMUN OF .I2S L -'T f Off,-t,, ATE FY ;'�4/` Fs •,•p<0BIGa•:•G����� THILK STEEL STIAS TO B?AMMIM.U,II GRADS?I AY0.04S 7Y.ICK{18 GAVGE).SRUCI'UNALST=EL TDRF.. AT TRICK ANO A3C. ALLANCHORS INTO METAL SHALL OReI.'D AT LEAST 3 SCREW THREADS BEYOND t'Y2,T9';(.R'u M10.LDN 3 �'tJS�ONAL EN 3` LEAST .12T THE mATERNL C'0 S412 ANCHORS INTO WOOD MAY BE STEEL, 133 S.S. CR416 S.S. A LVd1N Ai11LR, P.E FL P.E." W70S TABLE 4A 1 x Wa A OpANIq Width pMIeNTEU3,SPBRUr0 d,Armi ArOpminO Ma1Bh!{Url+cAtatNllti+FgYi]G MlsarAl iN 39H Ii=ckgA,• tA,Ay B,trFN leedrj DDF + LGNm TnA'I4]Ili Lm8.9 70N AYMMM]w U>aA9 iup^uy L=a+1:N Wb Rxtn:il¢ t4W4 TMf4sp lm:y fib Rxl laed+4 ¢'4TIw4 IAsSitl iNF. MLnSNt LaSm4 TvpTNp lat4 IAb Pr«..Iwq�9 lAx`ry Tp'Tf¢4 19atIB NDN iBdsira Le14M T¢Nr5a4 LNfo9 11a+wpxn 1=8614 TrFTIw. N .660 Ak- 49�m n RF an Samw Elb COF RN eaN RN S aF '1aA I ON WF' '� uy go 1m0 Ima 6N ra gy V Na1 - 3� In sr NA 1m: ��3y• `1A/� 14 eu fma Im., p�.{d IA sa lAA 1ND aW aD N,.a tmJ Ag u t� w N0 ma IAa q 9II rri INA INA 'y �� SU Oat '� u� I= TSD NIB fan 11" INA! +� III en ggS I1QC naL14.11 y a 121a Ii• Imo !AA W. fao g 3 170D NtT ggg lrst NI) g 1ma laA y •Y fi of Ma gy d I., a1.5 ppa�� 19I0 NI: IAA taA !H e1D lull- +58a 1ws IBM tar 1ra4 lraa u1 eaJ N7 IAD M lad Rl tma al I:0.0 I- IM ASt 111L0 1:N In.. Is, fw aEa lix BI! fA m) a]9 Sn i11 19l Imli In. f]]B' AID a.f B].5 55.5 S1A II1 71/ aI }N Su faT SN Ib N2 TM i.'AA� IT's iS9 [9.0 uA a2 WD TUC ItID 0U Is 751 873 SN ]a ,a IAiO Ixio ;,Is WI tU a] S1A vs AD T54 fa T10 Wi eaf S-03 159 M i]I 13La IDa9 /1] /3J saa aA 36a u1 xi2 Nee I!iG a5 aD TIT BM 5:1 M I0I 11i.3 1Ta0 118/ WA aA 312 11A' 4B li.l 73a sal l4! EB.I fi89 Ia0 i]G.0 iN.0 T•A at 9IA and IMa 1CA' R0.J 1Pde 75! oaf ime R0.a 71aJ ate flit tOL7 ae5 ea0 Al 06S W ]E/ 9]0 nl SII :ma 1T04 1- 110a !0aa1 0: 6]A Bti al Ta f30 !i^ 191 III fad Imd II5d IU.0 lae R.1 q•T a4 Bf9 i17 a0 i5r fM of f1] 1ir I'MA lad I7U !IBA Na /8e la! a.1 SN >af IAA PYi No Ia Ate l55 Im0 1]SAI 1G49 alJ Al a. Di.l :12 fi14 913 all ni 6>a 11 as IOl 1NA INA Mrid I04a b.l 07./ a.l na ]a1 }Se a1 (N 31] Ai IS! 31i 1Fal INA WS a.! 8TA 541 Dae A5, Ifa HS aD SI 878 S71 l 6a M ma IR] I.. -1 Tix mD E41 SL] !DI NS An .1, f21 al IIG Nl IUB JT.! N/ mE Yl! 1CA NI .1 71S d! w pa al 1A III uA 512 .72 ]a] 0aa ]AB i!A BIS 4't Al 8l0 al 5a IDT IN.1 0at )eB ]SJ NA 19A :LI Ta 6!i SN In M a:f ffi 5aM SlA' AI.] ]IA AA ]a0 54a i15 lia Ar 6]o 611 M 1R iNd W.I N2 SSx NA /a1 T.G n0 Gi I a} NC m ]IB Ei! IiS If) x5s �.} N.I 19+ Y.. i3A ]Ge ]fd ]II 5!.} }4T 32A Y8 x!A 1`t mS l0I IIx SFA 1a.1 J'•1 xl.a ]!a M m tit '36 31.0 ]N t-d 'ke IB2 ]a fOfh ia! ]!3 ]a.! 2SS -1 XIi R9 T5) ri1 x1.7 .. •i ]O I4a ri] 19-0 xN 13i ]a 1t0 x!J t81 3aJ I95 ]]I - +nF nd xcr mr xa xI' xvxv xse xa Ine Tar zae ns nd :a Led xn lv ar lad m _ fan AD ]A IId i 2% 11] 25 1la of 1ST TSB fat xN ' TABLE ae -" Anlilof e�o¢e In Ct,:9m Anehar COp Pa90ma 1 Armc M+s Yld'Hs Wa9en yl•Fka lxmGm : _.._.....-• t...Fx O+•Ana Mi ]• ]-1A' 1• xm:. i E++Malal [motOPENING CdiA le, fve ylPfha Ie+em Tama ts!) - - __�T w•A9En YCEFn YIT Ueclemm tµ'Scn 1l4B:m AC:aGIy IM1ewl ••_ w'L9 Ec9 ABpeh]l Y.09am N9yw a-m'I 6ae+Fd) oar l:Hi•" •�•� ANCHOR CAPACUYADU3TMENT FORMULA: (DP rx{0.`1CHOn i>P.,..,.e \, ANCHOR C•P.- "• MULLKW CAP.,.,,,. USE THIS FORM' TU OUCNN 7hE'FNCNOR CAPACITY RCOUIREO• CORRESPCNDINGMAN ACTUA'_PPE:bURE HEOUIFLAIEM FOR THE CAPACITY (FROMITF'4 TAME] 1FE ELECTED' hAALiON.R WILL YIELD A MMAWA ANCHOR CAPACI. WHIDIP'.AYBEIISEDTDOUALIFY ADDITIONALANCHORCPnCNSFROMTHC- iJlCHOR C4pAG7Y TABU' 41=tvw�t� ITiS �4.iH' 1eD' ]lam9_.. w'A sla mi` .aA Osu WA STMMARL iIrST x¢..-lu r �_ WA -lai, mx. hA i.Im . )-¢, WA_ 'ipml r mm tYA Nat, s_Va'_.___Y x, B'eA - +eum xA:59, F8P.'Afn.U.0 IA> dAfw GlM oos 1p Ram 1Anctan®1.13"MA,QCIL¢cfine tv PDt!f �O69L �U4a >Aa. 4 m CNa p-x s �..1eVi :�N'A 'w a¢ ,II 1a *d Lab CIJP, itOTe i WA �'W ce LLM fa9e9w MA �� ea P` If< eaa _ 1INtG+ 'I A:.Ma al•nn a.er P7iasapociml pli ]a ma `m¢ O.II'Nn OO.G.rUfd4 m=.IrY Aw.(I+�.ar MA xA IfSm waa, ]mn i aec m+ (•i KG, WA rAA ' IJ/: ... �n:m Wn Iw -. ale, sn ¢I' WA "• WA VALUES ARE Nia l- nDmi w R1 ¢: ins+ _. N6sv +xm mm YAM i kM N4G PATEAN AND hVCHOR VALUES ru1v +A+VNI=aaQ45r tAmba lH'WS IITJ P4y Fa ai _Nd NOTE:FORTIIE OFFSET CLIP. USE TILE 2AME luYClfOR WA CIRCLED N'A USED IN vl Q< Lam THE EXAMPLE ON C6Gaw SHEET 24. '-RA ASTE FIGURHI: FIGURE2 F[ ®FS• � � I��--- ANGLE CLP MUST BE USED N AIRS FIGURES: FIGURE&' FIGURES. TAPA.F. NOTES: Il SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEr25 FOR OJPORMATION ON LOADING. SEE SHEETS 2-1 FOR GENERAL INrTA1:AT:ON MEMCL-- 21 LINEAR INTERPOLATION BE7 WEE!! MULL lLNG71 IS ANDAR OPEN""' MDTHS 13 AL OY'MLE T MILLION AND MILLION CLIPS SHOWN ARE NOT TU SME FOR E)=DIMENSIONS SEE SHEETS 21.23. FOLES TOOC DMLLEO N TIE FIF D FOLLOWNG OWBgSIONAL RCSTRIGTIONS SHO:VN ON 6fEET521-23. FIGURES E11OW SLGOESTM. APPROMMATF. HOLE LOCATION'S, 4) SMTRATFb• CONCRETE SHALL CONFOFAI TOACI 301 SPECOTGTIONS. HOLLOW AND GROUFRLLEO CONCRETE BLOCi, c UNIT (CMU) SWILL CONFORM TO ASTM GAO. WOOD SKALL BE PRESSLAC-TREATED YELOSY SOUTHF.RNPO:EV/LTHANSGcf0.5a ALUM.NJMSNAILSE6053.T5ANWBEAML0". MCF.12S 7H:CK STEEL OTUDS TO BF. A MINIMUM GRADE 33 AND.04r THICK (1A GAUGE} SiRUCTUFAI STEEL TO BEAT LEAS 6.1.1 THICK AND A30 NM. ANCHORS INTO METAL SWVI. FXM, 4m AT LEAST S SCREW THREADS BEYOND THE M9 rEMAI_ dT0 S M12 ANCHORS INTO WOOD MAY SE SrEE`- I"SS OR 410 SS W PRODUCT REVISED pl gg 11h M4 Fl4HDa O¢IldinB Od0. NOA-No. 17.0830.07 ESPImf.n is 4. OSMS12O21 { N0. 58705 p ; T ,0,�]• srATE rvw: 1G�2. 0. I TABLE 5A Opening Weth$tY3C0w[tsPl,"flWO )or OPaJnON>pht B" but 1'rM>PBYn'91nta—) wF lwh tr9n IIaP 1ffih mF wF TIN WF .xc,rgb TnTt•Aip ILmV�'=T nVxxta�S. ftaCN� T1u134.4i., r 9a'NInF Pxlrytm T4'91eC. 31u+NTu 1bNxEvV RI�aVIr IC T'+�p Vw TnP"!NMt TWIba4 IuaC LotiV L]mbA lerFp 1'SS.tis-Y 1pafN tpntC Ia1tl^9 UTPDV L116Ax �V LoJW1 l9.bV IA.SV _U,tl--, Lvl4e0 LT141V b.1V .EOr AlumAl a '$ Tubb RfuBgg�&$5ft 4d I 16 i$� i1 4,1 SE�g� +�3�gAdd� S J,� �� ao!�2 ���� 58 �� ���<� �� �� 3- I3 I! •te �� �d �d ITm the aa1 Imo Iis DaA Tu Imo IM noD e{v noA smos:E S'Q IrO.o Efo11 ilia aet+m.o wi IMo +Db IMo tona !nv T;a Na] Mu -. TII Iw Nat InD Im Nl.r ups Imo TYI :zu IIw m.o Tm +aa1Nlf IMS r.WN Im9'rn In9 4rz 1MD A +rao Boll roAtlfe1MD IIrn_.Mn1ew111 ,Io1 HnIruc} um tmo Bm taEIb! IMD ml Ima IWI tx3o SDI wA Nol HalEb !B.•.0� trio) ii InD Imf Ina i9xIf0.5 11m Id] +l0.0 wE113E 6WIdol pn e10 IA1 Im, tim IW9 tEB.Bj .-, SIT am tICa mD IISt fBllILI HAT all .T.s I1m u1} p0] n} I- ILLS B0.1 WA II% IIl3 wT f{+l InD wB na9)m Im.1 Cole 'm EBO +iI. ISSS nl] MI 9Y] — nB®Bw$TIC, 1.3 114.9 w{ Bt] 1181 1" M IA rollOm9fAe15 ilA am lap j W9 bA BSa /Sa a1r m} m0 nl ftb9MN 1?aS W ir1A 90: ITii nt /6.5 m1 eax nl n/ Sd sle D! BBA sn .SA ir1 BSA Bw MA nl mA ses 111 131 EAI Sm Y !%T >T +11.1 ® wi p1.0 CIA )w Od nl lM m. w1 BlA]+BBIw EV >SO lH ri3 S!t ]SA MF IwD 6G :CI sN.1 0!{ MA In 149 34 _u{C7 =I BN 3:3 111 AA Im V4.- E nd n.l 131] Sn153 ]il.G RS 10.11 In rig 11p 10.e {fT WA m YI WI 113 42 _.I ISS ICA Tw11 R1 H1 ier I1.p 1n ISF Tf] riA VT TITS 3D >F r1A ]1T TAB U1 TSA Ld i!.1 rn RT x1 Ip.p 3] TSB T91 IBA SST i[D r91 TIC +U ]il XS TIA Sm LI ffi IAS Sfe rM IT.3 - u rD1 119 AB IBA 1]a fr} %e f1A In 11A W 13A S9 i 119 ipl ]Ap T8S Z:B n} ]w 1p.+ R 111 ]B9 In] ]/{ f31 'p ISl lb I1B 36 +]A + TIp ep 149 1!A 2m 0.T 2m IBA ID :]Dry IT.r rw :AI ID ril TE Ta/ ANCHOR CAPACITY ADJUSTMENT FORMULA: (D G) X / ANCSYJR CAP..+,y\ ./VJChU.R MULLION iAP„�I,.� USE TH'S FORMULA TO OBTAIN TSIE•ANCNOR CAPAO ry REQUIRED• CORRESPONDING TO AN ACIVAL PRESSURE RE0UIREM11W TOR TWE OPL'4NG, WHEN 17IS LOWER TPAN DIE h1ULUOt1 CAPACTY (FROM THE TABLE) OF THE SELECrED MULLION. R WBL YIELD A MINDAIAA ANCWR C-AGiTV WHICH 14AY BE USED TO OUAUTY ADDITIONAL ANCHOR UPTIM$ FROM THE ANCHOR CAPACITY TABLE. FIGURE It FIGURE2, TABLE NOTES: Q 0 ® I $L SHEEi' 1 FOR INSTRUCrCM ON USN THE TABU AND SHEET J5 FUR NFORMATpN ON L04CB.G. SEE'CI MT-0FOR GFI)ERAL NSTAl1ATIGY METHODS. T) LINEAR IFTERPOIAVDNEEv/EEN MULL LENGTHS AMNOR OPENWa A4DTK3IS ALLOWABLE. FIGIA17 J: ---------- 3j NULLUN A!iO MUWON CLIPS SWWN ARE NOT TO SGLL FCRi:XACT 04'AUlS10N5.5EE SM.EETS 11-73 FOLLOV41NG VEMENS!ONAL RESTRICTIONS SHOW" Oro SW -EIS J/43, HOLES TO BC DRILLEI: IN THE FIELD FIGt;RES$HUN SUGG&STED. 4PPRUx!MAfE HOLE LOCATIDNS. ANGLE CUP MUST BE USED INPAILS. 4)SUBST R.ITE: CCNCRETE SHALL CONFORM TO ACl-a0!SPEC1FtCA77OCC HOLLO:Y AHOGfifxff-FILLFL CONCRETE RIZCJC UNIT KIV U) Spw.LCONFOR+a TO ASTM CA- WOOD SHALL BEPRESSURE-TREATED FIGURE FIGURE 5: FIGURE6 YE110Vf SOUTHERN PIKE WTTSI HGG OF O.SS. ALUCtNLm SHALL BEOOPT•TS AND BEAMINW.UM OF.-,w AT • TW..M STEEL STiB5'FO BEAa1WIL1UV GRAOEJJ Ah9.C4S THICw(IBCJ.UGt1 STRUCTUFLIL STT TD LEAST.125"THICKANOAXALL HGRSI TU OWMAYSESALLEMENO AT LEAST JSCREY: 7HREMSBS'fOND MATERVS.fi1Bd R12 ANCHORS INTO WOW MAY BE STEFT. 1B8S 6.OR41GE5. ® 14 11 O ) THE i 3.125• L ST T rx S.lTsxsE0.lUa! jl•YF NULLIOiG PRODUCT REVISED p1ylnO wHh the FIOHtlD Bu11DInV OOtla NGA-Ho. 77�0630.0� E.p4.11— Dat.05262021 �`��KY LYryyA rr. Q' No. 58705 •'t A G �• 1T: r' TABLE t$A -- --' '---"--'--' r]ampnc]vaeE rmtc wed! OpwinBYR41A;.QwI>alrcyDl v". "IMop.-. Ip HI!IBM (CrIYAImI'JBBrRlalilD��) .,pr @F mF toF PoM tWn NTtN IMlty a T P fv irrfTfwf� C Res3.'OYr 'R�i !IDee'VI51 Tip p iL-Ao TL.-, I k4Y.173 W�0 IaaCm' L... Q roam RAg� yyTRaTaet0. ag 'qg snlgoid� c`gg 8& I$e B_ z RF tfta BID ImOi aT] 1T0a ]N 1T0.p an tmp W RCA !fi Im0 pGT fr].0' SII IT. III. 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I��MM>tEO.lrlt¢0.C.rUOpiN.1]3'A6N.lF0./! 1t'.DN N'A El tli¢+ -lO3L /COG NA WA Im bs MA kiT ]KIEI �i:A-� :Aau K'/. 1_]ISWa k:e NA t OVA K5k N>N tYA K'A IYA X1 ¢Y M]G 4lTu Is1b FOia S:mbi ..".�... �..�-......Lcc� :.ac rNc cure AnnwT4 PnT]F1iN ANO.LVI'J!OR VALJE9 A}1HE S'rANO0.4O LLIP. ANCHOR CAPACITY ADJUSTMENT FORMULA: tl-IT, Id'e (Dp)X(AIC-1111 IJI.�4\aANCHQR CM.�a C $ 1i 1MUWUNCA]!t / PRODUCT REVISED USr MI SFOMiLRATOOSTANTHE;'MCHOR mp1Yin .1tA UJIrg tfn" a" CAPACITY REQUIRED'CORRESPLWONG TO AN ACTUALPrteswRERrouipEMCNTFORiHE Code 17-0630.Di N OA•H.. _ OPENWO, WHEN IT IS LOWER THAl THEMULLIO.4 E]plml ,oat OS)2G12027 CAPACITY (MOM THETAULE) OF TH]?SELECTEO MULLION IT ML YIELD AMMW'M ANCNOR •: 705 OY .-f CAPACITY YAIICI3MAY BEUSED T000AJPY A.DUi FIONMM*;.OR OPTIONS FROM THE ANCHOP,CAPACITYTABLE MIDI oProauci�tl o i1- TABLE NOTES: FIGURE I: FIGURE 2: FIGIIRGS FIGURE]: RGURE& FIG'JfIF. S: IlSE6SlIEEI'IFORINSTRUCnOISSONt)SINf3'rHETABLES AID SHEET 25 FOR LNFORAIATIOBI ON LOADWO. SEE �]UI SHCETSRI FCR GENERALOCTWCUJML METNODS. JTJ l.11...-_•2)LI4FARINTSJaCIAT10NBCRYCUlMULLLENGTHSA4'YOROPENIN3Y9E71}LSRALLO'NABL.��� 2jM�-0,:�,:O MULLION CLIPSSPAYIN ARE NOT TO SOME. FOR EXACTDIMEriSIONS,SEESFiETS21-?2. HOLES TD Be GRILLED IN THE FIEVJ FOLLOWUIG GME'ISIONAL RESTRICTIONS SHOWN CH St:TYTS 21-23. FIGURES SNOW FIGURES: FIGURED: FIGURET: SUGGESTED, APPRC%'2MTE HOLE. LOCATIONS. r 4 4) SUBSTRATES: CONCRCTE SHALL CONFORM TO ACI 3CI SPECIFICATION'S. HOLLOW AND OR=-F-UF.D III CONCRETE BLOCK UNIT (C.MU) SHALL CONFORM TO AS7m 060. WOOD SHALL BE PRESSURE -TREATED YCLLOW SOUTHER4 PWEW1IHAN SCOF0.5S.ALUMINUM54ALLBE6063•TSANUSEAUINRNMOF.I2T TMIIX STEEL / • B STUDS 708CRA AMI"WUM GRADE GJANS.GS'MILK (16GAUGEI STFSJCTUML STEEL TO BE ATLCAST'W THICK MOLE. CLIP',FIGUAra FAO) MUST BE USED IN PAIRS. AND A•K. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST S SCREW THREADS BEYOND THE MATERLSL 2106 02 ANCHORS INTO WOOD MAY BE STEEL, I" S.S.OR 411 S.S. t •TIAS=%+SLAy�� `aNYLN IV O •. 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ITn e] 109E 1a A Ardor Rrsss �mlS lbatlGl tic. .it^AOA IftAS2 I:A 2YA WA WA WA NAB IfA _ WA NA WA NIA Pttl w0. K'A N1m Ht:W Blob HDm . tartonp3lTUff O.V 1'�:ap.T"i4 i. INN M9 HIL�m'ioa ire if WA 7:04 WA Nf;f <Nb !61 NA NAWo+ Ia7y tT"J Oa T+iA <A WA Y-0a K'A IYA �44 MUREI' FIGLRE{e22! FIGURES FIGURE4: FIGURES. FIGURES. If F>SURE @ FIGURE& RGUR.E7: • F �_.J rI I 71 F-J P ANOLE CLIP (FAWRES 50) MUST BE USED IN PA:T+S. ANCHOR CAPACITY ADJUSTMENT FORUIULA: CAP.«...�.z N S @j � O' 1 '+'� (cp-)X /ANCHOR ANCNOR Gig..+ \}FORMULA (�' USE THIS FORMULA TO 00TAN 7HE'ANCF[OR TO MA �PRODUCr REVISED pl�ring Ith ino Florida CAPACITY REWIRED" CORRESPWiDING ION: ACTU-L PRESSUM REOUIwA4ENf FOR IRE Building Cale NOA-No. 17-0630.01 OPENING. WHEN IT R LOWER THAN THE MULLIONI CAPACITY (FRAM THE TABLE) OF THE SELFa^.iEO MLI.UON. IT WRL YIELD A MINIMW ANCAICR a PfnUoo D- 05,r' =021 CAPACITY' WHICH MAY BE USED TO OUAUFY Mal mKS�ou vio2uaCL`oriiaT AODRIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1 TABLE NOTES: 11 SEE SILT 1 F07 3JSTRUCTIONS ON USLYG THE TABLES AND SHEET 25 FOR NFORMATION ON LOACING. SEE SHEETS 2 { FOR G114MIAL 24TALLABCN MMODS. 2) LINEAR INTERPOLATION UE7 WEEN APJLLLENGTHS A4C'G:I OPEYBIG YIOTIS 15 ALLOWABLE 3jMULL10N AND MULL'ON CLIPS SHOWN ARE NOT 70 SCALE. FOR DIACT OMENWOh9• SEE SHEET52R•23. HOLES TO BEDMLLED IN THE FIELD FOLLOVJWG OBAENSTINAI. RESTRICTIONS SHOWN ON SHEETS 21.23. MURES SM'TN SUGGESTED. AFPRGXWATE HOLE LOCATORS. ai SUBSTRATES: CONCRETE SHALL CONFORM TO ACI W I SPEGFICATIONS. HOLLOW AHD GROUT.FILLE'D CONCRETE BLOCK UNO (CMU) SHALL CONFORM TO ASVA G90. WOOD SHALL BE PRF.SSURE.MATED YEIAOYISO'JI HERN PINE WRN AN SG LA 0.55. ALVM.NUM sR LLBE OO5345ANDBF.AMINIMUM OF.12W I'HICK, STEEL 57UDSTO BEA MINIMUM GRADE 33AW.61Y THICKS70GAIN; STRUCTURALSTELI.YOBEATLEAST:25. THILT(ANO A�8 ALL ANCHDR9 WTO METAL SHALL EXTEND AT LEAST 3 SC;!" THREADS lEl1)NU T4S hATEl21AL s1G8312 ANCHOFS INTO SYCOD FUY BE STEEL tBDSS.Ofi 110 SS Y A.00B ' / 37S L .775' 'r,LCsa''•�ORIOA,,' Rom. ......• _T �Y �S�ONAI tiNG``• 1'Ai'%3Tt' I I•X4'%.]r5" NI/LDOn YI _ ALYi.i MIh5670 T•.rnunn FL P F_958705 Q _- N.M. CIp.dty 7abb fbftlt-•--_ Dp.0v YAam(faa HuucfLy-ga dg"cm)orOP�bn HalDAI (!oTMTnavar?Aa1wNFM mom; Cat wF AF w MF I F IroF !UY iwa 13a'i Paraµ.. Trotb4 leaeep annPm. rlYuy Rylfima 1m6q Fca*t++� ln]:4N TrL-Ill BI-., Lat9_ Trq.Tiwq. wle,M te-',a1Ta :•�+1 liR�NMG LNdr1 tteerN]r LaaNO TM:Ini leafry Wsu:P3a I.tlm k4TdnG toWN !esNnpN� LBCp TiP'a1vV laa, I�a^i+Y' blaro r,4T�MfY LI160 265• AU. r1,0a aw/ ' �gk p J S r' A yggyg`a Q S`Y3Y}g� L ^�loui+N 3 o a 1$� a� 555 yy.2y' La II yy Ali I ••� EpEgg ggyA$ a 3g""rggr$ y�X y� Y Ft99i 5BB5 3dlio"5. ++rj1 gg a Yggg, 3 iA p b{E •t 3 $k� }1 ;;S5GG a4 y� y3a Fd Ub Ilaa 9A !roA 11S Ima NI Ima ars ITo./ ds4 Iraa I. 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NrA ldibi 83'I!!] #tA V:tPM &+303 N'4 Nn �I14 YArUltd. i:Ma9 1AnK/Slfian•Nx O.G1U.'Jy.Y¢Iy, A]a: 0'OA N tW forrRO•a'1 a?! 11D[a 1 IMm WA I IVA llSea YiM ta0 tTlb NrA M.a... fib fA'ts IRu 5983 Ai i tdrb >ab YA anb �1MtG SbG �v W f.IG'afn OCl rLb 41' ra]N aa:4a rc\ HN MA � III1M I:A WA -Ha 31IM QtJ 55a4a FIGURE /' FIGURE FIGURE 3. _ AN. CUP MUST ® ® ® BE USED 1N PAIRS. FIGUREC: RGUIUti FIGURES Meff IL.11 =.0111 TABLE NOTF�Su' ANCHOR CAPACRYACIUST YIENTFORSVLLAt �1 � 'i$ t m ' ,UP,,,i%/ ANCHOR CAF..,..,, aAVCHORCM..a ' 1 M'ULUON u PRODUCT REVISED E THIS ME FORMULA TO OBTAIN THE'ANLTAR p1yylng tM lb. PIONLi 6ullAin9 Corlo CAPACITY REOUIREIr CORRESPONDING TORN AMIM.LPRESSUREREOUIRBAENTFORTHE NOA-I..- 17-0630.01 OPENING.WHERIT16 LOWER MAN TIMMULUON CPPACRY (FROM TIIETABLE) OF THE SELECTED Elpfloll. D.. 05,1612021 MUU-10N, R WILL VIELD A a!INMUM NMdOR CAPACITY WHICH MAY BEUSED TO OUALIFY Dy •" Miaml=�ad�• uo ADDITIONAL ANCHOR OPTONS FROM THE ANCHOR CAFACire TABLE. 11 SEE SHEET I FOR 19STRLCMKS ON USING THE TABLESAND SHEET 25 RON BIFORMAIION ON LC.A ING. SEE SHEETS 2-1 FOR GENERAL I.NSTALLAIKW METHODS. 2) UNFAR INTERPOLATION BETWEEN MULL LENGTHS AWMR OFENINOY MNs- IS ALU)WAELE 3) MULUGH AND MULLION CUFS SHOWN ARE NOT TO SCALE FOR E%ACTGIMENSIONS. SEE SHEETS 21-23. HOLES TO BE OPILLED INTHE FIELD FOU DWlNG DFIENSIONAL RESTRIC^MS SHCL'}TI ON SHEETS 21-23 FIGURES SHOW SUGGESTED, APPRO%{MATE HOLE LOCATONS. 4) BtIBSTRATL'S: CONCRETE SHAM CONFORM TO ACI= SPECIFICATIONS HOLLOWANO GRDUT-FILLED CONCRETE BLOCK. UNR (M.Lq SHALL COVTORM TO AITM C-la. WOOD 9:ALL BE PRLSURC TREAT ED YELLOW SOUTREPN PINE WIT) i AN HIL SG OF 0.55. ALUMINUM SWILL BE BOB}f5AND 3EAMINMUM OF 12S•THICK, STEEL STUDS TO BEAM: MIMGRADE33AND .OAS' TY.ICK (1B GAUGE). STRLICTUPAL STEEL TO DE AT LEASE .125'THICKNID ASS ALL ANCHORS INTO METAL SNALL EXTEND AT LEAST 3 SCRENT/Rf 1DS BEYOND THE MATERIALate a a12 ANCHORS INTO V700D MAY BE STEF_ I" &S.OR 410 S.S. 1�1 \µt 111Tl rlt y. �-: Nn SB705 '�''s'•�ORIOA.•' N��` S�ONAL 8NG``• A LYN14 MILLER. RE FL P.E.D 68705 Id TABLE 9A "Mallbn Cn aP3/Tahb lm.7tr! "'"" OMninp WWm (tr.aa:atnP>nry mWana}orOpanfn0Hel0h]ls,! MAmOdaHMldni nna>r+) Yd pY Wd aY +pd Nap Ycd fpY aY¢ FednyY� ?IaP'IMa pr1a,L�' NFraap •MlaaAl•r Ty+1a••a I rYY K n.ne•NYr T,Nn'aa6 MaO/+' Tyr P.CsgMn nu'rdrQ Pe•wpfv reenN,S. 1]8 [>2aaoa lauIIN laeenq aaeeeq tsa6N loam Icahn l>,Qna aM Uaay [aKy [u0aq inch lease lar9N lgaaY {nSr9 Y.100gggg M % p{pp � � � � � �11 �� R�m ' T11 � qt J d� d !�1� ifs11 Iy�ifl TIM 9� .11 "1 tl11 1� 1a 111H I I 1([ d C� 11 If 1 ea Inc w +,aa vm rmo' eoe 0os rae noo sn nno x1 tme Hv: ?.1 u 'lu me + a w .Iv mo u ass roa I— sx ua ul, w mo aso nis a +nA en �m.o en unT an n1, ex +11 xa coe! p nta em nno3 esq xA m jmn an nq m Ima ea Psa am rron an nxsd Irnc rn nco ua Ima ua Imo W 'v.) ar .1 ea -1 xr Iaa3 )n .ns m r.•a r! ve Mass on Iva aw na m Im.a em rac as ,IaJ eas aes var ae.a a3 Ima r rea as ,e•.s ae dye Ut tY5 a15 Iva 6EI vat Wa HIa laB fma P]l ntej ba PLI 'eP0 IxB bi ns fee mt ma na aW fatly 6r Ia.. m0 Ne 06't yam la] 1 1[t1 all •n. In tnR W1W] i rY 1!IA !ae Iaa i rW nIs sag nA Ib at6; 6x r13 >W 9Le I Sn 347 Ta 11a Sn a}.: ra 91l 9x al1 Its ila a] en mn sro Iaa.l na. uaP w is+; on Iws sa n.i 1 an aLc ev In.i ar ns a+s a,a oa ala air ew an Ha w as xl m: .1 Ix n1 Ra k' and m./ ,as an tu.r as pa e! na as no; an eaa _e na Ir re.] ea ws en ne w aaa on ar.r uo u.e av c Wa w eir •n ae an o: .Y am ar-I ,, as s+a ru !m sn su m H.e eIa sie us w.l su eu Y a.e a:a !a.r •Y w se ras .a2. w uq am ass ste ru m ra, xd nd xe ns las nr m aa, as a as+ wa •es we am I.I w� a41 is ua yes Iaa m au Id .0 ar ea. ws ata an na le1 x1 w xa ros aar w nd xa al 060 W MI al a0.0 an al Ial fat N1 Ir.e Si0 x.1 al `Aa N2 e11 ole Y9 f1R HI a1. ile >L'a 41 i]l Sls Ma sod a.]a Its, ix ] as xA 1[9 1a3 sx xs nJ ax -sl ru x1 aII 10.1 a1 its xi TAI ax rT) la rIJ a0C +a: as raa a9 ma Sa IEJ Wd va a+l ua as a u, au xA Tav au aLP ns au +or St to ns nl W.a en nr n.r m as m ru ru !rod :•a ax ail me rue tm mn ne :u ue no zW sos 'ia Las ala raa w na us I +M — — _ +nd 1]A 1C lC IRA Nr .nl IC I TABLE OB -- Ahc,a CP Tae1. ma 8unaeY. a.R'Sneale"._-_ .N eam !bier Ulu Fnd CNV Yf Mmte Sled! AafYIH: a1'P 1'"3,W�w awKY� bVF2o �uuacw 1/a•sJ EYn 4,P.Os el av! Svw xal ra>vr! ara•Oel aY abY emviC]1 yr EkeUv+m �,-`dIOO, bu'Rm!¢am L'rEW Nbm Anchor C0PPa0aee ' ESY laauxa ( y Z•Yl -!• 21M }tY r a•V}• 1' }'Jr Y }tin' r e•r ..—Aa1F-- aN C,)H• e3,.sau Wl I -sr wv yr rv: r I -ea• ,. r +sa• . ww aA,umca]s•uxoc /a:w.maaal vrfk.n sacs,. Sjaa 1 Ivag r.l3•Nn OS/s!NSbOrsY1W!f43R Ns dV a� lv ar !CA mm. !W a. au .'ul z:o a, >OJb SW�[s m IYA �- N5 New WA v/w ewe. WA WA 1•!Sa Bata NA ... d:A as:ln � zr b• mod. ar;s. Wlrr away rtI>b -.aa 1 aan:wsm run0.G /FIEF A%Y mAI(fV. a1i IN as IDf as seep !fain +sM atalee reJM _ al IWA ba ea5m. hit +!pb Baba a MMn Wn>I•aYr.0.L•!' Ko.IFl /aa lfK•7 W WA ` 6b.>T! IiS'aa !Was N'A in as NG Naha WA EM ar k',t til al WA H�Ca WA IirfW SiClf alix 11:2a Inq 1!M )aba'-m10. tYlb INddr/�tYD B+w,.nlci'w. ce]e'aa—'w.>:7—spar avn erA wA IJh alb AM WA.... WA .._MA rAt SirN aT:n SaPas F!GVRE 1: — Q FIGURE 7. o � [11 0 FIGURE k ANGLE CLIP MUST _ ® Be USED 1 I 1 IN PAIRS FIGURER: FIGURES FIOURS Ik H.-Ol • • ABLEND-1Q: I) SEE SHEET I FOR INSTRUCTIONS ON UVNG TKETAELES AND SUM 25 FOR I NPORMXTION OV LOADING SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR (NTCRPOLATIOU BETWEEN MULL LENGTHS NIOCR OPENING WE). HS IS ALLOWABLE S) MULLION AND MULLICN CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DMENSWNS• SEE SHEETS 21.25, HOLES TO BEDRILLED IN THE FIELD FOLLOWING 0UENSIOVAL! RESTRICTIONS SHOWN on SHEETS 2' 2.'L FIGURES SHOW SVGOESTM. APPROXIMATE HOLE LOCATIONS. a) SUBSTRATES. CONCRETE SBLVl CONFORM TO ACi-Ml SPEC'FRIATIOHS. HOLLOW AND GROUT-FILLIDCONCRETEBLOCKUHIT( !Uj SHAL ONFORMTOASTM Odl. WOOD SHALL BE PNL.:SUHE-TREATm YELLOW SOtNTHF3W PINE tVHN Na SS OSS AWMOaIIM SIWlOE 0f:P-TS AND BE AMNMUM OF.100-THICK. STEEL STUDS TOBEAMINWUA tU1A'L SO AND .Cat' THICK (19 GAUGER STRUCTURAL STEFJ_TO BE AT LEAST.USTHICK ANO AJS. ALL ANCHORS INTO METAL SHALL IXTEND AT LEAST) SORELY THREADS BEYOND THE MATERIAL 010 S Al2 NLCHOPS INTO WOOD,j1AY BE SMEI- ie-S 8,0. OR 410 S,S r.l y I � Z rD �ANCHOR CAFA�CT'AOJUSTMEM FORMULA: I ANCHOR CAP..•,., G( ?L#T ( "^)•'ANCHOR CAP., I MULLION C1J•.,,,.�, PRODUCT REVISED {USE THISFOFLWJIATO OSTALVTHE•ANCHOR P!�r pInMM Un Florian i-FA C.RY REOUIRED-CORRESPONOWG TO AN BYlIdiBS W i ACTUAL PRESSURE. REQUIREMENT FOR THE Noa.No. 17.0630.01 !OPENING, WHEN IT IS LOWER THAN THE MULLION Ddplo— aalu.0W261021 CAPAOTY{FROM THE TAOLC)O? THE SELECTED 1MULLON.R VALLYIEIDAMP!MUMANCHOR CAPACITYWAICHMAYOEUSEDT000AUFY Mien, Prb� bna I ApUITIO1Lil ANCHON OPTIONS FROM THE (AN CHORCAPACOYT.AB F 1.26T Illll lll/ L750• 9.25E ` '��O' U� SF-! � �: �• MO.58T05 p•, 'a STATE F f� .ION• .107- i LVSt • •�Ofl10�•,: ' �•l ��� !. sauiaN Pea I uuLlal rai P "AL E��' PILT11441—OUNRS FACTCRY4%tLC01.'NfT9 ALYN%iMklLr`k, P.E FL REP I a ,9'mA Lpenin9 W dfh (bewAkW-lpamin0 mftiom)ar OpaNnp N0Ip111IbrAmIm119TySpnnNlg Rti'b/61 WY I+ab tlOh Ah AJY %d fab fOb MY Rftla•pr41 LDI/lecT• 4,m9dr Tr+pm'mtl LWDW} PstryUY Lsll+mrq Nn4,f+41 1-Tion Rr1xLM fnpTi- P9e1.111r t'.1- Mlv.SUY RJr.isq. Mfryata rviniero• 170 ¢]71 Nrlmp�Mr L4mN bey Wld+q UBenO lawtY LN "i.n4 laaby tta. -7, lafan LmJO UNMA Ne'ep L¢tb9 :WYO IUG01 ]AM AN. Tube .. 3 T 9_ " rJ .. 7 j�§�g Be €RdR1'{� U1,01h; ¢¢ .'S II ��jj '� ,S3'J 2j3Li 9e Fd Yd $d t1 Ed tr Yd as d�dgd GB n!A lu IA.O AI •I m.0 on I-. x: V00 w in# on M. I'll In4 sll Lrod UIO In0 $: mA wb IR¢ fT. 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W I{ A TAI OwllA JarIi.w]I•SAOmb ]A ef i .Al I I 4u IA iMx11t1 n Nv1m+-a I Y'LL .AAD:Y•molrome 1l Dn D Al V AFr9WAiGueyM fJ Fwl9➢4LPIA WN LAAGbb b'a- EI•tUw D f l s{ c 4 >ffI1mA¢90.MnLIttwT¢aJu 1_ 'fY9enm( O] 4�N•ff t I e IwI am ] 4L S 4cazr[I91vUriSx ] Ws4!l 9AmbbmMNmC-d ] T 4 ] btn1hVxi ] K9v,I�iA• I Wra22la f n1Yaml a�slbmxde ll 1 1 59 AS.A1 IWW ARAl TLfl4+11%111 N] III u9 211 K1 A 0 n 0.1 A9 ul N] JlCA Yt IU1a/ wA41 1% Ki Al }I ]N nt 1fl1S11 Ai- D.1 IN {14 F•tmi 4u A 14A � SAYM1A L1PILf O.iCJCq->��>Dm WA IW NM Y.:A tWN H'A Y'A nN wA NA alfm u]m ti0b W m ANCHOR CAPACITY ADJUSTmeNTFORAtum e t gg ed.m ANCHOR CM_.,.yya (DP.)X(MULLIOIJ CAP.�.,e�'AYCHUR GIP.,,, PRODUCT REV I SED USE TLHS FORIAULATO OE1AIN THE ANCHOR plrinR wlDl Nv Plorida CAPACITY P.ECVIREXCORRESPONDDIGTOAN Bulialnp LCoodd ACTUAL PRESSUREREOUIREMENTFORTHE NDA-No. 17-0630.01 OPENING. WHEN IT IS LOWER THAN THE MLLLLJON Hflpi-l-DalvD 26l2021 CAPACITY(MOIA THE TABLE) OFTHE SELECTED MULLION. IS WILL YIELD A MINIMA ANCHOR D] �� l+' CAPACITY WHICH MAY BE USED TO QUALIFY Miam. a rerect 'o Vol - ADO ITIONAL ANCHOR OPTiDNS FROM THE ANCHOR CAPACITY TABLE FIGURE f• FIGURES: TA6LE NUTES;-f.750' i I-•-f1SP i o r � 1)6EE SHEET FOR k\STRUCT10HI3IX1 USING THE TABLES ANO SHEET 2fi FORINFOR1dATJOtf ' ® OH LOAOWO.9E'c SILEETS 24 fOR GENERAi. R:STALLATUNR cDiCOS. i ) r�l 1' I* 1� .. ,llllll lll!!! 2) LINEAR INTERPOLATION DETWEEN`dULL LENG7}L4 AND,OR Oi'ENRJO WIDTHS IS ALLOWABLE. Mq ` N FIGURES: _ 3) MUWON AND MULU014 CUPS SHOWN ARE NOT IO SCALE. FOR EXACTDM3a510NS SCE ( `1S�0'�LGEN3�' St IEET821.21 OLESTO BE DRILLED W THE FIELD FOLLOWING OV-IRM)NALP.ESTR-TONS 3•>' ��0''•' 'F ANGLE fiHOL•11I ON SH[E752'•23 FIGURES SHOW SUGOE'STn, ARPRO)WATE HOLE LOCA"'ONS. CLIP MUSDEUsED T 5H7g5 W PAIRS. 41 SUBSTR.ATM: CONCRETE St- CONFORM TO AC1301 SPECISCATIONS. HOLLOW AND �f GROUT-FILLEC CONCRETE BLOCK IWIi(CMU)3HN1[XR}FORM IO ASTM CHa'NOCD 6111LLL BE PRESSURE•7FBATEO YELLOW 901ffHFRY PINE \YRIIAN SO [Y`B.QI. ALUL/IFPIM ZNW.L BE .&2T 02A• ��Dy K//��IL F!GVRE 4: FIGURE S: RGUREG: M10:UTS ANO REAMWNfU'M CF,10tr'THICiL STEEL S'IL'05 TO BEA I1WU.tUM11 CRAOE 3.t 0.Y0 -- �2. -- --)• ' T'' • ® DJS TH1GK (1H GFNGE) S1RIICTURAL STEF3. TO BE AT LEAST.I2S TOOK AND AX ALL IC •••kORIDP; •-GQ `: V-61- IANCHORS INTC M1fETAI SHALL E%Z'YD AT LEAST 3 SCREW 1NREALI3 BEYOND THE MATERIAL MVLIIimm 0RY-1,ON.E0 II 114 A1 0 S1AI3 ANCHORS INTO WOOD MY BE STEEL. 7&58.8.ORdl05.S. gZLMAl:1.IFD NliT9 FACFORY�LIUIIED UW:3 ill?llLLI!j15\ • ..� ALVNN MII.LtF; P.E. FL P.E.p 48706 i wA41 1% Ki Al }I ]N nt 1fl1S11 Ai- D.1 IN {14 F•tmi 4u A 14A � SAYM1A L1PILf O.iCJCq->��>Dm WA IW NM Y.:A tWN H'A Y'A nN wA NA alfm u]m ti0b W m ANCHOR CAPACITY ADJUSTmeNTFORAtum e t gg ed.m ANCHOR CM_.,.yya (DP.)X(MULLIOIJ CAP.�.,e�'AYCHUR GIP.,,, PRODUCT REV I SED USE TLHS FORIAULATO OE1AIN THE ANCHOR plrinR wlDl Nv Plorida CAPACITY P.ECVIREXCORRESPONDDIGTOAN Bulialnp LCoodd ACTUAL PRESSUREREOUIREMENTFORTHE NDA-No. 17-0630.01 OPENING. WHEN IT IS LOWER THAN THE MLLLLJON Hflpi-l-DalvD 26l2021 CAPACITY(MOIA THE TABLE) OFTHE SELECTED MULLION. IS WILL YIELD A MINIMA ANCHOR D] �� l+' CAPACITY WHICH MAY BE USED TO QUALIFY Miam. a rerect 'o Vol - ADO ITIONAL ANCHOR OPTiDNS FROM THE ANCHOR CAPACITY TABLE FIGURE f• FIGURES: TA6LE NUTES;-f.750' i I-•-f1SP i o r � 1)6EE SHEET FOR k\STRUCT10HI3IX1 USING THE TABLES ANO SHEET 2fi FORINFOR1dATJOtf ' ® OH LOAOWO.9E'c SILEETS 24 fOR GENERAi. R:STALLATUNR cDiCOS. i ) r�l 1' I* 1� .. ,llllll lll!!! 2) LINEAR INTERPOLATION DETWEEN`dULL LENG7}L4 AND,OR Oi'ENRJO WIDTHS IS ALLOWABLE. Mq ` N FIGURES: _ 3) MUWON AND MULU014 CUPS SHOWN ARE NOT IO SCALE. FOR EXACTDM3a510NS SCE ( `1S�0'�LGEN3�' St IEET821.21 OLESTO BE DRILLED W THE FIELD FOLLOWING OV-IRM)NALP.ESTR-TONS 3•>' ��0''•' 'F ANGLE fiHOL•11I ON SH[E752'•23 FIGURES SHOW SUGOE'STn, ARPRO)WATE HOLE LOCA"'ONS. CLIP MUSDEUsED T 5H7g5 W PAIRS. 41 SUBSTR.ATM: CONCRETE St- CONFORM TO AC1301 SPECISCATIONS. HOLLOW AND �f GROUT-FILLEC CONCRETE BLOCK IWIi(CMU)3HN1[XR}FORM IO ASTM CHa'NOCD 6111LLL BE PRESSURE•7FBATEO YELLOW 901ffHFRY PINE \YRIIAN SO [Y`B.QI. ALUL/IFPIM ZNW.L BE .&2T 02A• ��Dy K//��IL F!GVRE 4: FIGURE S: RGUREG: M10:UTS ANO REAMWNfU'M CF,10tr'THICiL STEEL S'IL'05 TO BEA I1WU.tUM11 CRAOE 3.t 0.Y0 -- �2. -- --)• ' T'' • ® DJS TH1GK (1H GFNGE) S1RIICTURAL STEF3. TO BE AT LEAST.I2S TOOK AND AX ALL IC •••kORIDP; •-GQ `: V-61- IANCHORS INTC M1fETAI SHALL E%Z'YD AT LEAST 3 SCREW 1NREALI3 BEYOND THE MATERIAL MVLIIimm 0RY-1,ON.E0 II 114 A1 0 S1AI3 ANCHORS INTO WOOD MY BE STEEL. 7&58.8.ORdl05.S. gZLMAl:1.IFD NliT9 FACFORY�LIUIIED UW:3 ill?llLLI!j15\ • ..� ALVNN MII.LtF; P.E. FL P.E.p 48706 i FIGURE f• FIGURES: TA6LE NUTES;-f.750' i I-•-f1SP i o r � 1)6EE SHEET FOR k\STRUCT10HI3IX1 USING THE TABLES ANO SHEET 2fi FORINFOR1dATJOtf ' ® OH LOAOWO.9E'c SILEETS 24 fOR GENERAi. R:STALLATUNR cDiCOS. i ) r�l 1' I* 1� .. ,llllll lll!!! 2) LINEAR INTERPOLATION DETWEEN`dULL LENG7}L4 AND,OR Oi'ENRJO WIDTHS IS ALLOWABLE. Mq ` N FIGURES: _ 3) MUWON AND MULU014 CUPS SHOWN ARE NOT IO SCALE. FOR EXACTDM3a510NS SCE ( `1S�0'�LGEN3�' St IEET821.21 OLESTO BE DRILLED W THE FIELD FOLLOWING OV-IRM)NALP.ESTR-TONS 3•>' ��0''•' 'F ANGLE fiHOL•11I ON SH[E752'•23 FIGURES SHOW SUGOE'STn, ARPRO)WATE HOLE LOCA"'ONS. CLIP MUSDEUsED T 5H7g5 W PAIRS. 41 SUBSTR.ATM: CONCRETE St- CONFORM TO AC1301 SPECISCATIONS. HOLLOW AND �f GROUT-FILLEC CONCRETE BLOCK IWIi(CMU)3HN1[XR}FORM IO ASTM CHa'NOCD 6111LLL BE PRESSURE•7FBATEO YELLOW 901ffHFRY PINE \YRIIAN SO [Y`B.QI. ALUL/IFPIM ZNW.L BE .&2T 02A• ��Dy K//��IL F!GVRE 4: FIGURE S: RGUREG: M10:UTS ANO REAMWNfU'M CF,10tr'THICiL STEEL S'IL'05 TO BEA I1WU.tUM11 CRAOE 3.t 0.Y0 -- �2. -- --)• ' T'' • ® DJS TH1GK (1H GFNGE) S1RIICTURAL STEF3. TO BE AT LEAST.I2S TOOK AND AX ALL IC •••kORIDP; •-GQ `: V-61- IANCHORS INTC M1fETAI SHALL E%Z'YD AT LEAST 3 SCREW 1NREALI3 BEYOND THE MATERIAL MVLIIimm 0RY-1,ON.E0 II 114 A1 0 S1AI3 ANCHORS INTO WOOD MY BE STEEL. 7&58.8.ORdl05.S. gZLMAl:1.IFD NliT9 FACFORY�LIUIIED UW:3 ill?llLLI!j15\ • ..� ALVNN MII.LtF; P.E. FL P.E.p 48706 i y TABLE 11A ._".-.. menon Cap.ftu paOA1� OpapbV;1dil(!%wM1i[VlY'Spenig nlATc®)viOpMinp HOlyM (3YtIwUoAaSyfDuiuilynnif m) IMi IYn IBOa sla GL� 1Da !ea ]ON I L 13fY]S7 AWn.NMa _a9_moan E Iti I M IR.a {% IRC -w tMa .n IpJA w 17.1 nR I!QJ 151 lAA !d 7M ndf 1M0 1111 n.3 trope Ital Sfl In In, 1M4 RAx 11N nee IIOJ) u. MI IM4 lAJ An114.4 I7y IRa ]1° TMS Au !:4lr-N tma I. 1faJ INA pl iAl fi01 MS IlL l.1 iR8 Al IHA d34 aiA En RIJ fX rn 1A{ :t] 1A.i HO T.9f QI IIiA IG! n4D n1 !Ma 11% IMJ b11 IR! 114x ]IJ IMA III AL 1R] RI .MD {R iRt f51 T.W. {ll IM-0 nA)naa !x IRO AR IM.I 0!1 n10 IIOD 1Q. inl IRO f10A 4Yl 94f lnJ tl-0 Im n 1IQ4 GL iMA ffH ll6a . Il]9 IO.a n4 Ima M f10.D NE! IMO TiT IAP 1AO np0 In IMA ![!.7 IM 01 9.1 l! !RO laf w.{ YAO IR4 IIl.T 7A4 .nA I'll 1Ad nt{ 1R0 IA IM{ IS! IRO GO IMO AA I:AD NIL nDa N.I life 'fOM 1M0 t,W In1 1RT 1J6.f IN, nil ii4a I!lf 1xIR 1%i O36 fl.1 iAL tni IROI tEO.I IxA (NO ID+1(lY1 ICJ IIx 1Mf IAJ 1:1L 1>a Aw ;MA j`� IA.01 !l3 lid9 Ittl 1TSD tol iS• W+f AM 1TOJ ITSp 10] 11x6 LT..1 IP_J lYJ IiW IMJ IAJ iy( lift n40 13d.f fnJ I IM 1R0 It40 IISi un 5MJ nil 1A1 161 N. 141 ALAI RID tAf w- 113E MA IRDi 170 l73-0 to IRO InC fMt :D43 ik./ 1 Z IIf] 1215 13111 339 tn6 '%a n1J All >M: nS I'M IRJ IxA Gx 49I ms vu R! i n56 CI] 1ND Ak IAA 1911 IM-0 N IMD 1><I 1M0 IaM .SrJ IA?i nOC RJ1 Ard RU NII IM: RM iDl.l An RS•. f01 el I'll I.Of 1la llf W! 1101 I10 tlltlRl IqJ AA Ma Ita.L tal 1MD fN tAD114 lfL1 1.. uf] .1 fit IJFA OI.9I IJII IIA .1 fAl lob Ifi Rf IIIa flL 99 ]t[ ItN F/ In S) It!0 !I] tlt tl7 tna id1 n1 WA tl.i {L} /M %I. +GI I A NOS fN .Ill tllC 19.1 OA l4t( 1!H 1 9 Rf Ib fli n1 T.: Lil 1dO flJ nA BCT bt fM nA (!W nl 4n C]l of Ae IJ OJ Tii p:a M.f f.d 1MJ 1[x ItA A4 fa(4 15a L•.I BA R] Mx MJ 1T{ MI 61.) IG J31 i:l Jf0 6n 1:I ni GO {II A.f lit ]89 atl MA nl 1]-0 tl! 16.1 AI AA 4!i I:ln 91 A[ P4 C!O n.1 +Tll ni lf3 nJ 1.1 Ftl /:< SRi 11] lA ct 1 MO .3.a 6Ti n f IH 11.1 IA 7(O 1A JAL (GO 9.0 T]I ]tf AI TJJ !M bJ ni Ills I MJ )x A] 1 AI {ll i n0 '- %a _-"' lA G.1 IT, 4J] G• i A] DI n.a [:I IIT 1n Y.J 1N l.J A9 I[T nJ D.] n! Jlf) nx ]Tl Ix a1.7 In ]]J 47J lU' n!>SI to AIa xl) ..D A.1 In 1xf.9 UJ 91 M] NS N T$Il in<A MI AJ R1 W MD lal A] '.]T ILI to _ ANCHOR CAPACRY ADJUSTMENT FORMULA: N A=1 .a N2 TABLE IIB --- C eM/i.D sill+) ^- I OR CAP a j A� ' --_ _ hWRrae Mdwr ap. L Cx. Eko '-- _ f:nb+0.•V •••�__- Vr OSG Y16'fxa FniAtl1V tlUa P4W[vn Y'a Ro3 IdxSNsl /a1 aTIOI STe•E'Aom[sm yr Lf4w.:>, .0`.4 vial+ .v16.Omu>oJ� yr iaelwawl hvL�L%A wwn ASRr1:a siaeas�spa. alR Mchor06p Priem, EeA maY 61 LYY 1• 1NY vA ]t? ! TYt" �LtY SIA• t t C..9' I.fY 43r iJP FAaewine :lnlwfH IO`{<n UG:5iMf0YM I4�e:Cn fS1Y �n IJY )a)ns IS'r JY S2 C9 U'OLa S tW as t u• Il�� +t!r :gym+ 1 SIN 1 t•1'Y aO..'< Malz ar<Lv At✓f gip. as .[A NIt< T]bf <6m Hi1M Ja<Mn 01.1.^I.n D:If!ilnn e. m.)ce 6m b ili0tls Na ..•Y AtG Iwl- i M1i'11u 4L1 Tmb .. aaaM _.�4tl�._EC2Ia1 OiD'm JArcw.AJfm. a.cl(:.. YAhlcfgtf)JI TN 49 Ima ifCi�i IS53"Wilu IW'. nM •.�I:A ILN WA Itl� iW fab� N:f itim NA Z.M M ®43YNJ10�.+JCkOto.R.V'1WLL S'L KY. M]t .p a x}$n ..Oda tLb f15fn +nb to iv 4eI.-.< ''N b CA ]9fa NGY /q 9 1aA asiS Gi SN NA Bata I1[. N'd pIR YIM" �.b 2M1a 1.1>bn OFJFAYa E 711 !Am FIGURE 1: FIGURE L F GURE J: AYOLe CLIP MUST ® ® ® ® BE USED IN PAIRS, TIGUREk FIGURES FIGURE 6: T.LaLEDOT _Aaa i;7L .L saw!zTl a3 ' (pa)T((.A'JCH .�+.+\aAYC1/OR CAP._ MULLIONCAP.�L.., 11SE THIS FORYJLA TO OBTAIN THE`ANCHOR CAPACDY RELIUIREIr COMIE.SPDYOIIfv TO AN AC PRESSURE REOU11WANr FOR THE I PRODUCTREVISED PlCodow11h 1Me Florida 6utld(nB Coda HOA•Na '17.0630.01 nbs. CP@.P1G,WHEi RISLOWMTHANT1E4111.110.4 CAPACITY(FROM THE TABLE) OP TIE SMECTEO Eipiralian D.t10512612021 •' F+ �Yvu apfa MULLION. IT W3.L YIELD A MIMMUM ANCIPOR CAPACITY VHCH MAY BE USED TO OLMIrY ADDOWNALPNCHOR ?TiUNS FirOM TFIE BY mlam 'rPraJuc rol- >•ffs ANCHCRCAPAGi1Y TABLE ,) SEC SHEET 1 FOR INSTRUCTIONS ON USNO 1HET.VUES AND SHEET 25 FOR INFORMATION ON LOADWG. SEE SHEETS 2.4 FOR GENERAL N,3TAIJARON METHODS. 2) LINEAR INTEW'OLATION BETWEEN MULL LENGTHS AHWQR OPENING WIDTHS r- ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT CIMENSICNS. SEE - SHEETS 1.1.23. HOLES TO BE DRILLED N THE FIELD FOLLCINING DINEJNSIO'iA:. RSTRICTANS SHOJYN ON SHEETS 21.23. FIGURES MOW GUIGOESTEO. APPROXIMATE HOLE LOGi110'a J)S?JMPATES'.W CREII:SHALLCCNFOW4TOACI301SPEG'FICA-immIJOLLOWAND GROIfi- FILLLTCONCRET,`LLL t.N?(OiIU)S14TI.L CONFOfUATO=ADA0. U'J S1A£Val 6E 3-71 MD BEAEATED YELLOV! CFAaW THIIIEAV PATE W)TH AN SG EN' MIN ALUAILYUM SRALL6E .045-n µ0BEAUCCL STRUCTURAL UCTURAL STX.STEFJ. ATUFAS1 UEAMIIIMUND AWL L ANU A,ICTI1NJ((1A METAL STRURi1 4 STEELS BEAREWTH EA SBEHµOA3E ALL ANCHORS I:RO METAL SHALL EXTEND AT LEAST 3 SCAE'NiFREADS BEYOND THE MWTE1tIN.. DID8012 ANCHORS INTO WOOD MAYBE 51WS Idd SS. OR417SS 13S %J ]A'%Jur rnnLYxi _ � : ILO. SAT05 GuO L•r+9N--.-i� • c �vr Sis IG!$ 77 q 8! S i IT. v e w gia i e a "o 0 5 pdW4+�r1 b s m��eeeole�,�e!L'���G>�r �'' A b•L n n a g e� � Pm'Ip �2 ijlk ��:�"'°Ka�A pas $ yb o SIX R!a �. � G"7 E I:c � � � •ra,am�) [ • S n Y� t >3'� d 1 G Rt'd 4!e �'9 Mle Gpdj g ~ m p -i;P-'��� oea 6o FbP�n@GnNv Fa Y tiiGaL:���GeSe e>w•xC4<M �� Q gig a e e roPw�r y AMauNOm�t �� ��tP t L to Sealp 4 0 6 �+ S Y� b b b 4!0 � 1t� �Gpaeia fi Y d!� p € M � p � � � bye � e a'-+Rm.•noo.�' a p r7n 3� e ple a 44 mry°�� $�dg Y T K Ai i0.���I� Opi T - ri'kli4. $ 9 _Ia� r,•nE v �r`!$�irawna.s L �c^iFel$3aG� 1 i n; .� A3;3'ZQB3Iig la`' S o !� vKZ • .±t a "'�S mu!dya�siii`s ! i 2 n: ,m"{n 'py 3�3 FCai3!4+^i 8 a 1 , •IS`snq;g gig j y ii Sgc{'9 rpp [ f~ In c�$oul;icl���; �cc 3%�c s „r FC3 IRIV tip-F11Y: qEli REt d� !1 m�8= y�j 2 s:q G� Y cl z a} 1 . m !' �Oi R' Op F xx • {p ^yD�� T 3 G �S Yiti 3' ig ij X'1 Nfi � t ° N Nag 1t n Y_n'"t E ((nn I Per' �:iS L"$"3 'G$ n'=p KO m V R$ 738ui�%ia5 $ i pp x� sA T.�b �'�Ze tSS �3 El R. o YkTIT 3g H'sR L a r u5 m r Ri � ! s„g m g s z ; i�'a 2.� � 5aalg ALE WH in Y m 5-E 5 64. YPt 4N-P F S Pr RJR"RR5L'R"1 iig�. �"6 P: $"Yi"a3�au5!k�ia �y�Q �x `o � 9R3�8RRg>gj+�"gn r_�r3gn e 55 F � sf�TH�REo gfti �o�b��mqu'neo�g AmJ O S o SI � BO S d..... r�" pm g�A •`4N�y : a t'3e o '7C \J ':O� n` °a �tpi�C C'JPYRIPIiTOZp: PM IYPUSTRIEE.WC. iiLRIONTp ftEEERV;.A 20i 9 1:•8 nm� n IMPACT-RESISTAIJT ALUMINUM TUBE MULLIONS by"m :'�-•� u �"ri gym b `+5 2 X A X.26 MULL SPECS ua o C WA_ NIA G300JR 1GN 2 rrxrax. oc.Y C rrrr'"+„ii g NbSOWSKI 000177 NO CHANGES THIS SHEET. .vatar. ornurNanc;c 4 TABLE 13A MWE.. C.PlIRY rma llbWI Openbig VRdll, tc•w+EtNlMiamRlmW'orp).10PeninBHa18M(bTMaaataMlFam ]vJmva) bw YIF TWI Nh RamFJ+u )rrJTettl. Wm Fs'.�gd TFptla-J BJk Ps tKm 1r.N`GJt0. 1mF 1 'J'ml TOd!az6 t9i: PumNaG iuinS.Y IWm 4eNl•:Js Io�ft IWk �+a'J. tuP'GW IJ�+ay R YJtt IdGy G L.vGgS IW.m La14C —ft --ft —,,l bdMg LaaeaJ L.W. i+.9 13ti Gi11• of °° vi° $:°a%a{! g g'le4ry g tLa I a$ {+i—m 8q gyp$ yJaa$a 3 Gyg"g�$ $lalm)yG + e $ eg T111i-11lt1 a Tgy' Yaa g5 qd a 8 (5� Rg�d 5 _ 1g53 pq pg g5 pg ye$ {e55G $�$ q5$ 5g ap ! qp8; y$ q5g$ ya5q yp g8g 5g y3 y03 q�y gp$ p$5 1q� aah 1JL' bM N)d QE taal SM tJ`�0 116 !010 Sad D10 1 Gci safi txa J:I G01 6!1 IY,1 J!+ >ll aM Utl IM OC.! bN Ixt Jlt 51.s 9M !xt hl .St SL{ IXI {Il ! 2 qIA W NA 1N V "al) Ea) Jc] m,! Ys .3 N T66 SlJ qJ d }A1 ]N x! f)a 1A0 i 14 KZ A]) IAa NJ 4h eCa (IW Ca0 7U JL! ,JCi Na ti!' ]E1 UA aH JI] 'aRJ aaa TW IU OR A3a ]S 7YJ, >R e]5: R1 E) 90 e13 ]B! •y_WSF LN 6a. Ol.a aW a!1 w.a It. bt ?9 Mc ]&5 >7 Y! MS N 1N Ae {AS W afd ILa 3:.T ]49 SSa RA ]N, ih 5)] s14 TAN 25J •J) lta Sia ]3G Ri i Hf .l1 aq ]Nt lA tl.1 Ne JtT i+a 14f ._])aL_de:..._.�I..f.A_ all 2'3 al! Ia! T{a �]S5!.a M1IWWt W{ALfb: !ix'IJe7N53 ]] 7 xT.JT Sc qmWM.qwFmFF ]aMNaa.1!I1 +W 9111a M1NJ RUTI 7N>a tN 1 3^R-N12 •RS]t U11..a1 1 Y)RS..] .9UC11'991) ]3n 1aa1LNN:J M ,a9+3S:1 �1u�'.]wG ]Uf if1J0�S11 ) _ ]2INxURI ANtf't0..AA0l q®+1W>5t aLt1/11L]9]] 99t181o]11 a ]9f1)3.50 n UC 1 ]]L •liaDi ]Zx+a' . ' ]9JR]ad.i!a (:'lMA i IWNC' R .1 V., TABLE AnehorGDaetry e!a:rs:e a:AG c!e -- av eut. LIC Cka TAbY e• ' _ �rJKc!Ju_ _ tK 44 Eta 4ro'EY] F]mne!m mIW9t eg3AA Ta Bud Nna J•p DLO NS'ae TY.A' >,19EY NWcm Ilr FkotaLx� ,n xS EtaLTaf t•J elyUta!>. )JYt9ta LR¢m A]atr.Ja uaa,T315e'ta FS: 6Fn F9 mch,rcvp PAtYma —A4v E CAigtt Pn J• 9tll }y )• Y tt? Z }9P Z paT a_Sv Lalr T ]' !tW 4Y=' fbR Ot LNB' d'A ]n cdaN fv'Gm Bnplty: .9 1J/J• 13f ialJ' }S.Y �LaF10<M1/a'9.+T 4t4' 1N(. LLr TG 21 'Itlb 96ab I Arc+an YIBT+.QCI Tealro 1•IaG Ot01ro tS3&t INd ws 61Owt NM ANCHOR /CAPACm ADJUSiN.6YT FORMULA: aANCHOR CAP_ MULLKNJ CM.A..w UM THIS FORMULA TO OOTALY INE•ANCHOR CJPACRY REOU'RED' CORRESPOMLNG TO AY ACTUN. PRESSURE REOUVUWSNTFOR THE OPE th-G,WRENTTISLOWERTWWTIIEMLUtCt4 MPACITY (FROM IY.E TABLE) OF THE SELECTED MULLKTN, RtNLL HELD A MINMIUM ANCHOR CAPACITY WH CH MAY BE USED M QUALIFY ADDIMNALL moloROFnONS FROM THE ANCHOR CAPACI TY TABLE. TABLE NOM& USEESIfM- I FOR WCTRUCnMS ON USING T09 AN HE TMLD SHEET 25 FOR twowmm ON LGMING. SEE SHEETS 2-A FOR GENERAL INSTALLATION METHODS ' 2) LINER NTFAPOU\TION BETWEEN MULL LENGT I tS ANV-)R OFEYWG WIDTHS IS ALLOWAGLS FY3LLi° 1� 1( 3jMULL C4 AFDM l UN CUPS SHOWN ARE. NOT TOSCALE FOR FJL= DWEAYSIONS. SZESNEETS.Oi ® ® 1IOLES TOEE UNJLED 3I THE F:'ELO FOLLOWWG DIMENSIONAL.1'RICTIONS SHOWN ON SN"ET521-27. FIGURES SHOW OUGGESTED, lBPF.DY]L,ATE N4I.E LOCATKWS. ANG[.E G.IP ,USTBL'W".71NPAIRS. p)SUBSTItATES:CONCRETESfJALLCONFOR.IATOAC13D1SFEGTCATKLJS J10LLOLYA]IIY GROUT -FILLED CONCRETE BLOCK UNIT(CMU) Sir COYFOO ITO ASTM CG WOOL SMALL DE PRCS9)RE-TFEAIEO YELLOW SOUTHERN PWE VATH AN SG OF 0SS ALUMK)UTA SFA:LBE pE9-Ta.V9 BEAML W:UM OF.12T TH.ICK. STET STUDS ID BE A MMMUM GRAM M AND.OGS THICK (le MWE). CTM( aiURAL STEEL TO BE AT LEAST. 124TNICK ANDA30. ALL A14CHORS INTO h1ETAL SINU. MINDAT LEAST 3 SCREIY nIREMM BEYOND T1/ _ MATTBJIAL. c10 a n2 ANIWORS INTO W'JOO MAYBE STEEL. 04 SS OR410 S.S. 2.11 111-1- tM'X2.IrX.l2YMWlJVJ (NMORN. FW MLKIIONI PRODUCT REVISED plyylvng wIN No Ilvridv Bui1d7n0 C 1 NGa-JJa 17•D630.01 Pa!pNJlivn omv 05126R021 B MIOm a iodvei'Z; ntrT VRNINI.LER. P.C. FL P.E + 5870E f. I TABLE 15A .—_._... -- MNDMG tpGy Table b4flt' 0p9nIn0 Y6dlh ilu.wElaTf-]parting IrtPora) or Opanhlg NofOM (6xroRmtLyb! WNTi1V InUfa¢) u0F IMF qc <nF ToF nFI WIA IMF 13AF HrxOn3/N Iti/t>fY. r•St'I,p[Y TwrCv,9 IYNv91h TIp!r94 Poch yde! TA O f�lvyla 1FPT.44 __,Tl_�lifull -vmN fWlhMty l�/r,lu4 n1s!'^➢�4r Tf�('1!M 3.36'MI Loe4.9 1A34y L-ft L_-a Iaa P9 Lady 1•mf+6r LI3. La j;9 lmmyl BAYMUALL,! Ft.rK $�{L-ft A . 8 U III !111g�.,-1 13 i O�.� 1! IM a3 tear of Imp Ta In. Ix 1Tno a: Ink j a :Tp.o m tmp aro HaA n t Imo a, tX4 INo Imo w Imo Nee M, e] Mo MA I— @t taA Ra fTOA of vF ITS). ITo.O lS.t ITaO SN — Al0 1MA HH imC of Rp OTT tma NIT 1:NA DH fi'3 !SL 1m0 6a fb.1 T3 1x.9 94l 114] 13T3 fT9D 4a TM 1taO SY` ( 1np >^J Nap INS iTa01 T'A t@.D I Im3 T55Al TH 4 N1] tma TY 1M9 141 Imo T50 1N.] Ia3 R0.0 ,m0 Tn !moi Eas Cy- iipA IxA !48 HC If- flaA ml 6H 11", CN ) In0 » f1q 1H3 tm0 LaA ItA IIOA) LTT iN.l ul3 1m0 I51 Ra.I aq fno s51 tall l Imo Rt 9a3 1 Im6 ql P40 TH ITaO ISW 1m0 T9J Ia.t�tiftl 1m0� B11 1D.) ITIC "' 938 1'.a9 1119 I511 Of HA DII 1M1 9u n3 n!D 1f0.t 9Yf n.f 1HD 111! H] •`••'- Ha tmO)'N] 113J ltie 11? iR.O 4L1 1J1A I, -_._ faA 9N 114] 11M NIA R5 1W41 tfa INI Cq 9JD If54 u41 CJI 131 IIW Iml C16 I6T IIM WJ No qF liea ImA- �3 1t02 n1 Cq Ina fITAj :a iN IS3A IT TA fw Cx 1Ge CEO f., tM.O !W 7a :M.n 14] Iw pO ,YSI Wa eF RT 941 m1 lw Cfl Ne1 Dtl W IW xi SCJ :JN . ,00.1 T 6M 6W �T Dai fw 6] Ib1 m] pa w ]Tt NA tw DN tapJ xl He Clp t Wt I:aO i4tl iJba. ql 7q ISOsf IMS iw CCO NOA IlaO pM TN tNJ DLO sS TJF !IOd tw ]W a.1 TW IMA ex Ci3 n9 — aT T0.e I TM 93T CDS Ta xl) w 39.9 TW 11J CS a1A )W ALf @I Q.e >M 911 319 ])A I9C C13 !n AN ICb f!9J m Tm 1W TICS' /^. n0 C0.1 ml To D!9 qT [43 7b ml m C15 >M xD eip SSA T50 BS/ COS ICI la IA SN 21A .^A 542 54t )AS TW eCA 5fa 1 Ill 56T /41 SO9 Yp 639 In 1I3 SW Ad 8 11 Cq IC3 IS Ct SW M1 19p Sil W 10D 13 SSS Sl 341 IC3 TSS Yl ll] ICI WS m lfA 7w qA -- .'1 _ QA IW 141 NT QS 31.9 f1f ]33 a6 M.1 N4 i9.1 /q ]l2 IW MC ID 20I IM 213 IW .1 >N 161 196 SS.0 TW I{ WF INN 59A HJ a3 NI SI,1 aA 3A S NA of ]H Ct.a p6D aS ]II D.p 391 ]fl 3, �1 NI T.A >n IlS 3N N9 3]) 3ai 391 TLD SSd N.1 DI IA) >71 H.9 >pf ITJ 313 1fIF Tat SA ]P2 3'q E.p TO A4 SM ]T! ]TO 11A 3Tf Sla Ax 3]] ]>•J ]tA 9e ]t] f4S ITO �_O ]N IW fx 111 fu 1 IxF 3pA l:> Ml iCp 1i] 1!J ]eD la 3V ]II W3 NO 19A SIT ID] 9x 141 ]iJ tT9 91 Lap LTA >@ nA TM FIGUREF_ I F1'GUREE�o F',GURE3'. 0.N0= CL<P (FIGURES 1J) MUSTBE USED I:N PARS, ANCHOR CAPACITY ADJUSTMENT FORNULA: (Dp_ )%(ANCHOR CAP._�)�ANCFpRG1P.,,, MNLLION G:.. ,� tME YNIS FOPh1ULA TO CUMIN TFE ANCHOR CAPACITY REOUIREM CORRESPOTIMG TO AN ACTUALP)1ESSURE REQUIREMENT FOR THE OPENING. WHEN R LS IA'Ar TIUN THE MLLUCN CAPACITY(FIWM THE TAMC) OF UIE SELECTED MULLION. IT WU YIELD AMIMMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUAl1FY ADDITICINAL ANCHOR UPRONS FROM THE ANCHORCAPACITY TABLE TABIC•t90TFS: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TAGLE3 AND SHEET 26 FUR INFOWAATION ON LOAOWG. SEE SHEETS 24 FOR GENERAL INSTALLATION METHOD.: 2) LINEAR INTEPPOLATION 9ETIVEEFI MULL LENOTHS AWDIOR OPENING WIDTHS IS ALJOWA LIL le 3) MN AND MULLION CLIPS SHO'NNPRE NOT TO SCALE FOR EXACT DILASK]NS, SEE SHEETS 2f•21. .17.5 HOLES TO BE DRaiE7 N THE FIELD FOLLOVANG OIMETISIONAI. REBIT831`NS SHOWN ON St0F152t,T3 �_.. )•...� % FIGURES SHMY SUGMOTED. APPROXIMATE HOLE LOCATIONS. 3.$W' A) SUBSTRATES: CONCRL: E SHAL1 CONFORM TO AG 701 SPEpF1.^ATIO)iS. tiJLIDW FMO GR0ll7-FRLED Ij CONCRETE BLOCK UNIT(CMLI SHALL CONFORM TO ASTM C-90.WOOD SHAU. BEFRESS`Dn RCATED YELLOW SOUTHERN PINE WITH NSO OF C,65.ALUI9J.Ut1 SHALL BE 6063.T6TVO BEA MINwULI OF.12S THICK. STEEL STUDS TO EE A N.tNWVM GINUE 33A5O.U4i'THICK (la GAUGE). STRUCTU7N. STEELTO BEAT 30. SAY i LCA&T.iZV 711ICKANDA3S.AU. ANCHORS INTO METAL SHALLE%TEND AT LEAST 3 SCRCAV THREADS BEYOND MIRIKIN �� THE. TATEPJAL. HO S 412AICHOHO INTO WINO MAY RESTE4,. 1" S.S. 09 410&% PRODUCT REVISED p YMg with the FlAddA Du11Lln9 CedA Hoa-N> 47-0630.01 Eftotl9 Dote 05,,T=021 MLAThD eP 4 uen�(i tGonWl- y No. 58705 A. LYNN19VILLER, P.E. FL PE.D 56705 I z.sn• . 2wD• ,'X2'X +24 t4LM1L,VN 1•Xr%]TS•AIUUAN 5:e}44ALUrt eDa}T6 ALU•A X•sECTm X-SECTION tow 11 1 i 2.tEm 1 I•X2a5'XXV au"I 6,76 L'uN. XlMV`A3N F—�T+ 31'AKJMO CJp I 2.CG1Y I atB7.T4 pN.DN. I I 2fLP U %SEI7TION C 66:}1IA)LIL i i-.17S i i Y-XCTION ` � .f2E'•�'' C i S.Sar---- i•-.....,._— --•— .a12s1 cn NeaEm 1 M". .7T5• _ CHEAT6FttP,SEE ( Ma.. M:N.� i-- i i LTTALL F,BtEET4 _( / E SrM ,RO OLF' /O[NT(:m6 ANGH1 HolF MIS 4Ls1•Ta aw— LIE TOIVMEl L0!1 i i OFF3ETCLP f PTaoMCVTOMCV. / IERCFNk:1MR VwTmSHOLE MUHE IIE /�...._ ROUND THE SEE EO ,.ECD/vi IYM SHCHQR 1r7-0RTH6 AlGHQROC. AKNORF.. FINILa11A 0 ' MI1V:5 VML+ETER.'hol. wAL•6'IER. u1v. 1-1.000.. y , Doi• r T- % / T- 2i5T :us• a1'75, rxv4xs�LnnuDN +•xal7sxsMLwON XSECTCN *SECTION 7%aa�:N=aNP e0abn441l81 z0be. XSECTICa 1 .1:5 1r . t ' _ .exs• 3.i1W (.-VF 1 r 1Z zs.lea'x �cr Lluu X1H aaa}TeuuM. %SEOTF^.H 7(�'` i _Sr6' MIN. /'• �___ ___ -- ZT6 7X9 ANG_tLW 1..1L�_ f 4��SAt.DM TG Y:EY/ CENR OF AltCHOR NJLPr4U5I lS W'O N THE DASHW AM"OFu OG. rA wxT JM M'Ch.VR HC IIO,.P. ONL.-rAt 1H 1011 NOTEETER• Nlr. tAull dmanslon (sh401� POT Part 4 Mullion BM, Clip Offset GlIp 11f:11p An81a Cilp I-xrXA25•(5) 6660.5 666113M 6E61116M 66SP4PM 666511M 1' Xr X.37S (e) EE6008 666114M 6661119M 666244M GSB.512M V X2.7s• X a7s (T) 66607 866115M 6581120M s6aaw 666613M 1; x2.75X.66W(8) 66608 GM116M W61121M 666246M s6-14M 7• X3.125X.SOP (81 68C37M 266I t 16M o661114M 6G6242M 666515M 1.26'X3.188•X.28S(12) 66611M MI T17M M1113M S41M 666516M 1.26• X 271' X.12g'(18) 69570 I WA WA WA 66051751 NOT=S 1)14CLES TO DE DRILLED W 1T'= FIELD FOLLOWING UVAENSIOtaL RL-1',RICNCNa GNEN ON THIS al 06T. 7) SEE. SHEET55.9,12 d 16 FOR SUGGESTED, AFPHOXIMATEt.O E LOCATIONS 6 ANCHOR O.C. OIST NCE 1 3) SEE SHEETS 2" FOR GENERAL INSTALLATIOIL LW'TTODS. TAALF A dman4lonValuaon) ForMUlifon: A 1,025 B 2654 1-Xr X.125' Aluminum Tune MUIW c D.esc p 0.740 A B 2. 24404 P1 1' Xr X.375' Afumirum Tu FAIIJ. c 0.895 D 0.490 A 1.875 8 3.DOD V X 275- X 7.SASxr T In Mulffw O 0.757 IT 1,ne A 1.312 1'X2.75'X B 3 000 aw Alur*—, c 0.470 a 0 mo Tube MLAm A 2000 8 2.837 NX3125'% .W M- Tuba Mul c 0.8E7 D 1.1.17 A 202G B 3262 1.25•X3.188' X.265• ANmI Tate L1N1 c B M2 p t 1.762 LW X2-11• ' A 1.813 .121A)Ixn T.M MI" PRODUCT REVISED plyyl1 g9 MIN iho f1oA4a Bnild,na i.04C Noe -No. 17-0630.07 �`� NY LYN,y��'• `1'T;O' �1GENgF lA�C! �'i �.: No59705 ' 7717�•.. SATE d (V -..I 1 EIX]• V.- --I lA4r r- MULLION LPJIAIMo OV 6 X-STO ECTION 6macTI:UIL %�SECTIGV xsecnDN I x1EVX.1Ef.' 12ex3.2vx.W wiWON MvLuou SD3a.TSAlUX I;a-r5A1c'M XSEGIICN X•SEOTIGN .063' / •36S 462' o6r 436•- J.4Dr 2.E25• A2S - 031' -- L16C-T .376. -r-MUL Ioff OWITGAWK %•SECTk1' --ts6a 3.W' L-,tor i - �1. -•i b'0' H 1.25 X 3.SP x421 NUwrm a0 ti ALUM wSECTM � I ]� STTNDAR 6CMP 2.000' I st ALUM wDEcnau MI), ,A, t 1.e7r i i i 1 125• j I I 3.Pti5'9AY MLM1UYJN I �6D y j ;r znY MI:LLbH (IM¢iBMfµL 1 / wSECOOH wSECT,m, • //� 4_ ' m•' 1-.ggr-i .TJr- tIOM. 1) t DMS TO DE DMULED N THE FIELD!DUZN44G D'd"OZICNAL RESTRICT)DtL% GIVEN DIJ THIS SHMET. 21 SEE SHEET^u to. 11. 1115, 7g S 20 For. SUGGESTED. AFPRWOMATE HOIELOCATIMS. 31 SEE SHEETS 2d FOR GENERAL INSTALLARON METHODS. 12? 2a 7Ac' 1125 2.1. 2Y30.VGLE CLIP IX.L)P0t&•Ffi AIAM. 506:FTe ALUM. XSEJ]TIM •,ITS` L � wsccn4N ; .72TJ CENTEROF ANG.ICR HOLE MUL•TUE WOJIW THE DASHED EOUNDARY. SCESW-"S 10.t FOR 1HE. AWWR 0.0.OISTANEF. ItAYOWM ANUOR H)IF VAMCFM ANCHOR DAMETER • tnr. _ CW HEHE m i37s' -- MWEPCUP•EL'E' I r' i I DETAEF. S]aT;fA I F .315' CEhTER6 I 1 1 UST i HHowD i i ] L1tISTL:EYrtlrlih' i 1 ] THE Wi DASHED , F OOUhTNULY. SFF 1 I i i SF.T:ETS,a17 I DISTANCE I I LWR Rt ' AnctaR HaE gxtxVt lci._._-.____�x;L 1 _ VIA"E ER-Mv. 4 STummm CUP, U-0LT IIOIE MUSTIAE aw3 TII UJIX 053•T4AUIX oOU]IDARY. S6r: TOPVi6VJ TOPMEW IEANCHCRO.O TABLE C TABLE C, CONT. ANCHMi LE Dlmeng1 ,, Value IIn) Fa Mullion: Dimension Value 6ni Fw Mull:un: iiANtaTft�1R6'' 1 ] k F 1.933 1.1 O Loco AW G 0.6w X.EN' H zuo Ak l.. H 14" Alunmun '-S.SDO•----- I 1q]D rube ir 1 125D TWo Muobn -37S• F 3.1117 11x41x -- F mis 1.25•x3.0v - c us? my G 1.us x.e2J• I 1000 TIMST 1 1]a0 TLLo It. y_ F Y226U -S' 25' F 2.013 30• Sm Lt. k.1W F ZOIS IS- Do hvtl 1 H 1.570 AWmirnan 'I -Y250 Ti MIA'wl TABLE D .:�CFPSEr" &XIMA.M. TDPVEW Mui)Dlmendan PG7 P.A. IVKoIq Nutlbn Sltl. ab OEul Gip "lip AnOb clip 1'XC %.12S rya) ®]M 869111N E591I cV ElY2J1A1 f665HIM 1'XlxalY rytj 1'%1'x.]iS'Try1) f86'A tE653 fU6112M 66WtLl Gt61fE1M 6r TH"" fRf11:1A E6E242M f6a315M E6531aM 716•%3.Y:x.100•ry3) 9IW=12 Eruct_^Rd teIJ JM 60 17aA RB&9I= a?%12Sx.h '(Nl EOIe17Ia3,6 OGG112N oE5112AA 8E52a11M D6W71&A t29 %191•%.ID.0 1151 20162 W61117M SStji M 050211M 6MI M 301kgrte (19) o681g WA NA - H'A "OOBS,ID/A J6 DegnM l2o! 666f0 _ WA _ WA WA 6MIt1L1 PRODUCT REVISED ...... 4Apl1yylng with lh. Fl.dd. uing Cotlo NOA-No. 17.6630.01 EapiraUon Dote 05.262021 we etiam a -."od et eontnf i3 Z 1µu1uI,J 4�AP�•Nse SD70S P.E. TABLE Mull DlmendoR pGT P•Ka 1 Dlin.n Mullion S. cNp u-CRp anpm cnp � :.�1 (_.,t2s• jj --I �—.t2S _.. ;._.T25 � d 3 i<X4'%.25 (t R) 6ES:R 65fi2E1M MSZ'.TM 850.5I12M i-.-. — t T-' m 2 XE'X 25'(17) fi8804 Fifi62o'2M 66627a-M SSUSt1Y.1 S INWAO CUP i Ea2}�T6xA!lAL 1 2%SANCLWLL dCS118A14.21 y,,h�• , Ct81Td AUlll 1 2 xaEcrwN I X-SECTION 2.CA7� X-SEC7VN u. ' NOTES' 1 N r.12Ci' ••.t75 I) HOLES TO EE OR.:LED iN THE FiEL:) roLLOY.9N6 W I DS'ENSIO.M REMCOONS OVEN ON TNS SHEEG �'-✓� 2- SEE SNET3 lt17 FOR SJGG=ST. MAFPMILI TE i 1.- f.J7T---? ' s U: W HOLELOCATIONS 1)SEE SHFETE 2� FOR GENERAL I%STALL1TION M.h-, OW,-_5.wa......._....__--. -_._ I- CUTNERETO ......_..._.._.S OP ... Ji^u• Wl N J SC7'L.•_"-..---•. CRUTCFQIP, e. ' AIPL 3 F trill r_.3.M5....._•? .3/5' �.+.._—' C i _EE_pETFLF. ^31_ rC rJ75' i �I -T NaN,--1 1 SIEETT N 3 ---............ - W d I! _) z ' a o..r r C 250'- ! rXA•X2Y i i 3.435' 1 i 12 Z '. W-10N f 8ad}Td AU1M. i I i ' i i 375' TyNO Z�� %SECTQNI I 1 ! I _-_._-_-_....... ....__._'___'.� rMIM1• n W Q r ) i._ sTMJAnD CI.f+ UtL'1': SCB}Ta aLDU. / 7xS 4NClEC!JP .1'Q `G Z of o CENTER OF a)CHCR ROLE WST UE fp 78 AlDPt JSl7 fOf1�X,C•AnRtxYI MEET IE CENTEROFANCWMHp!E 6Y:57 LIE, apTal"!UM. aY� ,M; (n .25T Ltv ;,t'N TIE OA9 DEOUNOMY. SEE TOKiLW Y/ .THEP"FDROUATIARY.SF.F TDI>I�X S„�y '0 SHEETS to l>FOn TIeaNCIWRQC. TOFY�W SIMETSIa-17FCRiNEANCHOROG Pdu §¢ O=IF (�--OISTFI:S.E. NA%7AUM ANTJNRICLC ICENTEn OF M'G nR N"..tEM1:5TtlE t-�-OI.STANCE.wl'3ElM1f ANCHOR H!XP. -+g \ DW:E•TTC k1ci10R OiWAMIR•,YC,—NTTNINTRi C.V"NF.0 W'IiEOARY. S[E \LWE7E2AtiCOR OWIr_fET. LVd•. PRODUCT REVISED mzurf. _ 5.530•--CUTIhAE TO j \\OIiLSTLR:ANCrICHL 5.COO• NON-Na. � 17A630.0i )_. .. 3.SOO•........... _......... CRAtEf.:11P. _ _A- . •2OR7--•y �'- ,115' Exyi.nllon Date. 512672021 MLV. \ M1IIN. .-'•1' MTL I I SNFE_TL ! \ - I 1 e.D3a £— - --- —r-- ----^• " +I — £ - __.__...---......_..._.... _; lulu, U-1 1 OW -TO ALULL,V ST.MrRDCL^ SOs. na gl W3-TO MU EO8 76A 1 701,YIEIY N;,ED FOR 2•x S•AP.nL1ON +(Z71] TiXAw rurv�EW a tSf�fJ A4hlsR, aE. J EXF1� i y,L• 1 �S!NCi•��MAt A1111 M•N i � ii iRT-Oq/.15 1 II - II �?QI.LR `t i I.I AVM'SNAL i� I !� j� 5=]J . CCTAAS, -li LM1vl MC7H ..gKANM Y MLTO+LE MI/UIONS PIE BUILDING SUBSTRATE 13 XNOYJN TORE uYCOD ONALL FOUR SIDES THE WINDOW F!LIVECE.'•RJ 192-t4'.TT 01FH4YG PEOUIREBA. fETIGN PRESSURE CF 468CJ4pA PSF, filN IALLYASSUMNOTi4TTA1'INDENNLL(ONISMTASLETHEMVLLIONLENGT41S7Y iN7 THEOFEI.uLO 10TN19]Y•52.1'•W.RFFAEW-WG'WIM25.TrIECOLtRMUSNO FOR A•IAJL'_nN WATTS AYLEA4T THE YANOOINFRANE DEPTH OF 2-IWAY,T'WELMT:ETUR EXrtcUTHEREOUIRED E p RECTANGULAR LOADING MUST RE USED SCOJ THE MLILICN TABLES DESIGN PRESSI.RZ OF •GO.%40.G FGF. IF THE TABLE. DOER NOT SHOWWE EXACT SIZE USETIE NEXT LARGER SIZE AVAILABLE -I U FROLITABLE 3A 511EE77. THE 1'%27Y%.775•44"110.Y ILENGTf!^it.OPGYU:O YtDIH•iO�FF.EA PIE 0EFi1!REOU9tED. NOriEVER TY.E OFSI6Y PRCS3'RE 19 •Y44D P:fAVD WCU.D i �C�� NOT EESIF.TAB'LE FOR WIS APF- ICATIO-Y, Y FROMTASLA4A.SMEET8.W. . •X2'/5 X.85C MULL'AN(LENOTN•7Y, OPENING YIIDTH•70')NJSADtSGN PRESSURE 0F•i-72.7 PSFlYNIUi ��L'E7:D9 THEMIQUIREMENTSFORTHE N OPE NINOAM) MAY REUSED W THIS APFUCAT,UN. NOT E THE ANCHORCAPACJTY REQUIRED OF 83B LBS, 2)USE TABLE 4ETO FWD THE ANCHOR TYPE, ANCHOR U'JANTTTY AND CL!PTYPE RCQUIREOFpRTHEWOIX)SVB5iRAT6 ROTHTHE STAStiRD CLP'- 1(G)112 ANC:1GYtSAHD Tf¢2X9 jLi.p U AJGLECUFSVITTT(s912M 'OR$HAVER CAPACITY CF OGS LUS.WCUG!f EITIER ONE COULD BE USED.TIE STAIOARDCLIP IS EASIER TO INSTALL, -N. DtV ry N VTRRY THE i>e"S!GY PRESSURE OF THE FETF_SiRADCti PRODUCTS USED NY;H THIS MULLION SYSTM THE LONER DPSIONPRES^+URE. OF MULUOAS OR FENESTRATION PROOU, S,Ya:J, 9 APTLY TO THE OVERALLASSEEUBLY FINAL DESIGN PRESSLRE RLCURES PWTT!E BOTH THE MULLICNAYDADi FENLSTRAT•ONPROMW OE INSTAL EDOJACCORDAYFEWTDI THE j INSTALLA71ON SPECde CATIONS IN7O RESPECTIVE SUSSM;TCS AhD FENESIW*-ON PFICOt'CTSTO MLILIOK d' Y RI THIS EXAMPLE RIE DESON PRE,SWRE REWIREOWAS•AWAPSF. TIE04'ERN.LMULUGHSI'STFM NAY UETiULL9N'eO7D 8E]Z:PSF'M7HAN ANCNORCAPAGIiY OY ar•BIBS. ALTERTATRRr11Y, W m �-- TNEANCI!OR CAPACITY ADJUSTMENTFORMUVI COULD HAVE BEEN u.,MTO GALCULAre PIE ANCHOR CAPAG'TY REWIRED FOR THC evct GE&ON FRF.SWRE OF 60FSF: (WPSF)X( 111L65 \•5240 LBS (A1AYU VSID TO QUALIFY R 10 STEEL SGREVVD FROM TAME 48) 72 7 FoF I THE BUILDING SU85TPAIE IS KN121YNTOBE CUU GN THE JAlW AID USESACONCR�CHF.ADER AND SILL THEWNDOW FWMEDEFTH IS 2d8'. THE Op-=NGVG REQUIRES A DESIGN PRESSURE CF 450.WkISA TW. "- r � FOR THE VFATICN.AM1AI,!ON: 1)IN.7 PSSYIMiNG THATA%'%MC MUWON lS SUITABL'c, THE MXXUON LENGTH I .12-Y•i'•106 AYO THE OPF.NTFGi WDTHS2C•3C•1'•]Y. FEE=RFJJCWGSHEE: ZS. F �xZ ,O [ SHALL BE USED. SCJWTHEWIMmi ITABLES FOR AME .'ONTHATls AT IFASTTHCWINDOAFRAME DEPOT OF 2.38' AND WILL THECOLUM14USNORCCTAJGt,MLOAOINO MEET OR E%GEED RiE RCOURDOESIGN PfvE-SSURC OP•SD.OI4N.0 PST. IF TNL'TABLEOOCSNOTCHOWTP.EEXACTSU:E V.RE THE NEXT VJiGFR Sfg P.VNLAeLC. NI ' /7- a? FRC, TAR1E3A,SHEET7.WEi-X2.T5'X 3?5'NIRUCN (LENGTH•/C3'.O'+7!JINr3 WYDTI•ACJA^cETS7FE DE�THRECJSiED,HOYeE\SINE UES!3JPfE5SUFiE F3.:-ISI NDT bE SL'RASI.E FOR i WS FPPUCATION. w P.8 Df 2I `l AND WOVID FROMTABLE I7A, SHEET IGTH .EYXa•X35YMULLIOH B-ENf2TH•!C4', OPENT:34Y:D7H•BOT MASApFSXIN PRPJ!lRlftEOF 4FGlT P.RFYJHIGN IXCEEIIS TNE REOUIRFA-FZ S O N5 W NOTE THEA.NCHOR CAPACITY FLEQUU'SO OF 9TI IJTG. FORTHE OPENINGAND MAY BE USED IN THIS APFL`CATCTL 3 t BECAVSEITIS NDYJ Kt)OVJN TMA7 WE MULLION MLL ADD YTO WE W'DTN OF T'.E MULLED UMT, TH OPENING SNDOL"4DTh IS3THS 1JAy3, ROT7TA5 MWOOM.N.M. TO ALTRNITE0 ASSUMED. VERIFY THAT THE DES!ON PRESSURE IS STEL A'FLICPDLEFOR THE ADJUSTED OPENING. ALTE)U)ATR`CLV', TNE V:iNDOW VAOTH9IJAYSEREOVLCD MNNTAN PRODUCT REVISED THETS•OBdENRDN(35-IR'+SSt?•Y•7Yi• v P M 111h tlF FT-M 6uA... ?.)V.SETAE:E T26TO Flh'DTL5 MCHOR TYPE, ANCHOROUANTITY AVD CMV hi'E REQUIRED F011THE WNCRETc EURSTPATCWTIG [XAARE,A3SUh5 TTEPWFED NOA-No. �7-G630.01 CONLNEIE FIERCER ANLI SRL AAE 8' WIOC. I! THE MU'L'JON CLIP LVE.TZ TO BE CE NTEREU WITHIN D E. 8'. ('ARE MUST BG TA�IJ TO NniNTAN 1HEFASTENERS EGGE OIETAFxE USINGW=STANO.AfU CLIPWRRI(6)3110•ULTRACON'ANCHORS AT'AN EDGE IXSTANCEOF2-Ifl6YEBANX4CHOR CAPACITY OF 1050L59VIKCH!SGPEA7ER4ANO 'IHEREPO•TESURA9LC, FOR THE ADQUTAEDANCHORCAPACRYO^ i71 LDS e..l.ti-Dal.OS)2612021 .-• , FOR THE HOR12pNfP1 b^.fLLKMS; N,pm tle .oEvcLConMoT- EECAUSETHEVERFMMULL WILL BEA YX4-X.2G0-WWON.iN THISEXA.4LEWT-:VALL MATCH THE HORIZONTAL AND`51TROAL MUWONS ALTERNATIVELY.ANOTHER ?'-� RECHOWN. LYJLUON TYPE COIF-p FIE bIOSEN. W) N_ �10 NUTJNJN LENa THE OPENOiG HE1C+Hi IS3T•'M`2.10T.RMTRENdNO SHEET 26,PL COULW USING•TRAFFZN&JTRIANGI'LIR LOADING MAY BE d� USED.FRONITABLE12A6HEBTIt',THEYX4'X.2GCMUL!ON(CL6.GTN•4Y.OPENNG NEIOHT-12T)HASAOFS!GNPRESSM-OF4A17J.CPSFWMICHEXCMSTN.'c REOUTADMENTS FOR THE OPEN14 AND MAY Be USED W THIS APPUCATiCN. NOTE WEMOC 10N CAPACITY RECURED OF Ul LBS. 2)USE TABLE 125 TO FIND THE ANCHOR TYPE. OUANTRy AA CUP TYPE RCQUIRED FOR THE CMU W03TIMM!HWL3 EXAMPLE, AGSUMETE CMU JA:,IDS ARE6 USNOWE 2IUMGIF, CLIFSWTTN d S NODE. iF The M!JN.IOk CLIP WEFE TO fk CENTERED YATHN TNE a*.CARE MUSTBETAXEN TO MAINTAMTHE FASTEERS EGGS DISLVICE. WE AN ANCH(IR CAPACITY OF$40 LBS MIGH LS GREA!ER AH]TI!F'RVCRC OUTfl61.E,FOft TH.EAEOJIRED 1!! w (41311V AICHOR2 AT AN EDGE O!STANCE OF'1'GfES ANGIIORQ AC{TY OF=1 IRS + r +.+`yplAY,L - •45CEN,�: -• �C� ��. .O ME.Alt;+ FOR U-ClS IN THE HOMZQM•AL MULLION TO VCRT:CAL MULUCK USE THE SAMF ANCHORCA ACITYOP 521 LSS.TAULE 128 FOP. THE MOTS SH.ONS DE AYCIIOR FOEi TIC ftEOJIILEO ANCF!ORCJ,PAG:.'RECVIREMENTOF 4/LBS. THE `+� n Y •_�` '. CAPAC11Y IS 1074 LBS'lAIEN USING 3ANC1!ORS.W7!ICN IS GPEA7CP...V.D THEREFORE SVRAd_C, ANCHOR IYPE IS A H2STEEL SCREW. ` _ 1 N.. 58705 ' FROM WE: ABOVE STEPS. OUR LIJWCN DMCIJ FRESS ME Mt = bt7 PSFFROM T^FVERTCLL ULiUOk �;•� L��'yjY---���*� •J-1N)A PSF FROM THE 3THORIZONTAL MULLION ATTACHWTO GCLTJ: 4J-17CC PSF FROM THE 39'HORIZONTA).MULLMNATTACHWG TO WE VE!fCCAL MULI.EGN(IN7ERSE'CTIONL THE LCT DESIGN IS•J {JT PSF AND WUAD J•PPLYTO ALL of TE LMUONS. 1 YLSPRESSURE9 `E %O ATE. •L+'•. •''IJ/�^ i 'IFS+'••: �ORIDA,.: G`�`� Y•ATSIr'O,NAL VERIFY TIOi OCBI@l RLESSURE OT THE FENESTRATION PRCDL'C5 USED W.W THIS MJLLDN SYSTEV.. TT=LOVl+ GERIGNFRESSLRE,CFNULLIONS OR P:"N?:SiFJA7gN THE BOTH THE MUWO1JMDTHF.FENES7Mi;ONPR000C7EE!NSfPLLE7W �2 `E'�•Y+ g1 A, LYNNALLEIt, P.E. PRODUCTS. VALLAPPLV TOTHE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRPSTIAT ACCpNOM�OE VATH WE I>ISTAUL T10.4SPEL-IFiGPONS INTO R6SPECDVESUWTRATFS AND FENESTRATION IRMUCTSTO UL4LICN. 25 FL PE.V 56705 F' S OF RECTMMM L0AO NG: v ✓ / / z / • STL'OII LOADRIGOFVERIICALMLiIJON LOAOMG OF VERTICAL MMUON SAJ. Or MINOOVA NOT ANC !OFEO 11TF INIVRSECTING NO220MAL MULLIOS LOMUGUVERlIiCALMMITIN SLL OFK zN w.lS NOT ANC11Ge.ED LOAD'+AY.OF H314ZCNTA. ASAJJCU WITH IN; ERSECTING VERMA MUMON LOW -VC OF VERTICAL M.MLAN LOAD%k OF VERMN. MULLION iMSL OF IENGEOOWIL IS NOT CAFMAEOORANCARED W HINTE4SECT1N3NOi2VfA47ALMULUONS IdTD:NG OF (7) MOR;LORALMULUONS LdVAWG OF VERTICAL 6611.LION I LGAOMG OF-AMICAL MU'LOON PRODUCT tyyingg wIlk the FWIdaCT R-ISLD � � BuOUhry CoOe L') NOA-No. 17-0630.01 nR 4 ' I° pl.tioR Dale 0512612021 iCAD4lGCF NORILDIRA MUWvN LGADIH M'JLLIONA:2ONiM1tlo<♦-Fct'tio-(... NOTES: 1 1) DRAWINGS ARE • RFItESUNTATIONS OF TYP.CAL j M i CONFIGURATIONS. CONfIGUIVATIONS NOT SHOWN j MAY OE EXTRAPOLATED TMDA1 THOSE SHOWN, Y1111ELDADDNGTYFE CMMDT 'W UEDET-e MINED.USE ` RECIANGULARLOAONG. ` - S) SEE RRODUCIS'"PWWAL FOR '* ACTUALANCHOR L(5rA=NS. tAAOM30F::OR60NTAL A1U'LLION No. SR70S =_ Y i MIAMI-DADS MIAMI-DADE COLFNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND .ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA)-Aww.miamidade.aov/economy PGT Industries, Inc. 1070 Technology Drive % North Venice, FL 34.275 % 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 "DR 5510" PVC Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-1111551.0-01 titled "Horizontal Roller - TM", sheets 1 through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony 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 and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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 distributors and shall be available for inspection at the jot This NOA revises NOA# 16-0714.17 and consists of this well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. provided to the user by the manufacturer or itS as 11.08 2020 2017 Ll PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVI.DF.,NCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0903.10) 2. Drawing No. MD-IIR5510-01,titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05115115, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lyme Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact. Test per FBC, TAS 201-94 3) Cyclic Wind. Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasee spacer system, Super. Spacer`s NXTrM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous 1VOA 1Vo. 16-0714.17) 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) Forced Entry Test, per FBC 241.1.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5410 and series 5510 PV C horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram- of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) Jorge rYL Plasencia, P.E. Pry uct Control Unit Supervisor NOA No. 17-0411.08 )Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-1 k PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTrNTED) il 4. Test reports on: 1.) Uniform Static Ai.r. Pressure Test, .Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawurgsi, and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8074, dated 11%06/14, signed and sealed by Idalmis Ortega, P.E. (Suhmfitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn 1\till.er, P.E. (Submitted under NOA .No.15-0903.10) 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol@ Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior- Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their `Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their ".Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated. 09/15/16, expiring on 04/16/20. ,1 Gil Jorge A Plasencia, P.E. Prpt uct Control Unit Supervisor NOA No. 17-041.1.08 Expiration Date: September 24, 2020 Approval Date: August 31., 2017 E-2 PGT Industries, Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVUTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and .FBC- 6ch Edition (2017), dated 08/02/17, issued. by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by .Anthony Lynn Miller, P.E. 3. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NO.4 A'o.16-0714.17) 4. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Crascon, P.E. Supervisor, Product Control Section. (Submitted under tVOA No. 15-0903. 10) E. OTHERS 1. Notice of Acceptance No. 16-0714.17, issued to PGT Industries, Inc. for their Series "HR-5510" PVC Horizontal Rolling Window - L.M.T., approved on 09/01/17 and expiring on 09/24/20. .Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-3 DESIGN PRESSU'iE NAliNO- ___IUPACT R4TING—� IIII L3J!STER O-ZA45 CNCEf6-\, PER REII:FORCEh!Et(T F :J3{GE&6M1N1 k755 S•UAC 1. =HOC _..� 6EE EI/EET3 SHEETS IY.PAGT RivI.T .� _�- M1X { B•16 _ CSErP. 2 CHCRS.SEEGLSTER— 3 LEYtI.. SEE : 6d ANT OETAT.S SHEET6 N1AN OC -- 1E.M'1MX. O.C. ---- dd----- - �N�L S1�EfE^r !0'6LA%. i ;- 1 ti� .:.... __ --^"_ y Ts I t E 1T T6•C.m-O.C. 1AAX J j rT)BUCK. ' J' WAXIL/ / r ! TMU"'a( i 1!rniHr ,, v^: i : EUOf snACEoC•.JI AIAX✓ ` HEfG`R! I s=_E 1/ SNE4T5 �e0 X 1 i_.._ _ &•MAX i _MAXfiEE6lt , - SEESu/R. -- - .� -�__-�, NT:T:TN4YE--�� - 'Ii I ' i + �- 'xEEPNOLE_� I i.4F ThVC 6EE 6Ei� �... i•. 0 UCTAK6. D.O.C. ^11 11 YtAV1 _. �- CETAI3.S. Ili' : _-___.J� 4.O.C.BETK£OI-- MFET7 6E7NEEH �- _ SHEL 4 BETWCEN •^� �- I„ DETAILS VAEEFHOLES ..J " --1 �'- YLYJC •.EMIOLM C 1F.'EFHDL£S D SHECrJ '.. TS'LIALL 4MJ(WDD! '-'� ---- JB•MVr. Bi1CY.NWir1 __- �— WMAX.WCKWdTH-----_.•---� ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYp. FIH OR J-CHANNEL, ELEVATION FOR T1P. FLANGE FRAPAE _ T._._....__....._...,__._........._.._......._.-.--_..... SHOWN AS XOX CONFIGURATION BROWN Au QX CONFIGURATION FR4ME SHOINN AS OX CONFIGURATION ANCHORED THROUGH 7HE NAL-FIN CODESISTMIDARDS USED. ........___.�.__................._._._— •1017110RI4A BUILDING CODE IFeC).6TH EMUS GENERAL NOTES SERIES SSIG I.L1PACi RESISTANT HORIZONTAL ROLLER, •13tAFLORmA BUILDINGCODE IFITCj.SrH EDITOII •ASTLI E13DOO8 I) IH13 PRODUCT HAS BEEN DESIG`EO & TESTED TO COMPLY %!IN TIE RLOUIFiEMEhiS (1 IRE FIORmAR!1XAW0 CODE. INCUIDIN(i TLE H.!CN V10CRY NUIULIGFE 204E DR^IA. •ANSUAF3PA ND'a-Z'lIS FORWOOD CONSTRULTION 1) SNUWERSARENOT REQUIREDIA I USED WWL4DSORNG DEBRIS REG SFOR DLSLJATCD GLASS BISTALLATIONSMOVEWMTHE H%IMTHEOUMWADLTE(CAP)MJSTTFA'PERM. •ALUN?NUMOSSIONMANUALADW2016 3) FOR MASONRY APISICiTICNS IN M'WNDADS DOWRY, USE ONLY 1MLOADE GOUIITY AFP;LOVED MASONRY ANCHORS MATERIALS USED FOR MCHOR EVALUA'IONS HERE SOUTHERN PN� A3TLtt0 •NS, S1 42 COM;RETE MASONRYUNRS AND CONCRE:EINIM! UW.KSI PERANC710R-WIl. •A3C 340`0 41 AL WOOD, BLC'CS LESS 71"" 1. M rRCK ARE 10 BE CONSIDERED 1X INSTALLATIONS. 1X N'JOD DUCKS Me OPTYJN11W UNTO IS INSTALLED DIRECTLY TO SUBSTRATE_ WOOD BUCKS ---- DEP.GrEO AS 2X ARE 1-VCTNGK OR GREATER 1X ANC MUCKS OWEN USED) SMALL He DESIGNED AND SECURED TO PROPERLY TRANSFER MADE TD THE SII!UC!URE. W0008UCK DESIGN AND INSTALLATION IS TIIE RESNNSMIUTYCF THE ENC-IFEE4. (E_OR) OR MCHVrFCrOFRF.CARO. (AOR). GENERAL NOTES..._.._..__ I 3)ANCKOR EUBEDMENT TO BASF. MATERIM.SHAL SE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICI'JD LFVGTH TOACHIE411 RFAUIRED MN. EUSFDIVENT WSTALLATANANCHORS ELPIATICNS.._.._._._._.._._._.I SIIOULCOESCIED.PhRALLSE:AJNGilAiHINGSOLITSGYMRWATF.RRF.SiSTANCEOFBISTALLAMNS!U.LOrC,ONEr,Y07HERSMDISDD'MDIHESOOPEO=TW,S..WSTRLCIiCh'S. FRAME GLASS 8ATLG!CR L1LW MAX SHILLS ARE PCOUIRED AT EACH ANCHORLOCAT.ONN?oV. THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.. USE SHIMS CAPABLE OPiRANSFEtiRT10 AP CO LOADS OPTIONS-.____.._.._1. T)O, ON PRESSURESINSTALLATION, FLANGE A NEGSTYE DESIGN LOADS BASED ON STRUCTRAL& CYCLE TESTNO AND OLAS.T•ERAL'I4 EIXII. - EGIIALLE49OX......_._ 3 & POSTNE OESIO.4 LOADS BASED ONYMT_R IESTPRE55URE. STRUCTURAL & CYCLE TESNM AND GLASS PEH ASDd EI300. BLST.UJATICN.INTEGRA. FN C. DESIGN LOADS ARE BASED ON ALLCLYA3LE STRESS MICK AM &J-ftiANNEL_ 4 n THE ANCHORAGE METHODS SNOYM HAVE SEEN DES!GKED TO RES!ST TIE YANOLOADS CORRESPONDING TO THE SECURED DES'GN PRESBJRE Ti£3YILYSTRESSD.CILA%FHAS-IJOT 6EOJVS-CCIn TRJIan'O DETrits._�_....__.. 6 ' THE DESIGN OF T)I;S PRODUCT. THE IS LOM DURATION FACTOR WAS USED FOR TIE EVALUATION OF ANCHORS INI0WOOO.ANCHORS IHATCO'JE INTO CONTACTWRN OTHER 0WWLA3!N"ATEfLW.S DESCH PNESSURES_.____. 68 SNAIL MELT FILE RECV, EUCNTS OF rHSFLOPJOA BUOLIX44 CODE FOR CORROSION RESISTANCE. ANCHOROUXrL!T:Ei_.-.._..-BAD, 5)UCTN.SUBSTRAT°-MMEF.TNY:L.STRCNG-. IANOTHLCXNE5SREp/1qF.MFMSPEHCLRRE7FLOMDABU(L-DW0000EA'OTOR--OCVICRS08YTHEAUDIOPoTYKAYLSOJUNWICT!ON. EXTRUSIONPROFiESAeCM.._ 17 tOj REFERCNCES: TEST REPORTS FTL4WT2,30T]&SON. ELCO N_TPACON NTJA; ELM CFaTErFX NOA; ELCO AGGREGATOR NOA;CNERGI VANDOWNID DOOR PROFYE& LTDVArTE6 ERO1:2MIGHIEA ASSENTiLY_ _--- —_1B SHADES GF GAP COATEDMEIIMMUS10NN0AS:tATANN.DESIGN 3peCIFlCATUCN FORNOODcowm.!CTICN.A45UAFEPA NOS&AWt.CNUUCESLNAW.VAL _..._........ PRODUCT REVISED II)APPUCABLEEGRESSRECILYRCMENTSTO OERE.IEWED BYEUWNOQFPICLV., su1ptr(ngg ••Ith the Ft.,Iaa B1EInB Coco VSEf._INSTRUCTIONS L, TL IL, NGA-Ko. '17.0411.08 tj➢ClEFO1INF 7HG SrtE&PEGFC_YAYTIOW OPJiNGS DESIGN PiESSU GREOUIREfAEhT US:NO NiNIXOM STARIARDASC.E 7. w YLY • Rv.4a,l Pi' grtrc Rw.tbi: e*P(.ft. opt.092412020 1)KNOYJING YOUR FTLVJETYPE.WNOOWCONFIGURKTION(OX.M.XO%),S'ZE, GIJ%WG OPTION FRCMOABLE I)AND GK (Ytv 139ATLPT0 Wm). AOOea RLTNFORCEMENT LE.SL OErERMIHEYDUN NTNOOW6W_SDN"ESSURE FECLAREMEYT FORTIM YA•NDDWOPENWGUSINO `,�1��"•�Elt �J r `)R 03�27�17 ^pRIE TOi.NO.OnIm TRe. By ,.% ,e r uc- TABLESB-ta(SHEETS 8-8)IT OUST EQUAL OP..CXLCCO THE DESIGN PRESSURE RiOUMEUENT FOR THE YAIRXIWUPENINO �`Q';' t} dp �= I -- Mlam P t wwtm 08TAWf71NSTEP`. USEIIPJEX FABLE SON SHEET6 TOHRP FIND THE A'PROFRNTEYAOLE. - Piae4� �0' RMdon. 3)DETER74NE THEMOST SUITABLE ANCHOR GROUP FRCM7ABLFS 2 AND 30N&4-ETZACCORD140TOTht M3a'A TION __ * N'SamsCONDITIONS ' 4)DETER!.ONETNGMYIO2G'JMTIWFRDUTA FS Tl:1 (SHEETS?l6), LER:YTrEANLHOHRWSTfLiTE WRLUEET Reoulre•alETrrs FDRYamovemNGse:H.cmGNmorTMLESZOAI&NOTWAuuBaRCOUELEMENTSFROMT!ISSfE� 'p'+ 3 3 �= GENERAL NOTES & ELEVATION J ROSOWSKI SET As MET. _ %�,L.'•. � �' r �+� taro 7tttWOLOGYDWYE S)INWALL AS PER SHEET FOR FLANGE•ECUAL LEG INSTALLATION OR SHEET 4 FOR INFECAAL FIWJCHANNEL NSTALLATION. C0 '••;LOg10�:' C1`�� N•VOA6 R311)B USE TABLE i ON SHEET I TO FINE THEFPPROPRIATEVETAIS. �"OS$JGN �?GY`�� taL�tohm HORIZONTAL ROLLER-LM 05/15/15 NOTS:DESPJN PRESSIIRFRATINGOETERUMATION ISTFESAME PROCESS FCRA4L FRV.!F. TYPES(JCHANNEL.FLANGM J%tIt AL III a"1••%1[av�I -'g`yK 5M•C OtN^V Rar. INTEGRAL FIN O:'_OUAL LEGIS04 SEE FGURE 8 ON SHEET I. ALY.... alI"! cERr.ORAUM. /192F& HR-5510 NTS 10F 18 MD-HR5510-01 B Lamlmled LG.: Desvlptlon (Udod trom Extodof to Inlerlor) �7116• AU Spice ♦ Site- Lattstwwd; M Ulm of 1f8- A Class wiltt.OS0' PVI 7116- Atr Spate ♦ 511E Lam!nateq (2) Ufas of VW A Glass with.000" PVE 316' Air Space ♦ 5,16' Laminated; (2) Liles of 148' A Glass w0h.090' PIP ♦ 318• Air Spica 4 WIT Laminated; (2) Ufm at VV A Glass Wth.09D' PVE 7/I V AR Space 4 5116' LemMed; (2) Litw of 1/8• H GI-ws with .aw SG w;VB• All Sr.. + 51le- L-linalod; (2) Utes of 1/8• H GlwS VAM.090' SG • ire• Alr Saaeo ♦ 5119' Laminated: (2) Ulm of llee H Glass %Ifh .CSO' 30 Group=-� Arltltor Substrate 11K Edge Oiefineo 811n. 6nbodmonC A C10 SMS (steel 168 S S. u 410 S.S.) P- • ool tom ISM (SG=L. ) • Stmi, A36• n8' 34r 318' 0.bw Steel Sled, A653 Gr. 33• WEr 0.0151' (1a Ga.) Alu0dntmt, 6( 15' 318' DOW 3116'sled Us- P.T. SIXGItem Pine(SG-0.56) Tito 130• Concrete (naa 2,65 ksi) Ungm gCA1U,f E so) 2•U1' 1.114' 0 R12SM9 (sta01 188 O.S. u 410 S.S.) P.T. Samam Plr� (SG=0.55) 9116• 1:V8' Sleol, ASs• 3/e' O.OW Slt'd Stud. A663 GL 3T 38" 0.0S1' (18 Ga.) ANminum, 606:.T5' 31W 0.063 C 1/i' sled UlLxat COncrela (Mn. 2.E5 kcl) 1' 1314- Urt{poul CMU, (ASlh/ C-50) 2-112' 1-1/4' 1/4•sw4 Cmteae+ CAIIGeta0 3.35 ks0 7' 1J74' 1/4• clad Unr-- Concrete (min. I) ks0 2.1_ ? "14• 1141clad Ultracm _ P.T. Sowhem Pine (SG=0.55) - 1 '- 7JB' Ve siad Creleaax Co-eio(mia 3.35 ksi) 2.172' 1 1.3,4' D 1/4' sled r'dollG LhVmU!ed CMU, (ASU1 C-W) 2.1f2' P.T. Souol Pine SG=0.55) 7' 1a/8' 114' steer AggmUslu Condre19 (mbL 3.213 ksq 1-117 I-ww 114-stset Agg Galu P.T. Swlhem Pins SG=0:f. Gwed CNU, (AS1M C•90) 1' 7 I 7 .Croup - -Anchor ..-- Subdrab 0.11a Edge Dlatnm Mla Embedmenr E 2.1I7 x .131• C FV1M Ns1 P.T. BCYBwm Pow (SG-O.55) YT 2.7116' 2-1ft lE1"h. k RaWM Nat P.T. Southern PiM (SG-O55) 3V 2.7/16' F RIOT-1-d SMS (s1oe1, 1Bb S.S. u410SS.) P.T.SadhPlro(SW3.55) om lie _ I -We' Al t insa,, E063-TS- 38 Oxw 6leel 0tud. G1. 33' SE' 0.045V06 Ga.) Stod, A35' 318' 0.050' R12 sk1s (steel, IS 65.5. a 410 S.S.) P.T. SOWmm Pino(50-055) B'18' "I 6083-TS' yY 0 .063' Slod Gr. 33' 3r8' 0.050' Sisal. A38' 98' 0050' -MN.OF 3 1HRE.." BEYOND THE MEIAL SVOSTRAI'B. 'vNCROUTED CUV VALUES M4YEEUSED FORGROUTED CNU APPLICATIONS. 'A' a Ap14EMEC 4'- HEAT STRENGTHENED T=TEMPERED 7VS'-.0?PTROSIFObP pVS BYKURA XM1EI41CApK AWVSENTRYCLMO NFERIAVER ItY FURARAY AMERICA INC. 'LASMVHS TYPES 6, 7. 11111 1a15 MAY M0y BE USED INTHE _ ±MOW 30. kbtm' I K.pr W.. Fr SWI S.- 92 k.1 120 ksi 1686- 60 ksi 454c' 410S- 02 kN 110 I:s1 EWAymGX S 57 ka C Eleo UlLMCm2 410 SS Eno Od.R.M 155W WA _% _ I"w 189.TIui ODGXT5 Nmntacn iEW 22 k,1 36 ASktl 3Ekd Se 1 (r. 33 Sled SIIN Tkd 45 k.l INSTa % ION HOTEL. SEE�EE75 ] 34 FOR IU US1RVIp-_VS 1) USE ONLY SUBSTRATE-APPNOPRUTEAtiCHORSUSTED ON TAMM 2 a 3. THIS SHEET. FOLLCW ENDOLIiW $NO EDGED- ' I-- MY NSTALLATID4 OPMN SHOVM MAY W USED W4 ANY GOE OF DIE WMOO'N. 2) MAttNrfly AVCHOaS MAY DE USED INTC wOODAS PLR TABLE 2 Tills SFEBT. AJ.1V(1R3 01)(3(S LESS THAN 1.1? TKCKARE TO BE CONSIDERED 1X B:STALLATIONS. IXWDOD BUCKSARE OPIIDNAL IF UNf1151NSTALLEO GRECTLYTO SUBSTRATE WOOD BUM OEPIGIEU AS 2XARF. /-171NIU(OR CHEATER 1XAN0 2X BLOAS NA1EN USED) SHALL BE OEVONED TO PROPERLY TDANIFER LOADS TO 1110 S1RUCI`URE. WOOD EUCK DESIGN ADD NSTALLAMR G THE R65PON51DIlRY Of THEEri'G[;IEERORAROffTEC'TOFaECORD. 3) NSIBLE L!G1rr VLOTH OR ere1GHT(A1.W REPERRE'1'O AS CAYLIGriT OPENNG)1"a NEA.SURED FROM BS'AX'4 TO BEADING. 4) SEEs'MET 19 FOR CPTICN` EGRESS tom OETAES. TABLE L INDEX OF INSTALLATIOtI METHODS PER F.- Type. I- Fig III(m Obis Opdmx Table 11 I"bIlatlm Cmdidone --- -- Subs to OVUM Mull Shaet jzt-I 01) 1•4 11Wuph Pe c<.pld I-- -..bdo 2XWOW Rmn Su ftip-0-4. epdm5 ...11m Motel -sheet 4. A am a lhlo'101' Uw mme dIM rbdam..-.. .._bW 2xw4ad RmndBuckahb •.Irt'l4, opdm 8 bb M.W. sled 4, cFJm 7 fT4rOa X4 1.4 P.ewyh let came ddte rit...... ....I"2x Wood Fr4ms/BuclslKp-Nxet 3, opdm 1 ..-kdo DmetdslCMU-wheal 3, epyon2 .._Usot047Xgwka Inb Coo4 .1MU-.I-3.oplktn3 ....km Dotal-0-13. Ndop 4 blpN Flll (®1 1-< lhmlgh V. 4445ra1 k4^•- ....ido 2xw.1 F3m4•JBuchlep-s .4, va4 5 -.Hb k4td-0Aet4.apumB 1hu;h fb t9me d0a a1n1pr-.... -..Lib 2xwbod rii &swkwp- L%W 4. WimB _W, Wh t-clad d. wti-7 cQ,aµop ON) 1.4 11myNlbYema dLb M.dor...... .._Wa 2XWosd Flame'9lckVAp-1!:ed 3. ep6w1 I ....ida C.X reIdCMU-sled 3. 2 ....1 I+oISh iM'?1 tr at4 C4szlaOMU-cheat 3 ogcn 3 .-.kb khitl-allot ], op0m a ( 2 J/ � / &J r','Ly_-BOX OR L<%... F--�o EOu-{ FLAHDF. x �f `k L R 3 II J-CYANHEL y INTEGRAL 'MW. OF3 �.EETRm�4OTHE �.:�7 . .]�7�1}��44: O�•.. L TE tO1g TECIff4aaGY OR1VE 4, F'•ORIDF„: • ��`� ��'snr/ONAL KVEBCE. FL 34275 (fA1)Ja1.iW0 Li BSTRATE ryyk O�G� mrner+nalar.aTar.: 4n L'/pl/'Ufii:.P6. P.e�urm GEIIT. DF AVIH. P292.°9 PRODUCT REVISE' omplylnB wlm two floddo Baildin9 Coda NOA-Na. '17-0471.08 p.1e: MNro,a erplrouoo Date 092412020 03/27/17 No xycns Nss ezr. r 3ov: pMya,y Mlam-Og a!ro uct ContrW GLASS/ANCHORS/FRAME OPTIONS I J W.: HORIZONTAL ROLLER - LM R 510 I NTS 2 OF 18 1 'MD-H' 05/15/15 I INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES TYP. ANCHOR ME. INSTALLATION INSTALLATION ELSEDMENT AND EDOE OPTI0N4 OP7ION1 ... /`—DISTANL•c PER BLF.STRATE, ANCYOREOTKkouwi L AVCHOREOTHROLFCH EDGEOLSTAVC.E -«.� /"/�S• S-MTA6LE2.SET2. FRAME INTO METAL urtOUWGCD FRAME FRAAe DR ODCKs*FIP. 1;.•nvtt sr:Rl SEE NOTE 2. SHEET Ems-: :•��•,.._._.I" . =— 1 s: j.(. i anuGe -'•j- -— -_ EMBDONFM �100ft L12 STE8 ] FRAME_._. _...._...-..-.- i._ SMS 4C3).:EE —\ ... -� iA9LE 2. S4EET2. .1 SHOWN 111 �._t:7�--.I• � ...� � n.. tl_. 1 � �v.•nvxswrA C '11 r.`"�-_._') @: flX-F LIOIR I!J ` + LfiE i HEIGHT I 1 Duac HE1CHr CRTEtiQQ� ._ _� WSLLF HT 4SEE SHEETS 611) 1 NEIG4T TYFICAL FOR 3 ALLSASH- . —s 1 tnr<• EOVAL LEO 1-.� -----. INSTALLATION OPTION 2 AND THROUGH LRAMEDNfLECRY NTOCONCRETEVAV. • �._..__—• TYP. ANCHORM[ EMBEDMENT AND EDGE J VERTICAL WSTA:CE PER 8UDBT'HATE. METASLE2.SPEET2. SECTION B-B ONVEMFROYMMLLUON. -a- SCCOmPL Nr / ALULSIIIVM.'STEELFPAV G / HANDS ORSTEELSTVO.IMYBE— FRAV.E VERTICALCRHORWITTAL CHON`! SEE SUSSINATE PROPERTIES. rABID 2, SIFDi2 LNST6q&TjgN OPTION 3 AV0HOREDTHR3UGH•INMEANDIX l R22iOREE BUCKSTRPWIOCCINcsEMICUU. :SLALT NDTEE I2;:L$. (§EESHcETSR-0) , SEE NOTE 2 SHEFT 2. TYPICAL FOR ALL 'XO' OR •OX' SASH wr mAx smj - 1 -• _ — E41FEDLIENT ( I 1G • 1 _ zs I i it ���7�J 20 A � / OPERABLE 4 ' •, L/. • EDC< ••' DISTANCE -•- -I •-rP. ANGKMe. rD UP+isn UBSTPOiLy SiE.SEE1 -_- (• "' TABLE 2. SINEEi 2. 85 SB�N-� iI` ti S xrYADnI Imo. / �.Mj1Ff�?IOfi I EQUAL i</ORi26:O Y6} _ / `✓ [% \i J ` LED 1 A7 Y.'OSPAN OF IY;ASH X 1YPICALFORALL i tuJlE :3�01}ta FROM'cACH S:t%� ED MFF71N5 RAIL HOWN �_. CNORA4R/VD (1; AT CE11TEROF HORIZONTAL SECTION A -A (OX) r -(nlols\2I) (1J\yy? 16� � (SCE SHEETS 7•eI TYPMJIL 1 K , i OPERABLE (3 _.. f FORA1'XOk•SASH 9-1c V .SSS;;; 9ASH 1Cg'yr—l� _�, r .... VISIB(F. _... -.� UGWi iFLAHGE =}-� a I .... r�-�rmx n'iY•x:T.�' FRAME II ..�... I ,\ i (25�jpR 281• - wrt LF �' T"DTH i I (SEE SHEETS GE)lYl^CN.fl•7LIGNBR ALL' XO%' FIXED MEETNO RAIL1WM.Vt i•^—� ——'---•--'—' 09CK VADTH SIBM 1JA017nhf'rAl CGT T BFD••MENr +' UCENS�'ti;/(('� ' 5E705 EDGE DISTANCE VISIBLE LIGHT FORMULA�4, - * '� ' 31 C, I E( QUAL-I,ITE XOSOXI 1Y10TM:9UGK rA0TH12-01/4'/i�sS+� :O•�``•. p� r tp�` l0 '•.RoRlna.: ���. 1070 TFjw4FGL rDRIVE N.VEWCE. FL J12/5 HEwxr:auCK nElclrr-T.vr N(j `� 7.r0/yAL ��1t`� (g(/}I00.1600 A1wH7A:LIn.rAi P.F! ST7GC cic•o.uweAn ow,r�a.� I:ERr.OP AUlHai9200 VISIBLE - •_-.:" ,. UGHTYADrN '- f.'.._. L. -. ,L,r) C J Ex� I- J�I PRODUCT REVISED coum,IF2i FRAME SHOWN -XNddl%cua M G» RPHOa No". 17-0411.08 r rinaon .0412412020 R°:.:°° D/ n°I"' a•'mm JR 03/27117 H012""D�r''s'�*. Or V IANran e P'vro ocs n1ro1T A.. 1 N7,- a Ab.;.lva FLA GE & EQUAL-LEG/BOX FRAMES ROSOWSKI HORIZONTAL ROLLER - LM 05/15/15 5.•yyM�pE L Sint: Dmv v - P. HR5510 as 3 OF 18-1 MD-HR5510-01 r INSTALLATION DETAILS FOR FIN AND. J-CHANNEL FRAMES INSTALLATION OPTION e _ ..._._... __..` INSTALLATION _ ANCHORED TKXW1 FRAME NTG 2X _._ - OPTION i21\ �,Q .23� 11Y1pD .'BANE ORHEET L P.SEE (INSTALLATION OPTIONS aval0r.�o nlRoucH FRAtPE ININ ..i v NORLSHEETL _----- FEE INsru _rcw (SEE SHEETS o-at ANCROHEO THROUGH IMO METALQW1!GRN.---_.-.__.F!M. ..._......i....... ... TYPICAL FOR ALL i EMBEDMENT ...?....... .... �•' INTEIGPALMN102X I... E.V9EDUENT +( 1 FNIFLANGE REMOVED) 7(O'OR'OX'.Wil- YXIODFRAVEORdUdL _.....-___. _ -r If. .. STRIP. SEENOTE ], - -'"} EDGE V.P NAX EJIIM \:J SHEEf2 lN5TN1f5 A �t '10PE�Ra4E J3� :`j EODE x...:FL _, } 8M15 (ash SEE _.\ -" -- '-'- TAELE2.SREET2 ^ 1 1 z0 '. _ _ ���'y(1 �j�^ I � •1 � TYP. nHcucaTwE. jj NT ! 1 (j"/�• `1", �.'L__p�._. ,1!j 'j(•^ �Li7.A,( ,,-INMA)c 6HM -jESXC EhWD!S9TNOAWCNEj{ UGOO EHM LITE VISIBLE j 1J1, TrP. AW-+oR TrPE, FIN ANOOR suesTRArE�E LIGHT MSi__1vCDNMDEDCEMNGEnY rAs:e2.w1EE*2. PEDISTANCE ESf2TTE, MOVED wi Lo SEE rAAE 3,SHEETL r Fw _ JJ _ IFRAME DAGEAPPROVED NU WON. / " i_.__YltTH �'��x 1rs'„-..,.,_., :,,.� SHONN Ifl ' CCOMPLOW i t x.UL13NM0TEELFRAK 0 ,'•J (yt261 rtFm� . : OR STEEL 5TW. LW DE-- Sme 241YRCAL FOR ALL , F.70� VERTICAL OR HO. MONTAL (SE= fi 0) f L, I I LITE bT.LBSTNATEPROPERTiES, r' 'XO'OR'OX'FIXED MEETING RAX. ! HEIGHT TATRFs zA ]. sHEEr].— DI,cicvmnl -- r•�.......�----�i INSTALLATION j 1 HORIZONTAL SECTION C C (On �sEpTION a rAmem 7•11 f• y �G-RRED ' �.••� •2s :- TYPICAL FOR � 't FIN INTO I&I'& �.� 30)- !�(1[9- ALL -XGX• (FLnxOE MAY BE RDAO ) \ 28 O 4AS'Hu %. '(. OPERA&'E /�' c SUCK.._...� ;, (a0� sAst \ _ .._.—. HEIGHT 1 1 "_ _ �• - _ - •%'l ! 6100Rai 251cEL i v!slDti j "u FT, j`. i�sLuGs SEs ,:.TE �1[ETiz/OR, LIGHT:C_I ..s .jjj(8=_E SI 57500) '! .'zaai_...LYPICAL FOR .>' >L�'l�I.- ..`fi' I Via) �._. ALLSASH ,N. J !im'^ �t ",• MsaLE `GI:S:FmGZO ,[Two J ee � ' LLyryT� I! �I LIGHT r.TOTH � �• - __....___ - LNDrt xTmHi \ ,Fi I J�i� r .. ft.!... FRIulCy3 _ --lD� A �� `:-_ yi "� 4�L :• 2D j�� l�.� VISIBLE92� t ]A'XVP��,• )j.(j y//'-' C`°1" �B '� UGHFVADTH ' �'�' \11 - I •,I� f 1GPN.REL 1•tifxtN' \ i` �� ` (SEESHEETS&8TYPIC/L r' FOR �• -_..�._.., I }` { �; • ^_ ALL'%OX' FIXED MEETING RAP_ SHO'MI —.._. I (3j m _ BUCK YYDRI ix PROD P CT �R..ERVn ImSoE D`1 VD -XI (1)niLm.sPwoFINTERLwsTxuneHsPczscnoNwAovnHORIZONTAL SECTION G-C one nwla°mD .. Fw FRAME (—"�+~- q�j.l1j>1R'fROM EACH SASH 1[Illlll _ MOA-Na n-OattOS NTER NY ai', mL: R�,ewr DRDo-allon DatD O2Y2020 TYP. AVCHSR nrE. 5.'=•,•' ` JR 0312717 !caw+ DTws 3acr• B , ` ST.-Es, (RAMS ` p ... �� EMBEONEMAaD r�'^�=> # : 2:'11GENSf •,, Y ED2 cIsrnNCErtx-� �" `" T-0GE DLmAHCE Q':a of wm a:H�mo, M1am u�1 A ........•..' No. 59705 SUDSTRATE.SEESL _._..... .._.�....."•.- _•*- _ TA10.E ],S .EETx. _� FltaEUNEM :.•.•- NIBBLE LIGHT FORMULAS rop'•, Lt:2?, f�L3C1�"_1'�" .+' s J CHANNEL & INTEGRAL FIN FRAMES ROSOWSKI INSTALLATION OPTIONS VERTICAL {ECIUAL•LITE.X08UX) �•�••. "'^'_�• �, 11,r0TWINOLOGYDRNE ANC20RCD 111NOtIGH ORe,,w. SECTION D-D _ F '•.;`toalD�.•• �2�� NVETDCE FL NZ75 IMO]XY,TXTD FlINdE OR BV HDIT. DULN HFACJ1T72 •itT ��r/ONAI �� �T�Iroarocrrrl!FIRc.!� HORIZONTAL ROLLER -LM 05115/15 STRIP. SEE NOTE L SHEET 2. YIIIIIII I111 S.lu/Yrie •54c sn«E Oiv.ey M. R.r: A Lnu{iiaLra P.C. cERr oFAtml rxv]m HR-5510 NTS 1 4 OF 18 MD-HR5510-01_ B P FJ!lTdS SAICCNE STR POLYISOB'`ICTURAi. �• /;4•HG1. utYIENE— YYTR1DEslcrvrr 1\ 1 n � � �� �/ @ _KODISPACE 4SG TPS - (I / : �•••INf, GLASS HOT URT DU711 STRUCTURN. S4K10NE ,-31P NON. FOAM- 4'rrtH DESIOCANi SUPER Exr.clASs— / `��SPACER`gNXT'° L' \-14T, fiA55 A, LMNUN 6 NZRCENENT �} SM'Nontl• BUTYLL ` DESIcuNr—� Mr. GU FOAM rA DURASEAL•� CX1�//•� I `SPACER / r J �eff. GLASS POLYLO l—OESICCANT FILL AREA 'BUTYLENE S18'NOs, SEALSRJCONE SEAL 511G ArA PVB -._ ..,._.. 7/16'AIR SPACE----- � 11G A GLASS— �L l`;7 F2tdir�. `• GLASS TYPE 5 T18'AOM. s1sc -� •7/16'8'AIRLR SPACE`--- -, 1.9' T GLASS EXTF.RIDR —.. _._— GLA/S/SS TYPE 10 rra•i4O,A r— 511 �j ALA PVB ---_ .. ---� 7n6'AIR SPACE-_--- \ w T GLASS—Y <�71PaaN • • GLASS TYPE 8. 1R'NOM. 5/10' N(H SG 3B' AIR SPACE — WW A GLASS•„ `+ctmaaR I� ,ti GLLLASS TYPE 11 IxHOELGU39 —� Ta^Nrnt i BIre '-'t,•1 7nGAlA SO--- EYRNAxa 114' AIR SPACE— `� '✓ �(� 311GAGLASS--\ \D-- (t,m EIdOR 10 Fr 1\ GLASS TYPE 15 I . G4GLASS• •^ , TYP. GLAZING DETAIL. P..a d.e:iPa.. N..d.I i0 Kdvnatiry.S^. 1{'9 SPoam Syalan rr .OmmN SBPN Bp.en'aXi .Xnfbl l4oc BuM S..IHis 7B Gwx, La�rTCtl $TACO! Ns.r4H TIM , 78 G.erdriEe4o Spacer TEST REPORTS: Fn.•O7, T. 8960 & SM •A•. MRffJLED N • HEATSTRENGOIENEO T. TEMPERED 'I.Yr..000•TN0S.:v ?YB BYHVRAPAYANERICAINC •SG'. 10-SENTRY➢LISS,HTEIW1YEII BY KURMAY A+,M:%CA O.C. FOR lAWIATEO CLVMO C.OwPMENTS. SEE TABLE,. MUM 5116' ALA PVB — 3M' AIR SPACE 311H' A GLASS ``7.E7.9.ERLA71 � • �m GLASS TYPE 7, I SnG HlH SG— �\ 3AV AIR SPACE 9110' T GLASS —. t"`EATFR'ON ' `• GLASS TYPE 12 5n6' A!A PVB M"AIRSPACE-- •, 316' T GLASS-•-Y -tEX1ER�,lj • GLASS TYPE 8 WWI 7116-MSG 5.'10' AIR SPACE 118'TGLASS '\ 1_%fE��FK?R • i GLASS TYPE 14 Tryem.e r-- ma^agsa--- . c1AssTYPEss,T,nss 1/4'AIRSPACE'•---'\ — \ f BWYNOTBE USED -THE 3nT 6'GLASS—, • HVHZ Pa0t1: i (1'TE I PASS TYPES IO•i1A 14,O �—>LTE�!.$?�.i 4^:YNOT 93 USED'Y11T11 }GHAVN9.OR WTECvL1i. �bM� � • fIH FRAliES GLASS TYPE 15 Nu 5E706 9 : fit = ��CCSY'•'TOkOP,: ''rS�ONAL br; ` 1010 TECRVOLOGYORIVE N{7�MWCE•,a00J1116 A.LYeil6!Lr-.IR.PE CENT. UPAUM R970e 03/27/17 I ROevvpesNasaxr. PRODUryIyCTREVISED Ouilei,, C.VIA In. F,.Ne. NOA-N. 17.0411.08 e.PwuoA 0.e.0912 By•_ wmn,w e-Pl.eu<1 C..0 of - GLAZING DETAILS J ROSOWSKI HORIZONTAL ROLLER WINDOW -LM 0515/15 r.n. 1s,a,.mP Re. w.. HR5510 N TS 6 5 OF 18 MD-HR5510-01 B Index to AH Design Pressure and AnchorOuantityTables N.1. Ydan eU. Mit nu C TV. IY:N WA Fr NFWC0. lT X} ox JS '"'1 Kj'3 5.9 R 9 a 21 ld a n a n : tl•6 . G A to Tr 10.i2 . 12 Q T1 -W 'ir 4 ,r 8 tt JO)t Iw er Te J S 7 TJ 4 Sao A� 9]. 0 A e . 7. a 25 H 19U dY FINE + is 1 e Zti U — 4 I-- 4•etnx.Oc. CLUSTER DETAIL oLLuoO. —• i �--- 4-ANCHOR CLUSTER DETAIL 4•Ltnx O.c. ---�^ �-- \�"( �JJ �IJI 3ANCHOR UETAIL WMAXOSL JA}L O.C. Zw (� CLUSTER DETAO. GIs.. TV., DmIgn P.,, n,(Ibsrftr) E.. forXOorOXWind.— rwKLe IR} Aret¢YtEat»y,Hsr m Bock Wa .50/;0 w t.7r SEE TAELE r) FOR HEADER SECTIONDE TAIL S: FOR WINDOWS WIi TH LEVEL R1 REINFORCEMENT tj{r�1� (nEINFCRCEAIFNTTi SN01Hi - II ICI` „{ ' SASH IN PIOUnLS N"'LY TO ALL H-IGHT PROVE TYPESt COwIGURATIONG) (-- sAaHYnnnl --- MEE TwO - E 24 - n��JA4YJ EA-1 _S TABLE T: 1 G ,,TTM+ Deelgn Pmseum(lb He) a•a totXOa,OXWind.— Fc9.1Ic,NR'< N&sk:W2b. ly t4 sT NE,rsww:a .651.70 w 1q Tr SEE TABLE to FOR NIGIOWtGE h NEACER 4 SECTION OETAIL II f21 FOR WINDOWS WITH LEVEL R2 REINFORCEMENT a (RER30RCFlEHTS SHOYIV J SASH N FIGURES APPLY TOAL:. f 1t i Hs;GIR FRA!Fc TYPES& CQNfJG(IRA710N5} 21 l 19 GILL -- SIwM YADI}T�� —}AEGTINO RAJL 1 -- JN4B raTL±ttq¢ i .. 1 NOTES: 1j USE THESE TABLES FOR ALL MNDOWS Lt 111llilr ;LED irROGH THE FnAkOi •�/�:P':' '*— Rv.(wE ,lTEO 21FRMIEDILENJONSAND DUCK WOTHAND 7(17JRc H(SHEET53A). SASH SHE IS AS rznTcrio E 3)FOR SIZESN,H )_ TO DIE DISIµ6lfNonORHEGH NONSxHWTHEEA RRe.crrwli+ubaomn.< LaTApleT- �31•�; ® DES NPRESSURETABLES THOSE STAND D SASH CONFIIOLMAT OATS F %.�•c�'.. CF / 6�� IDNTECHNOLOWDRNE Vol. THE SASH va HANOE DL TFl: '� FS •'hOR;01: G\��� N VENICE.FL34US ADJACENT COLUI.N. CJSrohr E.VIUTEG �.,5/ORAL E1 +`�M1�4304600 HORIZONTAL ROLLER - LM IHAT NO STA&VARU SASH WNF DURATIONS rltt1RO olineaSah�/Ya<R SNe• Snore FALLWTHUNT}IERANQ. IIIIt I\t A LY�N t,YL. u PE. CERT.OFAUTLLr28198 HR-5510 NTS ' 6 OF 18 PRODUCT REVISED pl in IN IAa FIFd4a ewia°iaa �ql Hoa-Ho. �7-0411.08 EaplmNya Dab OgoWi2020 -� mi.I. a}a �ProducL ton4ol 05/15/15 HEADER 0- SAX &I W;DTH MEETINGRk-L I" , Vi 22. JAMB . .... .. SECTION DETAJL fQB WINDOWS WITH _ LEVEL R3 REINFORCEMENT (REINFORCEMENM "N'T 04 F.CURES APPLY TOXL FR=5 TWES & CONFIGURATIONS) 11 USE THESE TAMES FOR ALL%V.MOWZ rNSALIED -,NRWGW THE FRA&C ORWEGRA FIK 21 FRAME O.MENS"NS ARE BUCK WIDTH � BUCK HZIOHT(SEE,�EETS 3,1). SAIM =E 19 AS PER THE FIQUIUL 31FOR SI&SNOT SHOWN.ROUND tLP-10 THE NEXT AVAILABIE VAUTH OR HEIGHT DIMENS04 SHOAN ON THETA8,12. 4ri/4-1.12. WAND '10-10-ltr MICA-11 THAT THOSE STANDARO SAS" CO.XF[OURAPONS FALL WlltdN THE SOSIJ W,07H l�p"ADJACIINrCOLWW. FAU. Wl N R44GE IN IE GURAMONV H THE RAO E. cwe T­ stun Pressuro (Ibsm?) N Xooroxwmdows IRest Leval R3I SEW TARE 19 FOR MCNORAGE Gl- 1,R, D"Ig.Pre­mpbsMforXOX Windom .Y Walfv SSlw 16-m-li 11.39:-II.V1 qw)a ZOO .5aa I Ma WQ I 60.0 12303-11.300 -502 500 1500 50.0 -50.0 1 -V.0 11391-13.397 •W.o LT.O 1 .50.0 -ED 0 13.3m - 14.6m zao .500 770 •"!. -ml 111.391 - 12.29 'L4.0 Z40 .50.0 .50.0 •500 14.0 -Zi.—o 12.1w- ItOW ­0 -5110 -60.0 ..SG.0 -SM0.0 tvnw, 11.391-11M -WO SMO -WO %0 0 .5mo SNW Y,3i.X lZ017 q 13.307 *010 -Sno 2iol M mo • V 03 .50,) 440 —*W!. 00A 'wo 'Do mo Co. 11.39+ 2im "Da 400 .01 Y,%.g U.Nq-15.350 -'AD :�� .160 %0 -We Y,34-Y, 153 I. 19,541 .500 %0 -50.0 50.0 -919 j .610 aw._ I I'm .500 %o .500 -500 Iwo 2 IS- X-%-X 11393-19.10 -IUD "'D -60.0 zo.O .5ao 1o.0 19.111 24,041 0 -%.a 43.0 -,%.ol -%0 I..Kq 'wo, - K7 -wo me r 40...l. :�I.. S D U.— 24 ml - Sam .5001-5110 -UDD %0 -300 100 50 MO 40.0 75. 0 �93- D 49" SASH S.W. LI-N& 2 PRODUCT REVISED Dundle- -- Doi Mwith 1No Florida 17-0411.08 J R 03/27/17 "o. z 58705 DESIGN PRESSURE TABLES J ROSOWSKI ...LOnFIP............. F' 10TOTEWHOLOGYME &V MFL94275 T,.: 104t�4$&Im HORIZONTAL ROLLER - LM 05/15,115 ' HR-5510 NTS 7 OF 18 MD-AR5510-01 I B oars Ms• Oesyn Pregsum(IMM ' n-e 1 (or %O orO%Windows ReOd lerel R4 AO Blek Itknx W ro TS As oP•ee rY400 •501b0 rr Gim. Tips 5-6 Desfgn Pmasure(Wste) for XO or OX'Almdovre R.a UN R4 tY-Ulk11 1 ZrI W- 25.Vr MO 1 -10.0 1 41MID 1 -700 '65.0 -100 .6101 •m.0 •SSO •m6 .G50 -Too 0b' •6501 •70.0 •c5.0 •mD •B50 fi0 al' ,450 -70.0 .010 •7QG •6S0 :m0 {, +r .MO 1 .70.0 1 ESO •MA I .65n I -W 6c •050 •]c0 .05.0 •70.0 ; .0501 fie 7T •BS01 d0.0 •61V •70.0 •64J• .?I$ i GIaw TTF 1412311.4E Doslga Pressure(Ihslf[T) for XOor OXVAndowo Roid.l R4 •lmm n7 F.Cm 54• or 76' 2strr .65A -11" .65D i.1100 •650 i-n00 `.� 2V mo .1100 -650 Alan ]V .6i0 1100 .r60 -1100 .650 Alan 42• .650 .1100 .65.0 -110.0 •BSO'•11B.0 4e a5.o 41ao •Fa.D •1+0e •654 mao fA• +6Sn i .ileD .6Ft4 •110.0 +89.0019 75` .650 1 -itQO .550 1 •1D}S •6S0 1 dao • •6S 70 FOR GLASS TYPES ` r I— '" -.-- SEE TABLE 2IFORANCHOMG I a-Tw. 10. 12 Retr}I-, R4 SIN �B'rr00' sash N79A WIro NO Design PM55UPo(1b.fW)f0rX0X Wind OWe K1+dmr DVs%Ho hl 4r W` 6: ar]ant lust-D,]9r •05.0 •110.0 .e5A .110.0 •6s.o 70.0 FA• X-Y-7c tl]9e•fiaw ,eSA .nonl.eio .110.0 .elo 410.0 Y•Y-Y 15.261 Waal :650 mao •BSD -ltao ... •II.D F401am It ]61 • 11287 _ SA -110.0 "I.,-1f0A '4' = 10.0 Ts' Y-Y•Y 12.M 1e1to •GIA ItAg •656 41U •85.0 -lido r� _ Y Y•Y 19.111 X'At •65A -Ilan .640 -1f0.0 -970 •1Ia0 Clntem 17.6.1 • fiJ07 •l5.0 •11DA •ea.n •110.0 *MO• -I A' no, X-Ya-Y' Sa3A•2060 •6i6 •1100 nib -11a0 *640' -1m,v 3 CuII m 24J01-31.641 •es.D •110.0 .wu 4160 •650 -110.0 29.641.72615 .65A •flog .%a •110.6 66.0• .1o0.B 12c Y•Y,-X ]2.516-]46n .65.0 .11010 •Bin -1100 -no -mo 14C 0- _ a1W1 •6S0 -IICA .65.0 SAG 966 SaN r»nrW=•1t'- !, pStn It • (W Oas oIII . stle far XOX Windows f9 � ) R tLe t w 1Mrlaw BaxFtYra 0B 4A- ST Bp OSMn 1LaBf •1}]9) W]A •m0 .✓lYD •T0.0 .650 :aD .65D (4'd9 6L•' yY-Y 1].Y.d• 14AA •65C •7]A •6504 -mD •(BD zIm .eb I -Tao Y-Y•Y 11]6 ELSI1 wsD d0A W501 •".0 .%0 . A .65.0 •mD F WIOn IL]01-132a7 1650 -m .0 310 .81J AMA -= S}2 -lal+o 191a •m6 .6aB •]B.o •MA M! •xi2' .ae_ full_MWl .6.4D -110 • 10 .70.0 win :mo .e40 40AA Nidn 163W-ta]W •65.n •M •59.9 SBA I M! •4a1 �St i OB• X•Y-Y 11399-24.D60 •640 400 .02A 4121 .58.0 S00 450� S}] CY9v '- 34.0e1-Wi •65.0 -fao H65S0 no •05o of.a .57.0 S7A IiYr y_7;.7( -YT ]i0 •LS.O .710 ••+B.B ABA •Ais d 5 ...1 ;AI _-� HEADE0. .. MEN. BASH sPeY-tjH_L`40'(jyJp, i][�•¢,2;7g• SEE TABLE 24 FOR AHCHO.UIGE TAME 14� 4' ..�; I it - c t 11k ..._..._..1.. J Tag R4iv1eal w SOA OOM9rnUm 11-1 WbLh RaVV. f4•v Design Preesum(1bsAT) for XOX Windme VANcn Buck ]'ekN ]r .lr aP a+un nssl.tas97 .esn .ran .asD .m0 •uo 4aO .650 •mA sa y,-Y-Y u1x•leaw w5ti •+aa :AS, •mD •eso -Tau .6%a .roA 15J01 • I16.1 •05D i -ma .W".0 i •Wo 'mo i0A - b.0 0t, Ca_ ttJst•lss9T •65A l + O .63a i JCA .5s.6 -740 •610 -10.0 jf l5• !i 7f.y.7( Y-X-Y 1]]N-19.ita tans •Ta 641 •tLa ( -ISO NS01 -no •aSa •650 �7DA TLC- .65.D -040 _ mD -no .65A -7aa •64.0 dac CVJam m]60.19]97 •e5D' •mA •e50 •TS4 .6l0 -T30 .WA' .a7r 96• y_Y.y +ai95.23aw •6FE •"a •aao •mo •66.G aa0 •ESA• tac c:nwaf11 IN- ..A •m.o .mo -mc +cs.o :oo •mo, -mo 1.'V Y_y..y -wool-mo -mo .r4.o -7o.c .a5a 400 .eia efr -nao •6s.c .tWA• I- ; •W Ir•""`� s1u 653 70FORQLASST1TEe .28FOR ANCHORACE ygl{6Qw YA'JTH • •'9.7e 4`P '• MIN. SASH ME � 2 - "MIN. S/-1HSIZEu.'i!`_1 1)L1iQ0_•'f.1.=6g.).a 1 TyT te.i6 FSMte,H R4 gqh Dl^49'aaltA Sul,Dasiyn sY� P41q. 04) PreOaurc(Ibse)(or%OX Wind- W.dovOat rakes 4tl' •W 6r 001on 11.]9r-13.]10 .e$0 -11D.0 r1lao Y.-YY 11]05-ISJBT .Bio •non .es.e -else 01-ooOr 11.a1•17A7 •OSO i •I1CA (-b16 -n0A 7r y.yY 1}l90.19.Ita •650•110• y Y-n-Y 19.111•N-0r1 •ss.o -nao •656 •i'.Ai •665S.0D =0.7'4bi CUYm 17.6.f•=IDi.:x])a7 -t]0.0 •1 •IC w TW5:0 wA l=iio.o WXIB iTL' LvrLm u]a1 •]t.841 -UO (.t1o.0 •65.a - Ito •e5.o -:A, y_y_Y Z9W1 •]].S1b .610 I •1faA ( •65.0 -1COA .65A U.] I20' X-Y•Y az.6fe •]0.611 .650 (-lICO •ESO -10SA. •650 .aae 14P Cvf lan -Ja.W1 .GSa A10.0 •650 •1w .650 i00 �---- SASHKioTh --ry SECTION DETAIL e... _....__; B NEETNOR H. FORtN1 LID WITH i LEVEL R4 REINFORCEMENT -.26t (REINTORMUENTS SHOKH IN FIGURES APPLYTOALL 'Y9 Cyr I'mm. TYPE-3A conncuIU r,0 t • 11111 t�•:�cFils�,•��''• JR * r Ha. ss7Ds ' :SEETA61E71F0RANI> S _9 L{ 0A 3 fr a DE IGN PRESSURETnBLES AIAU �p0 `•. SIA E tv�• IOTY TECHNGIAGYnwvE go., rfu-sr ' ' N.vENI FLa427s Ijus°THESETNa]iS FOR V.L K1Hf10YeS NGTAI.LFA TIR00011THE FR.VAE 04 VlTECRALFW AS NA MYED RY CdA1SYWC 'e�S'•�O1)v"•.•'G�=` (W1Healsoo HOR IZONTAL ROLLER-LM )7 FTt4NS PSAF.TiSRINS AAE B'JCKYAf7M ANU OUCY.HEIGrr'SEE, SH11511).SA1^f1 SIM IS ASPER IRS FIGURE. iIY EN 1``� rynpaHremnrm eaunluxxa. �../�.e ,^0'. FOR S1gB or RC RC Dy,Q.TOTHE HEM AVNIl9lF. WATIiOR HEIGHTOMEN-aIpNSHCAn ON 1HE'I'ABIL' YT7 5A4 '11m.11.wAh'0•tr11}11r wwcATE THAT THOSE STAR ARD SASH Wtt:GURArIOH6 FALL WTHIN THESPJH IMOTHRN:G9 ALYiL111SiLZ'f.PE p. iHEAD.I/•CENT COLUte'1.'CVSTUAY 4YUA:ATES 7F.AT NO STANO.ViD 50.Y•CONFIGURA'r1OK5 FALL KLTHl4T71E RANGE. p.E..Ay rxxr. oFw7lLomm6• HR-5510 NTS 8OF 18 1012 B 1<4fi 'GlASSTYFES L+1IY NOT GE 09E0 WR1i gLyLNOTc OR V.TEGRAL • FW FRANEB PRODUCT REVISED Plying rliN ND FbdOa puR6ing Coo• No";. 17.0411.0E keu RM.bn: eAPiratlPn pat 09'412020 03/27/17 NOcn*cean.s©l^6T. e � misml=on-oa avr� bW e..Litm: J 05115/15 1 Glus types Anchor Quantities for XO orOX Windows 5.0 Sash 30' Height 30' Height I 48' Height 54, He)ghl 30• Heighl 30• He!ght 48' He19hl 54' Heighl ReInt Levd On) HeadE S Sic Head 1141 8 Sit _ Head I E 3 Sal Head & 510 i Head d S91 E I!ead 8 SI9 F He 6 Sig E Head 8 fill RI Anchor Group A Anchor Group C 25-11r 12.147 1-C2-F 2 I.C2.I 3 I+C2+1 13 I+C2+1 13 HC2+1 2 1.C2.1 131 I+C2+1 31 1+C2+1 13 26^ 13.397 1+02.1 2 1+C2+1 3 1+C2+1 13 1+02.1 3 1+C2+1 12 I+C2+1 3 HC2+1 3 11C2N 3 36• 17.397 14G2+1 2 1+C2r1 3 1.C2+1 13 1+C2+1 3 1+C2+1 2 HC2+1 3 1+C2+1' 3 1.C2+1 3 m 42' 20.397 HC2+1 2 HC2+1 3 1+C2+1 13 1•C2:1 3 i+C2+1 2 1+C2.t 3 1+C2+1 3 1+C2+1 3 r; 48' 23.397 1.C2.1 2 1+C2+1 3 1+C2+1 13 I+C2.1 3 1+C2+1 2 1+C2.1 3 t+t2+1 7a 3OW 29297 2+C2+2 2 2.C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 i2 2+C2+2 3 2+C2+2 3 75, 38.691 2+C2+2 2 2+C2+2 3 2.C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 3 Anchor Group B Anchor Group D 2fMO 12147 1+C2+1 2 1+C2+i J 1+C2+1 13 1+02+1 3 HC2+1 2 1+02+1 3 HC2+1 3 I+C2+1 3 28' 13.397 I+C2+1 2 1+C2+t 3 J.C2+1 13 1+C2.1 3 I+CZ+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 30• 17.397 1+C2+1 2 1+C2+1 3 1.C2+t 3 1+C2+1 3 I+C2+1 2 1+C2+1 3 I+C2+1 3 1+C2+1 3 42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2.1 3 1+C2+1 2 1+C2+t 3 1.C2.1 3 1+C2+1 3 46' 23.397 1+C2+1 2 1.C2.1 3 1+C2+1 13 1+C2.1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 60' 29297 2+C2+2 2 2+C2+2 3 2+C2+2 13 2.C2+2 3 2+C2+2 2+C2+2 3 2+C2+2 3 I+C2+2 3 $ 75' 30.697 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 21C2.2 2 2.C2+2 3 2+C2+2 3 2+C2.2 J Glass Types Anchor Quantifies for XO orOX Windows 5.8 Sash 30' Height 36 Heighl 48' HelMl 54' Height 30' Height 36• Height 48' He*t se Height Rein( Lecel") bYLiLh Head tl Sig E Head 8 S8 -,° Head E 8 SDI -, Head & 691 Hoed 8 S31 E Head 8 Sig `; E 11 8 BIII Head 8 Gil Anchor GroupA Anchor Group 2S•10 A 26' r JB' m 42' 48' 80' 75' 12.147 Not Allowed 1+C2+1 . 2 1+C2+1 3 1+C2.1 3 1+C2+1 3 13.397 HC2+1 2 1+C2+1 3 1+C2+1 3 142+1 3 17.397 I.C2+1 2 1.C2.1 3 1.C2+1 3 HC2+1 3 20.397 i+C2r1 2 1+C2+1 9 I+C2+1 3 1+C2N 3 23.397 1+C2+1 2 T+C2+1 3 1+C2+1 3 1+C2+1 3 29.397 2+C2.2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 36.891 2.C2+2 2 2•C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group B Anchor Group D 2SV2' 12.147 1+C2+1 2 1.C2+1 3 HC2+1 J 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 28' 13.397 1+C2+1 2 1.C24, 3 1+C2r1 1 3 1+C2+1 3 HC2N 2 1+C2+1 3 1+C2+1 J 1.C2+1 3 36' 1+C2+1 2 1+C2+1 13 1+C2N 3 1+C21. 3 172L+I 2 1+C2+1 3 1+C2+1 3 1+C2+1 1 m 42' 397 1+C2+1 2 1+C2N 3 1+C2+1 3 1+C2+1 3 1+C2N 2 HC2+1 S HC2+1 3 1+C2+1 3 48' J7.397 97 1+C2+12 1+C2+1 �3 1+C2+1 3 1+C2.1 3 1+C2+1 2 1+C2+1 3 1.C2+1 3 I.C2+1 3 60• 397 2+C2+2 2 2+C2+2 13 2+C2+2 3 2+C2+2 3 2.C2+2 2 2+C7.+2 3 2+C2+2 3 2.C2+2 3 7S 36.897 2«C2+2 2 2+1:2r2 3 2.C2+2 J 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 MN.MUMANCF.GR CUANI1TiES 5HOYM. ALLA.NCXORA MU5TAL5U CQAP:V VATH THE MAX O.C. SPACING SHOWN ON THE ELEVATIONS. Max.AnchorO.C. Anchor Anchor Spacingfor"Integral. CTwpE GroupF Fin' Installation 3,8• 4' GUIDE TO USING ANCHOR QUANTITY TABLES FOR OX WINDOWS (XO SIMILAR): ANCHOR LIUNNITY / PER JAUB (2+C3+2 T31T-zAn AND:4111J.'tIHOR (1) ANCHORS AT THE ANCHORS • A CLUSTERS ATTANCHORS CENTERED AT THE MEETING RAIL . TOTAL OF7AN HORS SASH TOTAL OF]AliG10R5 Ai THE HEAD AND ] A\CNO(LS AT TH25EL C+- SEE ELEVATION, SHEET SEEELEVATION,SHEErt I SEE CLUSTER DETAALS, SYEL:O -1 ' SEEEIFVAn ON, ELEW6.4. I. SNcErt M �. _--MEET81G RAi REPEAT ANi11ORPATTM4156L FOR XOX WINDOWS: ANCHOR QUANTITY f/ PER 1AM1 1C3 rr++2+C3+1 d HFAO AND S-LLAvdIOR DLuw_nn,, I.........................._.,.....� M ANCHOR AT 7HES4SH �+A CLUSTER OF (3) ANCH.ORCE.Y. S EII AT TIE M.MEETING . ♦ Ce) ANCHORS AT Tlti FIXED GECRON . A CLUSTER OF C3!ANCHORS CENTERED AT THE MEETING RAIL +Il)AHCHOR Af THE SASH TOTALOF10M'CHORSAT THEHEADANO70ANCIO 7"E! +-I .,E'e EI.EVATIok. 5HEETI 1 SEE ELEVATION, SHEErt i - SEE EIEVATTCN.SHEETt 1 5=pf.EVATIdI, SEE ELEVATION: - SHEETI I "'•� \ SEG DUSTER ?`../'. .•• MEETIkG R•11-DETM.S. REPEAT ANCt1OR PATTERNATSILL SHEET 6 f'FRA E DWENSIONS ARE IK.'CK WIDTH 7A7x.AnCtIOr0.G. AAthx AND INICKHEIGHT ISEESHEETS 3+} S SH S1ZEIS AS PE47HE F=R--S CN Spaeing for•Integral• GloupF SHEET Fin" Installation 7FORSZESN0TSHOWN ROUNGUPTC 4' 1HENEXTAVA'LA3LEVADIY.GR HEIGHT PRODUCT REVISED Building INoa wlth tho F1000 NOAalo.tod 17.0411.08 t3pimU,, oat 09241`2020 Miam ,, .,T • Pro Flzi�i-`NCHCR fEMLE IS Atax. Anchor O.C. Sparing Tor "Integral- Fln" Installation 111 IgI III Mclwr ArKW Grwp E Graup F J.5' 4' PRODUCT REVISED Du11dInB COC wIN No Flariaa Nof4No. 17-0411.08 E� I.uan0-092412020 sy Mlaa. v.I uci "a xj-ED-rE-AN-1I OTY. TAeES. REMOVED '�GL4SSSFHOM TABLE 20. Y m 8 y N Q o a'� ,a O 0 > v�i Bc�TAaLa,arORJE-GNPRESSvW S W 7 1`u UDo w W TahE]n• Max. Anchor O.C. olZll' g :-QE cing for "Integral-oo lo" Installation w u- O AAChu JO p Group F 4' _ 7 � r Z Z O o o O Iv O 1)FPNSE DR2l97,:KK+5 ""�''' ME IP_i] MtHPNO at-K49167(SEE .`71NY LYNNIrr', SIP.ETS aJIy uASN BI7E p. Q ns PER THEFIGURESOR SHEETS G.S. 21FOF BIZES NO' 58705 t sRO Wi. ROuNo UP 10 = sr.'• ! HENExTAVABABIE WIG., HEIGHT OrtGFfsioNSHovmarl=0.p'.. A� 4i TIE TABLE. % F ''.+...... '� "1 ....l. L BNG. ])SEE SHLETI)FORA r��lrllll lll" SEE 7ABLE tU FOR DESIGN I BEGONE ��& U8iNO71RSE / i.WINM ,LPE. MtNIWM NhWOR OUANTITIES WIOWI. ALL ANCHORAGE MUST ALSO CONAY'MTH 7HE M%& O.C. SPACING SIWYM ON THE Mt A=98 PERWra, Gass Types Anchor Quantities (12 25f2' 12.147 1+C2N 2 HC2+1 3 f+C2+1 4 taC2N 4 1114 C2N 5 1+C2a1 21•C2+131+q.13Y 1J.397 1-C2.11aC2a1 J 1+C2+71+C2N4 C2+1 51+C2+7 21aCT+111+C2+7 Ef+C2N41*C2+11+C2+t 536 17.397 taC2+12 1•C2+1 3 i+C2+1 a f+C2+7 4 q+t 5 f+C2+1 21+C2+131+C2N+C2r1 d51+C3+1 54i H)3fA21+C2+137+C2+i 4 1+C2+1 qM 5 1+C1+1 2 faC2N��31+m+l clew Types Anchor Quantities TorXO or OX Windows 5 -6 Sash 30' Ndght 36' Ndgh1 dfl' F4d9hl 5q' Hdgl:l F3' Height 7C Hdghl J6' Hdghl 48' Helghl 54'tielghl 63' Hdphl Ref^t LeW Wdlh PAl Heed 8 $gl Head 8 S71 _ I'xad 8 Si8 E Head 8 sin Head � 8 SIII Hand & S91 Had d S8I Haad fl SIII Heed 8 SAI Head &Sill 1� R3 Anchar Group A Anehor Group C 25.1t2' 12.137 1•C2N 2 NC2a1 3 1+C2N 4 1aC2.1 4 1aC2.1 4 1+C2H 2 HC2+1 7 1+C2N 4 1rC2a1 4 NC2+1 4 26' 13.]97 HC2a1 2 t+C2+1 3 1aC2+1 d I+C2+1 4 1*C2+1 -0 1+C2.1 2 IaC2+1 7 1+C2+f -0 1•C2N 4 1+C2+1 4 � 3C 17.797 NC2H 2 1+C2+1 3 7aC2N 4 1•C2+1 4 1+C2+1 4 HC2+1 2 NC2a1 J 1•C2+t d 1+C2+1 4 HC2*1 4 m 42' 20.397 1+C2+1 2 HC2+1 3 HC2+4 4 NC2+1 4 1aCZM 4 1+C2a1 3 NC2+1 ] Hq+14 1+C2+1 41•C2+12NC2H 3 taC2*1 4 1+1 4 1+C2a1 4 1+C2+fNCZa1 1+C2+1 4 t+C+1 d2•C2+22•C2+2 J 2iC2.2 4 2+02.22+C2+22aC2+22+C2a2 J M 2+C2+2 4 2aC2+2 42+C2+22+CZa2 J 2+C2+2 4 2+C2+2 4 2aC3+2 4 2aC2+2 2 2sC2+2 J 2+C_+2 4 2+C2+2 4 Anchor Group 0 Aochor Group 0 �12' 12.147 1+C2R1 2 1+C2+1 3 1aC2N 4 HC2*1 4 1+GZN 2 taC^_+1 7 1+C2+1 4 1+C2*1 4 RC2+1 4 3 28' 13.397 t•C2+1 2 t+C2+1 3 1+C2a1 4 7+C2.1 4 1*C2.1 2 IaC2.7 19 1•C2+1 4 1+C2+1 4 7+C2+1 ! 3S 17.397 1•C2+1 2 taC2.1 3 taC2+1 4 taC2N 4 UC2a1 2 NC2a13NC2+1� 4 NC2+1 4 NC2Fi 442' � 20.]97 1+C+a1 2 HC2•I3HC2N4 1+C3+1 4 1+C2+1 F 2G2+1J }+C2H 4 NC2a1 448' 23.J97 I+G2a1 ; 1•C2+1;1+CZat9 1aq+1 4 1+C2+1 2 7•C2+'13C2+141+C2+1-0rC2+14EJ'29.]97 2•C2a2 _ 2•CZ+2 _ 2+C2a2 4 2•C2.2 4 2•C2r2 22aC2.2 7 2aC2+2 4475' J6.E97 2+C]+2 T. 2+C2.272•C2+2 4 2•C2+2 4 2aCZa2 2 2+C2+2 J 2aC2+2 4 2+G2+2 d 2aC2a2 4 for XO or OX Windows 8.8 Sash 30' HoigN 78` Hdghl 48' Hdght 51' Heyht 83' Haghl 77 Maighl 30' Hdphl 36 Hdphl 49' Heiphl 53' Hdghl 83' Halght 72 Height Rehr• LBAJ Wda Head Head 8 SII tkad Head a sal Head .d. � 8 Sil Head � 8 SCI � Head 8 Sil � Ikad 8 Sib Hard � fl 61q Head � Hcod � fl Ell S19 E Need 8 SIII FL1 Anchor Group A AndlorGroup C iAeLE It• C>la3d TJpe3 Anchor M-.Anclfor0.C. Anchor SpaCINp fOf 9DSegrdl- GrJLpF Fln" Installation 4• PRODUCT REVISED a. .41h tho Florlda plyyu D building C do No".. 17-0411908 e.plmtlon D.I. 092412020 Mi TSrer�uclLonv r ADDED NOTE TOANCHOR t Ott. TABLES. 1 Y m _c5r � .,•y � unn O o � o o m o zz O �� m Yn "' ZLL o R'Yyp ❑ SEE TABLE 11 FOR DESIGN PRES!MtL' U o' 4 PI.. se,h iYPEs Y 1612&14•Ief1ATom NOT DE I. ED 'Helght 38' F6Oght 48' Hdghl 54' Height 63'Helght T6' HdghtF307FWght W fWght 48' Hdghl 54' Wigh! 63' H.Ighl 76' Helght WITH JJ:HANN EL• Y �AnchorQuanlitiesfoTXOorOXlMndows 52z „ t¢- K oS. h f4»d Head Hood 11cW Hood Head Hood Head Head HOW ORINTEGN:4. FIN F!oad FRAN�B -1 .-•P Jn %b SigBSOI 8Si0 fl Si0 6S81 & SIII b Shc & S96SIgflSI3H"O ' Anchor Group Anchor Group 25-Im 12.147 2 1+C2+1 3 1+C2.1 4 1+C2+1 4 1+C2.1 5 1+C3+1 5 4 1+p+1 '5 1•C3H 5 Y UZ28' O 13.397 2 I+C2+1 3 1+C2+1 4 HC2+1 O o J6' 17.397 NC2.1 2 NC2+1 3 1•C2+t i 1+p+1 4 7.p+1 5 1+C4+1 5 = N C.4Y 20.397 Not Atlovred NC2.1 �2 i+C2+1 3 1•p+t J -C3+1 4 f+C3+1 5 1+C4+1 5 U a u7 D 4W 23.397 1+CZ.4 2 1+C2+1 J f+p+1 4 f+C3+1 5 1+C4+1 5 Q = _ 80' 23.797OTS; 2+C2+2 2 2+C2+2 3 2.C3+2 4 2+C3+2 M 5 2•04.2 5 7Y 35.b97 2+C2.2 2 NC2+2 3 2-p+2 d 2aC3+2 5 Z+C4.2 5 1)FR4AZDlN0ISlods AND _ Ir q P`1ttyYLYNA7 ' A..b.,0FoupD r47E DUC4 WOnI •.. 25.11Y 12167 Andtor Groups NC2+1 2 1+C2+1 3 faC2+1 4 taC2+1 4 I+C2+•1 9 1+C3.1 _ 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 VHC2+1 4 1+C2+1 9uCNICIGHT(9FE 5 1+C3+1 5 SHEETS 34).SASH 9¢E4 7s oERTHE FIGMES ON �`�,�t1�!......... UDCNyf••. C� 28' 13.397 NC2+1 2 1+C2H J NCNf 4 NC2+1 M1 UL3N 5 f+C3+1 5 f+C2+1 2 1+C2+1 3 1+C2+1 4 NC2+1 4 1+C3.1 5 1+C3a1 5 SH_ET3 aa. 3tr No. 51701 ' #- _v 5 3E 17.397 f+C2+1 2 14C2+1 3 1.C2.1 4 1+C3+1 4 taC3N 5 HCM1af 5 NC2+1 2 1+C2+f 3' 1+C2• 1 4 1+p•1 4 Np+1 5 i+C4.1 5 ZJ FOR S'lE9 NOT .-O ; � J �t m 42' 20.397 1+C2+1 2 1+C2+1 3 f+p+l 4 1+C3+1 4 1apa1 5 1+C4a1 5 i+CN1 2 1+C2+1 3 l+p•1 4 1+C3.1 4 1•C3+1 6 1+04+1 5 ra RWA��� �TJQ ••, t �•.:• tV` •.,• EPE' J4. 48' 23.397 14C2+1 2 1+C2.1 3 1+C3+t 4 f+C3+1 4 1+CJ••1 5 NCt.1 5 1E 2 1•C2+1 3 t+p+1 4 1+C3+1 4 f+C4+1 5 1•C4+1 5 YAOTN ORHEIGHT OJJENSCN SHOYRI ON ' .1. ' fit? ;Fr �'`S/'• .....•• 60' 29.397 2+C2.2 2 2+C2.,''3 2•p+2 4 2aC3+2 4 2+CS+2 5 2+CA+2 5 2.C2.2 2 2+C2.2 3 2.C3+2 4 21C312 4 2+C4.2 5 2•04+2 5 THETAnLE. J�rONA�IE,.•`� 75' 36.897 2+C2+2 2 2•CN2 3 2. .24 2+C4.2 a 2•Gt+2 5 NC4+2 9 2+C2+2 2 2+C2+2 3 2+p+2 4 2+C4+2 4 2+C4✓2 5 NC4.2 5 3) SEE sHEETgFORA SEE TABLE 12 FOR DEStQ4 PRESSOnE GUZETOUSINGTIIECE ALYIN L121EP.Pt MN:4AIN AVCIt040VANTlne5 Li10WIJ. ALL h4CHORAGE tNST NSOCOt•tFLY WTMTY.E tNJLO.0 GPACLVO SHOWN ON THr. ElEY.1TIONS. TMIRS. n.Ef 13>a1 Quantities forXO orOX Wlndovre 5- B Sash 30. Hdghl 3B' Hei(jll 4S' Hdghl 54' Hdghl 63' Helght 10' Hdpht ]fi- Meighl C8' Hdghl 5q' Hdghl B3' Hdghl ' Retn7. lA•tel YVIdOI h1i Head d SIG E Heed b 581 Nead & SII Head � 8 SIE � HOad d 681 E Head 8 Sig 6 Head 8 Si8 E Head 8 561 E IIOW & S71 E Head E & 6111 � Anchor Group A Anchor Group C 25-1P_' B 28' x 38' m 4Y a d8' � 60' 75' 12147 NotAlbwed 1•C2a1 2 taC2+1 3 i+C3+1 4 1aCN1 d 1+C2f1 4 13.397 1.C2+1 2 1aC2N 3 7+C2+t. A l+C2M � 4 t+CN1 4 17.397 HC2N 2 NC2a1 3 t+C2N 4 taC2+1 4 t+C2+1 4 20.397 t+C1.+1 2 1+C2a1 9 NC2.1 4 1+C2+1 d 1+CN1 4 23.]97 1+C2.1 2+C2+2 2- HC2a1 2 2+C2a2 3 1ap+1 3 2+C2+2 d NC2.1 d 2+G2+2 �4 4 1+C2+1 � 4 2+CI+2 4 29.397 ?8,897 2+C2+2 2 2+C2+2 3 2+C2a2 4 2+C2+2 4 2+C3+2 d Anchor Group B Anchor Group D 25-12' 12147 1+C2.1 2 1aC2.1 3 f+C2.1 4 1+CNt 4 I+C2N 4 1+C2a1 2 IaC2a1 3 1+C2+1 4 1+C2+1 i 1+C2N j4 �i 28' 13.J97 HC2N 2 1aCN1 3 1+C2+1 4 1+C2+1 4 f+C2a1 4 NC2+I 2 faC2N 9 1+C2N 4 1aC2+1 4 1+C2+1 4 $ 3B' 17.397 i+C2+1 2 t+C2a1 3 NC2+1 d NCNf C 1+C2N 4 1+C2N 2 NC2a? 3 1+CN1 4 f+C2+1 � 4 m JY 20]9) 1+C2.1 2 :+C2*1 3 1aG2+1 4 1+C2+1 d t•C2+1 d 1aC2N 2 NC2.1 3 1+C2+1 dNC2+1 4A8'27.697;+C2+11+C2.1]faC2+142+14 1+C2+121+C2+1 3+C•2+14f+C2+1480'29.3972aCN222.C2+232+CJ•24 L+C2-1 2aC2a22+C3.2 4 2+C2a2 32+C2+2J2+C2+2 d 2+C2+2d75" 38.8972+C2+23NC2a2 C2•C2+242*C3+2C 2+C2+22•C2+22+C2+2 4 2•CN2 4 TABLE 23. MMMUMANCIOROUA ITESSHOWN. AILANCHORAGi MUSTALSO COMPLY»im TKEiWX.O.C.S?RCMStOM40N1HEELEJATIOHi m. TIN. Anchor Quantities rorXOX Windows 5-6 �� S. xv HeJphl 30' Hdpa N' I1n,;M 45' F4abit a• HIpp4 or Ho+-0H ii' Fitip`+I 3P Nciphl 36• HdpR 48' H1ipN St• HupM BT 74y5 W4pu.Uon w•pt, R.ir4 (4q1 P.9.(h) Heae65a1 �m H..daw g W..& i9 B *.&Sal S w,desa 19,aa sa r1..en sm 'g wnaa snIII l�rea sm Ilmaas3 H.wasy I�maete M A hn GroupA M.A«GroupC 4 a 4 4 4 6 9 4 d 4 S/ d d 1 4 M4a40r Group B MNor Gso.p O ]317i• K-X-Y 1iml-i1.391 »¢10.0241 2 »M.0•M•1 2 1N #+ C2+l J HQ+0-C2•f 1 1+M,0•Q,1 4 11C24010•1 4 1•Q•0•C2+1 2 f•C2.aG2+1 2 »C 0,=-1 3 HCd40•M•l 4 1402+ C211 4 I•C'••a¢♦1 4 73• Y-Y-X 12."3-1230a t-rmO C'•1 2 1+C2+bC2+1 2 1•¢•D4Q+1 7 14Cx+b M„ 4 1+Q•b¢H 4 1•Q•bGx+I,4 1•Q40•Ca•1 2 1.02404Qa1 7 »Q•aC2.1 ] 14Q4aQ•/ 4 1+C2a04C441 4 f•Q.O+L'2+1 / 45-110' X.Y-X MIN - MIS? 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(f,Q,t:¢+1 d »¢.1•Ct+1 2 14(,•++7+QN T 1•Q+1•Q•t 3 feQ+1♦QH 4 1.4RN1¢•1 / »M•i+C2.1_ +-X•K Ie.391-19.641 I•CNO+C2.1 2 HQ•0•¢•1 21:MtM Q47 7 HQ•0.¢•1 d 4 taM•O,Q•f1 laQ4a M•1 2 i+¢abQ41�Y 1:C7•bC2.1 ] NCNaCx•,4 I•Q•O.Q•1 i 44Q•04CN1 Onfim 11.397 •13191 1iGt,3•C2+112 »C2.3•M.1 2 k¢+a¢N ] 1+M.3•C2N 1 a 4,•¢•]•Q•f4I+C2.3•Qr12i•(2+2•Q4t2f4Q,31¢+1]»Q,]•Q+114M+9+4.14H¢•7•1TSH•X-Y 11.798-14110 1+¢•t•Q+I21•Q?2+Q•1 2 1•¢•2+C2+3 fC7.1a i NM4NC2:, 4 »Q+2+Q.1 2 1.C2.2+LZ•t 2 1•Q+2•¢•1 3 1+¢♦7•CNt 4 iM142•¢+I a 1•¢42+Q•1 K- -X Ism -z4slt »Q•»Q•I 2 »Q•rQ+t x 1.C2.1•Q,1 ] r¢•14M.1 s Q 1.crl+cz«t a t•¢•f.cx+t 2 »¢•»¢+tj2s uerf.cx.a ucz•utsa • 1.Q.»cz+l Q4sLvn1a]i0.18367I•C2+J•t2H2HCA3•C2+131•Q•3+¢N4a»©•3.tlHd1•¢N.CHf1•M2b]1•¢a3+Q,tdQ•7+Q•14 »C2.3•CblX•X-X19.]98.2i.75074Cx+7•C7+1 2 HC2.3•CNI ]ta¢:3•Q•1/4 I.Ca].tl•1 < 11¢•3.C2+1HC2+41n^i•31CN74 1,Q•J:Q•1 247a1-30763 1+C2•NM,1!2140 1•CI♦2•Q+1 Q 6 1•GN2+p.11:C2.2+Qat 7 1+GT•x♦.^7•I J »C2*2•G•f1»t41+¢•2•Q•1-703p 1•¢•7•Q4124 4 »¢+3+G»t < 1♦M+]1M•1 2 H¢+NQ+1 2 I•C717!C2.1 3 HQ•3+M♦/ 4 i•Q•3+Q41 4 14 G2+.1•CN1 Max.MchorO.C. 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LYNP ILI{EA Pt. wi4t5I MMD Rm HR- PF,�sn, HR-5510 NTS 18 OF 18 MD-HR5510-01 1 B Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # WI-052C23 — Owners Name 8feOT-, LO)5 rVASP-e- Applicant: jtj" Er Lucie Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type nd �JcWhi' 10 Of- '80- eY 1 CE -Ir TAP Cc (j- FVIV-�,In ITN'th--wk Windows -544 -- e�> 0 + 5C)t IT USTV H- I -- PVC Vo i , I - 0411. Ob Mullions 7 C-&� co 1-7 C) 01 A N L -R4"MWG4a6* + IMP. 4, jpWn-65. • 6TW i Block Glass V-1 Skylights Sliding Glass Doors Swing Type Doors French Doors A --(0 IMJU-Smfee 'DO svj i9v F e5. .2511 4 W Zk-'3/CCQ,�) r--m B 05 (6 Garage Doors Hurricane Protection Roof Ventilation Roofing Material Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use i structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: t AzcjA%-rP-c-Ts Signature: F Design Prof. C-% A 9,y _y —Cert.No.- '851AI Da e: C)a zlot., IIB