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HomeMy WebLinkAboutREVISION 8-3-18i r FICE USE ONLY: D TE FILED: % � � d 1. f3y , �'VISION FEE: • � � �Y I� St. Lucie County 4. I 5. ADDRESS: PERMIT # RECEIPT # RECEIVED PLANNING & DEVELOPMENT SERVICES. BUILDING & CODE REGULATION DIVISIC INA U G 0 3 2 01 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 ST. Lucie County, Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. # BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: ARCHITECT/ENGINEER INFORMATION: NAME: I:r 7 )1)111 *f-lm CITY: PHONE (DA Revised 07/22/2014 ST. LUCIE Z FAX: STATE: FAX: CERT. #: ZIP: ZIP: V ilr I KELLY t KELLY ARCHITECTS RESIDENTIAL AND COMMERCIAL ARCHITECTURE SINCE IS8O REG.# 8341 RECEIVED July 31, 2018 AUG 0 3 2U St. Lucie County Building Department sT.^Lucie Count PermiEln I a 2300 Virginia Avenue Ft. Pierce, Florida 34982 RE: Thompson Residence —Alterations 1491 N.W. Sweetbay Circle FILEPalm City, Florida 34990 COPY Permit Number: 1807-0004 it Dear Sir or Madam, Please note the following revision regarding the above referenced project: 1. See Sheet #4 for revised window and door jamb details. The doors and windows have been changed to vinyl in lieu of aluminum as originally indicated on approved plans. 2. See attached new Product Review Affidavit with attached NOA's. These revision are acceptable to the architect. I� Certified b y' �Pca�e T Kelly &bt ABiter is 1 PIP;, .� { ,fib 6 ! r Jdy I � w Gary II, Architect Reg. #8341 GRK/dm I I19 S.W. S[XTH STREET * STUART, FLORIDA 34994 * (112) 283-3492 j; WWW.KELLYANDKELLYARCHITECTS.COM i� Py 11(JRM R405-2017 LE CO FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Resi hod Piojact Name: THOMPSON Builder Name: A U G 0 3 2018 trnet 1491 SWEETBAY CIRCLE Permit Office: dy, State, Zip. ST. LUCiE COUNTY, FL, Permit Number. ST. Lucie County, Permitting 1wrier. Jurisdiction: esign location: FL, Fort Pierce County: St. Lucie (Florida Climate Zone 2 ) 11 1, lew constructieon or existing New (From Plans) 9. Wall Types (3460A sgfL) Insulation Area ilk 2. Single family or multiple family Single-family a. Concrete Block - Int maul, Exterior R=5_D 3260.00 ft= b. interior Frame - Wood, Interior R=11.0 200.00 H= III 3. Number of units, if multiple family 1 c. WA R- fi= 4. dumber of Bedrocros 4 d. WA R= tY 5. �1 this a worst case? No 10. Ceiling Types (3084.0 sgft.) Insulation Area a. Under Attic (Vented) R-19.0 3004.00 f12 6. onditioned floor area above grade (its 3084 F floor below W) 0 b. NIA R= f W nditioned area grade 11Duds R 7. mdows(512.0 sgftJ Description Area �rU 6 304 a. Sup: Attic. Ret: Atfio, AH: ZONE 16 308.4-Factor. Sgl, U=1-07 512.00 fe b. Sup. Attic, Ret: Attic, AM: ZONE 2 SHGC: SHGC=0.25 12. Cooling systems kBtulhr Efficiency b. U-Factor. NIA ft' a Central Unit 60-0 SEER:18.00 SHGC: b. Central Unit 24.0 SEER:16.00 U-Factor. WA fe III SHGC: 13. Heating systems kBlulhr Efficiency d. U-Factor. WA ft' a. Electric Strip Heat 42.0 COP:1.00 ASHGC: b. Electric Strip Heat 16.0 COPA-00 Area rea Weighted Average Overhang Depth: 3.000 R. SHGC: 0.250 14. Hot water systems Weighted Average III a. Electric Tankless Cap: 1 gallons 8. Floor Types (3084.0 sgft_) Insulation Area EF: 0.970 -On -Grade Edge insulation R=0.0 3084.00 ft b. Conservation features bSlab �. WA R= tY None NIA R= ft' 15. Credits Pstat Total Proposed Modified Loads: 101.52 0,166 PASS Gla s/Floor Area: Total Baseline Loads: 105.43 I h ' eby certify that the plans and specifications Covered Review of the plans and O4T1r1B STq?!� this Icalaulation are in compliance with the Florida Ene specifications covered by this ., Ce. cakxilation indicates compliance Florida ti i �',+ f with the Energy Code_ lr,++►''"h=: PREPAR �ABY-:,_- - _._ _._ EP5 Before construction is completed D TE: o'tb ! __. this building will be inspected for compliance with Section 553.908 1 h Lby cethat this building, as designed, is in compliance certify that Florida Statutes. Opp j} Florida Energy C OVVNERI ENT; __ BUILDING OFFICIAL: - DAITE: DATE: pilance requires certification by ftte air handier unit manufacturer that the air handier enclosure qualities as led thctory-eeaied In accordance with R403.3.2.1. iliance requires an Air Barrier and insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an pe leakage teat report with envelope Leakage no greater than &45 ACH50 (R402-4.1.2). pliance wiih a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, In accordance with ANSURESNEUICC 380, is not greater than 0.030 On for whole house. 8 4,03 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 5 7 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) Return ducts R 6.0 c) AHU location AtticlAttic 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 4 13. Cooling system: Capac ty §4.0 a) Split system SEER 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) GroundMater source SEERICOP 6. Conditioned floor area (sq. ft.) 6. 3084 d) Room un"d/PTAC EER e) Other varies 7. Windows, type and area a) U-factor.(weighted average) 7a. 1.070 b) Solar Heat Gain Coafficient (SHGC) 7b. 0.260 c) Area 7c. 488.0 8. Skylights a) U-factor.(weighted average) 8a 1.070 b) Solar Heat Gain Coefficient (SHGC) 8b. 0.260 9. Floor type, insulation tevet a) Slab -on -grade (Rvalue) b) Wood, raised (Rvalue) c) Concrete, raised (R value) 10. Wall type and insulation: A. Exterior. 1. Wood frame (Insulation Rvaiue) 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 Q Knee wailslskylight walls d) Radiant barrier installed 9a. 0.0 9b. 9c f0A1. 10A2. 5.0 14. Heating system: Capacity 58.0 a) Split system heat pump HSPF b) Single package he pump HSPF c) Electric resistance COP 1 A d) Gas furnace, natural gas AFUE e) Gas furnace, LPG AFUE f) Other 15. Water heating system a) EiecMc resistance EF 0.97 b) Gas fired, natural gas EF c) Gas fired, LPG EF d) Solar system with tank EF e) Dedicated heat pump with tank EF t) Heat recovery unit HeatRec% g) Other 10BI 10B2. 16. WAC credits claimed (Performance Method) a) Ceiling fans I la. 19.0 b) Cross ventilation No 11 b. c) Whole house fan No 11c. d) Multizone cooling credit 11d. No a) Multizone heating credit 1) Programmable therrnostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1 certify that this hone 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 based on installed code compliant features. l �`\ \ Builder Signature: Date: l 1 Address of New Home: 1491 SWEETBAY1CIRQI..E City/FL Zip: ST. LUCIE COUNTY, FL 9.15:33 AM EnergyGauga USA 6.0.02 - Flalle92017 F8C Sth Edition (2017) Compliant Software Page i of 1 FOR I R4bS-2D17 INPUT SUMMARY CHECKLIST REPORT PROJECT FB�ulldlng THOMPSON Bedrooms: 4 Address Type: Street Address : User Conditioned Area: 3084 Lot# er Name: Total Stories: 1 13lock/Subdivision: fit Units: 1 Worst Case: No PlatBooR: Bti�der Name: Rotate Angle: 0 Street: 1491 SWEETBAY CIR it Office: Petis Cross Ventilation: County: St. Lucie diction: Whole House Fan: City, State, Zip: ST_ LUCIE COUNTY, Fa Irnity Type: Single-family FL, N&lExisting: New (From Plans) Comment: j CLIMATE Design Temp IM Design Temp Heating Dieslgn Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range ,II FL, Fort Pierce FL_VERO BEACH MUNI 39 90 70 75 299 62 LOW BLOCKS gumber Name Area Volume 1� Blok;kl 2322 23220 2' Blodk2 762 7620 � SPACES Number Name ZONE 1 Area Volume IGtchen Occupants 2322 23220 Yes 3 Bedrooms 3 Int31ID Finished 1 Yes Cooled Heated Yes Yes 1I 2' ZONE 2 762 7620 No 1 1 1 Yes Yes Yes FLOORS Ij f3 Floor Type Space Perimeter R Val Area Tile a Wood Carpet 1 Slab -On -Grade Edge Insulatio ZONE t 286 ft 0 II 3084 fig _ 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # 1 Type Flip Materials Area Area Color Flat the/slate 3341 f'P 0 iN Medium Absor. 0.96 Tested No 0.9 Tested Insul. (deg) No 0 22.6 III ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC i III Full attic Vented 300 3084 fF N N *03 PM EnergyGaugW USA Section R405.4.1 Compliant Software Page 2 of 5 MR] RAM-Inl!7 INPUT SUMaiiLky CHECKLIST REPORT CEILING ill # 1 Ceiling Type Under Attic (Vented) Space ZONE 1 R Value 19 Ins Type Blown Area _ 3084 fe Frariling 0.11 Frac Truss Type Wood III WALLS ,I Adj_Zoeoent Cavity Wrdth Height Sheathing Framing Solar Below 1111 `Space EL._ln....... .. Ar®e....__ R VaM� E Exterior Concrete Block - Int Insul ZONE 1 5 78 10 780.0 ft2 5 0 0.75 0 W Exterior Concrete Block - Int Insul ZONE 1 5 46 10 460.0 ft2 5 0 0.76 0 3 N Exterior Concrete Slock - Int Insul ZONE 1 5 54 10 540.0 ft2 5 0 0.75 0 III S Exterior Concrete Block - Int Insul ZONE 1 5 54 10 640.0 ft2 5 0 0.75 0 _ N ZONE 2 Interior Frame - Wood ZONE 1 11 20 10 200.0 W 0 0 0.75 0 _ N E3clerlor Concrete Block - Int Insul ZONE 2 5 17 10 170.0 ft2 5 0 0.76 0 S Exterior Concrete Block - Int Insul ZONE 2 5 15 10 150.0 ft= 5 0 0.75 0 E Exterior Concrete Block - Int Insul ZONE 2 5 20 10 200.0 ft* 5 0 0.75 0 I8 I9 W Exterior Concrete Block - Int Insul ZONE 2 5 42 10 420.0 f12 5 0 0.76 0 DOORS # Omt Door Type Space Storms U-Value Width Area �� 1 N -- Insulated ZONE 1 None .46 18 In FWightln 7 126 ft2 2 E Insulated ZONE 1 None .46 6 7 42 ft2 3 N Insulated ZONE 1 None .46 3 7 21 V 4 III N Insulated ZONE 1 None .48 3 7 21 fe WINDOWS Orientation shown is the entered. Proposed orientation. / Wall Overhang Y # Omt ID_ Frame Panes NFRC U-Factor SHGC Imp _ Area Depth Separation Int Shade Screening. 1 N 3 Vinyl Single (Clear) Yes 1.07 0.25 Y 12.0 W 3 ft 0 in 1110 In Drapesiblinds None 2 N 3 Vinyl Single (Clear) Yes 1.07 0.25 Y 20.0 f12 3 ft 0 in 1 ft 0 in Drapesiblinds; None 3 N 3 Vinyl Single (Clear) Yes 1.07 0.25 Y 20.0 f12 3 ft 0 in 1 ft 0 in Drapeslblinds None 4 E 1 Vinyl Single (Clear) Yes 1.07 0.25 Y 20.0 ft2 3 ft 0 in 1 ft 0 In DrapeaMinds None 5 E 1 Vinyl Single (Clear) Yes 1.07 025 Y 30.0 V 3 ft 0 In 1 ft 0 in Drapeslblinds None 6 E 1 Vinyl Single (Clear) Yes 1.07 0.26 Y 8.0 it2 3 ft 0 fn 1 It 0 in Drapewb1inds None 7 S 4 Vinyl Single (Clear) Yes 1.07 0.25 Y 72.0 W 3 ft 0 in 1 it 0 in DmpeslblkHb None 8 S - 4 Vinyl Single (Clear) Yes 1.07 0.26 Y 192.0 W 3 ft 0 in 1 ft 0 In Drapes/blinds None 9 W 2 Vinyl Single (Clear) Yes 1.07 0.25 Y 24.0 fP 3 ft 0 in 1 ft0 in Drapes/blinds None ._...J': 10 Skyft Metal Low-E Single Yes 1.07 0.25 Y 24.0 IN 2 ft 0 in 1 ft 0 in Drapesiblinds Norm 11 N 6 Vinyl Single (Clear) Yes 1.07 0.25 Y 24.0 W 3 ft 0 in 1 ft 0 in Drapesiblinds None 12 W 9 Vinyl Single (Clear) Yes 1.07 0.25 Y 36.0 fe 3 ft 0 in 1 ft 0 M Drapes/blinds None 13 m W 9 Vinyl Single (Clear) Yes 1.07 0.25 Y 30.0 fie 3 ft 0 in 1 ft 0 in DrapWb5nds None 8 9.15 AM EnergyGaugeS USA Section R405.4.1 Compbril: Software Page 3 of 5 cent rr ar uaai `Ar d%LJCI%Wl OCT 0=0nOT rVR1Y1 RYVV-�.V 11 ■��■ v • vv������-��� • � � ��- -- - GARAGE # FloarArea Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Walt Insulation _ 77 - 1 616it' 16ft' 78ft loft 5 I INFILTRATION II # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 NUVholehouse II Proposed CFM(50) .000346 2800 153.72 289.09 -2682 5.4476 j HEATING SYSTEM II # _System 1 Type Electric Strip Heat! Subtype None Efficiency_ Capacity ....... Block COPA 42 kBtulhr 1 Duds sys#1 j� II 2 Electric Strip Heat/ None COP:1 16 kBtulhr 2 sys#2 COOLING SYSTEM Il # 1 System Type Central UnlY Subtype _ Nona - Efficiency Capacity Air Flow SHR Block SEER: i8 60 kBtulhr 1800 dm 0.75 1 Ducts sys#1 III 2 Central Unit! None SEER: 16 24 kBtulhr 720 cfm 0.75 2 Sys#2 HOT WATER SYSTEM j� # 1 ll System Type SubType Electric Tankless Location Garage EF Cap use WPMConservation 0.97 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF III None None fix DUCTS — Supply _ . _ Retum — Air CFM 25 CFNI25 HVAC # VI N location R-Value Area Location Area leakage Type Handler TOT OUT ON RLF Heat Coot 1 Attic 6 308.4 ft Attu 77.1 tN Prop. Leak Free ZONE 1 — cfm 89.7 cfm 0.03 0.50 1 1 2 Attic 6 304 fN Attic 77.1 IF Prop. Leak Free ZONE 2 — cfm 22.9 afm 0.03 0.50 2 2 4703 PM EnergyGauga USA Section R405A.1 Compliant Software Page 4 of 5 rnOKA QAftC�9n17 IIUPI IT CI fI1 R iiiv4V CHECKLIST REPORT TEMPERATURES Programabie Thermostat: Y Caning Fans: Code Jan He H Feb Mar mar W WApr May Jun Jun Jul Jul AugSep Oct Oct Nov Novi Dec � ng Jan Feb MY Aug Sap lxl ( Dee Them �o tat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 B 9 10 11 12 Coolir}�g (WD) M 80 80 --_ 78 - - 78 78 - 78 78 - 78 78 76 76 so 78 Cooling (WEH) PM 78 78 78 78 78 78 78 78 78 76 78 78 Heating (WD) AM PM Be 88 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 BB 68 68 66 88 66 Heatin(WEH) g V AM PM 66 68 66 68 66 88 66 88 66 68 68 68 68 68 88 68 68 66 68 68 68 88 68 68 MASS Mays Type -- �l DefauR 8 RWsa.ft. Area 0 ft' Thickness Oft Fumlture Fraction 0.3 Space ZONE 1 Name: Rating Compant: Signature: Date: 4:03 PM EnergyGargee USA Section R405.4.1 Compliant Software Page 5 of 5 I 2017 = AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: THOMPSON Builder Name: Street: 1491 SWEETBAY CIRCLE Permit Offloe: City, State, Zip: ST. LUCIE COUNTY, FL, Permit Number Y c� Owner. Jurisdiction: w Design Location: FL, Fort Pierce COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA ineral A continuous air barrier shall be installed in the building envelope. A r-permeable insulation shall The exterior thermal envelope contains a continuous air bander. not be used as a sealing material. re�qu'Irements Breaks or joints in the air barrier shall be sealed. ill Coilinglaft Time air barrier m any dropped owfinglsoffit shall be alliII with The insulation in any dropped ceEngrsoffit 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 seated. �„+lasts The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls •� The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity seated. with a materials having a thermal resistance of R-3 Knee watts shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier: Viimdows, skylights The space between window/door jambs and framing, and anIdd doom skylights and framing shall be sealed. Rjfi joists Rim joists shall include the air barrier. Rim joists shall be Insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to 11 (19eluding Insulation. maintain permanent contact with the underside of a�ve-garage subfloor decking, or floor framing cavity Insulation ari cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation Willed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space wails Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation ill a Class I vapor retarder with overlapping joints taped_ shall be permanently attached to the cmvAspaoe Ships, penetrations Dud shaft, utility penetrations, and flue shafts opening to III exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow N cavities shall be filled by insulation that on irrow cavities installation readily conforms to the available cavity spaces. Gauge separation Air sealing shall be provided between the garage and conditioned spac 3s. Recessedi fighting Recessed tight fixtures installed to the building thermal envelope Recessed light fixtures installed in the building shad be sealed to the drywall, thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to tit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall III behind piping and wirleg Sh6weiftb The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on Oxterior wall tubs shall separate them from the showers and tubs. be insulated. E sle�trical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HV C register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Co Qpealed When required to be sealed, concealed fire sprinklers shall only be sprji klets sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In Mition, Inspection or log walls snail be in accordance with the provision of IGG-400. 8I2812018 4:03 PM EnergyGaugeO USA FBC 6th Edition (2017) Compliant Software i Page 1 of 1 I Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit # Jf,l#b to birimdon III gilder. Community: Lot: NA address: 1491 SWEETBAY CIRCLE CIIity: ST. LUCIE COUNTY State. FL Zip: 11 Air Leakage Test Results Passfiv results must meet enter the Aedbmtartce, Preswpffve, or ERl MOtod II'0 PRESCRIPTIVE METM111-The building or dwelling unit shag be tes i and verified as Having an air leakage same of not excel 7 air hour 0.2 inch w.g. (so Pascals) in C Zones 1 and Z. changes per at a pressure of I� PERFORMANCE or ERI NE7H0D-The building or dwelling unit sha be WSW and verified as having an air leakage rats of not exobel ing Yha seiebted ACH(50) vague. as shown on Form R405 ZOtl (Rarfarmence) R406-2017 (ERI), section labeled as irtflfttatbn, ""scum ACH50. ACH(50) spedfled on Form R405-2017-Energtr Catc Ferlbnnarw) ar R406.20t7 (ERI): 1 5.447 I x 60 ,- 30840 Method for calculating building volume: CFM(50) Building Volume ACH(50) a Retrieved from architectural plans FIPASS • Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R.402.4.1.2 Testing. Testing shall be conducted In accordance with ANSIIRESNETIICC 380 and reported at a pressure of 0.2 inch w.g_ (50 Pascals) eating shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section 89.105(3)(t), (9), or (i) or an approved third party. A written report of the results of the test shag be signed by the party conducting the test and III provided to thecodde officlal. Testing shall be performed at any time after creation of all penetrations of the bulding !Items/ am&". tasting: 11. Exterior indows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration III s,�MroI measures. Nam including exhaust, intake, makeup air, back draft and flue dampers shag be closed, but not sealed beyond intended infiltration control measures. 3� Interior doors, if installed at the time of the test, shall be open. 4� Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed. . Heating and cooling systems, if Installed at the time of the test, shall be turned off. t Supply and return registers, 9 installed at the time of the test, shall be fully open. II IITeMing Company I ,ompany Name: Phone: I hereby verity that the above Air Leakage results are in accordance with the 2017 W Edition Florida Building Code nergy Conservation requirements according to the compliance method selected above. hgnature of Tester_ Date of Test: Printed Name of Tester (License/Certification Issuing Authority: #: 612&ifl 4:04.04 PM EnergyGougeO USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit 9 #b InfonvwMon I3Llilder: Community: Lot NA 1491 SWEETSAY CIRCLE ST. LUCIE COUNTY Leakage Test Result a O System 1 cfm25 ,,System 2 cf1m25 (System 3 cfm25 um of any cfm25 Total of all cfm25 3084 - Qn I Total Conditioned Square Footage PASS 0 FAIL State: FL Prescriptive Zip: O PerformancelERl Method Q Presedp&q.Method chn26 (Total) To qualify.ps *bstantiilly leek free" On Total must be less than or equal to 0.04 dor handler unit is installed. If air handier unit is not installed, On Total must be less than or equal to 0.03. This testing method meets bite requirements in accordance with Section R403.3.3_ !s the air handler unit installed dw" teatlag? ❑ YES (s ❑ NO (so y O Perfor nan 1ER1 Method ctm25 (Out or Total) To qualify usi this method, On must not be greater than the proposed duct kage On specified on Form R405-2017 or la Leakage Type selected on Form Qn specified on Form R405-2017 R405-2017 (Every lc) or R406-2017 (EnergyCalc) or R406-2017 Proposed Leak Free 0.03 Dss shall be verified by testing in accordance with ANSURESNEVICC380 by either individuals as defined in Section or m, Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(% (g) or (), Florida Statutes. Company :ompany Name: Phone: hereby verify that the above dud leakage testing results are in accordance with the Florida Building Code requirements with the elected compliance path as stated above, either the Prescriptive Method or Performance Method. of Tester. Name of Tester: Date of Test # Issuing Authority: 8 4.04:10 PM EnergyGaugeO USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightSoft° Project Surr- --dry Entire House BY For. THOMPSON Notes: ZONE 1 Design Information Weather. Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Dure 92690 BBtuh Central vent (0 cfm) 0 Btuh (none) Humidification 0 Btuh Piping 0 Btuh Equipment load 92699 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 He23n_g Co2"31 ( AreaVolume (fly 21890 21890 Air chang_eslhour 1.00 1.00 365 Equiv AVF (cfm) 365 Heating Equipment Summary Make Trade Model AAHPJ ref Efficiency 80AFUE Heating input 0 Btuh Heating output 0 Btuh TAmal flow ce aiir 2000 cl n Afrflowfactor 0.022 cf auh Static pressure 0 in H2O Space thermostat Summer Design Conditions Outside db 90 OF IDesi 15 F n TD Daily range Relative Humidity M 50 % Moisture difference 61 grab Sensible Cooling Equipment Load Sizing Structure 43920 �h Ducts Central vent (0 cFm) 0 Btuh (none) Blower 0 Btuh Use manufacturer's data n Ratetswin multiplier EquipmeI sensible load 0.95 41724 Btuh Latent Cooling Equipment Load Sizing re 17 0 Dui BBtuh Central vent (0 cfm) 0 Btuh (none) Equipment latent load 17641 Btuh Equipment Total Load (Sen+Lat) 59365 5.0 Btuh ton Req. total capacityat 0.700 SHR Cooling Equipment Summary Make Trane Trade Cond 4TTV8060 Coil AHRI ref ciency 13.0 EER,18 SEER Sensible cooling 42000 Btuh Latent cooling 18000 Btuh Total cooling 60000 Btuh Actual airflow 2000 cfrn Airflow factor 0.046 cfmlBtuh Static pressure 0 in H2O Load sensible heat ratio 0.71 Calculations approved byACCA to meet all. requirements of Manual J Sth Ed. -Pk nrlghtsoft• 2018-Jur281SA629 Rigth9dle®UriVWW1201818.0.19 RSU12886 Page 1 _1PadaUoaxMrWWN tsoftWAMHOMPSONIjW Cole =MJ8 Fred Door f = N Load Short Form i0tr - - wrightsoft� Date. Entire House By. Project Information For -. Design Information Htg Cig Infiltration Outside db (OF) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TO (°F) 28 15 Fireplaces 0 Daily range - M Inside humidity (%) 30 50 Moisture difference (grAb) 1 61 HEATING EQUIPMENT Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Airflowfactor Static pressure Space thermostat 80AFUE 0 Btuh 0 Btuh 0 OF 2000 cfin 0.022 cfrn/Btuh 0 in H2O COOLING EQUIPMENT Make Trane Trade 'fond 4TTV8060 :Coil AHRI ref Efficiency 13.0 EER, Sensible cooling Latent doling Total cooling Actual airflow Airflowfactor Static pressure Load sensible heat ratio 18 SEER 42000 Btuh 18000 Stuh 60000 Stuh 2000 drn 0.046 cfmBtuh 0 in H2O 0.71 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) HtggAVF (dm) CIgAVF (Clim) foyer 164 6196 3243 134 148 bdrm 4 182 6606 2752 143. 125 laundry 80 4040 5338 87 243 bath 4 54 2656 1488 57 68 bdrm 3 289 9706 4632 209 211 hall 85 1889 267 41 12 bdrm 2 234 7761 3729 167 170 bath 2 78 3837 2283 83 104 kitchen 270 11434 4434 247 202 gathering 288 13786 5831 297 266 living 374 17419 8110 376 369 nnw '777n 1r-Q A4 wnu ry GG-f FJ1,V IV IJ Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -Fd- wrightsoft` 2018-JLF►2815:4131 _ + • ••- -. Rig"dtAUrivem) 201818.0.19 RSU12888 Page 1 ACCK _IPaUaZo—rtslWrigtboftHVACiT CWSON1np Catc=MJB FroriDoorfaces N Entire House 2322 92995 45884 2000 2000 Other equip loads 0 0 Equip. @ 0.95 RSM 43590 Latentcooling 16715 TATAI f 11.3nn rnnnc ananc jnnn- wnn 1 V IriLV Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -F# wrightsoft 201B-Jur2814a5:43 —+�--o Riga-SdteOLk ersal201818.0.19RSU12886 Paget _WaUaUoornaft%WrigttmftWACRHOhFSONlnp Cale=MJB FrodDoorfaoax.N 'UTA W N O W OA W.N :S �V m \/\J (_) ''13m CI u 0000004mmCIvo CO WO 00 N 000 O M CDp pv OOOOOO��.aDO Y� O) O_O O Z m C x X �('7 OOOOO�OP $.OM c9 O O G E O O O O O O O O O O m Y7V�o0 0 OOOO�OOONO �M fG N. o O� BOO OOONO r CV �£y± iFy+/V ��mpp � t0 tvp pm 0000NN00091 gO. a � C C CO _ X �� 0000�001p0 �1 c9 � 1 O O 0000 OODOO �t N N Ql,n� Of�W 84 CO B Q �V �-co �V �w�<7C (9 VVV Qq p �p (Cp9 p �p {� O� C�5�m m N�Cs Pi Fs N R =MRMW MRMM A fV }e C!{C77 m m NCMNJ or o lohQ�yy�nog$ O c M C �NMRh fp W C4 O O1 �£ 000000aQ �o �ii a� o o R 00020 cad C U pN�y 000000v C.) �O 000 O N O .......JJJJ � v � C x W e- O x BN OOOh000C7sW0<t st cV O � 1 C OC O E OOOOOOON�C� ED N v OO�ODOOOOtu)O go 00 j 00040 41�t0 C oo0000� ingZ^� co ic•55 g O O ^� 0 0 0 O O O � � � �^ sr C O x OQ O O.0 N 080 08430 O tC y z 00, O l 008000,0.0 sm o w{�w�rim�:wm�vg m ? ��N..o Kwo 4ms o 0 � O W O.e-ON O""r:N C o � cm W `� u E Uc c7Qc� ~ xx[LULL r- N t7 V to t0 . . tp N l0 ;! !2 ;5 0 O 41 oh .3 000000r o�o kk�3 5y c7S o o 000$o 10, � 8 �' N M c+J C9 �p r y U OOOOOO OM �f0 00010 o t� CD = NC C t O X N o,00rnoo No AV r LL- � w Z 0 o E 000aoopoAA N O O O O O O O O o m 0 - N k 00 00 R N O O O p O �+ — U r �� 000c00000n oo m 000rno m'- � C x _ �a X OOOOOOOOOY?V .,E OC 'O Ooo00oo0ote�t� p �e �nQ�O;h Ol.f000O 19, x S =Cow0033��� G�-0-0-6-000. � � r IM —Nm TtQ to O eN- v An �'T N m N to co N 4l ri it 3� 0 CA 3 gC �0000000spo Iaa y ono 00 0100080 r o'�fOOOOOOOOrO N OOONo Ncw O m l7 f0 G r N C x = o Y{p R O 9 r Q n �0000004DCN0 � � ^O GG N� GCO NQNo VryC U a 000so �m r N C O x = iC ppp r rQ� rafr�rPl lapf QO� t7 l7 lq f9 fV CrOrC�-GrGOC PE U Z �I ii ma Hi �a F o Uti �- N co It N m . r t0 v N r r �~ 1 0 cn .` �..... 00O OS20 n N CIO N O N2 O 00.ONVO C N9m C 8 ag - to m O co U .92 L 000(Oro �IQ y0 0000 Q x ao L-� 16 O O ... 8(DON000OOne} N 01 t9 N C7e �M0000000 go O a OOOe-O C O rpm � Om �Q F::tR0000oO ff t— 00 co cool'o M7 j C co r .= C i go x .gyp N,O'� Of OOOOOtt� N o O O (G m�Cl OD 01��d0070 mu�mu�mv�mu� CLmm IAN33_ � • i odo-d-.000- a a¢a zr u5 mm aVa �Nm�N (O (D N m Vu1 r� 0 m O na Is L .ch 3 C� v x E c�u�0000000�a c� go i�f 00 000go �Nro V C o � ,. $^0000000 g go R 000po 0 CD �C co x �to 800000000AW g00000000N r lV NN Cj O O C r 9 .-m no U �is.9tRICA$.9Ci,m g ecmmma;3��� O r C C rC r G C G 89 H� (T Jim" x ~dULL mn3�t�0a m L- Rt, N w u0i a 0 N 1l joir wrightsoft Project Summary: Entire House Br For. THOMPSON Notes: ZONE 2 Pro"ect Information Design information Weather. Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 3 Ducts 0 BBtuh Central vent (0 cfm) 0 Btuh (none) 1=tumidification 0 Btuh Fq 1pmentload 33643 BBtuh Inf Itration Method Construction quality Fireplaces Simplified Averago Hea762 �0762 �(� Volume (f13) 11250 11250 Air chap esmour 1.00 1.00 v EquiAVF (cfm) 188 188 Heating Equipment Summary Make Trade Model AHRI ref Efficiency 80AFUE Heating input 0 Btuh Heating output 0 Btuh Temperature rise 0 OF Actual airflow 800 cfm Air flow factor 0.024 cfm/Btuh Static pressure 0 in H2O Space thermostat Summer Design Conditions Outside db 90 OF Inside 75 TD 15 °F Daily range Relative humidity M 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 15854 Btuh Ducts 0 Btuh Central vent (0 dm) 0 Btuh (none) Blower 0 Btuh Use manufacturer's data n Rate/swing multi 0.95 Btuh Equipment sensible load 15061 Latent Cooling Equipment Load Sizing 8�ahDStructure 0 F ct Central vent (0 cfm). 0 Btuh (none) Equipment latent load 8833 Btuh Equipment Total Load (Sen+Lat) 23894 1.8 Btuh Req. total capacity at 0.70 SHR ton Cooling Equipment Summary Make Rheem Trade Cond RA1624AJl NA Coil AHRI ref Efficiency 13.0 EER,16 SEER Sensible cooling 16800 Btuh Latent cooling 7200 Btuh Total cooling 24000 Btuh Actual airflow 800 cfrn Airflowfactor 0.050 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.64 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -F}- wr7ghtsoft- 2018-.Mt2814.16:13 — Rlgd,"t Lhwrsal 2018 98.0.19 RSU12886 Page 1 ACCK _SDo,.MrblWrigNwftHVACtTenVlete)deWLnt Calc=M18 FmrtDoorfaces: N i� - ' wrightso#t° Load Short �.-��m't Date: Entire House By. Project Information Design. • • Htg Cig ' 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 - M Inside humidity (%) 30 50 Moisture ditmnce (grAb) 1 61 HEATING EQUIPMENT Make Trade Model AHRI ref Efficiency Heating input Healing output Temperature rise Actual airflow Airflowfactor Static pressure Space thermostat 80AFUE 0 Btuh 0 Btuh` 0 OF 800 cfrn 0.024 cfrn/Btuh 0 in H2O COOLING EQUIPMENT Make Rheem Trade Cond RA1624AJ1NA Coil AHRI ref Efficiency 13.0 EER, Sensible cooling Latent cooling Total cooling Actual airflow Airflowfactor Static pressure Load sensible heat ratio 16 SEER 16800 Btuh 7200 Btuh 24000 Btuh 800 cfm 0.050 cfmBtuh 0 in H2O 0.64 ROOM NAME Area Htg load Cig load HtgAVF CIgAVF ( (Btuh) (Btuh) (CIM) (CIM) master bath 270 11285 4645 268 234 toilet 30 1854, 1160 44 58 herwic 63 2723 1230 65 62 hisvdric 63 2723 1010 65 51 masterbdrm 336 15058 7820 358 395 Entire House 762 33643 15854 800 800 Other equip loads 01 0 Equip. @ 0.95 RSM 15061 Latent cooling 8833 33643 23894 800 ;tnn TOTALS 762 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2018-Ju►2814:16:13 A a�•»A-+�+ Rtgtl-State0WYerw12018'18.0.18RSU12886 Pagel ACCK !Doojreds%WrigtisaRHVALVbnplateldebd tnt C91c=MU8 FrortDoMfa= N �,? f�s l� G t3 tTA W N O �•C• Ol (TA WN-+ y[g' � m -M- - - 'Y C OOO-`+O-+OiO-+G m' m-G cn c V iOp (n 4NN1 NtW��11 �• (�(��WNNWN OWOp�-+A 8 W NNNaap V N 7 •^ O �Vp� iCC QQ�� i _ io SI"@Q1�ON a N OO NN .Z W V m +Qi� (QQ��� (i41 �QJ�1 poi S (� �VI.C- Affi+O'�y�1 �Q Y� yj m6ppi QQ�1 � ,jp QNp pp tp 04,G{G'-+N�tON � o N OOOOOAOOOOO �'^ O O �OOWOAWNCIOO -� % O g�0000-i+OO IM O O)OOO 00 Ol C� .T i C A yo �' O t0OOO 10 O N A O 000 (D GD tDOO w00C 7 co N N 0 a Cf 3 000000�8000 Of N rOtDp� l�0 00 N OOONO Ng Q lZl r r r U m _ v 000000aocoo�� o o00 o m o C X �O e�l OOOO OO:�rOgl"f �^ OI � C BL Cf6 000000'n 1A0 MO.(9. D 0000 na0L"o ao - Mo q 0004o Rem`.) $ I I.Ro ' m 00000gooQ 000vo v4 m d x = o O 0.000 q00�000N v - O O O 0000�0 �000�0 e- S �oy0-060 � o.-duo.-dr000 7 Mir ZE .-NM QN m m M r ^h r i N if N 0 cn .1 S�00000'NO O NOO 000 n�n0 n t^^O tD ^ T r N r f0 C O _ U o�N00000!_ `�' OHO jNNNN� 0000AR N x ' fV Bed X O iQ OD00000 N J15 00 g1000OOf00 Q Ro 00 g" 000N."O RG a O •! N 00H000008F c00. VV� OOOQO yF,{j Q1�1 tD O n _ jatjj C1 :2M x 2 OOS-0000022 ��OO ��DD $. CQ;It oc g 00900000022 0 T (yyp.y� 4 fl �{yxp7 V m�a 8 �cs t0 �Q+ c�� S T o�c�o�c�oo�o • �� �-.X V .X O,� � $� ei YYTTN � � ,(�C�+Q{� C �f{ � to y WG C 1�'(3 6 CI � I �2EIU � c�/ _�lil a � (iQ�7 Trrrr N . Q 8 xaC S r�G . OQJ I � it _ xX 11Q2iJ 5 y��7'O 99crolm �-t IX F-. 19� �- T N M Q 1A t0 f0 v cr h V 1g r r (CO in !� O WIT 9 i Florida Building Code, Energy Conservation, 6th Edition (2017) story Requirements for Residential Performance, Prescriptive and ERi Methods ADDRESS: 1491 SW€VRAY CIRCLE Permit Number. III ST. LUCIE COUNTY, FL, REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.9 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 pre -sold 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 budding official shall verity that the EPL display card completed and signed by the builder accurately reins the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendbc RD. ❑ R402.4 Air leakage (Mandatory). The building thermal envelope shall 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 multipleattached single familydwellings shall be permitted to comply with Section C402.5. I R402d.1 Building thermal enveld1be building thermal envelope shall comply with Sedans R402A.1.1 and R402A.1.2. The sealing methods between dissimilar materials shad allow for differential expansion and contraction. R402A.1.1 IrrstallatiomThe component of the building thermal envelope as listed in Table R402.4.1.1 shall be Installed in accordance with the manufacturer's instructions and the criteria listed in Table 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 budding 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 shag be conducted in accordance with ANSI/RESNEfACC 360 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)(% (g) or () or an approved third party. A written report of the results of the lest shall be signed by the party conducting the test and provided to the code official. Testing shag be pertommed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, afterati ms, 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. F3 tafgr windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the Intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust. intake, makeup air, backdraft and flue dampers shad be dosed, but not sealed beyond intended Infiltration control measures. 3. interior doors, if installed at the firne of the test: shall be open. 4. Exterior doors for continuous ventilation system and heat recovery ventilators shall be dosed and sealed. S. Heating and coaling systems, if installed at the time of the test, shall be turned oil 6. Supply and return registers, if installed at the time of time test, shag be fully open. FM NA.2 Fireplaces. New wood-buming fireplaces shall have tight-irtting 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 shag be bested and listed for the replace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. ❑ 1�402.4.3 Fenestration air IeakageMlindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 dm per square That (1.5 Us/m2), and swinging doors no more than 0.5 dm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or il�AMA/ WDMA/CSA 101 A.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site•buift windows, skylights and doors. 8 4:03 PM EneigyGauge@ USA - FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ opeRamsR44.4 Ras containing fuel-buming appliances. In Climate Zones 3 through 8, where open combustion air duds provide combustion air to combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or e osed in a room, isolated from inside the.thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements oVlable R402.1.2, where the walls, floors and ceilings shall meet not less then the basement wall R-value requirement The door into the room shall be tiny gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air dud shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Dired vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. ❑ R4fl2.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage an conditioned and unconditioned spaces. All recessed luminaires shag be IC -rated and labeled as having an air leakage rate not tMhan2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. AN recessed m luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or calling covering. R40I31 Controls SECTION R403 SYSTEMS ❑ ItUO3.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ UO3.1.3 Heat pump supplementary Ireat (Mandatory). Heat pumps having supplementary electric resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating Load. ❑ (%U.3.2 Sealing (Mandatory) AN ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet dud tightness criteria below. Dud tightness shall be verified by testing in accordance with ANSIIRESNETACC 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)(Q, (g) or (i), Florida Stabiles, to be 'substantially leak free' in accordance with Section R403.3.3. ❑ R403.3.2.1 Seated air tuuwdler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when bested In accordance with ASHRAE 193. ❑ RW3.3.3 Duct testing (Mandatortr)l. Ducts shall be pressure tested to determine air leakage by ono of the following methods; 1. Rough -in test Tofaf leakage shall 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 sealed during the test. 2. Postcmnstrudion test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturers air handler enclosure. Registers shall be taped of otherwise sealed during the test Exceptions: 1. A duct air leakage test shall not be required where the duds and air handlers are located entirely within the building thermal envelope. 2. Duct tasting 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. ❑R4Q3.3.5 Building cavitlss (Mandatory). Building framing cavities shall not be used as duds or plenums. ❑R403A Mechanical system piping insdatiort (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 R3. ❑ R403r4.1 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. R403.6.1 Heated water circulation and temperaturo maintenance systems (Mandatory]. Heated water circulation systems shall be in ❑ accordance with Sedan R403.5.1.1. Most trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shag be accessible. Manual controls shall be readily accessible. R403.I1.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return ❑ pipe shall be a dedicated retum 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. ❑ R403A1.2 Heat Was 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. 6l271201812:22 PM EnergyGauge® USA - FBC 51h Edition (2017) Compliant Software Page 2 of 5 TORY REQUIREMENTS - (Continued) ❑ R403.5.5 Had traps (rfAandalwy). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on loth the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water One located as close as possible to the storage tank. 0 LJ Fol 11 11 1-1 LRJ Water heater efficiencies (Mandatory). 14403.5.6.11.1 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 shah be from 100°F to 14WF (36°C to SVC). R403S.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shah 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 burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water taeating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table 0404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Proviskms, for the type of equipment installed. Equipment used to provide heating funcllons as part of a combination system shah 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 water4miing 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 shah 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 tics following criteria: Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and Be installed at an orientation within 45 degrees of true south. 13.6 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 wholb-hoi mechanical ventilation system, tans 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. 11403.6.2 Yentllatlon air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shah meet the following criteria: 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. No ventilation or air-conditlaiing system make-up air shall be provided to conditioned space from attics, aawispaaes, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 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 calling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. 7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shah 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 shah 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 (CFMMIATr) AIRFLOW RATE MAXIMU (CFM) Range hoods Any 2.8 titian Any in -One fan Any 2.8 c itwatt Any Bathroom, utr7ity room 10 1.4 dndwatt <90 Bathroom, utility room go 2.8 chilwaf Any t i For S1:1 cfm = 28.3 tJmtn. 61271201812:22 PM 18. When tested in accordance with HVI Standard 916 EnergyGaupO USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5 11 ❑� ❑� TORY REQUIREMENTS • , (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be sele+xed so that its total capacity is not less Own the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manuracturer's product lines. The corresponding latent capacity of the equipment shall not be less then the calculated latent load. The published value forAHRI total capacity is a nominal, rating -beat value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shad be for the indoor dry bulb and relative humidity used for the bad calculation and shag be adjusted for mWm side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. \, Attached single- and muPgpte-family residential equipment sizing may be selected so that its cooling capacity is lass than the calculated total sensible load but not less than 60 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple4uniy units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.U.1 Haan pumps. Had pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shag not be more than 1.15 times greater than the design cooling load even it the design heating load is 1.15 times greater than the design cooling load. R403J,1.2.2 Electric resistance fumaoss. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403J.1. R403.7.1.2.3 Fossil fuel heating equipment, The capacity of fossg fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for speGal occasions. Residences requiring excess cooing or heating equipment capacity on an ldermittent basis, such as anticipated additional bads caused by major entertainment everts, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the Wowing options: A separate Cooling or heating system is utilized to provide cooling Or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems searing multiple dwelling units (IAsn(1efory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC--Commercial Provisions in lieu of Section R403. R403.8 Snow melt and Ice system controls (Mandatory) Snow- and ice -mailing systems, supplied through energy service to the building, shall Include automatic controls capable of shutting off the system when the pavement temperature is above 5VF (IWC), and no precipitation Is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40"F (4.11T). 10 Pools and pemnanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shag be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readlly accessible on -off switch that Is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (814 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat Such switches shaft be in addition to a circuit breaker for the power to the heater. Gas fired heaters shall not be equipped with continuously burning ignition pilots. RO&II0.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this Section. Exceptions: Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems, 3. Where pumps are powered exclusively from on-sAe renewable generation. R403.10.3 Covers Outdoor heated swimming pools and outdoor permanent spas shag 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: Where more than 70 percent of the energy for heating, computed over an operation season, is from srle-recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shag not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oilfired pool and spa 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 or LP gas shall not have continuously burring pilot lights. 627=812:22 PM t nergyGauge®t1SA - FBC 6th Edition (2017) Compliant Software Page 4 of 5 i 9 R40&10.5 Heat pump pool heaters. Heat pump pool heaters shalt have a minimum COP of 4.0 when tested in acoordanos with AHR111W, 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. �1 pftl1 Porbbie apes (Marndatorft energy consumption of electric -powered portable spas shall be controlled by the reauirarnents of APSP-14. SECTION R404 ELeCTRICAL POWER AND LIGHTING SYSTEMS R404.1 U9 ng egWpment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting foduros shall be gh-eificacy lamps or not less than 75 percent of the permanently installed lighting fodures shall contain only high-eftacy lamps. Exception: Low -voltage 10hting. R404.1.1 Ughfing equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 12:22 PIN EnergyGaugeS USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 FILE COPY Building & Regulations Division Product Review Affidavit Building Permit # Owners Name Icy ►a a r 1 % ompsnto R ST. Lucie County, Permitting ren Ann ra Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows � slF�eeA LH i''lo/_ 10 I I'GT '16,7DUSi?2tES C,A-S5L1b 11-0�1�►.Ico 31uo`� -rrAPCOiOS�Si' max,l=2.om co2rae-5 fYkAX. PWCk402 5PACItOG CIF %-:," AT 3ArARNS (- a (aT 1ie_AD vS�LLs (-*-13 PAQ1-teA•O AT TAPC-(ARCa,- 1-teA� a sAm05�. t�� TO �Avs: m,r,, I%y" am82o. i=LU-qU— �'-1O�110 5►-1-55Op I-1-OCc30.OS Mullions i rc�BE �ULI- OC3101 Fixed Glass +SO/ -I k(O PLO -SSLAC) 1-I-CXoI y.oCo AwN a->cpW *-10j-11© VAw-'b540 1-1 - OCO k LA, I$ S lights Sliding Glass Doors � � SvAeeT�1 + lots /- +O© kPOUSreAF-- j 5S'1® t-t -C7 Lia©.ocp E f13�2DTt�PCA�:S �Z- er�c+i OlF Swing Type Doors French Doors s► e-eriky -1-`t0/-'gyp uSTe�� �D-S�j�j 1-I-OSOLA.05 aa/y!� TAPOO�S gar e AU-k Notes 3/1co` It k3/y emacA, Garage Doors i Hurricane Protection Roof Ventilation Roof in .Material Cladding I have reviewed the above components or cladding and I have approved their wind loads and forces specified by current code provisions. Name: a- 1C.t=L-LY AQ-Ca-1 t-' eCXS Signature: Design Prof: tx---L-Ly Cert. No. $3�-1 1 in t s structure. These products provide adq>!at'e=Eistan¢e to•th. Date: —I / 31 /1-cg f. E AUG 0 3 f'Ai8 MIAMI•DADE ST. L.ucie County, Permitting DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (7W 315-2590 F (786) 315-2599 www.miamidade.gov/economy PGT Industries, Inc. COP-Y 1070 Technology Drive FILE North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "CA-5540" Outswing PVC Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5540C.0 titled "Vinyl Casement Window NOA (LM)", sheets 1.through 11 of 11, dated 09/09/14, with revision B dated 05/15/17, 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 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# 16-0714.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMFDADE COUNTY NOA No. 17-0614.16 e Expiration Date: Septemberl7, 2020 Approval Date: September 14, 2017 G� )17 Page 1 r PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS ' 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0420.11) 2. Drawing No. MD-5540,C.0 titled "Vinyl Casement Window NOA (LM)", sheets 1 through I of 11, dated 09/09/14, with revision B dated 05/15/17, 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, Durasealm spacer system, Super Spacer® NXTTM 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. 16-0 714. 11) 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 CA5540/CA5440 vinyl outswing casement windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8179, dated 03/31/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15 0420.11) 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 a series 5540/5440 vinyl fixed windows w/tube mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8174, dated 03/31/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0420.11) 4. Reference Awning Window Test Report No. FTL-8183, per TAS 201, 202 & 203-94, with an addendum issued by Fenestration Tasting La oratory, Inc. (Submitted under NOA No. 15-0420.11) Manuel P re P.E. Product Contro Ex finer NOA No. 1 -0614.16 Expiration Date: September17, 2020 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn. Miller, P.E. (Submitted under previous NOA No. 15-0420.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNTINLTED) 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. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014) and with FBC 6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0420. 11) 3. Proposal issued by the Product Control Section, dated 09/29/14 and revised on 10/15/14, signed by Jaime D. Gascon, P.E. (Submitted under NOA No. 15-0420.11) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS I. Notice of Acceptance No. 16-0714.11, issued to PGT Industries, Inc. for their Series "CA-5540" Outswing PVC Casement Window - L.M.I." approved on 25/16 and expiring on 09/17/20. Manuel P.E. Product Con.tr t Ex finer NOA N 17- 614.16 Expiration Date: September17, 2020 Approval Date: September 14, 2017 E-2 I MAX. JAMB C SEE TABLE 48 4• N MAX. BUCK WIDTH SEE TABLES 48 r—B• SEE SHEET 3 i VISIBLE LIGHT HEIGHT i T- MAX. BUCK HEIGHTSEE TABLES 4-8 A. SEE HEET3 MAX. BUCK WIDTH _ SEE TABLES 48 r 1 25° MAX, MAX. O.C. SEE ` D, SEE SHEET 4 I 1 TABLES 4"-8 I }TELL I /VISIBLE MAX. BUCK / LIGHT HEIGHTSEE 63 HEIGHT TABLES 48 FI AS: 1 LE C i / C. SEE • SHEET 4 1 I VISIBLE 1 LIGHT I WIDTH IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES PER OPTIONS, SEE TABLES 4-8, SHEETS 8-9 FRAME ASSEMBLY TUBE MULL, SEE /—SHEETS 5.6 FOR ANCHORAGE DETAILS COMBINED WIDTH VISIBLE LIGHT / HEIGHT MAX, E E,HE SHEET E UBE VGTH VISIBLE LIGHT WIDTH Mj B D.Q. SEE TABLES 4-8 — 4 MAX. (TYP.) MAX. O.C. SEE 28' MAX. O.C. l MAXTABLES 4-8 ADDITIONAL ANCHORS FOR FRAME {I I �— 4' MAX. 1.25' MAX. --►� I-+-- D ASSEMBLY TUBE, SEE SHEET 5 h _ 28° MD.C. TYP. EQUAL-LEG/BOX & TYP. INTEGRAL FIN & J-CHANNEL TYP. X-X EQUAL-LEGBOX & FLANGE FRAME ANCHORAGE FRAME ANCHORAGE FLANGE FRAME ANCHORAGE GENERAL NOTES: SERIES 5540 IMPACT RESISTANT, VINYL CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). VISIBLE LIGHT FORMULAS 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 3(Y IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. WIDTH: BUCK WIDTH-6-3/4' 3) FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, HEIGHT: BUCK HEIGHT ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-12° THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN GENERAL NOTES .................................................... 1 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). ELEVATIONS............................................................ 1 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD FRAME, GLASS & ANCHOR OPTIONS ................ 2 BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION, FLANGE 8 EQUAL LEGG................ 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL...... 4 6) MAX 1W SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, FRAME ASSEMBLY TUBE ....................................... 5-6 BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. GLAZING DETAILS .............................................. 7 DESIGN PRESSUREESS.............................................. 8•9 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. BOM & ASSEMBLY ................................................... 1D-11 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. CODES/STANDARDS USED: 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION 10) REFERENCES: TEST REPORTS FTL-8139, 8174: ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & -ASTM E1300-09 BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA•S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ANSI/AF&PA NOS & ALUMINUM DESIGN MANUAL •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM•2015 11) PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA. INC. •AISI S100.12 •AISC 360-10 12) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL PRODUCFItEVISEs$S is wmpl",s wish dw 0 * 14 t Bpilft Cods ��� A—P--Na %%D,1 Product cozar 05/15/17 - JR - UPDATED n TO FBC 2017. MOVED x ANCHORS TO CORRECT FRAME CHANNEL. `L d. aloa U) 0 U v (JN ®wN 0LL� uu ei0 2 oF¢ _ oN Ewa WUco c�Oa 'J' v Z n > v z Q Z� S 0❑ W W LL O m Z_ ❑ ® F- a W W0 W 'Z Z aeon o 0 v Lo O Z W W Q > C7 0 `I1t 1I11111/// / LYN/y�� * ; No. 58705 A•1� G r( I�- 'c�= OX\'., ST TE F I- /`,S, TONAL A. LYNN MILLER, P.E. P.Eft 58705 TABLE 1: Glass Type Description Table # Sheet # 5- 7/6." Laminated I.G.: 118" A Exterior Cap + 7/16" Air Space + 5116" Laminated: (2) Liies. of 1/W A Glass with .090' PVB Intedayer 4 8. 6 70 laminated I.G.: 1/8" T Exleribr Cap + 7/1(i Air Space + 5(16" Laminated; (2) Lites of l/8' A Glass with .09V PVB Intedayer . 5 8 7 7/8" Laminated LG.: 3/16" A Exterior Cap + 3/9' Air Space + 5116" Laminated; (2) Lites. of 118'.A Glass with .090' PVB Intedayer 6 9 8 7/8' Laminated I.G.: 3116" T. Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Utes of 118" A Glass with .69D' PVB Intedayer 6 9 9 7/8' Laminated I.G.: 1/6" A Fxtedor Cap + 7116" Air Space + 5115' Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 7 9 10 7/8" Laminated I.G.: %" T Exterior Cap + 7/16" Air Space + 5116' Laminated; (2) Uies oft 8" H Glass With .090" SG Intedayer 7 Q 11 718" Laminated I.G.: 3116" A Exterior Cap + 318" Air Space + 5116' Laminated; (2) LBes of 1/8' H Glass with .090' SG Intedayer 7 9 12 7/8' Laminated I.G.: 3/16' T Extedor Cap + 31W Air Space+ 5/16" tsminaled; (2) Lites of 118' H Glass. With .090' SG Intedayer 7 9 13 7/8' Laminated I.G.: 11Q' A Exterior Cap + V16' Air Space + 7116" Laminated; (2) Utes of 3/16" A Glass with .090" SG Intedayer 8 9 14 7/8' Laminated. LG.:1/8" T Exterior Cap + 5116- Air Space + 7116" Laminated; (2) Lites or3/16" A Glass wdh.090' SG Inferlayer' 8 9 15 7/8' Laminated I.G.: 3/16" A Exterior Cap + 1/4" Air Space + 7116' Laminated; (2) Utes of 3/16" A Glass' with .090" SG Intedayer 8 9 16 718' Laminated I.G.: 3116' T Exterior Cap + 1/4' Air Space + 7/16' Laminated; (2) Utes of xi 6" A Glass with .090" SG Intedayer 8 9 Group Anchor Substrate Min. Edge Distance Min. Embedment- A #19 SMS (steel, 189 S.S. or 470'S.S.) P.T. Southern Pine (SG=0.55) /16" 1318" Steel, A36' 318, 0.050' Steal Stud, A653 Gr. 33' 3/8' 0.D451" (18 Go.) Ahorl nurh,.6063 T5' 3/8, 0.050' 3(le steel tttmcon P.T. Southern Pine (SG=0:55) 7116' 1318" Concrete (niln. 2.85 ksi) T 1-3/8' Urgrcoted CMU, (ASTM C90) 2-112' 1-1/4' B #12 SMS (steel. 18-8 S.S. or41GS.S.) P.T. Southern Pine {SG- .55) 9116" 1{YS" Steel; A36' 3/8' 0.050' Steel Stud, A653Gr. 33' 3I8' 0,045.1'(18Gal Aluminum. 6063 TS' 318. 0.6W 1/4' steel Uitracon P.T. Southern Pine (SG=0.5S) 1' 13/8' 114" steel Crete9ex P.T. Southern Pine (SG=G.S5) V 1-38" 1/4- steel Aggre- iator P.T. Southem Pine (S.G=0.55) 1' 1.318' C 114' steel Ultradon Concrete (min. 2.85 ksl) 1' 1-314' U.grouted CMU, (ASTM C•90) 21/2' 1-1/4' 1/4' steel Cretetex Concrete (min. 3.35 ksl) 1" 1314" 1/4' st6e1 Ultracon CD=rele (min ZB5 ksi) 2-112, 1,XV D 1/4' steel Cret.A x Concrete (min. 3.35 ksi) 2-1/2' 131'r Urgmuted CMU, (ASTM G90) 2-112' 1.1le 114" steel Aggre-Gator Concrete min. 3275 ksi 1-112' 13B' Grelded CMU, (ASTM C90) 2' X nm.. yr arnnr�.ua ncruNu me mclnt auoarrwrc, 'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Teal a �. enlrunoe inreTer i en wonnr_u rnrter_onr -A"-ANNEALED "H' = HEAT STRENGTHENED '7' =TEMPERED 'PVB' = .090' TROSIFOLG PY8 BY KURARAY AMERICA, INC, -SG' = .090- SENTRYGLASS INTERLAYER BY' KURARAY AMERICA, INC. GLASS TYPES 9 THROUGH, 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES. GLASS TYPES 5,.7. 9, 11, 13 815 MAY NOT BE USED IN THE HVHZ ABOVE 30'. SILICONE HOT+AELTaLrn STRUGTURAI. STRUCTURAL SILICONE114` NOM. FOAld, ]/16' NON POLYISOBUiYLENE WITH WITH DESICCANT DESI3CINT IXT. GLASS E1CT. fiX1 INT. GLASS INT. GLASS KODiSPACE tc, SUPER DURASEAL'S 4SG_TPS SPACER NXT7 °2 SPACER Material Min: Fy Min. Fa Steel Screw 92 ksi ' 120 ksl 18-8 Screw 60 ksl 95 ks( 410 Screw 90 ksi 110 ksi EiFo Aggre-GatorO 57 ksi 96 ksi Elco'UluaConS 155'ksf 177ks1 410 SS Elco CreteFlex® 127.4 ksl 189.7 ksl 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksl 58 ksi Gr, 33 St.1. Stud 33 ksi 45 kst' Group Anchor Substrate Min. Edge Min. Distance Embedment' 2112" Ring-ehank Rooting Nall P.T. Souhem Pine ($G=-55) 3/8, 2.7116" P.T. Southern Pine (SO=.55) 112, 1-318, #10 TrussheadSMS Aluminum, 606345' 318' 0.050, (s4 1S $.S, Steel Stud, Gr. 3T 318" 0.0451" (18 GIL) F or or 410 S.S.) 81ee1i A351 318' 0.05T P.T. Southern Pine (SG=.55) 9116" 1-218, #12 SMS (steel, 184 S.S. Aluminum, 6063-T5' 3/8' 0.06T 'Steel Stud, G1. 33' M. 0 050. or'410 S.S,); Steel, A36' 318' 0.050" MrN.Ur J'1NKS UJCCTUNU 1F1t Mt fAL .�UtlS IrtA1C. POLYLSO. OESICCANT FILL AREA BUTYLENE SIt6"NOIA, SEAL I .. SEAL ROLL-FORMED-FORMEDILICONE S STAINLESS STEEL iI II EXT..GLASS PIT. GLASS. XL EDGE' EXTERIOR SPACER a r, WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW. FLANGLEG r BOXOREQUAL 0 4 J-CHANNEL Q IINT 5r NU I C Jtt UC IAa.J ANU UIMtNblUNJ UN t.NCC I 11 Part# Description Material 100 Kommeding 4SG'TPS Spacer System 101 lluanex Super Spacer nXr with Hot Melt Butyl See this* Sheet.for 102 Quanex Duraseal Spacer Materials 103 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 8 8970 112" NOM.GLASS SITE TYP. ,liODUCr REVISFA m ..0y1n8 with the Fiorida It0dies Code Acwptmw No LYNN TYP. GLAZING DETAIL �,���''oceNSF * tJo, 5&705 VINYL CASEMENT WINDOW NOA (LM) $ 9/9114 _ = o GLASS/ANCHORS/FRAME OPTIONS o JROSOWSKI =� 1 MOT.., CERT. OF AUTH. 1'070 ECHNOLOGY'DRIVE m05/15/17-A-ANCHORSRE-GROUPED. `,5,��� CONAL�E�G�� PYRIGHT m2017 PGT INDUSTRIES, INC. N. VENICE, FL 34275 v - . LL RIGHTS RESERVED (941)-480-1600' t CA-554Q ° NTS r 2 OF 11 o z MD-5540C,0 z B A. LYP EMILLER.805P£ I INSTALLATION 2X WOOD FRAME OR BUKSTRIP,SEE INSTALLATION OPTION 2 INSTALLATION OPTION 3 OPTION 1 NOTE 2, THIS SHEET, ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. ANCHORED THROUGH SEE NOTE 2, THIS SHEET. FRAME INTO C WOOD SEE SHEETS 10 & 11 1!4'MAX, BHIM L— EMBEDMENT FRAME OR BUCKSTRIP. FOR HARDWARE 1!4' MAX. SHIM SEE NOTE 2, THIS SHEEP. 0 EMBEDMENT FLANGE EMBEDMENT -t4— 80 4 88 EDGE FRAME + I O SHOWN o o �� DISTANCE EDGE < • "d ❑ L114" MAX. SHIM 6 DISTANCE 0 15 aO� TYP. ANCHOR TYPE, - EMBEDMENTAND ❑ TYP. ANCHOR TYPE. g EDGE DISTANCE PER ED EMBEDMENT AND SUBSTRATE, SEE EDGE DISTANCE PER SEE SHEETS TABLE 2, SHEET 2. Q o O SUBSTRATE, SEE 10 & 11 FOR TABLE 2, SHEET 2. HARDWARE 11 2 TYP. ANCHOR TYPE. ; (HINGE JAMB) () EMBEDMENT AND EDGE o I 63 HD REINF. O Q g5 DISTANCE PER SUBSTRATE, FLANGE 15 11 Imo' VISIBLE LIGHT WIDTH —r- 62 E�•ERIOR SEE TABLE 2, SHEET 2. (LOCK JAMB) FRAME HD REINF. EQUAL- LEGIBOX SHOWN FRAME EQUAL - ❑ NOTES: BUCK WIDTH SHOWN 0 1)USE ONLY HORIZONTAL SECTION A -A G)00 SUBSTRATE -APPROPRIATE SHOWN WITH HEAVY-DUTY SASH, SEE SHEETS ANCHORS LISTED ON TABLE 2, HINGE & REINFORCEMENT BUCK VISIBLE SHEET 2. FOLLOW EMBEDMENTAND LIGHT 10 & 11 FOR EDGE DISTANCE LIMITS. ANY DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. HEIGHT HEIGHT HARDWARE INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES. TABLE 2, SHEET 2. 5 BE USED ON ANY SIDE OF THE 1/4' MAX. WINDOW. SHIM 1p D 114° MAX. SHIM STD. REINF. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET STANDARD SASH RAIL 2. ALL WOOD BUCKS LESS THAN O'----V o 72 HINGE &REINFORCEMENT. 1-1/2'THICK ARE TO BE CONSIDERED o 87 (ALL SIDES) 1X INSTALLATIONS. IX WOOD BUCKS SEE SHEETS 10 & 11 ARE OPTIONAL IF UNIT IS INSTALLED - 11 FOR HARDWARE DIRECTLY TO SUBSTRATE. WOOD Q ' BUCKS DEPICTED AS 2XARE I-1/2' TYP. ANCHOR HD REINF. 0 THICK OR GREATER. 1XAND 2X ❑ TYPE, EMBEDMENT ❑ EXTERIOR BUCKS (WHEN USED) SHALL BE AND EDGE DESIGNED AND SECURED TO FLANGE EQUAL PRODUCT R$VISPD PROPERLY TRANSFER LOADS TO DISTANCE PER EXTERIOR amn with the Flmd. FRAME LEGBOX Alvin$ SEE SHEETS THE STRUCTURE. W000 BUCK SHOWN SUBSTRATE, SEE FRAME Ruilditt6 Cade ! / 14. 10, 10 & 11 FOR DESIGN AND INSTALLATION IS THE If�t) TABLE 2, SHEET 2. SHOWN �' HARDWARE qOp TYP. ANCHOR TYPE, EMBEDMENT RESPONSIBILITY OFTHE ENGINEER ICJ (HINGE JAMB E.pimeio Date AND EDGE DISTANCE PER SHOWN) OR ARCHITECT OF RECORD. By SUBSTRATE, SEE TABLE 2, SHEET 2. EXTERIOR Mimi ada product EQUAL-LEG/BOX 1/4° MAX. SHIM 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION nn INSTALLATION FRAME SHOWN ❑ (ALSO REFERRED TO AS DAYLIGHT OPTION V OPTION _ OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH • I BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL ,`N�,.•••••••-• L\CENSE'�- EMBEDMENT P'•��' * : No. 58705 VINYL CASEMENT WINDOW NOA (LM) g 9/9/14 VISIBLE LIGHT FORMULAS " FLANGE 8t EQUAL-LEG/BOX FRAMES om J ROSOWSKI '• ' EDGE DISTANCE o` o �� •.• ST TE F INSTALOPTIONTION VERTICAL SECTION B-B HEI H BBU KHUCK IEI HT-6.314' 8 '�`s�• c�ORID%`,••'G���� ANCHORED THROUGH SHOWN WITH HEAVY-DUTY SASH, CERT. OF AUTN. N29296 '�,; OVAL FRAME DIRECTLY INTO HINGE 8 REINFORCEMENT 1070 TECHNOLOGY DRIVE ' 05/15/17 - JR - NO CHANGES THIS SHEET. CONCRETFJCMU. COPYRIGHT02017 N. VENICE, FL 34275 v PGT INDUSTRIES, INC. 4� A. LYNN MILLER, P.E. ALL RIGHTS RESERVED (941)-480-1600 N CA-5540 ,� NTS 30F 11 az MD-5540C.0 �= B PE,95g705 INSTALLATION OPTION 5 ANCHOREDTHROUGH 1/4' MAX. SHIM INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE r EMBEDMENT EDGE DISTANCE NOTE 2, THIS SHEET. TYP. ANCHOR EDGE DISTANCE TYPE. EMBEDMENT AND EDGE J-CHANNEL DISTANCE PER FRAME SUBSTRATE, SEE SHOWN TABLE 3, SHEET 2. 114' MAX. SHIM i o ❑ J TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT 15 QO❑ AND EDGE DISTANCE PER SEE TABLE 3, SHEET 2. i 6 I (NAIL SHOWN) SEE SHEETS 10 & 11 FOR — HARDWARE I HD BUCK VISIBLE HEIGHT LIGHT HEIGHT 72 11 HD REINF. EXTERIOR SSHEETS 10 & 11 FOR - HARDWARE INTEGRAL FIN FRAME SHOWN SEE 108 HAP STANDARD SASH RAIL HINGE & REINFORCEMENT. 87 (ALL SIDES) _SEE SHEETS 10 & 11 FOR HARDWARE INSTALLATION OPTION 5 ANCHOREDTHROUGH INTEGRAL FIN INTO 2X EMBEDMENT WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. VERTICAL SECTION D-D SHOWN WITH HEAVY-DUTY SASH. HINGE & REINFORCEMENT INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN 2X WOOD FRAME OR BUCKSTRIP. INTO 2X WOOD FRAME OR BUCKSTRIP. 1/4' MAX. SHIM SEE NOTE 2, THIS SHEET. SEE NOTE 2. THIS SHEET. �-�( �— EDGE DISTANCE SEE SHEETS 10 & 11 FOR HARDWARE I/}Ililll ICI I-Irl, uu o T��.T!CR INTEGRAL FIN OJTR_�_l FRAME J-CHANNEL 15 FRAME HD REINF. VISIBLE LIGHT WIDTH RIOSHOWN NOTES: SHOWN BUCK WIDTH 1) USE ONLY SUBSTRATE -APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2 & SHOWN WITH HEAVY-DUTY SASH. 3. SHEET 2. FOLLOW EMBEDMENT HINGE 8 REINFORCEMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN DADE APPROVED MULLION. FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE USED ON ANY SIDE OF MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLES 2 & 3 SHEET2 THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.12' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OFTHE 4i ENGINEER OR ARCHITECT OF INTEGRAL FIN RECORD. FRAME SHOWN 114' MAX SHIM 3) VISIBLE LIGHT WIDTH OR INSTALLATION �114'MAX. SHIM HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED OPTION 7 FROM BEADING TO BEADING. ANCHOREDTHROUGH FRAME INTO METAL. EDGE DISTANCE VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6.3/4' HEIGHT: BUCK HEIGHT -6.3/4' TYP. ANCHOR TYPE. EMBEDMENT —AND EDGE DISTANCE PER CERT. OF AUTH. tl292B6 SUBSTRATE. SEE TABLE 3, SHEET2. 1070 TECHNOLOGY DRIVE (SCREWSHOWN) COPYRIGHT92017 N. VENICE, FL34275 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED (941)-480-1600 1/4' MAX SHIM TYP. ANCHOR u TYPE. EMBEDMENT >� — AND EDGE 10 DISTANCE PER SUBSTRATE, SEE FIN AND/OR O�0 TABLES 2 & 3. FLANGE MAYBE SHEET2. REMOVED IN -FIELD EXTERIOR v INSTALLATION OPTION 8 ANCHOREDTHROUGH FRAME INTO METAL VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14 o J-CHANNEL & INTEGRAL FIN FRAMES ;cod J ROSOWSKI 05115/17 - JR - NO CHANGES THIS SHEET. CA-5540 NTS OF 11 oz MD-5540C.0 EMBEDMENT TYP. ANCHOR TYPE, _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3. SHEET 2. 7RODUCTREVISPU m complying wiLS ft FlmidA Buing ldiCode Aut "s e14o;7-04v4.16 IQC1V' ...... No. 58706 •'moo` S70NAL ' '11111111t111\ A. LYNN MILLER. P.E. P.EX 58705 ILLUSTRATION OF CASEMENT -TO -CASEMENT (X-X) (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) A) INDIVIDUAL COMPONENTS: 5540 SERIES CASEMENT WINDOW TUBE/MULL FRAME AT—T 5540 SERIES N CASEMENT / \WINDOW MAXIMUM DESIGN PRESSURE WHEN USING THE FRAME ASSEMBLY TUBEIMULL, SEE NOTE 2: +/- 70.0 PSF B) COMBINED COMPONENTS: 8' MAX, SEE NOTE 3, THIS SHEET 4' MAX ADDITIONAL MULLION ANCHOR 4' MAX. —+I SEE NOTE 3, THIS SHEET WINDOW / \ \ ANCHOR / \ E E / \\ 63' MAX. \ / -t 61-1/4' MAX. C) HORIZONTAL SECTION E-E: SHALLOW, FLUSH CAP 5540 SERIES 5540 SERIES CASEMENT CASEMENT WINDOW-A -�WINDOW FRAME ASSEMBLY TUBE/MULL `♦`MIN. # 10 X 3/4' SMS @ 17' DEEP, FLUSH CAP MAX O.C. THROUGH EXTERIOR INSTALLATION HOLES, SEE WINDOWS APPROVAL FOR SEE SHEET 6 FOR FRAME ANCHOR INFO. ASSEMBLY TUBE(MULLION DETAILS ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT (X/)(/O) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) A= 63' MAX. FOR FIXED CASEMENT A) INDIVIDUAL - 40' MAX. FOR CASEMENT B) COMBINED COMPONENTS: A-60'MAXIFORAWNING COMPONENTS: 5540 SERIES AWNING WINDOW r-- A -•�••� FRAME ASSEMBLY—,, TUBEIMULL \4 F i 5540 SERIES \ 127-1/4' MAX \ CASEMENT WINDOW FRAME ASSEMBLY TUBE/MULL VERTICAL SECTION F-F WINDOW ANCHOR r 4' MAX. JL MIN. 410X314'SMS@ 17' M1AX O.C. THROUGH 4'. INSTALLATION HOLES, — SEE WINDOWS APPROVALFOR ANCHOR INFO. 127-1/4' MAX ADDITIONAL MULLION ANCHOR SEE NOTE 3, THIS SHEET VERTICAL SECTION G-G 5540SERIES EXTERIOR FIXED CASEMENT WINDOW y B'MAX.• MIN.#10X3/4-SMS@17- SEE NOTE 3, MAXO.C.THROUGH THIS SHEET INSTALLATION HOLES, SEE - 'UNDER SEPARATE APPROVAL WINDOWS APPROVAL FOR ANCHOR INFO. FRAME ASSEMBLY TUBE/MULL NOTES, ALSO SEE NEXT SHEET 1) DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE. TYPE, SHAPE, QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. 2) ANY 6540-SERIES CASEMENT, FIXED CASEMENT (UNDER SEPARATE APPROVAL) OR AWNING WINDOW (UNDER SEPARATE APPROVAL) MAYBE ATTACHED TO THE FRAME ASSEMBLY TUBEIMULL. IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. FOR ALL WINDOWS IN THE ASSEMBLY, USEEACH WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY. 3) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON THIS SHEET, ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEGIBOX FRAMES. FOR FIN OR JCHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. 4) FOR FLANGE OR EQUAL-LEGIBOX FRAMES, THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOWN IN DETAILS, WITH MIN. #10 X 314- SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCT'S APPROVAL, UP TO 1T MAX. O.C., ADD ADDITIONAL ANCHORS AS NEEDED. THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 5) THE FRAME ASSEMBLY TUBEIMULL MAY NOT EXCEED 63- IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY NOT EXCEED A TOTAL OF 127-1/4' IN WIDTH OR HEIGHT. FROM WINDOW BUCKTO WINDOW BUCK, INCLUDING THE FRAME ASSEMBLY TUBEIMULL WIDTH. 6) SHEET 5 & 6 REFER TO UNCLIPPED MULLION ASSEMBLIES. FOR CLIPPED MULLION ASSEMBLIES SEE TUBE MULLION UNDER SEPARATE APPROVAL COPYRIGHT 0 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED Ry. - CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 VINYL CASEMENT WINDOW NOA (LM) 2 9/9/14 FRAME ASSEMBLY TUBE DETAILS A ILd J ROSOWSKI I '�I 05/15/17 - JR - NO CHANGES THIS SHEET. I CA-5540 121 NTS hI 5 OF 11 MD-5540C.0 5540 SERIES AWNING WINDOW (SILL) SHALLOW, FLUSH CAP FRAME ASSEMBLY TUBEIMULL 5540 SERIES CASEMENT WINDOW (HEAD) 5540 SERIES CASEMENT WINDOW (SILL) SHALLOW, FLUSH CAP FRAME ASSEMBLY 5540 SERIES FIXED CASEMENT PRODUCT RI3VISED . e plying wilt, the Florid. avilding Code 1 Eucimd.. Datee '1`a �•``�tN`( LYNN * No.58705 � ' �'sS'°NALI0\ A. LYNN MILLER, P.E P.E# 68705 ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES END CAP TO SPAN BOTH INSTALL 7 ADDITIONAL GROUP F WINDOW ANCHOR WINDOWS, SEAL WITH ANCHORS THROUGH THE END CAP. SEE NOTE2, SHEET 5 SILICONE. EXTERIOR SIDE VIEW NOTES FOR FRAME ASSEMBLY TUBE END CAP: '— \- FRAME ASSEMBLY TUBEIMULL FRONT VIEW FRAME ASSEMBLY TUBE NOTE: 1) APPLIES TO FIN OR J-CHANNEL FRAMES. REFER TO SHEET 5 FOR THROUGH -FRAME ANCHORAGE AND THIS SHEET 2) REQUIRED AT HEADERISILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. FOR NAIL FIN ANCHORAGE DETAILS TYP. AT ALL FRAME ASSEMBLY TUBE ENDS 3) ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE, SEE SHEET 5. BOTH HORIZONTAL AND VERTICAL 4) END CAP MAY REQUIRE IN -FIELD TRIMMING. STANDARD LENGTH IS 14'. 1,250" 100" 3150' U�o� 'u SO FRAMEASSEMBLY TUBE, ALUM 6005-T5 I 1.874 ::�J .375" .060" J 91 SHALLOW, FLUSH CAP, PVC 1.874- --1 1 J .62r .060" DEEP.FLUSH CAP, PVC EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR .221" --( F-- REMOVE FOR I FIN APPLICATIONS. 1.440° 055" I•�— OFRAME ASSEMBLY TUBE 83 END CAP, PVC COPYRIGHT02017 1070 TECHNOLOGY DRIVE PGT INDUSTRIES, INc. N. VENICE, FL 34275 ALL RIGHTS RESERVED 1(941)-480-1600 EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBEIMULL. FOR TEES, CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED, TUBE MULLION UNDER SEPARATE APPROVAL 1-1/4' 81-1/4'MAX —�-I 81-1/4' MAX 'CASE. MAX CASE CASE 1 CASE T YNN1 �- 81-1/4" MAX 127-1/4' 2 OR MORE WINDOWS WITH VERTICAL MAX. L ]� FRAME ASSEMBLY TUBE/MULL. I (4 WINDOWS MAX) �— 127-114' MAX E/EMAX FIXEDT- CASEMEN I•— 127-1/4' MAX. 255-3/4' MAX. -- 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBEIMULL. VARIOUS WINDOW TYPES AND SIZES (4 WINDOWS MAX.) 127-114" MAX. I 127-1/4 MAX G/ 255. MAX 127-114" I _ MAX. i CASE 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBE/MULL. A= 63' MAX FOR FIXED CASEMENT A= 40" MAX. FOR CASEMENT �►-- A -y A= 60'MAX l 1-1l4° FOR AWNING FIXED CASE. \ \ 255-3/4' MAX 127-1/4° MAX PRODUC"1']2EVtSED tss cotn24yhlg with the Florida / CASE 1 J / \ AWN.' 3aitdi gcode AI7-OTC )4 ca terse N4 F<cicutiun Daze, 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBE/MULL VARIOUS WINDOW TYPES AND SIZES. 'UNDER SEPARATE APPROVAL VINYL CASEMENT WINDOW NOA (LM) 0 919/14 FRAME ASSEMBLY TUBE DETAILS B o, J ROSOWSKI 0 05/15/17 - JR - NO CHANGES THIS SHEET. CA-5540 y° NTS N 6 OF 11 o z MD-5540C.0 & z B 1111t ... rr,,//' oN CENSF �il�F NO. 58705 "one q o ' CC 'f ORION.." S C`NA� IEN�``�\ A. LYNN MILLER. P.E. P.E.# 58705 -1 7/8`"NOM. 5/16" A/A PVB 7/16" AIR SPACE- 1/8" A_ GLASS- G] EXTERIOR II/ \IIII GLASS TYPE 5 7/8 .NOM. r 5116" H/H SG 7/16" AIR SPACE- 1 /8" A GLASS - a EXTERIOR GLASS TYPE 9 7/8"^NOM. 7/16" A/A SG 5/16" AIR SPACE— 1/8" A GLASS - aEXTERIOR GLAZING NOTES: GLASS TYPE 13 "A" = ANNEALED 'H" = HEAT STRENGTHENED T =TEMPERED 'PVB' = .090' TROSIFOL® PVB BY KURARAY AMERICA INC. 'SG' = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA INC. 1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 2) SEE TYPICAL GLAZING DETAIL ON SHEET 2. 5/16" A/A PVB — 7/16" AIR SPACE- 1/8" T_ GLASS - a EXTERIOR 7/8" NOM. r LYE GLASS TYPE 6 -I 718 .NOM. 5116" H/H SG — 7/16" AIR SPACE - 1/8" T GLASS - aEXTERIOR GLASS TYPE 10 -�-{ 718 ANOM. 7/16" A/A SG — 5/16" AIR SPACE- 1/8" T GLASS - a EXTERIOR -�{ 7/8" NOM. 5/16" A/A PVB — 3l8" AIR SPACE- 3/16" A_ GLASS - a EXTERIOR L Y� GLASS TYPE 7 -�{ 7/8" NOM. �•�- 5/16" H/H SG — 3/8" AIR SPACE- 3/16" A GLASS - a EXTERIOR 7/16" A/A SG — 1/4" AIR SPACE- 3/16" A GLASS - a EXTERIOR GLASS TYPE 11 718' NOM. �•�- GLASS TYPE 14 GLASS TYPE 15 GLASS TYPES 5, 719.11. 13 815 MAY NOT BE USED IN THE HVHZABOVE 30'. GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL • FIN FRAMES 5/16" A/A PVB — 3/8" AIR SPACE- 3/16" T GLASS - a EXTERIOR 718' NOM. �•+- GLASS TYPE 8 �•{ 7/8" NOM. 5116" H/H SG — 3/8" AIR SPACE- 3/16' T GLASS - aEXTERIOR 7/16" A/A SG — 1/4" AIR SPACE- 3/16" T GLASS - aEXTERIOR GLASS TYPE 12 7/8" NOM. GLASS TYPE 16 m 05/15/17 - JR - NO CHANGES THIS SHEET. W ]C i °w Q: iLs ❑ c u7 rn al°C O 0 O C) U N pw O to � c� ��� i N h •�B ❑ =w- a=' U Uo cOi�LU �°N v a s polo Z Q p z �Zrn O O z a Z 1 = W ¢ Z W y ❑u alO°s o U C7 z_ v U Z Q U > U elll �°sap salsas No. 58705 '011 YAL EtJ ```'. A. LYNN MILLER, P.E. P.E# 58705 TABLE 4: NOTES: 1 BUCK DIMENSIONS SHOWN. Window Design Pressure, (+/-psf) senaard U.11hta5e ) sash, HIM a for pass 5 118' A CAP, AIRSPACE, 1/8' A, .090• PVB, 118• A F kdorcene Type: 2) FOR SIZES NOT SHOWN, Window Buck Width On) ROUND UP TO THE NEXT Dimensions 24 26 28 30.683 31.052 31.431 31.819 32217 32625 31043 33.472 33.012 34.365 34.829 35.306 35.797 36 AVAILABLE WIDTH OR HEIGHT 48 +69-70 +69-70 +651-70 +69-70 +69.70 +65170 +65/-70 a651-70 +65/-70 +651-70 +651-70 +851-70 +65f-70 +85/-70 +65/-70 +65/-70 +OSI-70 DIMENSION. 60 +69-70 +65170 +651-70 +69.70 +65/-70 +651.69.7 +651.692 +651-68.6 +6968.1 +651.67.5 +6967 +651.66.5 +651.65.9 +65/-65.4 +/-64.9 a/-64.4 +/-64.2 66 +69-70 +69-70 +851-70 +65168.7 +65168.1 +65r67.5 +651.67 +651-66.4 +6965.8 +651.65.3 4164.7 +/642 +/63.6 +163.1 +/62.5 +/-62 +/.61.8 70 +651-70 +651-70 +65/-70 -65167.5 +65168.9 -65166.3 +65165.8 +65165.2 +164.6 +164.1 +/63.5 +/-628 +1624 +161.8 +/61.2 +f60.7 +/60.5 71.593 +651-70 +651-70 +65/-70 +65167.1-65166.5 +65165.9-65165.3 +/-64.8 +164.2 +163.6 +1.63 +/625 ."1.9 +/61.3 +/60.8 +160.2 +/-60 - - 72 +651-70 +651-70 +69-70 +65167 +65166.4 +65165.8 +65165.2 +164.7 +164.1 +163.6 .1629 +/624 +161.8 +/61.2 a160.7 +160.1 _ 73 +651-70 +651-70 +651-70 +65166.7 +65/66.1 +65165.0 +/65 +164.4 +163.5 +/63.1 +1626 +/621 +/61.5 +161 +/60.4 74 +651-70 +651-70 +651-70 +65166.5 +65165.9 +65165.3 +164.6 +/63.7 +162.9 +/623 +161.7 +/61.3 +/60.8 +/60.4 75 +65/-70 «651-70 +65/-70 +65/66.2 +65165.7 +164.7 +163.8 +/-63 +162.2 +/61.5 +/60.8 +/60.3 +/-59.8 = 76 +651-70 +651-70 +651-70 +65166 .65165.1 +/64 +163.1 +162.4 a161.6 a/60.8 +11150 a/-59A ° 77 +651-70 +651-70 +65/-70-65165.2 +/-64.3 41.63.3 +1625 +/61.8 +161 +/60.2 +/-59.3 0 78 +651-70 +65r-70 +65f-70 +/64.3 +/63.5 +162.7 +/61.9 +161.2 +1.60.4 +/.59.6 79 +651-70 +651-70 +651-70 +163.7 +/•62.9 +"2.1 +161A +/60.6 +/-59.6 so +651.70 +651-70 +651-70 +/63.2 +/62.4 +161.6 +160.8 +160 81 +651-70 +651-70 +65f69.8 4162.6 +161.8 +161 +160.2 82 +651-70 +651-70 +65/69.6 +162.2 +/61.3 +/60.5 83 +651-70 +651-70 +65169.5 +/61.7 +/60.9 84 +69-70 +69-70 +65/69.3 +/61,3 GLASS TYPES 5, 7, 9.11,13 & 15 MAY NOT BE USED IN TABLES: THE HVHZ ABOVE 30'. Window Design Pressure,(+/-psg SWd d the uds tatb SnsM1 Wise& far Gans G 1/8" T CAP, AIRSPACE, 118' A, .090" PVB, 1/8' A p�uiorceneN Type Window Buck Width (In) Dimensions 24 26 28 30.683 '31.052 31.431 31.819 32.217 32625 33.043 3&472 33.912 34.365 34.829 35.306 35.797 36 48 +651-70 +69-70 +651-70 +651-70 +69-70 +651-70 +651-70 +69.70 +651-70 +651-70 +651-70 +651-70 +69-70 +651-70 «651-70 +651-70 +651-70 60 +651-70 +69-70 .65170 +65/-70 +65/-70 +69.70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +69-70 +651-70 +65/•70 66 +651-70 +651-70 +65/•70 +65/-70 +65/-70 +651-70 +651-70 +651.70 +651-70 +651.70 +69-70 +651d0 +65/-70 +651-70 +651-70 +651-70 +65/-70 70 +69-70 +651-70 +65170 +65/-70 +651-70 +651-70 +651-70 +651-70 +661-70 +651-70 +65/-70 +651-70 +69-70 +69-70 +69.70 +69-70 +65/-70 71.593 +651-70 +657-70 +651-70 +69-70 +65/-70 +651-70 +89-70 +651-70 +651.70 +651-70 +651-70 +651-70 +651-70 +65169.6 +65169.2 +65168.7 +65168.6 72 +661-70 +69-70 +65/ 70 +651-70 +65/-70 +651-70 +69-70 +651-70 +651-70 +85J-70 +651-70 +651-70 +66169.7 +69692 +651.68.8 +65f68.3 73 +651-70 +651-70 +651-70 +651-70 +651-70 +69-70 +651.70 +651-70 +69-70 +651-70 +65169.6 +69.69.1 +65168.0 +65/-682 +66167.7 74 +651-70 +651-70 +65/-70 +651-70 +651-70 +65/-70 +651-70 +69-70 +65169.8 +69.69.2 +65J68.6 +69.68.1 +65/-6'7.6 +6967.1 m 75 +651-70 +69-70 +69-70 +69-70 +65/-70 +65/70 .69.70 +65J-70 .65169.1 +69ti8.4 +6967.6 +6967 +65166.5 PRODUCT RGViSBti cs wmpt};•tt8 with tits Fivrida � 76 +69-70 a651-70 +65/-70 +69-70 +65/-70 «89-10 +89.70 +65/69.3 +65f6B.4 *8967,8 +6968.7 +65166 77 +651-70 +651-70 +85170 +651-70 +651-70 +651-70 +65I-W.5 +65168.6 +65167.8 +65166.9 +65165.9 m' L 'reNon Bete 78 +fi9-70 +69-70 +651-70 +651.70 a65/-70 *85169.7 +85168.8 +65J68 +65167.1 +89-b6.2 79 +651-70 +651-70 +651-70 +69-70 +651-69.9 +65169 +65t68.2 +65/67.3 +W66.4 Ay Micnti �p3�#Pf.'ttuct 80 r651-70 *69-TO +65/-70 +65J•70 +6959.3 +85f68.4 +851.67.5 +65168.8 81 +651-70 +651-70 +651-70 +65169.6 -65168.7 +65167.8-65166.9 82 +661-70 «69-70 +65/-70 +65169.1 +696&2 «65167.2 `711I11IIIt/11j�/ 83 +65170 +651-70 a651-70 +696&6 +65167.6 `�.�NQCiY L.. 84 +651-70 +651-70 +65/-70 +656&1 : •' 1,%GENy.F VINYL CASEMENT WINDOW NOA (LM) o g/g/14 = * ; No. 58705 a DESIGN PRESSURE TABLES A m* J ROSOWSKI = ;ZTE -0 F CERT. OF AUTH. #2929fi m ���s1'•.c�ORID/`,••'G\�\� COPYRIGHTm2017 1070 TECHNOLOGY DRIVE a 05/15/17-JR-NOCHANGES THIS SHEET. '/iS',0NALIENt`�� PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941)-480-1600 CA-5540 y NTs m $ OF 11 o x MD-5540C.0 i B A LYNN MILLER RE vi an P.E.058705 MAX. JAMB O.C. SPACING IF ANCHORINGTHROWHTHE FRAME PER MAX D.C. SPACINGIFANCHORING SHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO B,COR DANCHORS APPLIES TO FANCHORS (SEETABLE 2) (SEE TABLE 3) 1267" q" MAX IAMB O.C. SPACING IF ANGHORINGTNROUGH THE FRAME PER MAX O.C. SPACINGIF ANCHORING THROUGHTHEINTEGRALFIN PERSHEET4 SHEETS 3 & 4 APPLIES TO B,COR DANCHORS APPLIES TO FANCHORS (SEETABLE2) (SEETABLE3) ]2.67" 4" TABLE 6: Window Design Pressure PRODUCT REVISED d semply:ug wish the Flerida Building Case Acuplaon No Y�-tD614•`!,p Erpimtion Dale By Mtzm Dude ProductCoalaol m 05/15/17 - JR -NO CHANGES THIS SHEET. LU Y 'l I TABLE 7: -� 0 � .I ��� - } n o z W. ala0 O v clj - MAX. JAMB O.L. SPACING IF pO � a 0 ANCHORING T14ROWHTHE FRAME PER O 'mow c e SHEET53&4 LL = L o APPUESTO B, COR DAN[HORS CJ (.)6 U C "I w - 00 n. zl eN (SEETABLE2) -c H W Y ¢O `JMO 30.03° o > d. Z m LU GLASS TYPES 9 THROUGH MAY NOT BE USED GLASS TYPES 5, 7, 9, 11. 13 f 8 15 MAY NOT BE USED IN C3 Z_ to F 0 J-CHANNEL OR INTEGRAL16 THE HVHZ ABOVE 30'. w - FIN FRAMES ® m H M TABLE 8: `� a W w araoS O N U �v C Z rib v Z W U 7 ap11 •asre0 sevas * No. 58705 - : _ - NOTES: =�0�'.E�f�F'.(V�� 1)BUCK DIMENSIONS SHOWN. ��� ,,F(ORID)' ,• \'C��� 2) FOR SIZES NOT SHOWN, NAL ROUND UP TO THE NEXT / / r 11 AVAILABLE WIDTH OR HEIGHT I f I I I DIMENSION. A. LYNN MILLER, P.E. P.E.# 58705 ,(+!-psf) �y-ab usea+mleole for Glass 7ypa: 7 & 8 ' 3116' A CAP, AIRSPACE, 118- A, .090' PVB, 1/8 A 8 3116 T CAP, AIRSPACE, 1l8' A, .090' PVB, 1/8' A Base, F610e a PeFforeerrent Window Buck Width On) Olmenslons 30.683 31.052 31.431 31.819 32217 32.625 33.043 33.4M 33.912 34.365 34.829 35.306 35.787 3fi 77.593 .65I.70 r85/-70 .fi5f-70 +Ba-70 +b5/-70 +85r-70 +65/-70 +851-70 +85/_70 +BSI-70 +85/-70 ±85r-70 +65/-70 +85/-70 72 +65!•70 +65r_70 +fi5f-70 +fi5f-70 +fi51-70 +651-70 +fi5f-70 +85!•70 +651-70 t651-70 t651-70 +651-70 +&5/70 +B5/-70 73 *65l70 +fi5f-70 +fi5f-70 +651-70 +fi51-70 +fi5f-70 +fi5f-70 +BSI-70 +fi5f-70 +651-70 +fi5f-70 +85f-70 +65/•70 +651-70 74 +65/-70 +fi5f-70 +651-70 +651-70 +651.70 +651-70 +fi5f-70 +BSr-70 *fi5f-70 +851-70 *fi5f-70 +651-70 +fi5f-70 tfi51-70 75 +fi5f-70 t651•70 +651-70 +651-70 +fi5f-70 +651-70 +651-70 +fi5f-70 +651-]0 t651-70 +65/•70 +651-70 +651-70 +fi5f-70 � 76 +65/-70 +BSI-70 +85/-70 +651-70 +fi5f-70 t651-70 +851-70 +651-70 +fi5f-70 +BSI-70 t65/-70 +651-70 +fi5f-70 +651-70 � 77 +651-70 +651-70 +651-70 +651-70 t651.70 +651-70 +fi5f-70 +8a-70 +85/-70 +65I.70 +fi5f-70 +651-70 +fi5f-70 t651-70 = 78 +fi5f 70 +651-70 +651-70 +65J-70 +651-70 +851-70 +65/-70 «651-70 +fi5f-70 +651-70 +651-70 *fi5f-70 +fi5f-70 +651-70 m 79 +fi51-70 +651.70 +651-70 +65r•70 +6Sr-70 +65I-70 *65/-70 +85I-70 +fi5f-70 *651-70 +fi5f-70 +85I-70 +6,1-70 +651-70 80 +651-70 +651-]0 +651-70 +651.70 +fi5f-70 +65!-70 +65/•70 +851-70 +651-70 +651-70 +65I-70 +651-]0 +fi5f-70 +651-70 81 «65/•70 rfi5/-70 +651-70 +651.70 +651-70 +fi5f-70 +851-70 +6S'•70 r65/-70 +651-70 +fi51-70 *fi5f-70 +fi5f 70 +651-70 82 +fi5f-70 +fi5f-70 +fi5f-70 +651.70 +fi5f-70 +651-70 +65J•70 «fi5f-70 +651-70 +651-70 +65/-70 +651-70 *fi5f-70 +fi5f-70 83 +65/•70 +651-70 +65/-70 +65/•70 +65/-70 *85/-70 +85/-70 +65r•70 *651-70 *BSI-70 +65I-70 +651-TO +fi5f-70 +651-70 84 +fi5f-70 +651-70 +fi5f-70 +651-70 +6a•70 +65-70 +651-70 t8a-70 +85/-70 7651-70 +fi5f-70 +fi5f-70 +fi5f-70 +fi5f-70 Window Design Pressure, (+/. psf) �y-ay saan, Ifiipe 6 ucetnutaeo far cress 1/8' A CAP, AIRSPACE, t!8' H. .090' SG, 1I8' H 8 1/B' T CAP, AIRSPACE, 118' H, .090' SG, 718' H 3li6' A CAP, AIRSPACE, 1!B° H. .090' 5G, 1/8' H 8 3f16" T CAP, AIRSPACE, 1/B' H, .090" SG, 1/B' H I�Morcerrent Type: � 12 Window Dimensions Buck Width M) 24 28 2B 30 32 34.005 35.705 36.621 38.OM;*�705!`;i0li-112 40 c 48 +701.110 +7a-110 +70/-110 *70%1t0 +70f-110 +70/-110 +7a-110 +70r-110 +7a-1 •110 f so +7o/-tm +7o/ato +7ol.�to +70/-110 +7or•110 +To/ -no +7a-t10 +7or-tta +]v-t r-nod7z*7o%no+7o1-1to+7or-1to+7a-t+7or-ttn+7a-tta+7oi-tto+7v-tto+7ta-ttn7s+7o/-no+]o/-tto+7]wor-1to+Ta-tm+]a1-11omea+7o/-no+Ta-t1or-no WlndowDeslgnPressu rCL Z. e ,(+!-psf) n��y�ty use8mraoG 1!8' A CAP, AIRSPACE, 3116" q .090' SG, 3'16" A 8 118" T CAP, AIRSPACE, a16" A .090' SG, 3l16" A IS asR Mnge 6 for Glens 13, 14, 3'16' A CAP, AIRSPACE, 3116" A .090' SG, 916' A 8 3�76' T CAP, AIRSPACE, 311G A .09J° SG, 3I76' A Rekforcensn Type: 15 8 16 Window Buck Width (n) Dimensions 34.005 34.414 34.834 35.284 35705 38.157 38.621 37.098 37.SB4 38.085 38.8 39.129 39.612 40 71.41 +7a-110 «70l-110 +7a•110 +70/-110 +701-110 +7a-110 +7a•110 +7a-110 +7a•110 *7a-110 «7a-110 +701-110 +701-110 +7a-710 72 +7a-110 *70J-110 +7a•11p +7a•110 +7a-110 •+ia-110 +7a-110 +7a-110 +7a-110 Na•110 +7a-110 +7a-710 +7a-110 73 +7a-710 +7a-110 +7a•t 10 +7a-170 +701.110 .7a-710 +7a-170 +701-110 +7a-110 +70J-110 +7a•7,0 +701.710 7a +7aa10 +7a-110 +7n'-1to +7a•no aaalo +7a-110 +7a-1,o +7o1-no +7a-110 +7o/-no aaatn 75 +7a-110 +701-110 +7a•t10 +7N-7t0 +70/-110 +70l-110 +7a-110 +701.710 «Ta-110 +7a-110 7s +7or-no +7a-110 +7aato +7a-110 aaalo as-110 +7aato .7o/ato aaam 77 +7a-110 +701.110 +70'•110 +701-1t0 +70l-7 t0 +7a-110 «7a-770 +701.710 = 7e «7aa10 t7a-no +m'-1to +Ta-710 aor-,m aaalo aa.7to s MAX.JAMBO.0 SPACING IF 79 +7a•110 •7a-110 r7a-110 +701-710 «70l-110 +7a-110 ANCHORINGTHROUGHTHEFRAMEPER 80 +701.110 +7a-110 +78'-tt0 +7a-t10 +70f-110 SHEET53&4 81 +70f•1t0 +70!•110 +7a•710 +7a-1t0 APPLIES TOB,CORDANCHORS s2 +7a-17o aolato +7aato 83 +7a•710 +70f-110 (SEETABLE2) MAX. JAMB O.C. SPACING IF MAX. JAMB O.C. SPACING IF MAX, O.C. SPACING IF ANCHORING ANCHORINGTHROUGH THE FRAMEPER THROUGH THE INTEGRAL FIN PER SHEEf4 APPLIES TO B,CORDANCHORS APPLIESTO FANCHORS (SEE TABLE 2) (SEETABLE 3) 12.67" 4" ATTACHED' FRAME JAI ATTACH] TO VE SIDE Po FRAME ie Helple Cq• leek Pam 12.2a9' 2 o•E6.7as• a '- 6 RS9• 0•-86.000- 6 ]ATTACHED TO FRAMEJAMB ATTACHED TO FRAMEJAMB ATTACHEDTO VENT SIDE RAIL 26 EXTERIOR ATTACHEDTO FRAMEJAMB RAME SILL 62 SHOWN ATTACHEDTO FRAME JAMB FRAME V LK I [UAL HARDWARE NOTES: LOCKJAMB 1) SOME PARTS/OPTIONS NOT SHOWN FOR CLARITY. 2) INTEGRAL FIN FRAME SHOWN. PART #1. OTHER FRAME TYPES APPLY. 2.615' —+{ n il�� 11 HD VENT REINFORCEMENT .316• �•{ tl 864' 301" HORIZONTAL HARDWARE SECTION 754• .035' —F---f FRAME SILL �9 IG GLAZING EXTRUDED 73 BEAD 80 SCREEN FRAME VERTICAL HARDWARE G-7. HINGE JAMB CERT. OF AUTH. 929296 COPYRIGHT 0 2017 1070 TECHNOLOGY DRI' PGT INDUSTRIES. INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941 )-380-1600 2.615' 2.583' I I I o00 .o7s• -- I .807' tr OSTANDARD VENT RAIL 1.168• 1.522° .075' _1 .D75' OSTANDARD VENT ' 10 REINFORCEMENT VINYL CASEMENT WINDOW NOA (LM) R 919/14 BOM & ASSEMBLYA J ROSOWSKI 05115117 - JR - NO CHANGES THIS SHEET. CA-5540 y NTS N 10 OF 11 2z MD-5540C.0 PRODUCT REVISED n emnrlying with the Florida Buildmg Cade Attepteam No 17-06/4.16 •'•UCENSF x : No.58705 >� _ "'I'l'ONAL EN�`� '11; 1111I%%,\ A. LYNN MILLER. P.E. P.EJt 58705 TABLE 9: # Part# Description Material 620125 Jchannel Frame PVC 2 620126 Flange Frame PVC 3 620127 integral Fin Frame PVC 4 620128 Equal Leg/Box Frame PVC 5 620130 Standard Vent Rail PVC 6 620173 HD Vent Rail PVC 10 620163 Standard Vent Reinforcement (Full Length) Alum. 6005-TS 11 620164 HD Vent Reinforcement (Full Length) Alum. 6005 75 15 1 6TP247 Weatherstrip, 65+/-1 duro. Flex PVC 20 7024 Multi -Point Lock C Steel 21 7011 Multi -Point Lock Flat Support Plate C Steel 22 varies with size Tte Bar C Steel 23 20222 Tie Bar Guide C Steel 24 7014 Multi -Lock Keeper C Steel 25 71024)(0562PPFX #1D•24 x 9116' Phl. PH Machine Screw SS 26 78)34PPTX410 #8 x 314" Phl. PH Tek SS 27 78XI12PSAX #8 x 1-12' Phi. FH Tek SS 28 1 20249/50 Dyad Operator (narrow vent <or = to 24), UR C Steel 29 20249X/SOX Dyad Operator narrow gent <or= to 24' , UR SS 30 20261/52 Dual Arm Operator wide vent>24'), lJR C Steel 31 20251X/52X Dual Ann Operator wide vent>24' , UR SS 32 7033 Dual Arm Operator Track SS 33 20241/42 HD Dual Ann Operator. UR C Steel 34 20241X/42X HD Dual Arm Operator, UR SS 35 20244 HD Operator Track SS 36 7031 Operator Backing Plate C Steel 37 1 20253 Operator Coxer 38 7030 Operator Gasket White Neoprene 39 Standard Handle C Steel 40 7018 Folding Handle C Steel 41 7019 T-Handle (ihumbtum) C Steel 42 78X12PPMSX #8-32x 1/2' Phi. PH Machine Screw SS 43 78S34PFAX #8 x 314' Phi. FH SS 44 78XIPSDX #8 x 1" Phl. FH Tek SS 45 7MC7032LHIRH Stud Bracket, L/R C Steel 46 7MC7032LHYJRH X Stud Smeket.UR SS 47 20243 HO Stud Bracket, non -handed C Steel 48 20243X HO Stud Bracket• n o"anded SS 49 73337LHIRH Egress Hinge, L/R C Steal 50 73337LFWRHX Egress Hinge, UR SS 51 73338LWRH Washable Hinge, UR CSteel 52 73338LHIXIRHX Washable Hinge, UR SS 53 20245/6 HD Washable Hinge, UR C Steel 54 20245X/6X HD Washable Hinge, UR SS 55 720247/8 HD Washable Hinge Track, UR C Steel 720247X/8X HD Washable Hi e Track, UR SS 78Xd4FPAX #8 x 314' Phi. FH w/ #7 Heed SS 731877 O erator Slide Plastic 73W Snubber C Steel P 720256 HD Snubber Die-cast Zno 78X12PPSMSX #8 x 1/2' Phi. PH SS 20197 Anchor HolePl PVC 720135 Lami IG Glazing Bead PVC' 74 Backbedding, GE 7700 or Dow 791 Silicone 76 71646N Setting Block /8' x 1x 1/8' , 85 +/- 5 duro. EPDM 80 67006 Extruded Screen Frame 84 47040 Screen Comer Key 85 7CASPM Tension Spring 86 61816C34 Screen Cloth 87 61635/24 .140' Screen Spline MachlnelHand Rolled 90 620160A Frame Assembly Tube Alum. 6005-T5 91 820177 Shallow Flush Cap PVC 92 620178 Deep, Flush Cap PVC 93 620132 Frame Assembly Tube End Cap PVC EXTERIOR f:�> MITERED FRAME 8 VENT CORNERS WITH INTERIOR AND EXTERIOR WELDS VENT ASSEMBLY DETAIL NOTES 1) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PART#1. OTHER FRAME TYPES, PARTS #2 - 4, APPLY. 3 ITEMS # 7 9 1114 16 19 59 61 6-1 73 N" 3.50(r CO -EXTRUDED U j 2.88D" K3 07S ��❑ 0 0 r 375' 219' OJ•CHANNEL FRAME ,375" OINTEGRAL FIN FRAME SCREEN ASSEMBLY DETAIL FRAME ASSEMBLY DETAIL 3.500" 0 EA HER I 'THESTRIP Ind 2.880' 075' or .219" — OFLANGE FRAME 3.500" 0 CO -EXTRUDED U 12.880" aoo�..1075' 0 0 219' OEQUAL LEGIBOX FRAME PRODUCT REVISED m cemplyioS with the Pborida Guitdiag Cede Anet>Imce Mot-�Ye14• @xoimuon Data AND L. RE NOT PART OF THIS 0 LYNNr��'', 4) ENERGI PVC TO BE LABELED FOR AAMA ��1:.•' OCENSF '• �C� EXTRUDER CODE. i= VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14 ` * NO. 58705 o BOM & ASSEMBLY B mT J ROSOWSKI ' STA EO CERT. OF AUTH. #29296 J: COPYRIGHT®2017 1070 TECHNOLOGY DRIVE a 05/15/17 - JR - NO CHANGES THIS SHEET, �i 70NAL1E��`� PGT INDUSTRIES, INC. N. VENICE, FL 34275 _ , . ALL RIGHTS RESERVED (941) 480-1600 CA-5540 NTS N 11 OF 11 g i MD-5540C.0 rr i B "' LYP E MILLER, ���P.E. oun�Y, Permitting MIAMI•DADE ST Lucie MIAMI-DADE COUNTY g PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 FILE COPY 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 (AIM. 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 "SH-5500" PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: 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 06/06/17, 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 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# 16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.05 Expiration Date: July 30, 2020 f l f2� ti7 Approval Date: November 30, 2017 1 // Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0519.05) 2. Drawing No. AM-SH5500-01 titled "Single Hung Window installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, 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; Duraseal® spacer system, Super Spacer® NXTr"I 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 Idahnis 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 window, 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 NOA 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 NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15- 9.05 Manuel rere4 P.E. Product Contro x iner NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. ' CALCULATIONS (CONTINUED) 2. Glazing complies with ASTM E1300-09 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 "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 "SentryGlasO (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 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 09115116, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014) and FBC 611, Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed 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 under NOA No. 1 5-0519. 05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.03) � ya 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 icing on 07/30/20. Man Pere P.E. Product Con rol E miner NOA No.-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 ANCHORAGE EXAMPLE FOR 28-1/8' MAX. O.C. RADIUS -TOP HEADER(SIM. 12' MAX. FROM FORALL FRAME SEAM BSEE WINDOW TYPES) SHEET3 A,SEET- B, SEE ,__�1 - 30' MAX O.C.12• AMX. SHEET 3t SHEETS A SEE..1� SHEET 3t II EQUALLY EQUALLY I I / 17.7/B° MAX. O.C. SPACED SPACED II ANCHORS PER ANCHORS PER ; / -1— TABLES 9.11 TABLES 9-11 Q I I II �- MAX X I 4 10° MAX. O.C. BUCK HEIGHT I� EQUALLY I � 13-3/4' MAX. O.C. PACED ANCHORS PER TABLES 9_11 I 1 A I 6.1n• MAR. _JNO ANCHORS AT SILL \_. f SEE SILL WEEP- S �►- 54° MAX BUCK WIDTH +��NOTCH DETAILS, SHEET 3 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION EQUALLY SPACED ANCHORSPER TABLES 9-11 - 54° MAX. BUCK WIDTH 30° _ MAX O.C. 12" MAX. 12 MAX. FIXED VISIBLE I I UGHTWIDTH B,SEE FIXED SEEE 1 I / VISIBLE -7- A f ILIGHT 17-7/8-MAX O.C. SHEET3t _ I HEIGHT EQUALLY r 91.78' SPACED))` I! Q I / MAX ANCHORS PER I BUCK TABLES 9-11 T HEIGHT x I I 10' MAX O.C. _II I I SASH 113-314-MAX. O.C. EQUALLY VISIBLE ) �_ SPACED LIGHT ANCHORS PER HEIGHT n� TABLES 9.11 _ I •.8-1rz•MAx B _ ENO ANCHORS AT SILL SASH VISIBLE SEE SILL WEEP- ~ LIGHT WIDTH NOTCH DETAILS, SHEET 21-518" ---1 ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING MAX- O.C. FORARCH-TOP VARIES PER REINFORCEMENT LARGE & SMALL MISSILE HEADER(SIM. FOR ALL LEVEL, SEE SHEETS 6.7 IMPACT RESISTANT WINDOW TYPES) �__ / 10° MAX. FROM FROM / FRAME D, SEE SHEET4 - 30' MAX O.C. - ' 12• MAX. C. SEE SHEET4 12' MAX. 17-7/8" MAX. O.C, / I / 62. I MAX. x 1 _ 10" MAX.IO.C. HEIGHT I I / 13.3/4' MAX O.C. ---.-_ SEE SHEETS / i l A 1 8&9 6-tn' MAX SEE SILL WEEP- 54' MAX BUCK WIDTH NOTCH DETAILS, SHEETS 52-1/8' MAX BUCK WIDTH SEE SHEETS f- 1-1/4' 8&9 r� I I I I I I � Ii II O ! I / Ba' - I I BUCK HEIGHT AS SHOWN x I 4 (91.78' j I MAX) I yI / G -•--I 1-1/4" SEESILLWEEP- NOTCH DETAILS, SHEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN GEN ERAL N OTES: SERIES 5500 IMPACT RESISTANT S INGLE HUNG WINDOW 75• HEIGHT SEE TABLES 411 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). GENERAL NOTES_ ...................-. ..... 1 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE CAP MUSTTEMPERED . .•..-............ (CAP) ELEVATIONS .......................................... _............ 1 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MU1MI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME, GLASS & ANCHOR OPTIONS ............ .. 2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. INSTALLATION, FLANGE & EQUAL LEG/BOX.... 3 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS INSTALLATION, INTEGRAL FIN & J-CHANNEL.. 4 DEPICTED AS 2X ARE 1-1n' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN GLAZING DETAILS ................................................ 5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). DESIGN PRESSURES ............. _.................. ......... 6-7 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS ANCHOR QUANTITIES........ .................. 8-10 SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES...... ............. 11 6 1/4' MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. .....•......•....... ) ASSEMBLY 8 PARTS LIST.. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. CODES / STANDARDS USED: B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/'J% STRESS INCREASE HAS NOT BEEN -ASTM E1300-09 USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE -ALUMINUM DESIGN MANUAL, ADM-2015 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. •AISI S100-12 10) REFERENCES: TEST REPORTS FTL-7964 & 7966: ELCO ULTRACON NO,% ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER .AISC 360-10 SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NOS & ALUMINUM I UAL 11) APPUCABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. . `N Y LYNRe11''O"- USER INSTRUCTIONS: ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH ORIEUPROVIEW CONFIGURATION 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3ACCORDING TO THE INSTALLATION CONDITIONS. 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4.8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTAUATION. NOTEOESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). * Nu.58705 *s •'•.F(ORIDP..•' �•� . A LYNN M111 P.E. in-F 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 (941)48D•1000 CO"Wff O2a17 PGT ItlDU31R1EA V1G ALLRIGHIS RESERVED CERT. OF AUTH. M9298 UPDATED TO FBC 2017. - JR - 06/06/17 PRODUCT REVISED a complying with the Fhzidn 8wi ft8 Code A�PmnmNo 17-t`x,3o.o5 sari n Data ` By Miami ace Prods tt Cat Deu'lp8om urom oy: GENERAL NOTES & ELEVATION J ROSOWSKI 13INGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 1 SH-5500 I NTS 11 OF 13 i MD-SH5500-01 I B Glass I Type Description (Elated from Fxtedorto Interior) Design Pressure Table# Sheet# 5 7/8' Laminated I.O.: 1/8' A Exterior Cep + 7/16' Air Space + 5116" Laminated; (2) Lites of llW A Glass with .D90' PVB Intedayer 4,5 6 6 7/8' Laminated I.G.: 1/8' T Exterior Cap + 7116' Air Space + 5/16' Laminated; (2) Utes of 1/8' A Glass with .09T PVB Intedayer 4,6 6 7 7/8" Laminated I.G.: 3/16' A Exterior Cap + 3/8" Air Space + 5116 Laminated; (2) Utes of 118" A Glass with .090" PVB Intedayer 4,6 6 8 7/8' Laminated I.O.: 3/16" T Exterior Cap + 318' Air Space + 5/16' Laminated; (2) Utes of 11W A Glass with .D90' PVB Intedayer 4,6 6 9 7/8' Laminated I.G.: 1/8' A Exterior Cap + 7/16' Alr Space + 5fl6' Laminated; (2) Liles of 1/8" H Glass with .09(r SG Intedayer 7 7 10 7/8" Laminated I.G.: 1/0' T Exterior Cep + 7116" Alr Space + 6116' Laminated; (2) Lites of 1/8" H Glass with .09T SG Inledayer 7 7 11 7/8' Laminated I.G.: 3116° A Exterior Cap + 3/8' Air Space + 5116' Laminated; (2) Was of 118" H Glass with .090' SG Intedayer 7 7 12 7/8' Laminated I.G.: 3116' T Exterior Cep + 318" Air Space + 5/16' Laminated; (2) Was of 1/8' H Glass with .090' SG Intedayer 7 7 13 7/8" Laminated I.G.: 11W A Exterior Cep + 5/16" Air Space + 7/16' Laminated; R) Lites of 3116" A Glass with .09D' SG Intedayer 8 7 14 719' Laminated I.G.: 1/8' T Exterior Cap + 5116' Alr Space + 7116' Laminated; (2) Utes of 3/16' A Glass w@h .090' SG Intedayer 8 7 15 7/8" Laminated I.G.: 3116' A Exterior Cap + 1/4" Air Space + 7/16' Laminated; (2) Utes cf 3/16' A Glass with .09T SG Intedayer 7 7 16 7/8" Laminated I.G.: 3/16' T Extedor Cap + 1/4' Air Space + 7116' Laminated; (2) Utes of 3/16" A Glass with .090' SG Intedayer 7 7 Group Anchor Substrate Min. Edge Distance Min. Embedment A #10 SMS (steel, 1S$ S.S. or 1 S.S.) P.T. Southern Pine (SG=0.55) 7/16" 13/8° Steel, A38' 318" 0.050' Steel Stud, A653 Or. 33' 318" 0.0451' (18 Ga.) Aluminum, 6063-T5• 3/8, 0.0501 3116' steel Ultracon P.T. Southern Pine (SG=0.55) 7116' 13/8' Concrete (min. 2.85 ksi) 1' 13/8' Ungrouted CMU, (ASTM "0) 2-117 1-1/4° ISAluminum, SMS (steel, 1SIM S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9116" 1-318,#12 Steel, A36' 3/8" 0.050° Steel Stud, A553 Or. 33' 318° 0.0451" (18 Ga.) 6063-T5' 3/8° 0.063' 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 13/8" 11/4' steel Creteflex P.T. Southern Pine (SG=0.55) 1" 13/8° 114' steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 13/8" C 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1' 13/4' Ungrouted CMU, (ASTM C-90) 2-1& 1-1/4" 1/4' steel Creteflex Concrete (min. 3.35 ksi) 1' 13/4" 1/4" steel Uitracon Concrete (min. 2.85 ksi) 2-1/2' 13/4" D 114" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-314" Ungrouted CMU, (ASTM C-90) I 2-1/2' 1-114" 1/4" steel Aggregator Concrete min. 3.275 ksi 1-1/2' 1318" Grouted CMU, (ASTM C-90) 1 2" 2" Group Anchor Substrate Min. Edge Distance Min. Embedmenr E 2-11T x .131" Common Nail P.T. Southern Pine (SG=.55) 318' 2-7/16' 2-1/2" Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 318" 2-7/16' P.T. Southern Pine (SG=.55) 1/2" 13/8" #10 Trusshead SMS ,aluminum, 6063-TS' 3/8' 0.050" (steel, 16 8 S.S. Steel Stud, Or. 33' 3/8' 0.0451" (18 Ga.) or 410 S.S.) Steel, A36' 318' 0.050" F P.T. Southern Pine (SG=.55) 2116" 1318" #12SMS Aluminum, 6063-T5' 318" 0.063" (steel, 18-8 S.S. Steel Stud, Or. 33' 318" 0.050" ar 410 S.S.) Steel, A36' 3/8" 0.050" GLASS TYPES 5, 7, 9, 11.13 & 15 MAY NOT BE USED IN THE HVH2 ABOVE W. MIN. OF 3 THREADS BEYONDTHE METAL SUBSTRATE. 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Glass Frame Frame Types Options Contig& Shapes Installation Options that maybe used (see Fig B) (see Table 1) (see Fig A) (see Fig C) ....Into 2X Wood Freme/Buckstrip -sheet 3, option 1 Flange 5-16 Equal-Ute, Odel/PrWew Square/Rect., Arch -Top & Through the frame ....into ConcretelCMU - sheet 3, option 2 -•••through 1XBuckstdp Into Concrete/CMU - sheet 3, option 3 ( #2 ) & Cottage Radius Top of the window:. "" ....into Metal - sheet 3, option 4 ....Into 2X Wood Frame/Buckstdp -sheet 3, option 1 Box I Equal-Lite, SquarelRect., Through the frame ....into Concrete1CMU -sheet 3, option 2 Equal -Leg (#4) 5-16 OdeVPrWew 8 Cottage Arch -Top & Radius Top of the window..........through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 ....into Metal - sheet 3, option 4 • Through the ....Into 2X Wood FmmelBuckstdp - sheet 4, option 5 J-Chan Equal-Ute, Squate/Rect., integral fin...... .,.,Into Metal -sheet 4, option 7 (#1) 5-8 OdeVPraiew & Cottage Arch-TopB Radius Top Through the frame ••••Into 2X Wood Freme/Buckstdp -sheet 4• option 6 .... into Metal - sheet 4, option 8 of the window...... Through the ....into 2X Wood Frame/Buckstrip - sheet 4, option 5 Integral Fln Equal-Lite, Square/Rect, Integral fin...... .... into Metal - sheet 4, option 7 ( ) 5-8 ew Ori Cottage 8 Cottage Arch Top 8 Radius Top Through the frame •into 2X Wood Frame/Bucksldp -sheet 4, option 6 .... into Metal - sheet 4, option 8 of the window...... .In, roP A. PGe r/ .11 WGTInN4 EQUAL-LITE ORIEL COTTAGE — {BUCK WIDTH I-- BUCK WIDTH ---{BUCKWIDTH�— ---- --- T w w GwC T i i T / 2 / T RECTANGULAR RADIUS -TOP ARCH -TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6.10. r * ; No.58705 .' 1070 TECHNOLOGY DRIVE 'MIN. OF 3 ipQ''•. O �' ��` THREADS N. VENICE. FL 34276 .(� 9EYONDTHE !, �s'•F<ORID�`. •''G\=� ,�'rir (941)460-1600 SUBSTRATE. i�/NI,AL1t��``` A. LYNN"MILER P.E .r�orceP"o R1GKrS RESERVED ' P F a se7a5 CERT. OF AUTH. #29298 (D�EO L& - J-CHANNEL INTEGRAL FIN O O it FLANGE BOX OR EQUAL -LEG Material Min Fr Min. F. Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksl 110 ksi Elea Aggre-GatorO 57 ksl 96 ksl Eloo UllwCorkS 155 ksi 177 ksi 410 SS Eleo CreteFex® 127A ksi 189.7 ksi 63:M Aluminum 16 ksi 22 ksi E60 A36 Steel 35 ksf 58 ksl Gr. 33 Steel Stud 33 ksi 1Al ksi ANCHORS RE -GROUPED. - JR - 06/06/17 'A' = ANNEALED "H" a HEAT STRENGTHENED T = TEMPERED 'PVB" _ .D90' TROSIFOL®PVB BY KURARAY AMERICA, INC. "SG-= .090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. PRODUCT REVISED ss wu.plying with dw F7aida Building Code Acceptance No 1 7-C*30.05 _ xpi afi n Date e By Mi Dade Product Cesar GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI TINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Serres/NadeL• Srnb: Shseb Orowlnp No. Rer. SH-5500 NTS "TOF 13 MD-SH5500-01 B INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EMBEDMENT FLANGE FRAME (I EDGE DISTANCE SHOWN II FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT SASH EXTERIOR VISIBLE LIGHT HEIGHT 86 L OPT. (2)1' 81 30 INTERIOR 31 WEEP NOTCHESAT 80 EACH END. EQUAL-LEG/BOX FRAME SHOWN L1/4 MAX TYP. ANCHOR TYPE, SHIM EMBEDMENT AND TYP.ANCHORTYPE, EDGE EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. I OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS: 1 ANCHOR @ 3.55- FROM END AND AT CENTER. FOR WINDOWS OVER 36" WIDE: ADD ADDITIONAL SCREWS@t6W 35 FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ B-318' FROM END. 1/4" MAX SHIM 27° X 125' NO ANCHORS WEEPHOLE I REQUIRED IN W/COVER@r - FLANGEOR FLANGE OR2.87' FROM EQUALEG EACH END. '., FRAME SILLS VERTICAL SECTION B-B USE EITHER LATCH OR BOTTOM LOCK. TESTED UNIT LOCATION: 6-5/8' FROM SASH END. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. M^U Q FLANGE FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.12' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. FIXED VISIBLE INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2. THIS SHEET. SASH VISIBLE i6 1/4'MAX SHIM —�-I �--• ��LIGHTWIDTH EXTERIOR V LIGHT WIDTH \ I EQUAL BUCK WIDTH _ ILEGBOX FRAME HORIZONTAL SECTION A -A SHOWN EMBEDMENT ' EDGE • ' • DISTANCE r TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER EDGE SUBSTRATE, • •' DISTANCE SEE TABLE 2. SHEET 2. DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 1/4' MAX. SHIM FLANGE FRAME SHOWN #10 OR #12 STEEL - SELF -DRILLING - SMS (G5), SEE TABLE2, - SHEET 2. EXTERIOR INSTALLATION fl_ OPTION 4 V ANCHOREDTHROUGH FRAME INTO METAL VISIBLE LIGHT FORMULAS No.58705 - -T7 L.0 �j�7'�• WIDTH @SASH: BUCK WIDTH - 6.12' 1070 TECHNOLOGY DRIVE @ FIXED LITE: BUCK WIDTH - 43f8' ; 6 J �� HEIGHT (EQUAL-LITE) STATE OF �i (� '•.F<ORIDF;.•'' \�� N. VENICE, FL 34275 (841)460.1800 BUCK HEIGHT2-3-15/16' "'•�NG��� '�ists7� YAI COPOHT02017 N"AL tilt,/1j % PGTSmUSTFOES,MG A. LYNN MILLER, P.E. ALL FLIGHTS RESERVED CERT. OF AUTH. #29296 ' P.E.# 58705 1/4' MAX. SHIM EQUAL LEG/BOX FRAME SHOWN INSTALLATION OPTION 4 PRODUCT REVISED ANCHOREDTHROUGH .e ply+ns wiW 0u FWHR Build'mg Codc FRAME INTO METAL �AccvlaO-14011-9� FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI Tom; Date: 31NGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SH-5500 INTS3 OF 13 I 1MD-SH5500-01 16 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL Ff EMBEDMENT FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME SHOWN oC 1 �a FIXED VISIBLE LIGHT HEIGHT 49 14 BUCK p HEIGHT 50 II — SASH EXTERIOR VISIBLI LIGHT HEI+GK OPT. (2)'' I 81 31 30 NOTCHESAT EACH END. J INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN EMBEDMENT WOOD FRAME OR BUCKSTRIP. SEE INTO 2X WOOD FRAME OR Imo—_ EDGE DISTANCE NOTE 2. THIS SHEET. BUCKSTRIP. SEE NOTE 2, THIS SHEET. 114• MAX SHIM �\ 1/4• MAX SHIM TYP. ANCHOR T AND TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. —r (SCREW SHOWN) `1/4• MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) OPT. SASH TOP LIFT RAIL FOR ALLWINDOWS: 1 ANCHOR @ 3.55• FROM END AND AT CENTER. FOR WINDOWS OVER 36" WIDE: ADD ADDITIONAL SCREWS @16.3/8' !I FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ B&3/8• FROM END. NO ANCHORS REQUIRED IN FRAME SILLS IF ANCHORING THROUGH FRAME. INTEGRAL FIN u I ^^ t-1/4•MAX FRAME SHOWN �� SHIM 0 27• X 1.25• WEEPHOLE O38 WICOVER @ 2.87 FROM EACH END. TYP. ANCHOR TYPE, EMBEDMENTANDEDGE ED� AN DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. EMBEDMENT (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR SUCK - STRIP. SEE NOTE 2, THIS SHEET. USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET 3). TESTED UNIT LOCATION: 6-6/8• FROM SASH END. EDGE DISTANCE L J-CHANNEL FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OFTHE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. SHEET 2. ALL WOOD BUCKS LESS THAN 1.12• THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12• THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH - 6-12• @ FIXED LITE: BUCK WIDTH -4.31W HEIGHT (EQUAL-UTE) BUCK HEIGHT/2 - 3-15116• SASH VISIBLE LIGHT WIDTH 44 VNARIES CE EMBEDMENT TYPE Q 42 WITH SASH WEIGHT o 54 30 7 31 / EXTERIOR 87 fl_ INTEGRAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE FIXED VISIBLE V 3 FIN DISTANCE PER SUBSTRATE, LIGHT WIDTH FRAME SEE TABLE 3, SHEET 2. 1 SHOWN (NAIL SHOWN) BUCK WIDTH HORIZONTAL SECTION C-C 1/4• MAX. DADE APPROVED MULLION. FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. . SHIM MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES. TABLES 2 & 3. SHEET 2. #10 OR #12 STEEL 1/4' MAX. SELF -DRILLING SHIM SMS (G5), SEE TABLES 2 & 3, (� SHEET2. u a �— FIN AND/OR FLANGE REMOVED IN -FIELD INTEGRAL FIN�ff IC__ FRAMESHOWN o INSTALLATION EXTERIOR INSTALLATION OPTION 7 V OPTION 8 ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL 11 I I 1 I I I I I III • INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) N/ yICENSF * : No. 58705 .' 1070 TECHNOLOGY DRIVE �,n'•, ATE O • !(7�: ORIDP,.•'r.7� N. VENICE, FL 34215 "" ),490-1600 PGOrwous a s ,'ONALI0,1 A. LYNN MILLER, P.E.P. ALL RIGHTS NEBERVED r CERT. OF AUTH. #29296 P.E.# 58705 PRODUCT REVISED as complying with tie FLaidu Building Code f AAA,,,,,, Ac xplenw No / L�paai Dete ! U J-CHANNEL & INTEGRAL FIN FRAMES I J ROSOWSKI raw Dale: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SH-5500 I NTS 1 4 OF 13 I MD-SH5500-01 I B �-{ 7/8' NO I 7/8' NOM. I �— —+{ 7/8' N I I5116' 7/8' NOM. 7/B• NOM. 5/16" A/A 5/16" A/A PVB 5116" A/A PVB 5/16" A/Aa H/H SG 7/16" AIR 7/16" AIR SPACE 3/8" AIR SPACE 3/8' AIR7/16" AIR SPACE 1/8" 1/8" T GLASS 3/16" A GLASS 3/16" T1/8" A GLASS G] EXTERIOR a EXTERIOR aa EXTERIOR 7679 78-79 6.79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/8" NOM. --�-{ 7/8' NOM. �-+— I I 718• NOM. 7/8" NOM. 7/8" NOM. 5/16" HM 5/16 5/16" H/H 7/16" A! 7/16" A/A 7i16" AIR 3/8" 3/8' AIR S 5/16"AIR 5/16"AIRS1/8" T 3!1 3/16" T G 1/8" 1/8"Ta JE a GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/8" NOM. �•'{ 7/8' NOM. I �+-- I 7/16" A/A SG 7/16" A/A SG 12' NOM.GLASS GLASS TYPES 9 THROUGH 1/4" AIR SPACE 1/4" AIR SPACE 78.79 BITE TYP. 116 MAY NOT BE USED 3116" A GLASS 3/16" T GLASS 7Z 74 WITH J-CHANNEL OR INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR ' GLASS TYPES S. 7.9.11, 13 78 76-79 31 81S MAY NOT BE USED IN EXTERIOR 75 - THE HVHZ ABOVE W. PRODUCT REVISED GLASS TYPE 15 GLASS TYPE 16 s campllv12 with dm FLxide Suilding Cade 1111 Acceptanea Nor 7' 3ti". 38 30 11111 Revisan: � pisaciw. Dace By O� o ���•.•'•1,10EN3F'�(�tC : I ade Product ' * • No. 58705 ••� = • ' '� , . TYP. GLAZING DETAIL GLAZING NOTES: 'A' = ANNEALED •H•= HEAT STRENGTHENED = 1k - — — �� :%� �LYE •�� 1070 TECHNOLOGY DRIVE Dmcrlptl n: GLAZING DETAILS Drown By: J ROSOWSKI 'T'=TEMPERED ® O,�'. ST TE OF N. VENICE, FL 342T5 'PVB°=.090'TROSIFOL PVB BY KURARAY AMERICA, INC. 'SG'=.090' SENTRYGLMOBY KURARAY AMERICA. INC. '•.�4ORIDP,.•'• � , d'S, •... G��� (941}480.1600 title: SINGLE HUNG WINDOW INSTALLATION - LM Date. 05/15/15 �. N\ yy/ ;'s co"wlowc2w FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. I P(rrt �g�p Sf- odd: Scale: Sheet Drvwing No. Rer. A. LYNN MILLER, P.E. SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.E.# 58705 CERT. OFAUTK #29296 PVB SPACE A GLASS a EXTERIOR 76-79 SG SPACE GLASS EXTERIOR 7B•79 " H/H SG AIR SPACE 6' A GLASS aEXTERIOR 7G79 PV SP G EXT ASG SPACE A GLASS G] EXTERIOR 76-79 Coal Type. 5.476e D"Itin Pressure, IbB/Ra •1-50.0 W .t L.wl R1 For B0 window 5 sash Bhm btt i 7 Lt a, ante t 6 run ANCHOR GROUP AND QUANTITY. �ofnl D J HEADER 0 0 MEETINGRAIL 0 23 O JAMB EXTERIOR SASH a HEIGHT 23 � p SILL n F-T II SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. m.e. eTy� ReInL Level R2 DewZlgk. P.V.®Wadaw Held St- sun went Wng.(n) DeslpnPreseure,lb&e WM Ba uPto4e Wdthm 52725 235 EgaatabR e +05.0 -RO .05.0 -70.0 SlMUM CdtWa5.670 +B&0 -70.0 +�.0 -70.0 m Eqi w SModnd PmNW1552 a515 ono +850 -M..0 .70.0 -no .65.0 -70A .70.0 railcar 250 +8&0 -70.0 +85.0 aao W14atd Cdugo3.518 -MO -MO +650 .70.37.3T5Eq-a to m.857 +nD .70.0 +86.0 •70.0 standardF-17515 -Mg -70.D M6.0 .70.0 14518 +0&0 -70.0 MOO -70.0 T.Owl IIIZ7M3.31.811 +55.a -RO .05.0 .70.0 Gat.. she 2a517.27502 +6&0 -70.0 +e&0 -70.0 stwAwd cdmol 21517-2051a -no -70.0 +65A -70.0 as Eq. =517.23:18 +0&0 .70.0 +69.0 .70.0 SWdmd PlWe 17.517-20.515 +e5.0 .70.0 .0.0 .70.0 CO.twn ft. 14.517.1T510 +8&0 .70.0 +55.0 .70.0 St0dnt 11.377-1451a ♦B60 -70.0 .055.0 •Tao Tama W.553-WAI1 ♦0&0 -70.0 -W.0 -70.0 StWm Corsage 2&517-31582 +6&0 -70.0 465.0 .10.0 40 C-gwlNe St-Pmdu 21.517-m516 17.517-20MS +65.0 +610 .70.0 -70.0 +65.0 +65.0 -70.0 .70.0 C .-she 7&W-IT518 +6&0 .70.0 +65A -70.0 C.t Ste R517-MSta +n0 .70.0 +650 470.0 Sn .tt 11.377.125t8 +MD .70.0 +65.0 -MO P Taibst 31A0.37535 +8&0 -710 .BSA a60 g SWdard Ctdt.ge 2MI7.33207 +8&0 -70.0 1 +RSA 1 .70.0 Equawm 71517-2B51e W&0 -70.0 +BSA 1 -70.0 ag.@5 Oa4 Sum 20.517-23518 +0 8& -70.0 +69.0 .70.0 Sl.tdwd Pm 17.517.20518 +8&0 -10.0 +BSA .T0.0 $ 5 61 -Sue M517-17518 +5&0 -7MD +95.0 .70.0 C.t Ste 12.517-1e510 +8.i0 -MA + &O -MO Sludest 11.377-12518 +5&0 .70.0 +65.0 -70.0 T. LW 36517-41AM +5&0 -70.0 -0.0 .70.0 .StWad COO. 31.517.35516 +8&0 -70.0 +65.0 -70.0 EgL.ww 26517.3151a *no -TOA +61.0 -10.1 StaNrd Pn w 23517-251a +650 .70A +BSA -70.0 53 do- S.. M.7-2151a +6&0 .70.0 -no -70.0 Cmt.m she 17.517-2051a +e5.0 --M. +eS.D .70.0 Cu.bm She 1&517-17510 +550 .70.0 +55A -061 C0sI0m 5h. 13.017.14510 +B&0 -70.0 +69.0 -57.3 st-W 11.031.13.eta -MG -MA 40.0 4165 T"w 30.517-41AM +6&0 .70.0 +65.0 M0 Cat -she 38.517.39516 M&0 -70.0 +BSA MID Eq,nNib 35.517.39510 +6&0 .70.0 140.0 -T&D 75 C.-She 52517.3551a +M0 .70.0 +55.0 .70.0 Smtdmd P,W- 29.517.32510 +M0 -70.0 -N.0 -70.0 0.Sh. 20.517.29MB +65.0 -70.0 -MO A7.3 SW t 2&51B-28510 +5&0 -70.0 +8&0 855 Sd E@oltb 04517-41AM -MO -70.0 +65.0 .70.0 Da/ sh. 3&317.3a510 +0&0 .70.0 +BSA .67.3 3 Amd P.M- U818-MAID +0&0 40.0 +63.0 855 .1.78 Taw - - 41.044 +8&0 -70.0 +65A M5 alar Typ.. 476e Design Pmasure,lb5Rt7 •65.0/.70.0 RMA L.w1 R3 For aO wNdow wd mh stes ANCHOR GROUP AND QUANTITY. H iT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) MIN. SASHHEIOHT�WIND YR BUG IdMT 50.136 * : - No. 68705 Q '••. ST TE O 1070 TECHNOLOGY DRIVE • T N. VENICE. FL 3f275 %�(��'•.FCORIDP•.•'G��\� (S41}460-1600 N� It�NAL lift A. LYNN MILLER P-E. ALL WHIM RFC P.F968705 CERT.OFAUTH.ApB296 PRODUCT REVISED I I ss a plyin8lvith 1Fx Florid,: BuiidiAg tide Acaptnnc6 No � rj C IF IYdC /1f�T /� 6y I I kLxai add Product DESIGN PRESSURE TABLES J ROSOWSKI Ti0a Dave: >INGLE HUNG WINDOW INSTALLATION - LM 05/15/15 5wf-/Nadeh Scala 57feeC Orvrfnq No. Rer. SH-5500 NTS 6 OF 13 MD-SH55O0-01 B 9.12, 18&16 WK LateI 3 peWpUmbtghe0 R-po ® Wadow R i;m sh- SmhK49ht R rw 0) Design Prl!asure,Ibsf4a W -B..k YVIdN UP W 4O 1 A8 S2125 1 51 235 EgaUe 11.390 .70,0 -110.0 .7D.0 1 •110.0 .70L.0 1410.0 1 .70.0 410.0 StaMad COoepe 14517. MCC .70.0 •110.0 .70.0 -110.0 +70.0 410.0 +70.0 410.0 28 EWd1Ue SWndad PmA 11.5W-IC510 11.3T7. 11.562 +70.0 +70.0 -110A .11D.0 .ra.0 +ra.0 -1110 •110.a +ra0 +ra0 -110.0 410.0 +me .mA •11a0 410.0 Tdb.l 21517-2&288 +70.0 -110A +70.D -110.0 +m0 -110.0 +M..0 41&0 SWwd Ce3a9e 20.958-2151B +70.0 410,0 +70.0 .110.0 +ra0 410.0 +m0 .110.0 37.375 EgdJBe 17.617•MOR 470.0 410.0 +70.0 .122 +740 •110.0 +m..1mo SWmlad Rwfee 11517.1L518 .70.0 .110.0 +70.0 •110.0 470.0 .110.0 +m.0 .11a0 SM a 11-M.K516 .70A 410.0 +70.0 •110.0 +740 .107.0 +740 4 0 T.B.I. 27.583.31.911 +70.0 -110.0 +70.0 -99.0 +7a0 -910 +ra0 .90A Oe1om SOe 28.517-27.662 +70A -110D .70.0 .110-0 .70.0 .110.0 +m0 410.0 SWOWC08¢9e 21517-28.516 +70.0 -110.0 +70.0 •110.0 +70.0 -110.0 +m0 '1140 N aq.W.Ab 3ta RvEew 20.517.23.518 17517-2o.51B +70.0 .70.0 .110.0 -110.0 +70A .70.0 -110.0 -110.0 +70.0 .740 .110.0 •110.0 +7110 +m0 -110.0 4140 Oaten She 1 SV5 17.519 .704 .110.0 .70.0 410.0 +70A 410.0 .70.0 .110.0 teat 11.377-11.516 +70A 410.0 +70.0 -110.0 -70.0 •107.0 +RO •1010 T.2.t 31.583.35.911 +mA -110.0 •70.0 ±.0 .70.0 -no +7a0 40.0 SWMwo Qtt ge 25.517-31.582 +70.0 .i f0.0 +70.0 410.0 +70.0 -110.0 +m0 .110.0 EWdbb 20.517-28516 +M.0 .110.0 +70.0 •110.0 -70.0 •110.0 +m0 41a0 48 SW A d Pn 4,- 17.617-21.518 .70.0 .110,0 +70.0 -110.0 +70.0 •110.0 +m0 410.0 ClalO Sfze 14317.17.516 -70.0 -110.0 -70.0 410.0 .70.0 -110.0 +m0 -11a0 Oman She u517.14.518 +70.0 •110.0 •70.0 -110.0 +70.0 -110.0 +m0 -11a0 E swO d 11.377. t251a .70A 410.0 +70.0 410.0 .70.0 •110A +m0 •11D.0 p TW- 33108-37.53a . 70.0 a10A +70.0 49.0 .70.0 no +m0 40.0 SWCed C..M. 28.S17-33M7 .70.0 .110.0 +ra.0 •110.0 +70A 410.0 +m0 4100 Eq.aRU. 23.517-20.516 -70.0 •110.0 .70.0 •110.0 .70.0 •110.0 .ra0 410.D N1rmn She 20.517-23.51E +70.0 -110A 470.0 410.0 .70.0 .1104 .m0 410.0 4 .25 y Stud4d Pa ns1T-20 18 .70.0 -110.0 •mo 410.0 470.0 •110.0 +70.0 410.0 Custom Sho 14.517.17.510 +70A -11010 +70.0 -110.0 +70.0 nto.D .m0 .110.0 00Wm She 12617.14516 +70A •110A +ra0 .110.0 +70.0 •110.0 .70.0 410.0 sw.m 11.377-12616 +70.0 -1110 .70.0 -110.0 .70.0 -11a0 .m0 -1/M10 Te.t 3&517-tl.541 +70.0 410.0 .70.0 .110.0 .70.0 410.0 +70.0 •110.0 SfaMed Cm✓Qe 3151T-35.516 -MA 41" +70.0 AIAD -70.0 .110.0 .10A •1140 EWd4h. 2&517-31.51a -70.0 -110.0 .70.0 A100 +70.0 410.0 +70A '110A 3mudud Pwdew 23.517.2a.S18 +7D.0 -110.0 .70.0 410.0 +m0 -110.0 +70.0 •110.0 02 c tW Sh¢ 20.517.21515 +m.0 -110.0 .70.0 -1140 +70.0 410.0 +70.0 -110.0 Clatpf11Sz0 17.517 - 20.518 .m0 410.0 +70.0 410.0 070.0 -110.0 +70.0 -110.0 Cuamm Shy 14617.17.516 .ra0 -110-0 +70A -11Q0 +70.0 '110.0 +70.0 •110.0 c.mm Size 1&D17.14.516 +70.0 AULD +m0 -110.0 +70.0 .110.0 .ra0 410.0 SbOezt ll.BB6.13.018 .70.0 410.0 .70.0 A10.0 .7a0 .110.0 +T0.0 410.0 Tritest 39.517.41AM •70.0 410.0 +70.0 .110.0 -70.0 .110.0 .70.0 41ao Ctabm She 3&517-39.516 +70.0 •110.0 +T0.0 .110.0 +70.0 .110.0 -70.0 -110.0 Eque4a. 3S.517-36.510 .70.0 .110.0 .m0 .110.0 .70.0 .110.0 +ra0 41D.0 75 C.-sh. 32517.35.516 .70.0 -110.0 .m0 -110.0 .70.0 -1110 .70.0 41n0 SWMad Palm 29.517-32.518 +m.0 •110.0 +m.0 •110.0 +7D.0 410.0 +m0 4140 Cwbm she 2a.517.29.58 .mA -110.0 +70.0 -1140 N0.0 -1f0.0 .m0 •11a0 SaWst 25516.25.516 +mA -t 10.0 +70.0 -110.0 N0.0 .11a0 +70.. -1-0 EquaWb 39517.41.M +70.0 •110A +70.0 .110.0 N0.0 •110.0 +70,0 -110.0 BC Cmbm she 35.617. 38.616 •70.0 •itOA +M.0 -110.0 +m0 -11a0 +m0 .U0.0 StaWwd Pwdee 31B18.3&518 .70.0 -110A +70.0 •110.0 +ra0 •1140 +70.0 -110.0 81.78 Tdiest - 41Aa0 .70.0 -110A +70.0 -110.0 +ra0 410.0 .ra0 -11a0 SCt I = 11, 5r1CC I 1 u rvm lUV,r .­1 u­... 1 "MIN. SASH HEIGHT -WINDOW BUCK HEIGHT - 50.136 ®�� :Mr,r=�F�TMF"CME C ®" KM®" C ®" C M ®" ®" CME ®" ®" W,M"ff?-""At=m"33 CMMCMIMCMMCMMCMMMKMMMEMEMM =�gm7lwm®" m®" ®" cmmm®" mm®" mm®" ®" ®" ®" EM ®' FMMMM®" ®" ®" IMCME C ®" ®" ®" ®" ®" ®" ®" ®" Im mprMU7=rm7mm®" ®" ®" ®" ®" E cm C "®" CME E '®' EM q-cm= mmmcmmmmmm=cmmmgmcmKMMMM= �iCM�CMlM�vmCMgmcmzmzmzmcMEM�m **MIN. SASH HEIGHT- WINDOW BUCK HEIGHT- 50.136 NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. LYNN :� ��•'� y10ENSF •' /C/':� No.58705 Q:` ���� •.. STA /:-(v�[/� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 O ���s'•.-'40R10N. 'G�'Z (941}460.1600 �. S/ N .� 0NA1LE���� coPrleDHro2w7 'AL I1I+IICLA,P.F- PDTOGDUSIiaES,9rc. _ALL NO1ff3 PESE.RVF.O SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES SASH HEIGHT PRODUCT REVISED ds 4 ,plyily with the Florida 8lcldigg Code Aclxpt5n0a N9 / - ETgiralicas Ay ,•�ilDnti aria Product G:rtttol I DESIGN PRESSURE TABLES I J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 1 NTS 1 7 OF 13 1 MD-SH5500-01 I B 3.500" 3.500 3.500• 3.500' �f-.- .662�F-- .asr --1f+ .osr jF- o6r 1.483' � 1.483' � 1.483° 1.483' .070' ---�� .080" 1.184 r u .715" .070' � .810, .825' .825' 1.185' _ _'1 l� .150° HEADIJ MS FRAME 0 O FLANGE FRAME O HIEADJAMB O HN FRAME OEAD JAMB FRAME LIGHT SASH HD SASH ,.375° O HEAD/JAMO r 2 HEADJAMB 1.375' r � 23 REINFORCEMENT 25 REINFORCEMENT 3A83' -rl 3A83' ---I 3.483' I .070' �{ � 1.182' I •070" 3.483' JL_ .062' -T - -II►- .062' .062' -�ii•-- .082' .791' 1.036" 1.041' DO -1 L .130" 2.444" 2.444' 2.444' 2.444. 1.331' f~ --r-I 1.340' h►- ju �� 26 MEETINGINRAIL 27 REINFORCEMENT as ❑ a ^�❑ I �2oQ as ❑ REINFORCEMENT COO � c i j �O[� • "r F=ME BILL 6FLANGE 1.375° SILFIN FRAME EQUALLEG �1375'O FRAME SILL L O SILL O FRAME SILL T -�{ 1.215��--I+L 1.37fi 1 2.100' -+{ 2.176' 1.472" �{ ��.347' 1.830" .065" 1.375' 974" .590' (�"j(-ljr590r" mnl�" I .035° -R� �U-1- .355' ° LOS70'�� .050' .07(r .050' --� 1231' 11.000" I+ I .�SASHH STOP L LIFT RAIL BEVELED BEVELED FIXED 14 MEETING RAIL 16 SASH RAIL 17 COERCE 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER PRODUCT REVISED w complying with the Flatids g Building Cade Aaxptmw No 17. 0G�3 •6 f•-4pleatiaw Drlo 20yp .864' .316" --�{ .300• ��1..•' �tCENSF•.��!_ i By o �r .175 I�j = ',(�.r` y Fik•mt PctaL+d .754• .750• * No, 58705 I�J �S .035' •-F-- '�•t//���� '.• V�TECHNOLOGY DRIVE WDeecIrtNp8DonO: 1070 W EXTRUSIONS J ROSOWSKI LAM]IG EXTRUDED ROLLED F N.VENICE, FL 34275 72 BEADING B0 SCREEN FRAME 81 SCREEN FRAME �C��1'••'(ORIDP,.• ��`� (yg1}480-1600 n8e' Gate: ZONALNAL EN�?.� SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 ilII I 1 , Pow s,M E%LNQ ALLRxnlis al=stR�O Serleo/Modeh Seals ShTL Orowlrtp No. Rar. A. LYNN MILLER P.E. SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.EA 58705 CERT. OF AUTH. N29298 Bill of Material # Part # Description Material 1 620101 Single Hung Frame Head & Jambs - J-Channel PVC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 620104 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 620105 SWDHFrameSill -J-Channel PVC 6 620106 SH/DH Frame Sill - Flange PVC 7 620107 SH/DH Frame SIII - Fin PVC 8 620108 SH/DH Frame SIII - Equal LegBox PVC 14 620131 Fixed Meeting Rail PVC 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Stop/Screw Cover PVC 19 620156 Pull Rail Interlock 6005 T5 Al 20 620144 Pull Rail Interlock Cover PVC 21 620157 Beveled Interlock 6005 T5 AI 22 620145 Beveled Interlock Cover PVC 23 620150 Light Sash Reinforcement 6063 T6 At 25 620152 HD Sash Reinforcement 6063 T6 Al 26 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 27 620154 HD Meeting Rail Reinforcement 6005 T5 Al 30 61644 Weatherstrip, .187' x .270" Fin Pile 31 6Q300 Weatherstrip, .190" x .30D" Foam Bulb Flex PVC 32 61719 Weatherstrip, .18T' x .220" PolyPile 33 61825 Weatherstrip Plug, .220' Finseal 35 78X1MTTr #8 x 1" Ph. PH SDS (interlock Mounting Screw) 36 78X3THPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 41O SS 37 71669SP Meeting Rail Screw Support Plate 6063 T6 AI 38 720210 Weep Hole Cover PVC 40 720X1000C Constant Force Balance 41 #8 x 314" Ph. FH SMS (Con. Farce Balance Screw) SS 42 Spiral Balance 43 720205 1 Spiral Balance Shoe Nylon 44 78X114FPAX 1#8 x 1-114" Ph. FH SMS (Spiral Balance Screw) 41O SS Part # Description Material 76 Kommeding 4SG TPS Spacer System See this Sheet for Materials 77 Quanex Super Spacer nXi• with Hot Melt Butyl 78 Quanex Duraseal Spacer 79 Cardinal XL Edge Spacer rtcrcrccrvuc iwi rccruni a. r, �•a, owa��.� NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 2) ITEMS # 9-13, 15, 24, 28.29, 34, 39, 81, 62, 68-71, & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL SILICONE HOT -MELT BUM STRUCTURAL STRUCTURAL SILICONE 1W NOM. FOAM 3/16" NOM. )LYISOBUTYLENE WITH WITH DESICCANT DESICCANT EXT. GLASS EXT. GLASS GLASS C(/// —INT. GLASS 7e KODISPACE SUPER 4SG TPS SPACERD NXT1id ALUMINUM REINFORCEMENT pOLYISO- DESICCANT FILL AREA BUTYL 5/16" NOM. 5/16" NOM. SEAL BUTYL& SILICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEE EXT. GLASS EXT. GLASS—� 4,� \—INT. GLASS v \--INT. GLASS 7e " DURASEAL® 7B XL EDGE"." SPACER SPACER NRODUCT REVISE13 u ca.14y.ag with Me Fkdda BuiIQ,S Ccde i,mptnnce No 1 J OFa3O.05 111 1 1 1 1/ v�•v v� NY LY/I N/y O �(� Rev elan e B pffio 2D7� Y ` P�: L Sic •. � Mtami ade Produce No. * : 587D5 92- D—Hptlon: LIMM Br. (-�-;` 1070TECHNOLOGYDRIVE BILL OF MATERIAL (BOM) J ROSOWSKI �O�'.• STATE OF .'� '•:c-ORIDA,-`••' �. N. VENICE, FL 34276 (94"80-1600 idfe. Date: �ONAL ENvvv cOPmlolrtomv SINGLE HUNG WINDOW INSTALLATION — LM 05/15/15 ll\\\\ PG �TIR®• �uw�rtsl:Esenvm Sariee/NodeG Stroh: Sheet: Waring No. Rer. A- LYNN MILLER. P.E. SH-5500 NTS 12 OF 13 MD—SH5500-01 I B P.E.# 68705 CERT. OF AUTH. #29296 I I . OPT. PULL RAIL INTERLOCK & COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS FORCE OPT, SWEEP LOCK —(;F) OPT. AUTO LOCK OPT. PULL HANDLE WITH LATCH SASH ASSEMBLY DETAILS OPT. PULL EXTERIOR r�l OPT. BEVELED INTERLOCK & COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS ORS 0 EA� ntODUCT REVISED 5 53 . ... . ..... CE Building Code — — ----- . .......... Acctpft= No 17-0�-- 0. 05 t7 E Expimfion Damu5FM FRAME y ASSEMBLY at% ... LYNIV S E M B 'N .. ... 41z� A§-S-EMBLY t DETAILS 6CE miai d. DETAILS No.58705 D—ripti— Drown By. EXTERIOR 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI 0. IfT : NOTES: I EOF 440 N. VENICE, FL 34275 7'c' . 'c' 1( ORICp, (941)4a0-1600 TWw D&.: 1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ........... SINGLE HUNG WINDOW INSTALLATION LM 05/15115 C0PYf9GKT02DT? 2) J-CHANNEL FRAME SHOWN, PARTS # 1 & 5. OTHER FRAME TYPES APPLY. '01VAL 0,�\\ PUTMWTRES.INC. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7. li'l \\ AU PJGM FOSERVED• "10 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LYNNURAlP.E. SH-5500 NTS 1 13 OF 13 1 MD-S�5500-01 Pr- 9 58705 CERT. OF AUTH. r29296 r9l 37. E oll; ® 1A MIAMI•DADE MIAMI-DADE COUNTY W' LStl Lucie County, Permitting PRODUCT CONTROL SECTION DEPARTMENT OF RECULATNil 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 (NOS,) www.miamidade.gov/econoniv PGT Industries, Inc. 1070 Technology Drive FILE C01.1-Y. 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 (AIIT). 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 `•TGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I. APPROVAL DOCUi NT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 09/29/11, with revision C. dated 06/ 19/17, 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. 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. TERIMNATION 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 tenn.inate this NOA.. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEIKENI`: 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# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.01 / Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 PrT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Nfullions", sheets 1 through 25 of 25, dated 08129/11, 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) Aix 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 thru E-1), dated 02/28/11, and addenduna letter dated 0.5/05/11., signed and sealed by Marlin D. Brinson, P.E. (Submitted under ATOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and with FBC 6" Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony L ynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (PER). E. MATERIAL C%R`I'IFICATIONS 1. None. E-1 Jorge M. Piasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 4 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SI,TMITTED F. STATEbIENTS 1. Statement letter of conformance to FBC-5'h Edition (2014) and FBC-6"' 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 06,122/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their. Series "PGT" Clipped Extruded Aluminum Tribe Mullion — L.M.I., approved on 04.114/16 and expiring on 05/26/21. E-2 Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 I E FOR ALL LOCATIONS REQUIRING cENERAI NOTF_s a p S IMPACT OR LARGEAND SMALL 1)DEl'AR.SStIOWN ARE FOR THE MULLION ONLY.A•NCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS RECUIRM FURIT!E ,T(A C ?IMPACT -RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLCAT'IONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOUtD EE l aC' § 2 ____ EVALUATED AN EXPERIENLED INSTALLER FOR THE REST UiSTALLATIONMErMD.OPr.-0t"IXOR2XWCOD000KSPUSECI, CENWM M(ES•-------1 MUST BF. ANCHORED PROPERLY TO TRANSFER LCAUS AND ARE TO BE DESIGNED BYOTHER6'-'-"`"`--f v� xE I. "1 TD2%wWD�_-_.-.....2 2)T c TYPEAND NUMOEROF ANCHORS IS CRITICAL TOTHE STRUCTURAL PERFORMANCE TILMLiLFa UNITS, NI�[LIpNG y�%LY/.4CINrrI--__t IDLE !---•u'FA1+d1:YDlH rpt:-EarL'Ja 4tuLL- -y Mib+EB TceT HAY'EDEFNTESTFD AS'FREE-FLOATNG' AND 00 NOT NEED TO BE OIRECTLYATTACIIED TO THE M`JLLIOIJ CUPS, BUT SHALL INSTJ�LAT'ONW- ICIiS i x3G2BFA19 StTT -- / 6L^DE;ALB _p 1LlAR NQT HAVE AGAP 0F MORE Tt1AN ili•FILOMTLIECLP. AdA l 9NEETD N ti 1 TNEMCHORAGE H HOGS SHOWN VE B DESIGNED TO RES:ST TILE W MOLOAD9 CCFTIES.POtJON' TO THE PEOUPLO NLIL J LULL SPr--._~.3 jL-IJ ET S HA BEENALTERNATA EQNS'.�._.. .,Ai Nam_` W DESIGN PRESSURE MULLIONS AFL-CALWIAlE970 DEFLECT NO MORE THAN Ti[t75TFc53 MCRFASE:VA3 NOT U50 ptY DULL aYrrur'aYa....._-a U] � •� . %����` I IN THIS ANCHOR GJALUATICN.TH.I.S LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFWOOD SCRE'AG t%2x tti ullLSF£CS.-_.._.B S !%2X.210N v , d)YROPER SEALING OF ENTIRE ASSEMBLY IS THE nESPONSIDILTTY OF OTHERS ANDIG BEYONDTHE SCOPE OFTHESE• t%Z.Rixonl L S:CCS._....7 rc N IrJ ''�%, •li %~/ \``` INSTRUCTIONS. 1XZ.r6%w.W-BPt.'9...-._.B g XS, / IX4 X.w WUat'ECS..._.a 7_ �8 S}USCTHE LOMONED WIDTH OR 14MHT OF ONLY TWO ADJACENT FENE.S'r"nou PRODUCTS TO Of:-MINF.PRwSURES ALD _ >:3 / 1 • .I `B[ECETJ%S', ANCHORAGE FCRTMF COM1ttdCN MULLION, SEE DfAVPLESON TINS GHEE. ANOSHEET2Q FOR MVLTIPIEUNRS,CCNSIL`ER ���K PErt9i'j ~ mj a �__..}—_ - I- -, - , Andv c; LY TAYO AOJACEtJT UNQS ATATIME YAJQJ USING TIQ DESIGN PRESSURE AND ANCNORAGETPAIF.&. T!@lpW 3TD�IGY 1MXT'M %ZB'a tRXLBPEGS...t2 W 7' y, F PRESSVRECFMV MULTIPLE MULLIONS PRODUCTS SIIALLAPPLY tr %2.25%+m \s1LL6PE.^i._1J {(.. IAAI SPEC9_..ta 3 Z ILi 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES. ALWAYS ROUND IIPTO Tt£NIXiS¢EGIpWN ON TFiE TAALE{S,\ t13x?BL x.GiIML8PECS.-.O 2b ? .Z ]%AX.TJ L97.L 3FEvR.�._._ IF W E T' I' NCND'xf-a T)ANpID-n EA1BFf.M[NT TO BASE MATERIAL SHALL BE BEYOND WALL 11RESSMGOR SlUCCQ, WOOD SUCK BY OTHERS. MUSTNl:t 3EEDCTAI9. 1.ffiYx.H %=1x5 t^v•SPEC.S._. td G Q tr !� BGA 4100REDFROPERLYTO TRANSFE'TLCAUS TO THE STRUCTURE AVG!OR95HALL BELWTEOOR CORROSION REGISihVT M•%]13 MY\bSI SPECS_... t5 LL, ASAp..ROPRATEFCITSUBSTR Ut,'ATERMLDIESBiBMMATERIALSSNALLSEPROTF.CTEDASRMiIREO TOPR'_'KNr ss•%%'3 flit :V ZI ZI 2 N FL'ACTIONS. NI0.I%MF GU9 d�T.' 10..6 0. bl REFct:N TEST REPURTS- FTL-0ii3; ELCO ULIRACOV/AOGRE GATOR NONE £LORE'i.4BV!LDUx LanD o nuNv�ir '"' ToJ BEDF9;MUlLIONEAND CLIPS HAVE EEFN DESEGNE03TESTFDTO COMPLYWRTHEPEQAREMENTSOFTHE Jw N y CODE AND ARE APPROVED FOR IMPACT/ND NON -IMPACT APPLICATIONS f.N11:JON5%3:E ONLY70 BE US[D NYRITo pGT.AepFOVFENES1NA11ON PRODUCTS HAVINGCURB-NTMPROVALS. ARE N COMPLIANCE FOP. ll:.E N THE INFIL ,LEAD: D' fBt?e DETAAb : IIJDUANTRVOF UNITS WITHIN A MULTIPLE PULLED ASSEMBLY IS UNLIMITED PRO`NeFA T1UT FILE SPAY AND OPENING I- N.nL _ EETyti WLTEACH INDIVIDUAL MULLION COk.M!F.S WITFIT4E ilEQU1RF3dET'TS OFTF]S `IO•t PRODUCT REVISED R'HEY'HT CF 1yyIAg 10, the rlcr 1, Lon:IN Ih^F'YGRA: Build n9 Codv NUL � NSTRIMTANffi NOA-No. 77.0630.0� LC.UIB%plrouoP on 0526f2021 U DETERMMETHL'DE9ICN PRESSURE FEAUUIFMENT ILH�f'Pj FOR TyE OPENING USMG THE ASCE•7 STANDARD. � r TIONAL EXVAPLI'S OF MULL CONFTO'UPATKIRS: BYs_ -roEeeTGus+H- __r-NaP.e wLLLx'H'-'-' Z}CHOOSEAMlAUO(i TIPC THAT KILLFIT THEDEPTH OF TIID:ENESTRATIONPRODUCTS tTLAMED-PTR P e uc PREFER TO&!EET 26 To DETERMINE IF THE MND LOADING IS'RECTA:GUL:JC ORTRNNbUArMlAPRZCIML7. RESPECTIVELY.0USING FROM TABLES iSAON SHEETS 57NtUT12.A ETIdYORId)F;NDTHECMANJ L�RMONTALLYJ.OPELINGYTDENDINITHE MUU30K IS SPANNING THE AULLON TYPE LENGTH.W vBgT MULLION GAAGTYfL6 P' OBTAINED SlMLL MEET OR EXCEED THE pE21GN N'EF95UR=,REpUIRE FN M FOR THE OPENING USTAINEDIL \!% �' INUA. ,jI f ` / MLu STEP 1). EnpM' .. i :. .. I, DENTIN SFROM THE CAME fABIEUGED iN 5TEP4)ABDYE.RNOTHEVALUEW7HE RC-XTCCLUFANM IIORCAPACT'RE UL-D�, fLtISJ. THI5 VALUE : i „�;_-i`_"•-1__.......1 RGFRESENTSTHE Y'INDLOAU I'M4SFERRF.DTO THE SUBSTRATE By THE ANCHOR G AND MiUS1' DE MET 10 ATTAIN TtIE FVLL MUWOrI CAPACITY. i .. L___MULLION SING.E'."II CN rpltRptx+L UAL. 8)FROM THE AtIL71URCMACITY.➢3 TABLE ONTHESAdAESHECTAN ANCHC. YOUR AT,PEW SINDVERTE COAT THE REQUIRED o:4emA nnT.l I", AVC110TNEANhd7F1ANCHORCLIP PAT(EILV MAY APPL.Y)SELECT AN ANCHOR CLIP PATTERN ANDVFFFY THAT THEftEOU:PLED ANCHOR `•tt��•VCEq •�,v(��` -'FWd ::;PUA:U. CAPACITY IS MET. : J-7 rpP.aESI^ONUMGOETla9 MULTIPLE MULLIONS *: Na. 587G5 w FPiLAE tA[IL•.L 7J IF TIE: MULION CMACRY ¢BS_ F(.^•COTAPIED IN THE TABLE IS HIGHER. THhA THE DE3131,JuPPE95VRE F�VUIRGME{I( LGL F-0R TINE _ T} UPEV&G,YCl1MAYU.9E THE'ANCNOR CAPACITY ADJUSTMFNTFORAtIILY TOO�AIN THE LJ'Y/FR ANCHORCAPAGTN RE-0UIFED. WITH THIS ' TANMRDSUSF7. VALUEALOWFRANC11ORCAPACEYOPTILVIMAYBESELF.CTEDFORTREGMIESUSSTRATE CP.'DA tlULLUNG CODEIrT SDI m171CN BIVERIFY TTIE DESIGN PRESSURE RATING GBS/FTh FORTHE FENa=Ab ICN PRODUCT TO BE USED AND COMPARE 1YITH 7HEFlNAL MLLICXi FLGROAGUROMGCQ7E (FBCL IiTIi EDRT(.W CAPAC(ryfLgS!F�r'03TA=VEO FOR THE MULLION SYGTEM.TIiE LOiVC-R OF T.iETWO&LVIAPPLY FOR THE ENTIRE MULLLO FENESTRATION •-�t ORID.1;: •'G,=� AFAFA NOS -MIS FOR V:GCO CONS TRUC(IOH pgppUCT FS-15MY. vsS�ONAL F'� v\v FUUM DESIGN MAP.VAI. ACM•M15 HM'12 9)HIGHLIGI-T OPTION USED A40 TABLE VALUES USED IN A SPECIFIC APYJCATION WHEN USING THIS N-M TO APPLY FOR A PEPMIT. AL1II{IN MILI•BR;W`E. 3M70 FL P.E.p G97u✓ � DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CUP SHOWN) r;;Ta6a�s / aTsv.uu aI tip,. '` Ih.^.NlEO I G EXTERIOR .. . .� I DETAIL B: t9"•'°' MULLION ATTACHED TO 1X __sucxeoAs j; it�.w*ixa 'PTV SlbarMTF. WOOD SUCK AND MASONRY ATiA�lzln s�TAeLzs lane (STANDARD CUP SHOWN) I lraTwc c— ALL lzxns /+�` •' 4 \ I! � Asl1i!GI '..': ¢a! i1YJ FCR HR! f �! 1". CONGIiRa Ot C.4'•'� __�.CY/TMCC. u ITKATIbIi f Sa664. TAPIR 0 \r ,\ TaBUAu»aY `\\ •\ %'• Auxins n SIDE VIEW �\ _�S\\• .•Yie \.'� \` `\ I�j'l. a \ � OFF6Ef AV'LL) _ Lr ; \\\� rf • i CIPAMY Cv k'l� ,x .\, a' T Jai` �umuEwaYl EXTERIOR % eu¢'` �.� �`,••� ,:'— _ �'".:.•-' .rPaA>Enlco; e, FOR � —fW lli'.CYI:ISI9� •', IG7�4 �G 'c�- i 1�.�.:Y : F:wcW .TG 1 i ynktgnE, PvTu•Y, \Y� —�• • i c asT: es esEu rc-a! \ `�\` I/ •• E (oneRFRuainxs. \7 i __ I jeeErCiE• ,. M1.. �EF1T ' SIDE VIEW FRONT VIEW INNOO�TA'U.ATQ NQT[5+ 1; NICHOR EMBF13MENT TO CASE MATERtAL SHALL EESEYOPIO WAIL DRESSING OR STUCCO. Pj tlUANTRY OF ANC:HCR5 AND MULLION S!2E SHOWN AEOVE A.RE FCRPICTCRIAL REPP.ESLY.`ATION ONLY. BECATLSF. THEANCHOR CAPACITY 13 DASED PARTLYOPI THE ANCHOR 1D ANCHOR DISTANCE TILE FD�LLO'fl7%G SME=_7S.FOR DET?1L4 A-D, EITHER THE STMIOARO OR OFFFF'E CUP DAY DE USO DLGcATION OF ANCHORS MUST BE ED. 'THE 3) �I'CVDR HEAD T/FE NAY BE PANHFAO. HEXHP.AO OR MATHEAD 111 BUCKS AREOPTIONAL. SEE DIAL C.S'HEEr& S',FOR MASONRY APPUCAT,ONS IN MANSI-MlOE. COUNTY, 11Rf.ONLY AIUAV-DAOE COUNTY APPROVED E,80 ULTTLICON OR ELCO 114' S.O. AGGRFGAGOR MASONRY MICHOPb. m.Arnw /�xEa we6rPA*z / 6� rAP_ES W.I.Ia �.( 'I^ j AtGxalpP I EYC6DfEM' SNN��G.��IC�f, �� EtN .^.r x41 LYVLAG rt 6a nCr FRONT VIEW PRODUCTREVISED D, ,mplllmwl• t!G PI -id, HOA-Hn. 17-0630.01 Dxptr-].. oat• OS2612021 E %�O�l• AT OF .- A. LYNNI �ILLER. P.E. FL P.EA 58707 DETAIL C• .LION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CUP SHOWN) fCur LNV ES a \• )BESLm: xoD �� EXTERIOR�.�• % EaoeosTA ca 1 •m. ns•cw NH 21 RQCPCAR,6 0i6N FRONT VIEW rrecw:w:, tvu ; DKR,fl'tfl � Y.'gl?M9. N.l HAY I I Al3CtlE Vita T01 i ) M„_i IRNtliTYFGR: v .ANCI,CR " e0.EIxISiYIAT!_ 54L TAfltfE ,S,dO . •. ('YTANYZ LwuKSl mrc�-�eaav ,:. SIDE VIEW )pR LTIB&)LiEYT TO USE 41ATEfDAI SHALL BE BCYOND WAW ORESSLNO OB STLXXXI ,iTITY OF ANCHORS AND MU'LLX)N SUE SHOWN ABOVE ARE FOR PICTOAIAL REI SESENTATION )ECAUSE THE ANCHOR CAPACITY IS BASED FARTL.Y ON THEANCHOR TO ANCHOR DISTANCE, THE CT OUANTITY MS LJCATION OF ANCHORB MLIST BF. FOLLOWED, REFER'TO THE TABLES ON THE NANO SHEERS. F'OR DETA'L9 A•D. EITHER THE STANDARD OP. OFFSET CUP MAY BE USED. iOR HEAD TYPE MAY BE PANHEAD, HEXIWAO OR FLATHEAD. A BJCKS ARE OPTIONAL, SEE DF. TAIL C, THIS SNEEF. MASONRY APPLICATT]NS INA1JIMI.OAUE gUYTY,I EONLY MIAh1LDADE giRl1YAPPROVEO iLTR, CCNORELCOTT<•S.S.AGGREGATORNPZCNRYANC10FiS. DETAIL Ei r,,li +crA MULLION TO MULLION INTERSECTION NO_ TES: �..._ (U•CLIP) MAY EE INSTALLED M'TFZ OR'CRDSS' i ��'.••\1 INTERSECTIONS. VAA43 i 3) RAY BE MSTALLED HORQOIr4:LY ' (SHO"11N)OR VERTICTLIY. SI SEE U.CUP DRAWMCS. SKEET- 21J.T FOR CORRESPONDING MULLION. L� ( t •j ` 11� /1\lji eT LJ=-Cy e v S i N Z 4 TOP VIEW D & ` /-�eLr'-NN::Na onvvEavu OI m o z o y 2 � EXTERIOR � Z � Z 2; : Z Orap 3i ar_e 9rl'kT321JTGR n ' HtkE LCG1RgH9 ,,, FQ- NI FRONT VIEW r')E oe:rAna_ R W , I Y I o sIDEoewEw DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH • Ar.�F9 rvEia3lIE.Si0.alE, I; / S.e YAClE61M14R1 r rq✓! i, ! ), Tb16Tf4.sZMTKMiFiT1U'1 C,' EOAAWHX7rNi%aV. ,vlRI TnEI•. Di FRONT VIEW •uaF. ATxwocviwr;lwrtsE) rt+v�r+T CYEme. � EXTERIOR uyEL.ywANo;wsrcTs NCTFS: i) FOR2X WOOD -BACKED STEEL STLOS. %VOCO ANCHOR VALUES MAY BE USED. 1) SEE CORRESPONOLYO -ON TABLES, SHEETS S.", FOR Dummy OF SCHEYIS. SIOC• VIEW PRODUCT REVISED Uu11mrIB lying arltn Mo FI«IAa NOA-Nc. 17-0630.01 GP)mOon Daw 052612021 No. 5870 DETAIL F: DETAIL G: DETAIL H: FIELD -MODIFIED MULLION CLIP ANGLE MU1tI.I.ION CLIP SAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) �Y E 'I .EEt41X��]R}ia3!.4J1M]1 ' ,/v �,rDaPSC:M YA'a!aa:P1 ` 1 I ' N � ��`• O / O Z A ui -1 ,✓ TOP VIEW .i O O _ �j / EI:IInM11SIDE 'AXf X.!b• i TOPMEW Zj (w7 C, [.../ // i E 1 i aER.IroSRin,E z_5 fi eEErAeLas _Y 7 •.0 ` .EXTERIOR n� c — 9 e T c X O / I' C�RcrtiCRi. j J:\ "•rJ' I �'� Ci : rxcX...GLLa. Z Q C,. �. •��; Er:RL?pu(N EnD.'LsraE � O 2 .f!! L _ nog o u Y j • , is I � 1... � c a 1¢. r Cr_ � ••�. / , soruuL ` � \,,r. -_ �. QED PRODUCT REVISED u`ain>a pl 1 9 IU, Ena PloHda _..�1 1:>r"' \ Trr.,wcwa \ `.�:•. / __-.... J n�C�aaou` •.. sw ri:xib �' ....� �` \`\' /r ( __. xlu NDA-No.� 1T-0630.01 I• MERIOR cR,uscam +• P,ro nn,q SR6l2021 I Nro trJM..r =L Sinfi'OA'n,0.Pr'1. :,2 E E 4•2/'�`/; Y gy n xau GN!xunEar+v wr+nssn a: \ � �JJ �n'.. /'� NI mf'ti y broeuc-�omTo, 1 ,ry £ E � (� : �/ice �q` ` E��Wt'� •'��� � •� � t / j AL'JK,GNCl,�V7•T!nY It!! vlFl irOTESFORIN:TALLATIONOPI-OSH.' pt,1Y LYA/.y' j pERaw�,Ox i ,£/ c : a•C L�CENg�,.,l� �: I)USE l.V1GLE RPS PER MULLION ENG CUPS MUST RE INSERTED 1\SIDC•OP MULLION. � �:' •.F��- NOTES FOR Pi>TAII ATMY70PfMti5 Fl ATMYi OPfMtiS F: t NpI 2)UETA1 Ci:5EE TABLES 1'11<d FOR ANCHOR OUAMRrS AND 5'NEET32I•:9 FORrP31G o Z%� . 5aT05 - *-_ 11 UE AR IS HOTAPCLICrVY.E iOfl THE 6AY OR 13C %2.11'%.1M -LIL,ON. LOCA710aF- TAOLES,e-,73 FOR 0.YC11OR DUANi ITIES AND SNEETS:Ia WR HOLE LOCATIO!IS 3)OETA:EI: SEE TABLES US OR IC42 FOR "ICI MilQL'ArITrTIES ANO 514M721 FOR 14OLF. -� 6, E F�•:•���� LSD LOCATIONS. '�T •• j 3) ORTHIS APPLICATION. '""oAL •.�OgttM,:'�'�`C C A. CNJ14 MLLL'IL, P.E. _ E% FL P.E.N 58705 f � 1 TARI III Opbnln WAIaI (hY9e?Ra9/5pam 7n3.iors)wDPpn3T911ek11dUPrIC!ImdeN-IPari4!C ah ma wa n1Sar; ooh fah t20b tloh �_ RNI TRv:Y+^0 !YefWPM TMTN 1 T412S boa I4Ca.pAt TUYYiI1eV. f W+W TMJTAinO Pec1mP1�✓ Tn4�9aM.V.—H 1>'1'^0 1yL'x'B�N''celdn9LgtT....,?sLTjS� 11 1L8 313 0.3 2N]1) gn V,2U 281 910 19J SI{3191.]39 )1] ]iJ IfA Ml a8.f TJ 4.1 )9 1. 91 W.1 ]A lU 210 Al 2Dt l21 3:9 Te ]61 191 Ill $ GI's ftJ M 8f3 1).9 2R IPD 29 3]D St) 1..1 19 ]za 31) It9 12 91 NT ]0,1 tM 21J 211 u1 Ii] ]Il :1] l•? f0 tA) ]q an ]IA !A ]3F 210 MA 'U 3rA YA 11.1 v81 21.0 m0 XI ttl 21.] mC 9.1 � IS7 113 fit G9 to 198 M 3L0 1M 0.•h ]].I ii] IU 3A ]a] SN] ASl Imfl t].II Ie S!] fU UI 9D) IN 0 111 1LI u3 _ if 91n3 tlHP _ _ -dy9(qhhab 2 ti 11 189]1Pm] J r-- j o a w9OIY — I -717 n] fa - ,I '•'•-'- '—"'""- AneaOr Ca aai Tabh lb xIn✓ '�Y"10r) `J:T p1l U:tIwI t'1•ltoflaxm Y1C�Ds Ilhxs YtC fYa uesev W v1•Eie1:bY•m VI. BS Otc A9YKY'aI s'IL Den fpneen F ts•Ea 4:s: AOpM:fN ]ta ]txtl YJ9M i ner4G813vw Rai 3FPd firs+l tl A!lhlf I CIIPPaIHmf � :•t? ems SOl� i' }I? t-w re ,1',' �"j+•. t+. t1• i T YUY vT Y `tee aY.=^ I 5A!' T v lli 0+ f.YN• >rn+v ]aaM 3Av?�ALs•Ma Ot !?fxxattnan OGif4.V ]At i1 ]:aW 1 1'A of - a _.____ t W; Ol TP t� ]MM ]3141 R'l t.. U1d wA xse i tss ca tt9 1 tv�.RLf_.=�r.o�•awaeneemm:ttva. s). ie: rt;:_ ..._�._... rar. Qnb b tU50b YOL NO�4i rt0,) t4N BY.Dr tOilta vf� O5� c ft9 __ MRJ!TOC I�bSM]b WY+!!�e fC� R]0f tta If:•AWn.• 4.14� WA f!A9n riA NA ' 'yA tvsre rof a+¢. rt'A hT WA WA W NA NA nA �� :JA A•eira i..l ROJT!tr_QCIUJq. fax!+YrF+JOtR]u: msel calm w�! Hox trT Al roan n4 WA T'°t" x9a. j'�i"'i �_�___ ptp pA -' fArc1m N:fY ue. U.GF1ICOb. St: �p Dr i WA WA WA IaA a 1Jta NA NA ANCHOR CAPACRYAOJUSTME]RFORMUL (ANCHOR CA .,„•,„. kNL:!UH CJw.,,, USE THIS FOIUAULA TO OBTAIN Tl P •ANCHOR CAPJICITYREOUIREO' CORRFSPCNOINGTO AN AC1VAL PRESSIRiE REQUIREMENT FOR THE OPEN] IG. WHEN IT IS LOWER THAN THE MULLION CAPAV TY (FROM THE TABLE) Of THE SELC'IPD MULLION. IT W:LL YFAO A MINMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUAIJFY ADDITIONAL ANCHOR OPTIONS FRGATHE u1cHDRCAraarvrnEl.e PRODUCT REVISED 9uIIGInpl. ycalla tb0 FloHaa Holm.y-or30.OI P plmNon D-05.1262021 mi �a c.��T•w�r FIGURE2 _ TARLEh9TE5: 1) SEE SHEET I FOR INSTRUCTIONS CN USING THE TM'X'S AND SHEET 2,1 FOR WFOPJAATION UN LOADING. SEE SHEETS 24 FOR GENERAL'NSTALLA"ON METHODS'j-- IIIIII III �JJJ 2)UYEAAWTEPPCiATiONDETWEENNtU'.LLF.NOTNSAND:9RCPCNNGV:'WTHSISA'_LMW M . ---�! 1 ® j+'flf ® ANGLE ttIF MUST BE U'.'F,D IN PAIRS. FIGURES: FIGURE& (j� 1 T hItF110N AND MULLION IX.IPS SI!U OL ARE NOT W SCALE. FOR EWCT DIMIONS+SKIN.:, SEE SHEETS 2123. IN THE FIELDXNATE!ODMQJSIONAL RES'IRICTEONSSFIO'Afi CW SNEET52!-2] FIGURES GHCWSUIXPESTEO,APPRO.KtMATE HOLE I.OGV11UN9. JJ SUISTRATES: CNCREIESHAJACCNrORM LCON.-rTDACI OA7 SPECIFICATIONS- BEPRAANDE-TRETED CONGRLTE BLOCK LAIR(-:A!W SMALL CANFOfOA TO ASIM CM.YR%DD SHAIJ. SF FRE&S'vRETREATEO YEALOWSOUTI/ERN FINE WrM AN SG OF 0.55. ALUMINUM SHAU. BE F=TS AND DE A MINIMUM OF.123- THICK. STEEL STUDS TV REAMIHAIUMGR.10E 0JA7JC.015'TMCK ItE GAUCE). EIRUCTI!tJLL.&TEEl ]O RE AT THICKAfIDASa.ALLANCNURSIITOMETALSt4V.LE%TE'VD AT LEAST JSCAtIYTHRFJ'J.30EV'OND THE MATERIAL. FI0 a 312 ANMORS INTO WOOD MAY BE STEEL I%5^u. OR 310 SS. 2.Oa1' F : za 7 1•%2•%,C+^!dUIUNI I t! 1i LYly '/I/ f ` •'."� : tk; Ho. 532D5 : _'r-' = j� -p �?t %O •• STATO OF �'� S10lVAL EN 1`� A L'IF2N 9aBEEV3, P.E. FL P.EX 58705 r— Oo.mg WldN f 11wey-aPorri2 rtJ&IonS)oTOPenIn9 HeIBM Co[� •a:sllol. MMl.A—, SS:e 6:r rom ro T TAiA S 10. P n RTctayNw V,ttlaaN. ixd«t va-1%Y i a•.' '0L I-4t—IIay li+atiN ai3A9ai I-- sc was u! a<.s tArt 1aaa sn sa.r rmz Irea[it •1s 1c.ai x! nosT vsz nea :rs 11as YR IrR.s s+e Ia1P xxi +ssa cn wt �_..__ I x+ 'us 'f+a uT rx, — a7r BA aea �- aL� 98u aie !! Sn .f• 4 YT. :Mai <w 1o: •t !Ca I1ez Jm mL 51: ,asTi Q5 R- S: has aW ma I ax1 Wt su SP. zn a.a. s+.s %! as Fae ]A'. a» cs +x W.o s» z1.c ass W.a ; am yx• es:. 1 r> <z 1+as' rs ea• asa 5zt an !.1 aas : rH ur sst eae afn ses a»am <w as,a+t aca a'lo aIe as a:a'sx eu aozsr is • _. � ast ._. , •a ._.• ur ua r. z —'""'wa fro ax em am n: sa sa• Ja ,v _ alx oa awac m nsns ar ar aLl xs as xss _ xio sxJ :as rm zu : as •ns i ns s u.s aN - .. ;,:� . za s.a xe suP ae sTa m ua >.r au as xP n. <sa zra ais cP i 1 5 ' az?Pn_•a r1,NPu, 11Iu:sasr !: •m u!+sa=.eeaarYr.Dat r �'.'P cxa' xw n.• I zz We... axi :a ns• r,H o.e a, Y,e iH aaa m mo zs< zr.1l zN aqtes,z+, !+, ammiaa.,]1 .iH:EszN ;I _uL�P6 •wt ; L. .ao z'le tzt I ub x• aam no xIaz 1u80s ax•e0 np ',�s.a Jiz i9_ 1S tAV 2Ra a+asr —m - —z,ia»» _u1I .x�aRs•e9 1a51a aa mzu m a w roI m'z_9i +r. Do_a xIUs Ier� 'u ss i�.e j 1w az 1u Ix ix as u n.� 1ra _ ,o ao m ar I Ix ,ar su +AI _ �.T 9tM ,aG IN s.a _._. 1]B ....,..._ iSt ._ ,w 1a1 u" a •<b 1� 1!k I TABLE 5 .III II AwaType. Y'6'RaW <an +Y:w<evxe YI8' Eka �� ��_ 1:6'F'seUluan MB vrGW Pnaeriu III � _^�FdtT Ualatat Y!T Etwramrlmi 1' LiR' '1i<•� lar �Lla• Vlw �� }%J' '++- ! 1-1%•' garY Na.oc+sravata:HamrlF nl m•y1.,5't<i+9C l9:rl:mt 9>oa«!rmn;. to axe. .wes a»o. _ Rs fta 3a WA m•u Ww •'.X9b< ,!a'i NRt nosy xLe e<_: Wa Haa'w .Na i< EAn':a 'III .III L1 at5•ai�v ClUttn me.lii'4an.Pb.<i IAn:OvliSr•1"L. Si 1A+,ERt to 1.,5 Me_ O G i-0y;ry tl 194. A tiA ns' __At f'.2tM . •�-. WA p<1 w- W'A IUA KJM --. WA v^a M <PM Sat t wA Imes ANCHOR CAI' ACRYADJUSTMENTFORMULA: ANGLORCAP.., sk C N to �yy weaual n[wxa _ YM (`-•)X `MULLIONGIP.,,s..,</ e 3 ;� t'f 98 a%e 'na'Eta iN'S9 ako nfa Yteel a4tbke! nt 6aa: LS FORMULA TO OBTAIN THE `ANCHOR f � a AaT.<itar Noma AtrldlwJ <rew ;GEI a ov, ao<.(ml (;,SE iNZ: O 2 blurt' a.si•- aa:a' rAPAORY RFx"`UIP1L•COAR&iPONDPJG TO A4 �. Q. IEO ,—j' Daw ! t.,rr 1+rf T•�_ Sa'a• iS"r mnn ACTUAL PRESSURE R£OL:IRENENT FORME ?'+ a r aHm :taM .n:Lt W<ia wab, aft L•< zw [uod OPENING. WHEN IT N LAY.'ER THAN THE AI"ON w SJItT -_-• a nlcen OAPAGTY (FROM THE TAEIE)OFTHE ' — w h•A 1uA W'A WA tat N, iMULLiON.tt YlILL YIELD AMWMNA:•NCyOR • or n CAPACITYWH]CHMAYBEUSEDTOOLLVIFf ro!mpNlnD .lrhEF td PR C d NrP NN taM1 ._TWA :'4t •.YJh FCA r,54a a nllw ,erM tlab Trn ¢e 9IItt 34Paf ANCHORULANCHOR B!.E. FROM THE Build r+y o a100a aL m!... -' may'^ A.VCFitCR CAPACRYTFAi.E. NOA-No. 17.0670.Oi NM WA WA E1rpHTaBon oata05262D2T FIGUR�FIGt1R=2: I � ® TABLE NOTE. , VNS ON USING T.LE TABLES AVD SMEET L FOR WFORMATK1N Cw LOADING. . FOR 'NS GENERAL BEE SHEETS 2.4 FOR GENEMLLN5TAlL1TlOtJ MET71CiJ5. Ste S E SHEETS 2, LINEAR INIEPPOLATICN BETWEEN MULL LENGTHS ANOIOR OPENING WTDTF* ISPLLOWA OLG ONEDAILLLLIOIJ L'AIPS SHCYJN ARE NDLT0NS&ON LRESTFOR RITusIS H(WASXX4S ON SHEETS 2, 1 HOLES TO REDRI:.LEDINIREFIELDFounw,NOOSA3JSOP:ALRESTRICiONS5Ht1WrtONSHTET521-21 HOLES TORE tow 2f1M" 155 U 1,1 fly , t` ` aN Nye y a'........... y ® ® ® F'GURES SHOYJ SUGGESTED. APPROXWATE HOLELOCATIGNS. L ii ANGLE G.'P MUST BE USED VI PAIRS. 4) SUBSTRATES: CCNi.HEM SNAL: C N•iFORM PD ACI XI SPEOFICATONS. HOLLOW AND GROUT-F 1 ER WOOD SPILL BE PRESSUHETREARD .3a5' 4 _ No. 58705 FIGURE C. CONCRETE BLOCXUNt IOMU)StLMLCO:iFORMTOASTMGSC. YFA..CW SOUDiERN PONE WTH AN SG OF 0.58.N.VMWUM SHALL BE t�TS AND BE A MBJMU, OF.125' STUDSTO BEAM;NIMJRI GRPDE3MEI0S. THICTENr)AI.r,.TTTLUCTL'FLV14RFADTOSEAT p•}t•%.FS I.ar1LON _ - �✓ �FIGURE-9: II II ® THICK STEEL LEAST.125' T11:Gt AND A36. ALL ANCHORS INTO METAL SHALL EXT�LO AT I.L:..ST 3 SCflEdI TIIREAC59EY'UNU THE MATERIAL. Y.08912 ANCHORS INTO WOOD WAY BE STEEL. 186 S.G. OR 410 S.S. %p�•tlr.'�E F �J AL E?t•�• A. LY 4 t laER, P.- FL P.E.V $8705 B2ig I 9I 7 F 1,11 a 4 E !12 LTW., ]aau TART IiIAzfa Tnt L'rz lkaMncnb � va'fkO I:L'am UMO+nnk.A SO T.CLa133C:E: MW t?0!lG kvk:.atYAan. .\ N,TlIF-TfNOViD CIP ANCHOR CAPACITY ADJUSTMENT FORMULA ¢ 0.� � o NVCHUR CAP.,.„, U'� >:ANCHON C.W s� iirwC '' 'r rvxW talc 1L1P.11k(MIILLtOVCAP..�r< ¢r. =.an ro awl .usvc ausw+ " T NTHE'hVCHOR ._ rwmtl s]w;at sor.ps; LEE TM RECUIlA.TO DB N pR0000T REVISED Y aPl 0,'JX' CAPAOTYRECUIRERMLIAESPCNOOR TO AN a plying WllN the Ploritla �yq• w'k] ACTUAL. WHEN ITIS LOWER FOR MHL BVl-;Cone sc{N OPENING. WHENRIS LOWER OF THEEA!UWON NOA-No. :7.0630.01 r if ETF.fiEO aaii CALLION. PROM TIiF: TABLE) Or THES EaylnuOn Date 08261202T ka aa]!¢a CAP/ .RWILLYIELOA USED OQUALJR In'9 as �ma ! p71;'--^ %A fists CAPACiTYaa'l11CI(MA.Y BE USED TOOLWLLFY B •'�=� artib HO tm sN ma ADRRON.ILAVC11OR OPtIONSFROa1Tl Mi mi�La Prod of'LOn1nT" nA sU as iG ca —s�� ANCHOR GAPACITYTr1BLE _ NOTE:•F,qRTHEOFFSETCLIP,USETHES%.tsE ANCP.OR PAFTERNANO ANCHOR VALUES fy ..o - (,�CiRCLEDVALUES AREUSED 114 THE EtV&IM-SON SHEET24. FIGURE 2: ANGLE CLIP lAVSI' 3E USED 39 PP.!N5. 4 FIGURE 5: FIGURED: TAME M1()L= 1) SE_ SHEET T FOR INSTRUCTIONS ON USING THE TABLES 11ND •u" EFT25 FOR INFORMATION ON l')ACING. SEE 5 iEETS 24 FOR GENERAL INSTALLATION METHODS. 21 UNF.AR IFTER.'(AATION BETWEEN MULLLENOTHSANDIOR OPENNG WIDTHS IS ALLOWABLE 3) &1 ILLIO'd AND MULUON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT OBAENSIOYS. SEE SHEETS 21.23. 140y ES TO BE DRILLED IN THE FIELD r(XLOWWG 0!MENSICNAL RESTPJGKAIS SHOWN ON SHEETS 21-23, RRWHES SHOW SUGGESTED. APPROXIMAlE MLE LOCATIONS. •1) SUBSTRATES: GONCP.E TE SHALL CONFORM TO ACI 301 SPEGFICAMNS. ROLLOW MO GPOUT-OLLEO CONCR_RE BLOCK UNR (CA1Uj SHALL CUA�FORM TO ASTrl C-00. WOOD SHALL BE Pfl�-;SURE-TREAIED YFILOWJ SOL'INERN PINE WR11 AN SGOF 0.55 ALUMINUM SHALL BE FAE:L15 Al0 SEA M'N1MUM OF -IW T1!ILK. STEEL STUDS TO B-c A M!NIAlU51 ORAi)E.3.TANO.D4S THICK (tn GAVOE). SR:wTURAL STEEL TO BE AT LEAST .115• THICK /b,0 A30. ALL ANCHORS INTO METAL SHALL -XMNO AT IRAST 3 SCREW THREAAS BEYOHO 111E MATeR W_ 5SU dY!1 ANCHORS INTO FVOOO MAY WSJ 18Ji S.S. M,iw ss i `` , aaltl 111 r' . A()NY LY l " � IICENyF :��( L. —�!� �O�•.• SATE Fx F��: t'Y2 T$'X.37S lARLUN i�tQs'�nR1OP.•aG`�t` A LYNN MILLR F FL P.E.D 50705 nm ¢$ ) I I'- i �vdY3 q � Q� 1 � 4� 1 � gg $eg 1]6111�1 In4 41 � lscs BIA NR I2Ed IraB n¢a WB 1`A 1�1nn C isa iim rno m � .. I Bu 11.A N5 ygCyyyY UY Im:n aaf ru so.a 21s Y.I (:ur 2za S)I x1s :u ,—.s :n faa � H) un :N f¢7 rtt uo : o sl a ns x) m) ratr)1 j fa] r)e zu laf rn us ns j li.a elr I4U vl !u :sr 'Ids m __ s ue rM sr rn fas m Tr-- 1—1a Q Z O ANCHORCAPACITY ADJUSTMENT FORMULA: ! �Sa ., k0 LE58-_-._.,��_ Anplvr C, aapar Tabie 1 r0� —� - -�]la 0.nlll Ia. cznu ar)ON rirA�' aAav lO ^'IX�(y0.jlR�l.ION 0.VCHOR CAP. 1 .a.... •BaEn aM'Evs W'�EEo a!09xq nrFEM auatw u CBp PaOemr="E]Y•'t LM Fho/Aaxn v]'[xa lmecan ytaam Yb'Eka- U�_�4'Ecn lmzoT Am yl Inem _eGzy 4Ky,�p -a!Gy 'iJ TY.IS FOH6IULA TUUIFiNN THE'FNCHOR PROmp REVISED h rha Flvllda yy yy III k'y�OlOru Nt r r•1? �,i• I r•11a }E4• r' ).V" ?1.0• ••• Y_.� OMT�r1N', e4�'aj _ E D�uld�n9 LOdeW -F r uT fsT NOA Na 17 G610.0T ......__._._�. lys. }}.• 1"1w• Fur r o-ur n14• Im)• _ EmbxaM.;nk :aNb OH'N rl0 &+ Tip PAJPF±SURE NEOWR'TA3fF FOR THEOPENING, WHEN RIA WWERTWLV INE MULUGNlvAbATHS TASLE)Uf•1H85FJSi:TEO E omv 05/25R02T 4tt m�l3a'rpy tNsa n¢xs avi lla 11Yc mz CAPAMILLION.RWILL YiF1.DAMC)NUMM'OIUR MAY IaA N•tAUGITITYCHORCEVSEGTJOIIHEMia bib 1Oxi mb rNGEr ANCHO CAPA'HCRCPRCN.S FRCMTHE- ebcbl %JICHORCMACIlY TA3LE, 'I rArcbn All)'WlO.C1Fno 6AT t=d YAM . wA wP E: FORTIIE OFFSET UIP, USE TIIE SAME AYp)OR PATrERtI AYD m ANCNOH VALUES AS THE STAVCAfiC C11P. C4TCtEp yrJ,LtES ARE USED IN THE F]VAWLECN g1EET24, IIIE 1 FIGUT EM TA2L F. NOTES: ®I ® ® I}SEESHEET IFORINSTRUCTIONSON USING THE TABLE'S AND SHEET27, FOR INFORIUATION ON LOADING. ] ' ® Q SEE SHEETS 24FOR GEHERALINSTAL:ABONMErHDrS• 111 ly f !IlH rll„ '- 2;LINEAR IHITERPOLATIOFISE11WEEN MULL LENGTIGANDfOR GPEN" WIO1H313 PiLOY/ABLE. I,tYti.i 3)EIUWON AVD MULLION CLIPS SHOWN ME NOT 10 SCALE. FOR FJ(ACT rMENSGVS SEE SHEETS 21.23. 27CA' �` UCENTp''•����' HOLES TO DE GRILLED IN THE FIELD FdLLOWINGDIMENSIONALRMMGTIOfISSFa'VN ON SHEEES21.2- FIGURES sliovi SUGGE"STEG.APPROXIMATE HOLE LOCATIONS N0.5U705 _ 'II M'GLE CLBaMUST RE 4SED RI PAIRS. 4)SUUSTRATF.S•CGNOP.EEE SHALL CONFORM TO ACI 201 SPECIFICA7WNS. HIOLLOWAND GROUT�ALLED fANCREES SLOCK UNR (CMUI SHALL CONFORM TO ASTM CAO. WOOD SHALL DE PRESSUTi[ TREATED IGVRrA: F[GJRE S: FIGURED. YELLOW SOUTXFRN PINE'JUI AN SG CP O.SS ALUMI)TJM$HALLRE EC5i l5 AVG UEAMLYUl.UU CF.12s �0�.• STATE j(�'j}` INICY STEEL STUDS TO SEA MiNli GRADE Sl AND.04J THICK (!A CLU)GEp STNUCTURAL STr.EI i0 GF_A7 ��� FS •• A20g1ON. ; G�� ®' Il__.u� ® LErLRT.123'THICK. AND A30 N.I. ANCHORU INTO ML'TALSWLLl. FXTGVDAT LEAST3SCREW 1HfJ&]D58EY(lA9 f'X2Ya-X CSP D!1LLIOR ♦` 0 ® THE M.ArEWA_9:0.Mf2 ANCHORS INTO WOOD MAY F.F STEEL, I" S.S. OR 410 SS. aNALL1�T ♦♦ A LYIfIS/M1SjLLEIi, P.E. I II I III I �I L, I ABLE'SA I I'I '----•' .-......._ Dp9nt.v WidIH OtY3r3grADraaemng vatluls)Dr Op9nin0 NeiAet BDr lrxt'fdDA`S4DGlln3 rrUton) C 9 _ I Nla aH TDL, eae wn twP rnA Nam s�>, } �. cB9ypStr TryYNp RlcfAyGi O3NEwC Pcnry.Y LaORdmp :Is:Wylm lmmfuMJ, VxUnOrm TnyTnAO• I>WVbr RV P3^G ¢^T::43m TnVR'+m Ih�'JV4f Tr+MauC Hvyrg2ar Tw%rnF R4Y f I']8+26•j Y IDdry Ica -v UIYaB LaTV Ulary ''<ma'n lOuLm LtmsX LueA fAGLM IuaM trna:D _WA:q IDvi9 Ur40 Ua¢0o UOSe9 1. SO i F0a`A4 e x 1 S g Wil gg yy 3 Tubb Bl3i6 3 ��'�' effi. 3 R� frs Z $y z si I W lac 621 IJAD I15 R0.>, TM im01 Rf IwD l+ID IiPA 50"i Ita3 OX: ImC 519 ROa Ina I1PA Sat 1m.O Ra !mD RI U.0 utt 1M.0 Sil Imo ird U9.0 SIt I lid Im9 m1 Im0 6`A lmv BM IIOA i12 ITP.o w 11¢D It. Imo aat 11aA 1:Tf f1¢0' 1mD 111T TAA (5l ISi13a1 1ST}IR.O sm 1Ma160.Wsm ITOA TIT 110.0 593 lad UB In. ml IMc »ta Imo Cat II0.0 /lU tm.. rJ I39D "I Imo! ilI 11DD HN fmD Tb In3 AIM ImD TN IZIA 1193 Imo TSB HB3 AND I5B m091ImUO 0Itlt IaD l51 In. Rim0. BDS ,fal Ibt 1ia0 am 1113 IBb ILIA IW!tOBI 1tl1 ImD aal t101 IT¢3 Ul 1)0.a IESIVJ Is.S Alb n60 mt :b.7 IIxtaib) III.O 1155 11¢) BID R.a tfb ImP' JIa I:d.B 1N0 t]a0 W 131.0INB 1S - 3]] 119A 1N9 51:.T ab ICGS, 1N9 IR9 W Paita19110.] W S tNB SN9 110.8 SIB t9 ZD L) 6 �' 3 g an ITBA fa !mD lU IAA 'fG5 »I.] Col lU.i 9" R0.T) ro +012 MS 1T.1 m3 9aA Bb 112A ms BLI tt» +ai'.1 TIT !!I M p].$ itl sY9 W G.T TN ail BSS 6•.I IN p =� { I y: RA9 BD] 1NA W: 1T.A fA3 tt{B LU BIA NO 1011 !m 613 DD 913 SSB JIA aa3 49 j aB MA W )]A IW SI.S I6I R3 tU] VA al B3A CO 1¢1 am G:f IQl j N J tR3 RI 111.1 9Y BI.O� 1At 9)0 9» i0.0 RI Os.1 _a5 M.3 Tat mS CD] mT RI MI SSS Tla RS Bi1 SA IaA T31 SSA UB UA RI sBF fs1 ]Lt NI � Q lllh IBSA G).l fC1 Ui N.l EN wA sm Tat BN mF i Sm 41 BM }9A Tm 30.1 Ba &A T.I SOS At1 •AS 351 tl.I CM SLI Nf M.t MI S1.) $N ]IA OM 51A aN z m C _ '��` """'- IDS Ia1 4B Sls ]T] RI RA St1 a19 Ii] ri3 S!I )0.I Im ]¢9 SM ]YA GS X Z 2 9�'h 95A 9J m.9 IIa U.9 al{ SIS 41B rlA aN •?.D Ma H,1 M! IlA IS] ]1'a SU ,_- ..._ .__ a NS IU SaT I0/ aaa IU t1.0 >OS Sal Ib IC.9 390 riA IR Na ]a1 b.1 IB2 3T.v VO al.I I. Sal ]R YAA IR 2t.0 1Cf IBA I IR ]AS ]'B ISY t52 RF I53 a N __.._ �._. _... ._�.... _ c mt XI IP3 3R I1A ]m 13F :f] nIm IOIF ;dt Y LA R2 31.T ]R -7 31. ma 1� aSA 311 AI ]11 ]SS M3 3LI Sm •a.T SDI IAo .Si RA ID »A >T 1!A RS-•.•••.-... _._ ttl'n al >SB ril SOa RS !30 mt ]0! ]Sc 11a 2i1 313 11.0 ib 9.1 ]9T 19.3 3>a 10F SSS if.f Ra I10 aa/ -it; fb IBA ])< +25 SO iIA 1T] 1tA Tl3 1lF EO U X Q Z U :OiI m3 TU il] Aq At) ri5 3sS IBA TlB ]¢3 2S PS MID 111 aSl. IU 29 IW ]tl t>I DY n.a ab tla aBF 1JA I ]IG 89 190 117 I3S aT :m I3.1 ID 2 a; z .0 a fABLEIEI3 - ANCHOR CAPACITY AOMSTMENT FORMULA:'O>t Mc11OrCa 'Ti ellbt ANLIiOR CAP.,,,,,,,I i SSL")'C III A9 ,rse ].h r4e>nl M SYGM �._- I NOIOM Paa3tllu `PTWza Snta ADP••)%(+ANChtOR GW.,S, F $ n Lt?Ora va•aBerd Y,Ctkc yr SS L'U Vm 310-3; A.S]ICI rWf� FORMUNCJ:P.LATO OBTA IN wrCAp PBIRms '°"r R3° L6-NCO Wrsm I yr Etaun9c L,.Z,m 1T3•ENa Mlrsm yr E[auDY yrsmm(fnvlm ApJla]Cm :vfl3iisvnipry S.m•r CUSEAP THIS FOTA.9URSO'CO R11WON•ANCHOA PRODUCT REVISED j-1vS bui TLt r 7 aIR T-• 1x545' aN• a.Vr CAPAP)TIYRESURED•CCRR[MEWPRIGTO AN plyl�0 ith lha ilAalDa _ 09�a OA�tmaa@ _ t• S.cr - vI_ esiny Cotlew a.TBAPmanT vSr 1Jr I•br _. r nIm' +-vr `u N• OPENING, ,WHEUREREOUIRE..THAN FIRE MULLION L NOMNo. :7A630.D1 3f ]iclnm 0e. ua AC rS:v mmalm Gp-_ t1 ]a CS aim G)of YN in' I_+an' o Smm alm m I A53 b1 e. {Rm m'A.m CPL'NING, WHEN IT IS LOWER OF T EHELECTED --.lmIn.---•.•.._-. _..-'.'� �_.- wA hM NA l;l-)-vA .y3 + SW Dn taoii Cr1PACiTY iFRO1f. T11[TAOI.E)OF THE SELECTED Erylnlbn Oatm 05261202i .nmevn>3:: svr aals!DmapannlGDm2t3 uam Jw Bnuw Lt°" _.__....__ y°.`.'�_.1 t .lxncgrun.4C rF)'es NGurG' IGq 3) Im fV Tam OA SMs+ `I.A' M 16o0M S:DLt tm Yt nu 'i4t9iYUftl IEztl 3)' : e'LCa itaw CU AO Y',*RC:, MAY Us QU Urf __- SA21MSGa4'Yn0.C.:!: Mm.'Y Atic DR_cA ISM tuA ,tA n:A 15\ NA kq ,YA Iu3 i taA l�l \ rY.sl- -»Md CAPAC(R'NrttGHMAY BE USED iD GUM1FY Mlam'1D" •• +Mmla'uPV!2-,+'i Izs1 ID]a Gam t:st1 N>ra Wla tUm 1Rn3 901m '»%BI' CSn Mi.tlamt m :s'.RB /aDCR70NALANCI:OR URIIONS FROM THE ePrADueeCmn�- a>x11n QI.1C't1n0C•F T.a+i at lit atiDa IS'A un -kA 1G>d IVB Ntn lCW YD un� ANCY.Oi(N'ACTSY TMIE ICTE•FDRTHEOFFSET p.IP. USE TILE SJSc ANCHOR PATTEW-AVOANGIOTi VALUES AS Tr STANDARD CUP. Fle 1El FIGUI_!E Z TABLE NOTES: SSEEEETET1POR GENETANBOLYUSING ET TABLES7UJ0513'U:T'E FOR MFOM4ITWN ON LOADING. SEF. SHEETS 2-4 GGlEITAL 4V5TAL.lA'TK):Y METHODS. 2)LINEAR INTFR,POLAVON BETWEEN LULL LENGTHS ANMOR OPEN+NG'NIOTFS R ALLOWABLE '12-5 • 3 nl�rr' FIGLRE 3. ----1 MULLION AtiD MULLION GIJP55HOWN ME NOTTO SG•LLE. FCR LYACT Ol'ArNSi('NS. £EE SHEETS 7.7.L ��11'` :: ••uCENSE,�('r� II ® { i 0 ® (SOLES TO UE DRILLED INTHE FIELD FOLLOVANG DPIMSIONAL HESTRICTICWS BItOiW ON SHEETS 21-Zi Q'r' ••.fn� ® i FIGURES SHOW SUGGESTED. APFROXIAATE HCLELOCATIONS. :0-7 _.I. *:'/'' ND. 58705 ARGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTIL\Tr:CCNCR=WILL CONFORM TOACI so!SPEC�RCATIONS HOLLOW -kw) GRour-FILLET: CONCRETEBLOCKUNR(CMU)SHALLCONFOMITOASWC-SO.WD000tIMLB=_PHESSUC�TRFATFOp:. F164'{tF a. FIGURES: FIGURES: YELLOWIOUTHERN PINE WRT"AN GG OF O.SS,ALL#0NUTA SHIVLGZGCC-TSAND eE AMINWUM OFAVV 1'%9.13T%S'MlTUd1 T •�� TH;CK STFCiSTUGS'TO BEAMWi0.1lPA GHNrE33MO.O{T THICK[IS GWGE), STRUCTURAL STEFTO BEAT ie•YV MI1L110 SOT•.• S t< ;•{�� O LEAST,125"fHICH?NII12AAIIASINJU VIMO"YYSESTLLEMEND OR.,GTBSCANl711REMSBEYONC M �lCs••.:CORID?.: ® ® THE MATER!Pl.Y.1B8 AR ANCHORS IIITU WOClJ MAY BE STEEL, IA85 R. OIT a1C SS, r�S%ffAN L • A. LIVNLlk P,E. ,�, FL P.EAT 59705 gffiI_ i Z IYum.TUEo .� i s'_ f_ IS v Pill'i0i'll 7111111 5'_ B 114 T-11h, itz $ 1 1 s g y s s biJ !il '-' La m -' ne m !AT iN a.1 �• Nis !]A Ail NI ni feA -•W fIJ n) Nd !00 ^J.1 Uu III aN ]T] 11.1 )01 LS E In 24f a^ Aa :ri �.a m Sad L A! NI 2A0 NI AI AI AL St1 1S1 1/7 14.a f10 HA X )5T NA )11 IA> >51 11d ]I) A3 3]1 SaA JW 346 3M11 II.0 ]D! 14! ]ST AI IDt NSA ]Si 1TA T•1 N _ T ...... ^"— •cliibk oa—u ANCHOR CAPACITY ADJUSTMENT FORMULA: G.P.r,�,..` s x a.ib!•s,cne An<AuiG ]dr Cas. nalwfau F: t• s'ctl (AN440R CAP... top-I%`MULUUN �>daY strLao --'�- _ ]IS Lxo v!•emvaxm stcro ;afCu: v sa a, ar slm aIIA>•: Ivaa.� CAu,.,�,o}nAVCHOR nN R PRODUCTREVISED AsSfcif �Fp PaOem1 + v!ve,uao, tN•{�m.;o, Iere:a xta•w:rt i3 _.....)...._�_ •Vlm'Or=1 ... .._.. t=r_'o Aa'N_'SV"°'v ._ +513•i•+t5 I O) 1 �LN _ U9HTFIITYREQ To ORRES THE REOURLO•fARRFbPLYJF4VCi TO AN { n pl]• p BullelnB coo Wl Ol feo Ploilaa P'17A630.01 I Ey+l»Iree al b1? r ! 2,:,r rvr __.•'- yir ____.... i C •.....:...._.. _�. Nx __.x_ t.v- 2— •"T"•--- Ma• d!• - .e ACtUA #I ACTUA:MWIIEUITIS NOA-No. '-' Emcroraaml Fw• -ti.• 1.1.• w/r Y 1�/l tN• -]ts fuu Sn4 I..M• vv! iN a+ '100�-( Nc oy c^A Iq Nibv' N3un uomr LOWERTHE UL OPENIAO. W11c41T'•,3 L7WFA THAN THE MVI.U0+1 1 Eaplm bn oata CIS 62021 f•uuu.::/suw.dwomuab?§. ut)! ]an 1•c ]Alv a: ¢r ! cGi bn +G14 Sim/ uMaS Na ca H; _Nc4t H'� 4uM Y: ns trrow CAPACITY(fROMn/GTAVLEI OF mEEELEOTED .. _ t,Jo ppryM1l µl: yIDy _Ngma :yip ! a llwly miy5 ix=—w'•ti ]Fr. a. � s!'.a 1 NA tw In. _ reA- ISm mi t(m ea MULLION. IT WILL YIELUA MNI`AUM . ]•uh FF icwvstllo OSnlao,f4 y_tsy In bUaa TYOp irY.ip '.mW StAM N'•\ lWp 1 )b HS lW AJ :65)N fro) WfW I:a v._ CAPACITY ViHICH MAY BE USED TO OU!UJFY Mb oPfoCuot COntrO aRYlmOC1 VT N)A�,bnpf,}i05T i001M -A _ I"O b! i_ itaIYn{ix Hnp /:ntn a OPTIONS FROM n!Ea'v[ c )DYNY. e.0 IRt]r){M,Os)/Ob iASNe. Ft./YGy, rta, if•.Wc(fY.IT! I+ _f 1>A M1A WA W� N'aA NI _AOOr(1UNALANCl.OR ]4CU ANrHOP. CAPACeNTA9LE ]Ma-•.+._ f-)T.•Lt+>FOf)gP1ry.3t? YOiv r 1%, �� .IOM ]IDia N•A 11SM -14\ MA NA ¢a Ii]!:+ iMT'.ipl tYu�FCIF®t*O. bt, ___.._..___.__...__..�.._.,...�..-.............,.ro.,.,.�ra •Si �a i3+c.............. .••mb3 R1A i.D�• `_ 1 . ABLE tiC1ES: �-__._ iU¢]: FIGURE 2: FlCill FIGURErIC-11IZL S: FI^ S�SEESFIEE'TIfOR MS fNTiC`LA"BN ING'TNE I'A)LE5N:D &N TIS FOR NFO(LYN'(ICN ON LOAD'eYO. SEE _— o �'1 i'jjg'I,'----I Gf!Ee:TS2-A FOP,GEkERAL INSTALLAnUk METN00°. L l�G' II z1LNUAINTEPOunDNDLniEEkMOLLLENCT1uA,4UOROPENw3W371xSISALLOWABLE. �l J S)A.ULLiONANOMMLION CUPS SHOVA-ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SFEETO 21.25. NOLES 4'00' III TDBECRILLEOUfTFEF!ElUFOLLOVIRiGC!A/ENSIQIMRt SMRCrION'SSt10Wfi U•iSFEETS21.2LFIGURESSI.OW .UHE 6' FlGUF¢O; FIGt1HE 7: SIIGCESTZD, APPR0ICMATEHOLELOrAT*JS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO AOi Ui STECTIC•:TIONS. HOLLOW AVD GROUT-FLIEO SLO(X L11f1'LCMUiUHALL WVFUftM TO A57MG50.L'/LWDSNPll.DEPRESSURE-TREATED YULLOI'/.i2.S 301TTHERN PINE WITH AN SG OF O.S5. ALUMINUM SWLLL DE bC63-TSAND SBA UIMIIhUM OP .42G• TIICK STEEL STUDS TO BGA MIN!SIUAI GNAOE 8:I AADJ.GtS TtfICX 118 GA'JGE}STRLICTUTAI. STEEL TO GE AT U:AST,1L"TNIGr GLt OLIP ;FiGURFJ'S80) MUST US USED IN PAIRS. -0 AY ALL ANCNOBS IM 0 MLTAL SNLLL EX TT D AT LEAST 3 SCREWTNREADS BEYOND THE MATERIAL LIOB I 412 ANCf10RS INTO WOOD MAY BE STEEL, 13A SAS. OR f14&S. -'• 1•kA'%.tS SUMI.ON �]' > ��— �0� cFJvs • . �\ ` ",••NoP . li87F5 = � •:*s p'. •��CONCRETE �� �`S'••: �CRID!•. •' G`�� ` .,p •.LEI sir,$I/ONl\L '3` A.LYNNAi1LLEi4:`P.E. K. PIM01 55705 --••`�I Mmaanc. a Taem roam' OpemnB WidN JWKV9.Of]`epin4lg mWafn}or OPr++1++9N.IBMIftXhMT]r'aLy.sp]rvtllg llNGarn) xn aaM nF DD. DOM IWh 129t1 IIDh taa L-. ' �� n.yraxa RersW.f Rmrita+a. R.aapts' S:..TemD Pe.mryar f.}iax.D R.aa+pam Trogin.q IIRLL+4+In irepiNa] Ras.aP'e 1raNrbw. r•Aa+.r6\a.r Tr Ty . FSCA'-i. I.exHiyv Tn�lu�♦. ioM-n 1 Y4 i.]TS AWm.T6a Iro rc luAw. La.w- Lw4319 fn+agw _.. �]ayw laxfiv Ia.Lq loaaw Leraw b.afp LaldnJ WR _ lo.®p _t.fhq 1]•nnq JJ agg amnulq!$�rygy !I! $gig cd• fro.o am Ima al: Ira.a. to rms In n9n ae +TT.c Sa frao WL I:Ts sro Iloe "IS lm.D al neo Sr9 fraa ut +lao tIn rooj ss: Ix] 'm M. ALI lras Im AT4 froa sl bA' Irca ix tiD >N +!On a59 LAD ba+ Ilan Dn IIaO m0 +raa If3] rR0 Gf YAnE RTa 1ro.0( 6r] 1.. .1 Dag W ITS. In' Iia¢ Gaa ron 'Da Im - INa ITT. eaa ]aDra'm lla.0 111 Irc0 e31 +T]L Wa �i00 W] In. I- ' ap ST. +"1 Htl fro] 'N1 r'O irca +],3 ITD` ]+l In. 1.N I n0 r1a 1ro0 1Tn Iran Tx +x] ID:a Iro0 rfa +xta 101D +n.0 ift Mb nag m] Ana a:z +rio 9x +x0 6N naA tlld 1Ra !G 79n an1 Irby 1" lraa as ITnC ID4 n1a ax +HI9 PSI 1roD 61 +A.I In➢ 11aD 6]I ID.O l:Tn Irca N! Im. Ina +]aa I]n vrs 14!D IN. +am IT ass :Teo mI non Ian mD ]n +rav I:w Iroa na I:o.D pr, roc ]{I r9n +x+ Iro.o D e la6.e law naa Tau In. .11 naa I6A I1 fi o WD Ima to Im.o nu f:oo ]x !ra.aum nnpi Na Ina i.G fms laa +x.] fSu �mo� Icra ul.a Isa cda IiTJ nie :eC bas ++x +m] +sa 1613 nA KI IGx m2 ne] t av o9] 1]u m.o f9m luoa un Ime +ma +¢e un +axe; Sue Ixe� un lai mo Iq.� I1.4 7W,a Ha ma un +wa ua aaJ isn lNo Ha noa fm.D uv4 Ia] 'na; fa.o'+ow. Da .. +na m1 +ael :m] :nn ale Isv.e uz] Irsz +uf a3c I]m +a9 +a33 In]`Sm +ui ISa lae li nae tali un WIx s vio 'au rx1 +ua nza fa+] G.4 nm uta Ton Ilan +I3: na] pi 113a� IW +E9A +DI] ID] IIa ']aY aF+ llit )+G 1ll,1 9Y tl) 11G '16] [6. Ga I+a IDr.! DSt 1.a IIN Inl ne CB-0 DU R:a a.f 19] 'la/ nt1 W.i G.] Da GI f 61 IIN In1 !2] u] 14b 0Ia IW..1 IIN »ap 96i 1Se., In1 fc3 I. llea In. Itaa WT IOxe n2+ 'Ibd tl1 Y23 fIr 1]32 .! I. +1:1 xS Fx U3 W W Ga x.6 W Sa9 i !40 ]19 W n.I a6Z tari' IDL1 fl+a :>4 1 W D,.J TN na W etl ]N DTa W n] 11] 6t.1 GI 6ae roi NO W efA 69) l�D I� tl) ]Q 01] S6S 1,.2 r1] n3 a& S]D TI] a S al a3.> 11] SgR Gt IS.S 713 6A+ Bn 4la )a ID.a DH f TQ N.4 3a0 ]IA Tsi Snf ' S]D A.9 tL' A.a ea @a Std Ba0 S]0 f21 6U' bne i elf 14.T ESt I4b !fJ if.f Sea a!4 693 GA A ]).] I +]' ]t.] Sao 112 IC TA.' 6D0 31a MI 22J SW 3Aa In !9A 6N Tl1 16a IWN S)a aaa ana +m0 L'£ la3 .p 112 ]33 12D +]r ]1.0 � L•3 n10 IG Y29 Sfa ]at'; In ]0e - WS JI.1 ,A -L.......11.1 MD I xa TI,f 43l Aa E53 M] 116 ta.. ]SS ttl Mt IDh .Ea 4%J b.1 IJl te.9 Ile. ]aa IA 7RD ne lar RD ]b] ne TJA .:. 33.] Ora ^30 !99 313 17 51 +at 1P-0 Iro 31a Jfa +4] Im lar ]6r I4.3 ++,A AI tJa x) 1D6 t a, Tia n1 � l¢I la9 ]% +f! AT la3 11.0 31] I a TA6LE 78 ____._ ANCHORCAPAC1TY nOJIIST VENT FORMULA: u�`<a E� ---- An. C3 d T.I. ba 1VCk0�i CAP ICC 'll xN'S:anfe xp Fsla WV ^- F_WU Rl Y.... SY+1 slr Lbe vu•esa:arsa a3•Is31L•aan urs]EYa1 LA -A w ai Fio .losael ars aaa ntsl.a Arav:Tsr vTrrr.+fu.Ara anNorc¢p Patlema Ure�:aaaar Inesm LV.:r.rl une. AVPaaea s:a.IBej S•.»t1IA �C sczelGfl I Gay [Su.K.rnl 1• De]waa R> >3'+' FN !.Ja' ���"r �f¢' Ial1' +4ir" +JT y]' +' tBr �M' t Tars• ' ' ]` lIb S+f I+.M ! A' _G]i' F18 i S.ii' ¢JM• •V tazla.ALIT 1,p PC.J6:+nrr] Wnf$a:J +aJ] }p io -.-.--t ]T99e .'+¢¢, aslG IG,1'. ea'a. aaG _iSfG f YX a] I a3. a, SH. A oST e. Wa+ MCRs NI Dr u)m at]M ad3M -kg0e I+toa _.c JS4Yaa fC.l lID. FJ]I YJ¢w ,ANctit12 _-,.....�.._.__.__ 4Ya.c.�QI L'•f[a0ar£IrteaOAtlj Cb Mali XY:ac yGmS ]Same )' rl WA I r:'A Wn NAN-rTW6' �'� VA _ VA NA rW ,md lxln.l l.Ji]¢a W i Wlb `eG 'fib.... »Drew D.a JD+TS 'C3.3r16t. STF A)m, 4AM.a34 ]•f;3 O.. lea alAM.aap Jlsy. ap-_:+rim: )SCd +nvm. GSDd +SW Iy Iu)m. i :Jnl!o YR vN m. e1D n_ aal>♦ A�I�60N" __I nW ms 'uA SY3� flan -W.A S)a Rm ,INp+ _p}Y pw iat3:m ra CS b14 a. �iQi_Ar YY 4af�x,ma,+b='ADD IFa. )F' r.A tYA WA NSA IJA WA I✓M H96 L+ _^•-.. I -.I xAau..D]n'IJn D.uf<w ss'. a ]a¢:" .._-' t+91Da rnx+ Limb_ InH 1`A Aa3a NA ]ISRr w A a .Ua LtTa 1 , fZb -..-.. ."".�-� rain "-wA i rya +:A 130a WA u•A A'e\ NA 4aE ma i ]Gs 1!2]Ra :UR4�' FIOLRE2: IFIGUR S. Ij FIGURE4: RtOURE8. FIG IFIE 9: LIS q1]" .URC . _ FIGURED: FIGURE T: �� .l IGLE.CUP (FIGURES Sa5) MUST BE USED IN RAILS. Ixf - ANCHORCA AR:woN aa..•��.., PRODUCT ngREVISED LSE THIS FORMULA TO OBTAN THE'ANCHOR s P1YInp Ith th. FI.dda CAPACBT' REOUIRED'OORRESPONDD:GTO.W AS Code ACTUAL PP.ESMM nEOUirtLMENr F-047xc NOA-No. 17-0630.01 OPENING WHEN IT 13 LOWER THAN THE MIILLMJN EYpiraOon Dato 05.2612021 CAPA^,IrY (FROM THE TABLE) CF TILE SELMI M M=u N,ITWBLYIELDAMIN%IITNN:CILOR CAPAGTY'iJHIC'1AIAYSE IlvuLI TO OIVJIFY D W ADDRIOVN.Al+CHCR OPTIONS FEKxf THE miam aee Produ IEon�- hVCHCR CAPACITY TAE_ N+ IARJ. O-P . -'ti I.08i• " ' T.000 - TABLE W.)TES: 115EP SI!E=- f FOR INSTRUCTIONS ON USING THE TABLE3 ANO SHEET 25 FOR P&ORbt4TI0N ON LOMING. SEE SHEETS 2 4 FOR GEN-a4IAL!N'STALLATILY4 METHODS. Y LYNX / Yj LINEAR LV7FRPOLATIC14 BETWEEN AiJLLLEHGTNS ANOtiHWEVING WIO761S ALlOWABIE aILENSp'•. �� //i 3} MULLION AND Ml/LL'ON CLIPS SHOWN ARE NOT TO SGils. FOR E%ACi DIM[Tr,I11M1. SEE SHEETS 21-23. HOLES TO BE ORALEO IN THE FIELD FOLLMING DOAENSi'1NA:. RESTRICTIONS 4.tr20' `�• ��A +C SIOY,N ON SHEETS 2143. FIGURES 6801V SUGGESTED. APPROXMATE HOLE LOCATIONS ']�.%� ND. 587B5 , 4)SUBSTRAILS: CONCRETE S SHALL CONFORM TC ACIM SPECIFICATIONS. HOLLOW AND % 6 Ta1E GROUT.FILLMOONCREMBLO(XUNr!(CMU)SH3LLCCNFCRSITO tiTMC•9tLWOOr)wWLBE S PRF.S.SURE•TREATFAYELLOYJSOJTHEMPOVEYRTHN4SGOF0M.ALIAl IUMCHWJ-LBE ,-j, LIM.T5 AND BEAM111MUM OF.12S'IHICK.STEEL STUTISTO BEA MINIMUM GRADE 33ANG.0tr ,%375' L 375- TWCX tta GrtllriL). STRlIC1UPAL3TEEL TORE AT LS:A3T.]b THiCKAJIDATS AlI ANCHCfl3 ""' ") r(�/QMA4 GCS S�1` MCMETALSHALLEY.TE.VOAT LEASi05CRLY: THREADS IIE'YOVD THE SIATERMI-410a.It'2 rA'Y]n•1 rY1'YSm' /A [Y]JiM11+AEN, P.c. ANCHORS INTO 'WOOD MAY BE STEEL.!&a S4OR 410 SS T-aRRUDII MVLWN , FL P.E.956703 0 6/ ............ Mul9oe Ga Tabk 11,W �- Opening WiEIt, Lwiw:llotEysptlrlrg IAam)or Cpmingll gN L:MIunN6n}r V.11im m!ffi-i � wn mla wm aaH I INm Iwu Iwn P,cvy ➢vNttoF P.a:n!fW. FaMFfm 12Vt1 lan4aL-Vqyy�e- 'Y�Ai T11 i ���� S J d Re 1ma em !m.a b3 Rae IN fTaO Ge 110 dM IC..1 Sw +T1Ai m3 ImA IN 11].e II!a t1aP UI 1T3.D Ire INA UI R0.e IUl I}a.a Ui 1bA Tn$ IT.Ai I., 111.i +r68 It'. Sr, u�4 11aA rao ImA ex. tTa.T 9sa f:➢A! so[ naa e0 rue aw Ims fl]a r.5c m1 In] v1 Uat an In. .1? 1-um �Is1.1 the :raeYaw !rr I]Is +rao aw Ila+i twn Iran an NT '04 uu imoi :w ,lu uea Im.bi :� Ia1P Ills no3 Tsa salt>>o Im.a m Ilae v I:ea age Im.e Eli .IM1e� +ue roc mom. iron Tt Rao m trap Isis noA fma rse irna uM +roo TT Imo afl Am.a ra lme nI nne um ,ro M ,ran I>7 +ran {St itil :ue line ur lue um +NA {w ran nN Raay m. iai rm +roa m! il.r lve ,mAi m I 9;b m> IILA ai` !roc mf traA71C] I1sA Nl IXl ,Ib rY_Aj &T 1]9Ar 1+]a IGTI 1W ,DPI IiSe 1%.1 Ste IN} IIA +%.a! ell eLT If51 INAI SLS TAP IIm Ib fU 693 11se 1NA PM tract AIa ,lag rb Iw.l lwil INA eA UT.`. 101 1!d9� eR ,^31 1C31 112A SR iw.] + t 1]}A UI +ml I>:r e)e eal fon 1931 m 1", L19.ti w I.. 5 fGT IS/I [GI !mA ]IJ Iael Hr tU.B rPS lle.1 95T M.0 rU :a.1i Ul I}tP r� 923 95r It}.ei 1T. ]20 93! 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SW 7.7 Us ete 3!1 TJA Gn its i SP e2] I Rl1 m4 W MI i eb K, SW K. ew f0.1 s.W Ix3 am ({.] al] 12 'K I39 _ a+e mA sr s{s 9s sv ; u9 Ird ms ec.t a1 uA sls ua {:1 xA 1 sA U.1 -no Ia aao $'te brA In r.3 sls u: A:a vs M7 Su br IaA se 12 � Z {U �A , mA IU 6r,i I M Sde b] b.e ]SI me M Pi.1 ]m wP AA] ]m 'aN ]T1 I5l m lr{ IIP Nl M6 ]b +eA 153 ]1) laa 11.0 Im T.9 ]A ! 1A1t of Tea RA i tt] aL{ am ale an xr.z a>a m1 an vP ,91 a1A ve xt.] asn II.r lo.t sre :u aw me ]w iae ! ttlH ]3+ >b a3♦ i va N.1; Yd 1C.1 1M 1mL YI.9 ]9C 5] KI }f.} 199 ]2a Tea 12A 210 1aB ]5i 11P 3a] 132 TU 13P 39a I31 ]l9 �_ _ _- _ _ _ W b mt [AI lea la I i : SAtetoa _ 2R GI[N[ MivT1Ae YtJ G:a!PAeean _ yr axoCEaC'n T'J: Care Sli Dfe uyaM �-- - Y1S Dta1&[cT R:4'. W'J __ W'91 EI:e 5t4L o V['TtaVHattt �� rtttU ys'v fiYaW_l' L'C 1]DCJ Ada_ u vr,YYo aA 3:d IR]M 3nvIDR Seer F:EI `au1;,_ unt Stein K�r [AorCLppttmm9 �'� eap,Dwrcaem .�� .. - •.z-new. 1mr +si-. Emae. _'iv�"-'!_- t1T .. Y .. r ! n: � IIN' I �,• x:ux ,„•r"'-1 +•1N ,•VI' !�W T��-� r esc 1�b' MGM aal' a'fet z awuf (S.Y_N, O.Cl SaNuaOOAn Cy A%i_IT! SiaN _ ¢9 ___............._._.._ ""-' � b 8n + to .ISM ANm ],Iw JFrIY_ Y N fvl. �Ytt MSYn reA >f]tn aRM R}M [ffim YTi!W IIFeG ilnbr :I.'Dv. O.C.A5:2wrcltt lir<:i l+nff9jrf lW td rlC6 ____.�...._...___..-.�_-�_ •-.•"- A OL xy31A �Cqt/P!'a a:: >5r u9 lw 9s �urt A+A IVA flnA a :�2b IIN +entG 1:A J&Q F4 eM kAb IC.A -.-__ .�-_._ !W Rald .••• . ..fR ,(aaM lJmi 1 AKtt _ ,I:Mb1 Wr u_ IMKn CO. OC. 10 I� ,TS - 9r N:A nN II AKmr P_Ati H! tm 1mM nT I fW Mew .PSb. Na CYP4 N:A MA �:45b ) f42c. N• MIA �.Lbas-i la �vA� IrBb 111W� AGN JHtroe ,]G'ft]OCJFLb Gf' aN aT. at tq NN 1:'A -r-iQl to t>J. Y.S,- Lf D, <Q p+ WY FlGURE2 __ Q ANGLE B CUP -MUST SEUSED I. PAIRS. FIGURE& ANCHOR CAPACITY ADNSTMENTFORSIULA: (UP_)X ( ANGKM C�97.....:.:).A•VGIOR CAP.e 1 MAA.uOV OM..••„d LISE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. VA MN IT IS LOWER THAN TIME LfULWtI CPYIw^ITY (FROM THE TABLE) OF THE SELECTED MULLION. IT ML YIELD A MMNWUM WGiOR OAPACrTr:YIICH N'J1Y 6E USED TO GVALIY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAFAGTY TABLE. L-123+;' T_ABLF. NOjK�, , 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLE_SAND SHEET 2A FOR INFORMATION ( ON LOAUMG, SEE SI METS 24 FOR GENERAL.LNSTAL LATTON METHODS 2) uNEAR!NTERPOLATION BETVEEN MULL LENGTHS ANOCrR OPFtx(NO WITH$ IS AI.LTSWALLE 31 wWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACTD!MENSIONS. SEE 3rea' SHEETS 21-23 M-:LESTO BE DRILLED IN TNC FIELD FOLIOWNG DIMENSIOt:AL RESTRICTIONS SH OVI ON SHEETS 21-23 FIGOMS SHOW SUGGEST ED• APPROXBMAT_' HG.E LOCATION:. -ASS {) "ZSTTL\TES: CONCRETE SNAIA CONFORM TO ACI 301 SPECIFICATIONS HOU.OWAND GROV r.PILLED CONCRETE BLOCK U+Irr (CMtrr, SHALL CONFORM TO ASTM 0*0. WOOD SHALL OE rRESSURG'IREATED YELL0'NSOUTHEPN PINE WITI I AN SG OF0.55. ALL'MINW.1 SHALL BE r fiCb: T5AV0 BEA MIN0.5LCA CF 12T THICK.STE'EL STUDS TO BE AMNUUM GRADE 33 AND I.WX3.xae MUL::CN .045. TNICK(1SGAUGE).STRL;CrURAL STEEL TO BEAT LEASE .125'TMCK NJD A"i.ALL III (1114 . LLICNJ -c,HOR5 INTO LIETALSRIU FXTENDATLEPST3 SCREW TIREM1DS BE\'OND THiii'mi RNL G101 R12 ANCHORS INTO WOOD MAY BE STELA 1H. Sw OR 41. S.E. PRODUCT REVISED p1))Ingg IN-PioMOa Ou1lCOAIa NOA-N-No. 17-0630.01 FJIpimuon Date 0S.1262021 �IIIIIIII f// -Fr N. 50705 �•••. STATE :";'I�. '�An •'.;fORIOA..� � ���. AL ...... A LYNN MILI:ER• P.E. Fi P.E.D 58705 u iv _ LI,,.,.....,,.,..,........._..... III Ognfnp W1dtlI (I4]ro25•lYaphaby Yb 6Jn n+. IaF nWomtor Opening Nehh1(bl Wb tatL.rcDFHlumaq I[]b rt01fon; IP4 ._. ucF 1F Fa.Weu 1.+>N ]W!Sra loa�ig c f I N1U.•ndProfh }nI.o,T�Nye Ava:+IaeeNnvA. xeM.]+wma u.u:w+a.lmLv nl+S9+ Tyap tv..1gsgiei�ii,� yI Ai$Mj I yyk •Nu.n_m gp tttt yy f-�, pn d a3T � & 31d 3� �Ag 5� iii i$n 3 fA 5Bd !a ]sn Ilta I; IMD to Ina Ia m Ilee ]a LS} POA n-oD IJa Ino' ea ImA re.o an eln nob 4nT 6n Sn nnp npc 6n um Itt} ixi. na •na Inc! Incl Pr v] utJ u}a t11p Gm IrcDl nmI to Ga 1n.) GIA M:{ 3:3 Uao mu SaI me mO.3 u6 Ina m In.o Ina �u.� fa4E !m !cs dt n}1-ua a!, InA:14j nroD +inC rx m tm6 ucA 1Ritta tr..g In mo RI 6aT( _ r_ In6 a:1 4I} RT ImJ i(H Hn w Isel� miim.a un Ii en n.6 u: TJ ue.] 11AI w! 6R nt m] uT ns{ 6Y} n] MO {IFI' I]0.a I A to 14.! SI In! 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GaUIJ.h:6l UJ'.,,•'••. oI U10 -I 8 5Q� AI Anetlprta !.I.W •ue.nn PRODUCT REVISED ae MMIM PIoriAp _ ].nramele�_ LFl f:aa. Ylc iko _ VI•F.W WnIm '1I•aS EMoIW F]a iR'Y9 EYc •m a!>I .;islKt •JSEY]WarOn Yr Ebo Li.,-.. Mi YIP f]ro'baec� x.!rr }p}e:]wv�Ulraon x S.tm'_ pca.ad:n r 5as. yW7 g•v ]Ne•pal a3: 9mv R3) G34• USE THIS FORMULA TO OBTAIN THE•M'C]NR (APACiTY REQUIREO'CORRESPONIINGTO,W ACTUAL PRESSURE. REQUIREMENT FOR THE pplylnp NOtA-11o.cotlo 17-O6Ji1,01 ' 2•YY r atm "T•sr ]M r _ t• .. Fu✓iT' ., ally 1•vr 1• +nrr avi• I. TTvr r Iss - tivr- nba 4w• T,i4' .vr '1a o+ Y:•m rlaln A )Pm Ad• N{:b vl Ds 4tlm r.W xd OPENING, WHEfl IT IS LOWER THAN THE MLLLIO I laplranon.... OW2r 61202'1 ]m hI Sam _... 1lJ ar lYba S'J ea x_ 1W1A+ ICJu Hama Noma ypN____. WA xrA- tdt tp 'uA 1!A 1Ta as maa ml bt H]ha Ira a rmb _I!mna APACTY(FROM THE TADLEI OF THE ECLECTED MULi1ON.R WILL YIELD A MWMUM ANCHOR CW:I!CH MAY DE USED TO OI;:J:FY Q\PACtrY ,O NA tool b] ]m uiiD1 ma :;lD n�"F, -I 9Ju MWn Pr uct Gntro i$y�a mm 4]d P}a !wA n6 ba Cp m:m �S: us Yix1 1']B.I In La im.. !!!I }%ma ADDITIONAL M:-40R OPTIONS FROM THE ?q A0 Ime» wA rp NA Nlma u}aa Sm m. ANCHORG➢ACI}YTABLE TABLENOTES• -1.25C I 411 F:GURE2: ® ® O SEE SHEET I FOR SETS 2.4 FDA ON USING THE TABLES AND SHEET 24 FOR RIFONLYITION ON LOADING. SEE SHEETS 2./FORGE}ERALINSTHSATIONMETHOOS. 2) LINEAR INTERPOlATIOH BETNFSN MULL LRIGTHS MlD,Ofl OPENING WOTHS IS ALLOLVABLE. T 3)M'ULLION AND MULLIC"CAMS 31IONN ARE NOTTO SCALE FCREXACTOILIENSX)NS,SEE ' ]yp. SHEETS 21-23. HOLES TO BEORUED IN THE FIELD FOLLOWING OWIENSIONAL RESTRICTIONS ANGLE CUP MUST SHOWN ON SHEETS 2T•21 FIGURES SHORN SUGGESTED. APPROXIMATE HOLE LOCATIONS. USED 0)SUSSTPATES. CONCRETE SILML CQNFOTOA 3Di SPSMTO 1--,qANCH IN PAIRS IMPAIRS. H LL AS,M CEB.%VFNANU GROUT FILLED CONCRETE BLOCK UNIT('MIxj SHALL CONFOFMTO lS iTJ OSO.WCCD SNAIL BEPRESS'JRE•TREATEDYELLC'NsatrK iWPINE WTHANSOOFO.MALUMWLIMSHALLDE FIGURE 5: ROUPS g: 6(.0,T5AND BE MWMUL(OF.1GVTHICK STEEL STUDS TO BE A/ANVU&I GNAC 33AND e II 1i O RUCT RAL AT STEEL TO BE ICXIT MIZTALAUGO.HALJ.pTE N. STEELSBE ATEW THREADS ICK EVON0 A31THE ML3 TREA03 BEY CND THE ALL ANCHORS YTD METAL S STRUCTURAL 910& 012 ANCHOTIS fNTO WC.. MAY BE STEEL IP.-S 3G. OR 410 S.S 1.2a'X].:5'X.t'J7 nftiUON FOR uNns IIUII-I'UI;- FIEIn.NULLEu -1 2.4'ti 1 lll] tltll ,t��NY YNNr�% 3.25U' ': �'� :' UCEN3k '•:� NO. S8705 1 %AO T. STATE ' .{1jj I. S�ONAL 6 •• utiva+IA FACTOAY•np.L£D u'. tt9 A.LYN6i MP.E. FL REN W705 a r' 11 Gy4nIn0 LMdM IbI S AtC01r9G-ft.1110-1 ArOP,ninR HAlShI (MhP1AJA14yiP4nn40lelblofdl 1 P91 IOfk Pu WLo f0'n _•. tOk INk fNin IIUk �' Tapinhq. n,faeyJ Utilf=w xf.uwa ral+f:xi. awNry.lu 1npTd.nf. %yp .Fuf n,Nnwi. lanfmw rwYrroa. 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MBA � I(A 4 1 iG>IN Ofn On4a e1M l TIaM IY'4 But! 0.41P;dSA 1OQN: FI'iJfi ]®A1 ODI•Nft OCILLI]p 6f>.14r 3FOt cE'l OJ t!M I011b tIM 6W4f x% M IW WA WID NMSD IArc IYiAp O'J 9ji CSb 16f9n f33M U]2a dEb N4 WN lOM WA 1Ptn TAS 1 lfr. IY,n aV.W IHU MM T n�jA DIM W InLa 9tI L1 221W iOlm 2'•J 3N li➢M 1Att1rJf tIPNN O.�PIJ> >��-3R u3 _ 1W MM I W 17 V• a ANCHOR CAPACITY ADJUSTMENT FORMULA: U��] S0•; ro:.1X (MO. _').AYCHORCAP.,,, - a M1IUAOIJ DAP.--- PRODUCT REVISED' USE THIS FORMULA TO OETNN TtM'ANfA•I11R pWiAR wIIh NJ Florida CAPACITY REC1IIREO'CORRESPONOUt3TOAN DolWinv Coodd ACTUAL PRESSURE HECUIRF_NEUT FURTfE HOANI 17-0630;01 DPERN VRIEN RIS DRYER THAN T1fEMULIJOR I:,fpj,.V-DamO J CAPACITY (FROM THE TABLE) OF THE SELECTED .. MULLION. IT WILL YIELD A M94MM ANOI ION 0y CAPACRI.IVHICH MAY OE USED TO QUALIFY FV IL`o GoT' ADOITgNAL ANCHOR OPTXkYS F.IOt17FF ANCHOR CAPACITY TABLE REURE't T.ASLENOJES: 1.250•• SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET 2S FOR INFORMAT'OF � ON LOADING. VI ERP SHEETS BE PONWE GENERAL INSTALLATION METHODS. OPEV i 1 `113111111/11 2)LINEAR INTERPOtf.TiO.•J BETWEEN LENGTHS OFENUJO'NIDTF^uW^N.LONADLE. ]: ., 3)MIR[ON AND MULLION CLIPS SHOWN ARENDT TO SCALE FOREXAOT DIMENSIONS, SEE G.� `�I'�i •IILFJIyS'•, 25, ANGLE SHEETS 21.23. HOLES TO DE DRILLED 1N7HLT MELD FOLLOWING OIMFUSIONAL RESTRCTIONS I I � . .' •ff� + CUP MUST SIiOSY1I ON SHEETS?'-7G FIGURES SHOW SUGGESTED. APPROX'LNTE HOLE LOCAnCKS. _ �. J No. Be 5 OE IASED = II PAIRS. 41 SU83 RATES: CONCRETE SHALL CONFORM TO ACI 301 FPECInCAT10NS. HOLLOW MID GP,OUT�FlLLFD CONCHiT_DLOCX liN1T(CMU)SHAIL CONFORM TO ASTM G90. WOOD SHALL !�/T�/jj�.� p.f ) (YC FIGURE W. BE PRESSURE-TREATF7I YELLOWSOUTRFRYPWE WT/AN 50 OF 7JS3. ALUL9NUMSILML SE i9' 1_- ,��� Spp�•,.e /J�f(J` 4 q: FIGURE S: 003T5 AND[ICAMW2.112J OF,100'THCJL STEEL STLIUS TO BE A MINIMUM GRAOE:C AYU -- ® DV TFOCH(19GGAUGE)STRUCTU STRUCTURAL STEEL TO RE AT L£AST,125' TfOC'K AND Alb. AL I '�J.1`S,•:FLORIDP.: ANCHORSfMCMETAL SHALL EXZYDA7 LFJST3SCREW THREAO30EYO1JD TNEMATRIAL 12YX325'XD2r 12TX125'XA7C /,F S/Q •••••��ff�� aJ 12ANVIORSI:TOWCODMAYDESTEE1,1458.SORa1ti5.5. "AMULIALLOUION LINL'ONFD „�f NAllllls tt'cLMAt:1L:d IAxF9 FItC10:TY•LWIIEO V!F:3 A LYNN MILLcR P.E. FL P.E.S S8705 i I u 6& 3 i:L e a}g`ny 3 ub Yll $S 8a $a as 3e Aa aiF w Fa se 82 3u i 9a I a vJ racl na Oat 9sJ rroD SC nm •!ni 1N.e of u9a ca: nca� m 1n: R4 naa e]t vaa mf tNa !fl 1Ra tw R4D R1 e 4r. +ss.1 v1a 1AA _r _nzn vu Nrr _n_ as !me ms _fa21 ;ce2 vu• na 4Ti SroD n® Nz l Im fas] 114 z no- nui� tn+ toD is n>a un +m9 Ini ifLf a ) R 7- tat[ W. t N19 251 Y1.9 NA V+3 T.9 n.9 IIN B)L fil ] N T.I )N R9 , 111 f9! 10.T ]Nf 112 aJ! tN a 4 y �_ ; a m < Itlt fi'.1 !7 -- +9,i iL] Lti r3S fii n.f In iSD ]IS it; Iri its 515 SSA mf L'A 915 SIA 1 IG9 NJ 91! ffl1 rii 4.] IN aLl +il 14a in 1++ RI ua OR .I RlRI i1J b'a _ f t3i J1.1 {N n.! TS >ss) (M R.f rm ]IS D{ 4: �rdl SJ N! ITJ T3 Uf ff1 A21 Na IE.a t1t NI !a) 1N{ i'/! SI< n.2 tN i]J GiJ )t) i]) AO ^_u L.i nl SSD C:a nT {!2 Y.A W pl JJ.] 59! I D — — rIL- F N N [ OY. li9 D) 2JA lY. NJ Im iS1 I Ra ]I] al] nJ Em +Ll al] Da fJ1 t] a') NJ JY o Q - Z 0 ulb M!) Oi ]tl ,rr '— sl$ 43 S o`O L ANCHORCAPACITV AO JUS7MFJJTFORNUTA: ' f"-' .nHe4nR mP_. _.. _____._ � -a . snerym AG4torCFp PGtsmr vl ars G'- �4.�Y4 Y'd t%r wv 'r a]H4 Aye^ s vD 9tE 5—vl,,see. —SIM Fri .._.___. __ —'IP.uI110N CAP..-..., A s,:slw II—Mi USE THIS FOitYULA TO 00TAN TE'ANCHOR G.3J• CAPAC]:Y HEOUIR[*JpMC5P0N 01h370 N: PRODUCT REVISED a plrin�u Mth lh,FlaAea Bu11GlnB N 17-0630.01 OA No. 9!C+SN Wvsan yr [tol9a[xI S'¢t:ba uays x+fi NS9Nrum ur TicLNam +• v!? t• !Nr vc r Tn'r a.nr -- — i S-i: t•a• 1•ir :. }n1• 9frJ• }frr 2 r cB• . vn9- csr t•x9 [ O�¢N` v/s+ ACTUALPRESSURErrioultEt LNr FM]THE III Onleuau44 t,xr 13r 1S'f t.YJ• S }N• ]i:tt :G)vw zv nr r`la 3SA tJ Wa !u9 rn 412a <aaa x: en -j CP@)WG,WRO IT IS LOWER OF THE SMULJON :u is CAPACITY AI THE TALD A M oP 7I�s¢Ec I TY (FRO OANCHOR nmm MULLION. ITK.0 1'IAYBE ¢aPlmtion Oats 0512612027 _ .. RY % :%•�-^'�""^-' : riLMv 0ll9 An UC:Sac'DxD rGCeN IYa a:CN _. .. �.____. .""aroxr 3'a a Jaam imma xD at IWC .-- Nri Lm a+ watt +ua as ail ew 95t'J. '�iu rA'A uu, r,A Y:C sa _ rA iP.t1ti Ytev (dilm aG•.eA "' _ —NGA tii4 [t tGA 4a9n rLA 'm Gt tM:14 _Ita !.n ixn NIA tm.7 USED TO DUALITY IY✓nf CAPA^.ouALA.CHORreTIO TfIE MIvm�Dq VLo�uel Lara�or .—. Tmw uA K:A f1.L� SRw M/y P4 NA "7ifw" _ 1JA L.m + e54 _'_NS,•.3° — � Tar A;..a IFa III a%YQCiaO Ia as +Y.m Inc watt 9rJd iY,Mv - +bm -�Wb mL) _ S JWIb ANCHORALP.NCHOR O?T•A3NS FROM Sq NI 4NCHUR CMAC!TYT.gBLE, N.M - JQEf - JMlan t19 a9n OGff4x s 3F Oa- mm 1l4 11'' III III�III FIGURE �L1L� r-qT CLV GL P MUST BE UlIL70 IN PARS. IIIjFIIrURES. FIGURES. E =-11 1.l1EPOTES1 1) SEE SHEET 1 FOR INSTRUCTIONS ON USNO 1HE TABLES AAV SHEET 2S FOR INFORMATION ON LOADING. SEE SHEETS 2•4 FOR GENERAL'J.3TAUAIION METHODS. 2) LINEAR INTERPOLATION BEIWEEN NULL LENGTHS 10a'OR OPENING WIDTHS M ALLOWABLE 3) MULLION AND MULLION CLIPS SFaXV ARE NOT TO SCALE FOR EXACT CIMFNSICNS• SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLCMUS DIMENSIONAL RSTRICT)O S .SHOWN ON SHEETS 21.23. FGURES SHOW SUGOESTEO APPROXILMTE'CLE LOCATIONS. 4) SUMIIATBS: CONCREIC SHALL CONFORM TO ArA 301 SPECIFICATIONS HOLLOW AND GROUT-FILLLD CONCRETE BLOCK 1.NIr(CMU)$ILA CONFORM TO /'TM Ca0. YJOOO WALL BE RRc-S.SUItE•TRLATED YELLOW SOUTHERN FINE wnHAN SG OP OSS. AI.W.4YUM SIALLBL 61163•TSANDBEAMWIMUM OF A(WTHICK. STEEL STUDS7•J DE A MINNUM GRADE 33ANU :SS' nacK (!a GAUCCI. STR-,'�rUPA1. STEELTO SE A7 LEAST.125' THIO( AND AGO. ALL ANCHC aA INTO LMTAL SHT•LL F%TEND AT LEAST 3 SCREW TEREADS SEY•OAV THE MATERIPL 9to & F12 A=tlCR3 MTO'A'COD MAY BE SIBP— lad S.S OR 41D 3.S. -I2E4'� �`A�SSY IYNN �•' .�: MU. SN?OS : ` STATE fSx LYNt4I F P.E. L,X`NtiLrL Ln)LV'ON E.95 FL P.E.v: 337G5 Im Frm lTpa 117 Lae ++u Rp.l ups tsca! mp ,n.. ina lap U�J !ba lap tap 1n.e' ;mw�alw fm} IOJe nl 1HA a' W.J Grl dF Lbi /l0 At Hp W J to SO Y9 a,F 41. OJ.1 nd !Bi iW ne t1i TH 0.3 SC 6)l us as ..} I eat ]a. arc .H ]u _�---_�-N-NNNon Ca aFNY Tapb Op41Nn9 VAdN I!oraNrnAyaplMnG mYaomTorOpenbfy lipight;brtYPi"�by-spmmgmu4lw'e) � x+L y m4 Hn la:N- T14.T.wNI Pte-ntNr TnNY•'xP 7—Tfit q'p.+0 $$ a�$1 3� � pp� - I q 1 ��a �P@ a. ti•9 R � ' a.- oa, .� , _.......- - olA }.n IWJ tap tr.. }w fTaa vtp 3 ITpa la Ifap fSa tse ioJ trpa laa II rsJ vpa Irs i , IW ICo ulp 1)npi:up n0? trd Bd fmp :im w Z U.B a < ncs t;ss nw lae nno ;p0 IT"_ n!s I A Ii. :Tna +a•r NYJj r!a IIOp ua +xe as laa ISJ Loa} nap iJo) IrpA IR{ npc IUJ +aa+ tHc Ina a:l u.A tsa Ifm INA tue IHO m+a Isa IH.t IKO IL.] Isp, ns I9W I:•S} !]:! > w v : ISO 13'A ' Sa IMS ._.__ +tap IY3 laJ.TI IMI pa/ 150 na: tn. nea' fnI 1W1 +421 I4C. 14.6 ItBi 1.%.] la!] H} j 1Ht IN.e HSY 63p IH1 Il).. 4N C > Q J J ! Q $ i }u ..._._ un HJ W.f !rva SeL. n.r ._._. ns I]H e9,. I,a - pn a.. a.r t]at mF aT bfA ncs ir. sap .nt I um txv nA iT.i fuH Hi na p -_ nH n,J Ia0 Z ' nu! tba: aA lap Ye.9 ta.a bu tas H.p Ion nT su frn m NA xJ fem elb eu ._....-...� ua I:a at nz .xp ]W nF pn flp ra szt m aJ m ,�, rva u n} Hs wa rl ex. m are pn as"Irn TO NG SYw %p 62p MI pta , p!tl !A! 14 a>.] 61Y bfJ lI! eAI ]T.' p19 NA ]fa N.1 p10 N1 ],a T4 al �.e nJ ]t9 TM 11.1 TJJ AT u1 " a W X � < N ne i epa ns rw a9A eH Jas TH H. av nz _ ::e as ]I.] TH ]aJ GJ na .x F ! Q� nz W 13} SH 11.. .pl }I.i 314 ?.]� aH 6 TJ.] t5 ]IA ete a.p .T. 13} Hf Tab .H +4A p1e 1_! Ht G a.,f'( O "-N ANCHOR CAPACITY ADJUSTMENT FORMULA. a 2 1 TABLE'112113 - ___ An.rorc^ a r.wa 0p.1--_.'......--- n � v n9atJn! FI':'eruf u4J sraYfR x'xc+crte Jxem] ^'anew -- ____..—. -_— Vrsaesd StP Fse vru Yea •as.N .ualrl sawn A4raryPe Y,P LSv'lpul[al �!'r.u]w.m 5i$°h'' :^.GtY.+wan'. yr leauruon Al LLcpP P....Yrrm Acprapa!j lRv]a, Ar.�vity sne.'(+R pra a stm.A: �y -_. r,—t:uz ita--rY•vz I !� i �:v.• .r i __ _ S.� _ :e�_ 9Ar �"_ ......._...._ yxr tbY .f.::r t.ve I Mt)• 1-4 +--...'S r's3' :3'c viiil rANnn (a AI9'wn O, '.r4nata 40Ydyo •)'_YYra 3WaM1 ]'AW S,]V. '41+M 9YM ]af]a _ Iav' iN of i 4YM ^nTM=d.r')a �An �:»?:Q-•-+t Oe !6bMmryCMel1]AY tQdMB i fd l6 k•0. tN 15 T IYA 1:Yllb Va'tW .aNln "-CArt-.aa�]-a^, )('af.OG ]5Yrc NCIOeCLV^Y bS b] OS'lA 111 )dM NANA Y:f 4A HArcros ltruY.nc rP.as.n» an]Na sr nM rage `m iei HO-19 ' Ib; pi '".tpip:"; a aw Ts. eu i a!am Tart W` 6uia ]asri" ]•a]m aOp :W Of tN n I.0 Ls_ .-11} "� u:M t!Sli-f � GT. as pL'EL C31b iSLW _ 18M[ttn itYOl.O... IlRbd4l^afAa: s19'pi tllA NA MA NA NaY NYt N'A NiAlYA NN F M ]Aame �__-- en.1TT Aaa tiY T' fefWe. C.C.]UGN, -�" !LA IYA' N41�` f.�_.,__..__.----_-�__'. t11A :tiA 4+I 4'A NA �'t'A !:A !P aN �NM PA Te.Ott 1 aA Knw]61'V.]I OC ICSIPN4.C'N OFF III SNxlon ®xY!'l1n OCli CO r�_P SIO b+ 95 Pt �3Tr. )ti4+ Y.:A EW Le NM Yllb i .-"-M !M MaY •G}8• • __._. .___•-•T-_-"�•iA Mti+f YA-fY JGIb it ]l+.A]YR Ln'YJt OClFGV'F-. tpa KJM "JJM JYr i+ p!d ea NH ANCHOR CAP .AVt?10R CAP..o a. V y— 9 S g ��'t•1 S A-�T USE THIS FOPAIUTATO ODTAINTHE 'ANCHOR PRODUCT REVISED CAPACIY REOUREW CORRESPONDING TO AN a ptyinp v.IN tlu Florida BulidlnB ^ ACTUAL PRESSURE REOUIREMENT FOR Ti4E NBA-Np. '17-0G30,01 OFENING.'WFEN II IS LOWER THAN THE MUUU CAPACJTYyFP.OM( ETA?LE)OFTHESELECTEO bt{IIJON.YWILL YIELD A WNIMUM ANCHOR ENpbatlon Dat 05;2Gi2O2.1 , CAP.ACRY WHICK%JAY BE USED TO OVAILFY By AIXTIT1Ot4tA CHCROPRONSFROMTIIE HiJm gAO Product on ANMOR CAPACfTY'TA111E. F:GUTL FIOVBES 1: FIGI�IRE..j''��I!I FiGUREa -I FIGURER: I FIGURE G: E-1 [�J rENE.NOT 1j SE.E SHEET 1 FOR INSTR'JCTICUS ON USING THETABLES A ) SHEET 25 FCR WFORh1A7WX4 CH LOADING SEE SHEETS 2A FOR GC+IERAL IYS'EALLn.TJ.4'METIO]S. ? F!UI.Ku+AND LIULLUJN p.D'S SpOWN iRE MOTTO SCALE FORHEEI DLNENSIGURSEESHEEU GESTh'ULESR BEUR!LLED HOLE j 2j UNEAR NT F-CIATION BETWEEN MULL LENGTHS ANDi()IIEl 7H= FIELD FOLLOIJIH*G DILIENSIOtiAL RESTRICTIONS SM:OL'IN vN SYIEF.TS 21.15 FIGURES SIKhY SUGGESTED. APPROXL4ATE HOLE .7:-0' a-W-'' A.000' "IGENFf'•;C(��' - Nu. 587C5 _ * 9 NIGLE CUP !FIGURESSWj 11B W^EU Vi I'NRS. a, SUBSTRATE'S; LONCHEIE SHALL OL14FOR.M TO ACI II SPECrICATIONS. HOLLOWAND ORC:l1T3ll LFD CCtICAc-TE BLOCK UNIT SHALL CONFORM TO ASIM CAD. WOOD SHALL BE PRESURE-TREATED YELLOW SOUTHERN P;NnVR11 AN SG OF B.ES N.UMIIM OFHI TIIOKSIE6t 9NOS TO DEAA1piMNhl CiiY UE 33 ANO.CRG'THICK '.8 OAIJGL} STRUOTURAL BTEEL TO DE AF lAA9T .1:5' T'HICK NIO.ISn. Nl ANCHORS INTO METN.SHALL EXIE`G AT 1.EA.CT ]:iCREW THREADS BEYOND THE MATERIAL. J10 6 912 ANCHORS INTO WOOD MAY BE STFE(, 1$.P E.B. OR 4/0 S.S. 1 p.%a.x.}?wJLLh1UST O it L(S'.,�2URtOf`.•'G\?: A, I.YIITN MILi!��. 7.F. FL p C.0 55755 FjrtjV.ET: 1-11111d[ FIGURE& FIGURE9: F•GJREID: TABLE tOA_- -' NuIG.. Ca . ity Ta 1. WfH4l1 Op9dny rnam t�•crteiNspeRta,mnonc)or0p tibig Hplam(a]r IAriIDMa9AalurrirO aaa-) am mF loll NF mo, S 1mF CaF 119E leak, I, Ix8135 aum.TliDa Ral�yb .... tratm ➢aNvoq. I.&. d_ IH[lrgo]r IoG'a %d% 5 :IaµRlup Lo m r Il'�+u'y Iwiq rmTilso. I-,9 t a�.'mraD. L"il" P rmvro,Ma L"V 'g Re+m'o+Y lOe3i gn r_ va9 'file neoi its n-Aw- t I. i,�•' v5av�l o4-- L.Z = � !tg n nW>< 1+=S:a �g _'$TryRpp1. �� hl nal'mor.. la Z k�k Sk !aa+v+a L"dk. � �E rWew. Lu69 L �� n � d$' r mro. +roD lma st en Haa Im9�i+n lzln Imo " Paa Hm Im0 sl 1R.o ms tRa IrOa sM so iRA rmD +9R a» Imo ImA sI all yr, :rF Imi, IRa aro Tm M. I)OD as w 7:-. IRA 7N IDo Imo iR.o in sN POD 'no w ri +mo Imo !m ao 1N.A +ms w +±sr naa rmo sm al Ima am Imo nm }rao ao fmo nn ylo:SF Mp F a'Yn _..;_... :5 mF o E'O! 2 IMF i0T StiF ft•F ill i, IEF 1 ! IIyF Imo 1T10 IRD' ._.._�._` nao _..v IRe 1]Oa IRi IraJ 1iCA na.0 1]a.0 )a �l em vv of 1rm 41E 1151 1C^J 111] r!N noa Pao naa naa! :a] an ml :u 1ro.o mA 1Ra noA wa 9a 1m] P:F traol +mo +m.o ImA - 1ro.o tm0 froD im.0 1m.0 V.o ImA nC-0 nM am 1!R asv vw +ow !YD 11Ia 1E] Itl1 rao noa Poo Pa: rtno naa? naDLNn 11141.... Im0I trO.r INN Ina sw Im-a ... nEl Iw lay, !aal "A IroD w rs1 Ima Ima 11v: nrs 1N7 1Na 11D9 iIR 2ffiI mm 11.01 fro' ma +raa M Im W mH ITU raA 1RA .raa _ gals 1Q1 1aI ten _. Ilm 19v b19 an 239! fRA naa Ima nao lP ur vw 1W Ima rma Ina rma In. ima !MD Im9 IW 1w mt 1No +oa iim I1N J]II +ma 1ro Imo 1R.a rm am Io» Ma Imo nm POD Imo nm 9!i Ira :mD, In. rs gel 1roDl c<o' ]fet 03. Imo IRA :sf m! r%o In. a91 zsm 1mA flog ve m1 av n<-0 Im] naa fog naa, Mn Imo lao nao rR.o nao ...._.._� nao naa Imo 179D 1M0 1/a0 ira]Tien lraa� rm va 1- +1m I- 12a Ia0 IYi n4.0 IRA 1_D��s.O naa! im9)I7 !}O]�Ia11 r?Oa IRA Ima IIs1 frv.a UFs Irea -no rag: Ima imD nn +rx' POA freD Mira ]1U Im.a naa n:1 +ice Imaj !MA) POD ilaC :ICA Im01 1RA :aa nl Yn m: IIN VV Nw rm] IR.91..n13 IRa IIOa Iroa IRO I7ab 1!m nw till 159+ 11m IB:a rma 1m.o Ima(+fE Imo +m0 rtm 1?m I.WI !9l nag 17" 1RD IRO IRC If'.D nag 1mi IRO Imo Pa me :Q, !1r1 Imo m_o Imo nIe ru) tam rmo rmo Imt aM a]A :)l0 nao IR.a 1}a0 ,as rNe IQ)9 +ma IR9 7.) Rn l!w ImA IroA un I[a1 w.o IRO uw a1M rmA IRD 1ST IMa IRS Imi 15N I)<D Pa1 Imo )rw IROI aE] 1Ra Itn n0A Xal IRA Ina 1)OD b50 IA.i 1910 ITaa ]IN i1N Eat 1R.0 Ima as aN rmAl rP.r ]IIl 11m 1RA fm.0 ]'n r]Oa Nlr 1m< 1]0.1 N01 21E 1laD tR.o '7N 10M 1RA I912 2]a EII rro.0 1m9 i9P E71 Ima 1U.] ]Nl iaf 1m0 la'.O 2CR i.] Ifa0 VIA rN] T!w P0.o 1ma Eat T.m I10.a 2RI Im.9 3ra+ Ia.P 11a1 N_F 2& 2W 10>8 Y..} a!1 a1.0 iial 9a+] 2=1 119.9 Ima MA am ASa 1Gp Ia1 RO ,W IRD IiN tm9' 14S IiCA Sal +m0 r+li rsr.a i9 fl2l Eta laD Zd]t Ird1 II'0 1 D rlii IiOA am na 1aE Ir0.o In! iron +aN 1m.91�in5 W. Tom ISl1 aE iti8�0i1 lAl!ESi reallm+ 11L1 mr !al +m IXt II9I I})2 !ma •m.f YQ nlf 19`A m1 E!2 mA tali n2 1- InI _... lal Ine :Ns 1N 11 ran 1m.i I<a eB1 IaI vu'+1n _ ma+lmi n.] !PO era ISN a_i Nm sal 1a1 ma 1vv w ISN .va tug aal w Nn >~.a•9mua.n., 1 wraa Ltl,acm j",°•„`_`,'j v,rarD ULYa, j Ile EMa law>, ANCHOR CAPACITY ADJUSTMENT FORMUM (Dw X / PNC"OR CN.�,,,,.,` .ANCHOR CAE.., MULLfON CAP..,.,,.,/ USE THIS FORMULA Ta 087M TI W'ANCHOR CAPACITY REOUIRETY CORRESPONDING TO AN ACTUAL PRESSURE REOUIREMEHT FOR THE OPF"0. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TARLEI OF THE SELECTED M!1LLION ITWILLYER.DAMWMdNAANCHOR IY CAPACWFr.C4 MAY DE USED TOOtJnLIFY ADOIMONAL ANCHOR OPDOIJS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED Dp izpley yeriM it FtoHAa t Catlo NOA-Na 17-0630.01 EaplraODn Dato 05/262021 DTL{fIIIOR INE OFFSET GJP,U.SE"fPs SANE AN4YORi'hl'l'Mm nnJ nrvl.nw. ve.�uew..a •.c��•-�..••••�.••�•• TABLyIE- NUKE All F1GaRE 2: Fk.VRE I' FlTillrry: n: r10UrLL l': irOJOES .IGUNE t0: /F.G�L'DFE�t1F: 1J SEE. SNE=T)FOR WSTRUCTIONS OR USING TH�.TA&.EG ANU •.'HEFT 26 FOR INFORMATION ON I� LOAD: NO. SEE SFECTS b•1F'UR GENERAL WSTALLATgIti MfiHOrLR. ( ♦+] Ny LYV/ �7 LINEARINTETU�LATION DtiV/EEN MULL LENGTHS ANCOR WFN040 W'Ynm IS ALOWAOti. SIMU LIDN A40 MlIL:ICN LUa5 SN01YNARE NOT tt15CfLE. FOR EXACT 001EN510N5. Si;: 51E.E7S ! _ 21.21 HOLES i0 RF. OR LED IN THE FIELD FOLLOWING OWENS1Ot AL RFSTR.CTICNS SHOVM ON i {< ; No 58705 D{IEET521•T3.FIGl11;ESSHWYSUGGESTW,MPROMMTEICLELOCAT--*_ :IfFIR FIGUREO: U FPalfiF. ), -��CLIP •1)SUOSTrATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIF•ICATIOYS. NOLLOYJ A4DGROlIT-FLLLCD p- ', �IF1GUnE8 O 5ATE YELLOW EUTHERNNIT(CMIII SVWLCOI:CO1.AL AST31 O3D. WOOD UIIiLL OE PRwSIhIE•TREITCD .c� F❑ a')Y YELLOW OCUTHEFUI PINE WfFH hN SGOF 0.55. ALUN:NLM SHALL 6E R'U"L')S PND UCaMLVC'IUb10F.1aS / ! ; mix9rVa u THICK -STEELS TO OE AMINIMUU GRADE33..41004.: THiCK(13 GAUGEL STRUCTURAL STEEL TO PNR£ 8'c AT LEAST �tv^THtCKAN'OA26.ALLhNCHORSNTTDMETN.SIMLFXTENOATLEASTaSCREW. YIC%Ya ALNN}(}¢(WIEF}.nP.E TMiu1C56EY0110-VMilTERLSL.FIDeii2ANCH04SMTOi,1.X)OMAYW: STEEL 160SSCROIaSS y�R" pL P.E.d.r.?Ds - a invAary ',L33HS SIHI S3'JNHH�ON GLIG L190 15ismosqm .:" yd.' tL16mo� irsmosoa r vx ,,mlovrm: iil --afOQEfI a W M n In g g iv �. '• ��c'.. ... .. � J i++; •''; y Wrc d Z P9lH/N HIN m:ue..n. 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IN Al tT Z12 191 Tit d91_ 1af t96 Y.0 1/0 bd'n IOfM 99A 1f.1 tb NI /1.1 t]➢ 11] Yl •a! wd 199 51./ It5 ]I{ IlA 39A wl ]I I wl 19.1 9f1 T.e 1n Z4] (Avt N➢ lY Mf YI as ]M n.1 bl 1Ca 3}I N.9 A: IId ]f/ I f11h JAG ]A b2 3Y CQA RO ]]b »J lJ! S^J LA ]Ef XO Ym ll.] ]M ]I.• m AO 11v 142 ]10 EOv DL^ 1/D ]m ill ]OS tJoh xt In mi aP 1Ll rT 359 lw i1.: Pr As xm nd In Na sm lav aJ nv � w __ - _ _ IG/q !J.8 19 PJ i01 vtv{x t1f- 1v.•c :]ofrm I ; , :."I vnrecoly 1 m•w- PdDemf FIGURE }: El FIGURE'2 �J ANG'� LLB (FIGUFIES 111 MUSTSE 11::EO LN PNRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OI' IX(�JCHOP. CAP..�w�aANdgRCAR... MULLION IISE TIlls FORMULA TO CBTNtJ THE :4Vd10R CAPAGIIY REOUIHEtT COR4ESPOt1D!,VO TO FN A.CTUA'.PRESSUP,E REQUIRF.MBHT FOR THE (ll•LNING, N'HEN R 1S 1D'A ERTLVI THI. MU.UCN CAPAGITY (FROM THE TAMP OF THE SELECTED MULLION. IT WILL VELD A MNNUA1 ANCHOR. CAPACITY WMiCH MAY SE USED TO QUALIFY ADORIONAL AVCHOR OPMUS MW THE ANCHOR CAPACITY TABLE TABLE NOTES 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TAGLES AND SHEET 2E 1TM NFORJMTKIN ON LOADNG. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHt70.i. _ 21 UNEAR INTERPOLATION SETYE01 MULL LENOTHS ANOX)R OPENNG LYDTRS IS AIJ.OWAJLE. 31 MULLION 0.'GU MULLION CUP951LF.111i AJtENOT TO SCALE FOR IYALT Ol"13IONS, BE SHEETS 2]ZI. I! HOIES TOM DRILLED LV 7H:FIELD FOLLOWING UIMEMSIO.% RESiTi1-rKWSSHOVJNONBIiEETS 21.2E FIGURES SHOW SUGGF.6TE0. APPROXIMATE HOLE LOCATIONS. AJ SUBSTRATES: CIYlCP1T@ SHALL CONFORM TO AV 301 SPECffIGilOh5.1^JLLAIV AND GRUUI•FCLEO CONCRETE BLOCK UNIT (CMUI SHALLCONFCRAI TO ASTM G90, WOCO SHn' L BE i'RESSUJ�•Ti[ATED NA / YElLOVl SOUTHERN PINEVfITN.W SOOF C.SS. lam'UftNUM S1ULLBE fi053Tb A\9 h11KR.1lP..i OF.125' J THICK STEEL STUDS TO Be A N.LMMUM GRADE 33 APIU.UW THICK(13 GAUGLT. STRUCTURAL SMELTO BE, INTO METAL SHALL EXTEND AT LEAST SSCAEW TP.EAOS BEYOND 1.BAY MIALXM ! I LDAST, TIIC O.-DA30. kL ANCHORS THE MATERIAL. 910 B,12. talons INTO WOOD MAY SE STEEL, IU S.S. OR 410 S.S. PRODUCT REVISED euudPIt1A Itb Ih9 FIOJldO ing c9� NDA.Na 17.0630.01 V"f-lon D0t905:'26..12021 B Miom�-••vP uct Contr0.r *.:• No. 58TG5 P.E. S MUIaO. C. T.W. ae --.�- OpaNnv 357dU1 h'4•SMC'caSApppf7SlR rrnOCre) orOpaninB HpiBhl(]r. )GtxDLfaJpPa13'ErD nLRmp) 336'dd BEG. AL BAYMULL$'may nevtpyfy C^+IIV wA py TAIT7psV IA.4:9 RaMy)r 4sbv 9A TryTiL 1. U 4S Reauyln �{lOMjn7O rob TmArbay �j la6N Ra2�tiJw Lw3n�l9 mA CIA iRRAaN. lw✓NJ yn �(Fs Ra'MTT :<+d<+a wA Tglab]p. l^#9 RM6pDAa ludo➢ +wb iqnlil iylbag. IOm^l 3e W.W3� +m4'a._.. 1 1xn � Trn'{ap I niNyYt L°+bq 3g fmb 6 ,gp- LdTMIC• loJeO gig 3e Ilmslpna fedn9 +wb 4p'nbN'. wG"0 p N,A Im0 1mA TmC POD' btb Ta ) bE3 w: t»A ImA IroJ ItGO Imbj ItS NI 4.2 »I 74S Im.w Im.0 1mp I;aD Ir7.pi :11 a4J 95G IbW flta im0 tm0 1ma; f 11C.9 qb su EW !% Iron 17pC P9l IRE au OCt 11+6 171T Pp.b Imp eTLO fm9 34! EJa T31 D4] [liu IRS w It]l 1155 1D3 i3A i31T Imp TmD Imp Imp Imb T415 fig WI »J 4 : 011 9» 1., 1JSp lma 1mv In) tpJ 117E IIiS imp S3! +7atl, IJW IN; :mb '»b fif am 1»A +M.r Nu lu1 1lOA 1mA 52+ f3p +mD IIp] Ina IW; nbc 1m0 47! 4a] +w3 0... IIO.A q)1 1- Imp +mT•DD 9f 1]!S 1{R 1]W IM7 ITAp IS00 Im.6� 1524 JJl U7 w PoS IlOA IA3 1]pT 1140� NN 1153 f3w lilT !ipb Iw HI.1 1!4] 1AA 14 n4111LST 1mA lw 1653 NSS 1TOA 17e!b 9R 91! fmp 6 a &l HSf +m.01 WI I!O.a IISS9;.p +U.S HU 391 951 IUA T� !30t »!7 LP.1 I= i4 WL W.a a1.A � 1146 »4 17,1 :Sl 7R M 73.4 ]5] IPD 1]LT A7.1 qli 6 9 a_ CS,A Rb n _. Iph oY,b DUiI Pop f..A IPA In.l R.i CAA .4 TWO 9M bfi+ u3 4t4 1mp :p9A 1— 1)ZSI u1 ml '-)U- 6i7 M PM RI !at fm.p 1]1.I f113 TWO 613 59.0 IR9 ip10 9w Wf 446 SW iTGO f4A III.O ___._ T.13 RI 59.1 m] 616 Ti3 .�......._ T4 3G 1p1 ia4 IISA a, w3 p1.1 10.T Ilw 1pfp Lm 141 44 5aS I43; IC73 fp7.1 NA Bb9 NA _ d3 N1 441 1» 43i a61 iT9J IpD W9 NA pI.T qA 1!W +ap ca QI ppl 1 Ka ICIiA 111T Ia3 tap wi ISa NS US TIB TI] S4 IR 11u ebb 1]:3 )SA Lai ])J Ifw Ibtp 90! Wf 0(6 !Oa ISa3 Ip40 W2 4J wJ 41.4 Wd tli n3 TJI a]T {m 1gAI WS TIT W8 AI.1 M.1. 1:9C IWC YA ._...._ Wf aW 34a lili Wi a23 �.�- M A)A .Kt bll t]7 W 6w S]0 lm M4 NS "a u0 Ka HA 117C rola 6D3 6S1 aia 446 1193 !Ct NJ W.1 113 .».11 bp1 (!W 1!4 WI slp 4G T11 P.T RI tlA 743 2LC 119p IWC 6p4 ml 4N � 111.1 nA »3 NS ]43 SLS W 1SC To ar3 $11 Iy EI,a w3 U.9 riT 3Sv 213 tlw 1JIC 1111. GJ dZl TW Wp WI C4 !W »A u7 ]4.3 2L; iW (» 'A) I N) ND ASS MI _. 3q ITT 3!a Np ICI Np J» 27.) 2p.i ;'W +T.1 u9 lu ml NS !ETD SSA •.�A 0.. 4. IS9 IC6 ]4A 119 tlJ 396 N.7 14 �.; iu v/.9 N6 4, ]I.I 39.1 ]6! ]R � u.a -. S, 41, � f15 � IaA ��2p] W i1] ilJ ]T.1 ]'A iSa 1 G4 1L8 lq I i1,A IA.1 IY. 43 ]4 46.E A5 Si.9 a)6 41.5 R.a (Y'S ;}A +C9b 41.p ]al J3 UI A.1 ]N SA NCI NJ 4N TSb 41 .3 w nA JIl 1U 3u MS JIS IT.3 ]bi I61 ]p6 I we Bo9l6x.1 I I;,-- 1 Z41 vle•law.- I w•EmuAficm PoC E-1 FIGURE 2: FIGURE S. ElEl MNSLL' CLIP (FIGURES 1.0) MUST BE LASED IN - I -TA - LE NDr'S: I) SEE SHEET 1 FOR INSTRUCTICNS ON USING THE TABLES ANO SHEET25 FOR INFODNIATK7N ON L.OADINu. SEE SHEETS 24 FOR CENERAL INSTALLATVJ METHOOS. 2) LINEAR IIRERPOIAnON BERYEETJ NIULL LENGTHS ANO+OR OPENING WIDYS IS ALLOWABLE 9) biULLKM: EE ANU AIULLION CLIPS SHOWARE MOTTO SCALE. FOR EXACT OT!ENSIOHS. SEE SHEETS 2!Q} HOLES TO OR'LI.SHOWN IN 1HE FIELD FOLLOWING DIMENSIONAL RESTRICTIVUS TOWN ON SHEETS 21-. & FIGURES SHOW SUC+GFSTED, APPRWCIMATE HOLELO!.ATIDNSA Aj SU35TRATES: CANC.RETE SHALL CONFORM TO AC1301 UPCCIFICATICNS. H:YLOW ANO GROUT-FILLea CONCRETE BLOCK UNIT (CMU)SHALL CCFFCRM TO ASTIl C_ Y'. SHN.I. FFvbEUR&TRFATED YF110W SCJIHERIi PINE WTfH Aa: SG OP O.35 ALU7lLYUM SI IAt1BE 8Cro7-Tp NIB EEAL4ww1M OF,12. ` TRCK. STEEL SRTOS TO ULAMINNIJU GRADE 33 AND ANS THICK 118 GAUGE} STRUCTURAL STEEL TO BEAT LEAST .I2V THK;K AND ATS ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST2SQIEW THREADS BEYOND THE M,TEA,_ alo & p'2 ANawPw INTO WOOO MAY RESTEEL. IA6 S.S. OR A'.0 SS. ANCHOR CAPACITY ADJUSIVERT FORMULA• AtiGFT1R .. , in �lx (%ilnJJav cACAPa.�..) •ntiawRcaP.., USE THIS FCRMtdATO OSTNN THE'ANCNOR CAPACITY REOUIREW CORREa'PCNOING 70 HE ACTUAL PRESSURE REOIIIRF.NfENifUR THE OPFN,4t,. WHEN TT IS LOWER THAN THE MV_WN CAPACITY (FROM THE TASLEi OF THE Sfi_CrED MULLION. a WILL YIELD A WEILIIAS NJCHOR CAPACITY WHIa1 MAY BE USED lU QUALiFY AUCRiGNAL ANCHOR OPTIONS FROM mic ANCHOR CAPACITY TARLE- PRODUCT REVISED plYin ewith Ihp ilprida euupbpme Gp9 NOA-NCI. 17-0670.01 O.p!mU,n Dom OSf26T20Y1 LJ 33 �.: Nn. 5E7US j/ v •� � :S MY STATE MULLION ��.({•'•, FL PE.il 5870 V y tow tow �--- ,� I ••.12s 2.7IY I .,25' 2 iO0' ! �. . i.i2r 4,AL%)N 1•xrxM5-wuxt. 1• X 2.T XJ16'1W.JX1N i}T4ALIIN. 6MsT.:1LU'd. NA34exuM. -SECT" X-SECTION XFEclxH T— ` sra4;,anowD 1 I I o-waaen.uU. I 2.iW u. x 2.CC,r X.S6Cr;Ox 8542-Tr NJ.1.+_ X-SE+.TIGV T. S'CE' MW. I , t r I : E -- 9T�WP'RnCiF' xra.ro aw.. GIIR:R OF ANC70T14DlE NlS?lIE lU(11-1N )— Ir i ........... .125- dnD-TC N.U.Nt :�OI +nEY A a1s atN. \A � VCP .T oa4}TsuLat TOI .1M— /J, NOL'd NTHELIE /__..... W M THE SEE SEE SHEETS 9 CIM z,7FGRTNE C. TABLE DISTANCE. RMX:if.1N OISTWE M AN'ROaWER- N Du+ETE*L•ANr-laa LMt.T:TF.F • u16'. 1-•1.000V S.i&I?S. "•12s 'A' -:R5' I 1'%2,i XA_7 uul1YN4 1•%112SXS MlLIG.^! 636SEETION hUe}T4auu. XSEGTX)N XSCCTON —, E-•-.,25• A+a:E cur swe "4Dut 20ICU' XdEC71ON 1 .12r h•125V-1 r- aier• '— F 266• IY.' %'s.1B3' %C6r 1Ul/kN1 449s•reuuu %SECTF.M 7- I 9F6'MIN. A.... ,.._._ _ _...._. .. ....._ H - lJ 2%suu;�aP TC Yi'W _DASH ROFANCRO.R M:nEY'}ST IIF: YARN1F:E !.—� Ma O.C.-0"+ - MWd(me)M AMI,. IyTMP NOtE OMN6TCa: P.'DIOR O'N.L-TEa • Mr. IAuII I%mansion (9beoI#) POT Part 0 Mullion Bb1.00p Offset Clip ULTIP Angw Ctlp 1-X2-X.127(5) 666o5 66611VA 6601118M 666243M 666511M X.3W (6) F;—m 666114,M 6661119M 666244M SWIM l' X2.75' X.375' (7) 66W7 666115M U61120M 66624.W, 666513M - 1'X2.76' X.65W iB) 666M 666116M OU1121M 666246M 666S14M 1•X3.1WX.500'(B) 606i'RA 6861116M 6861i14M CG6242M 6WSISM 1.25'Xal8r X.2W(12') 66541M M1117M 6661"WA 666241h1 6W516M I.2S-X2.li-XA25'(lSi Ewa WA WA WA 1 6665,"1 nor=Ex: 1) HoLE310 RF. DRILLED N TYP. RELD FOLLUWMG DIMENSIONAL R69'RUCTN:NS GWLV ON THIS SHEET. 2) SEE 6HEET5 5•S, 12 b 16 FOP SlXiG65TED. ADPROXINA?E 1%AE LOCATIONS d h'iCI40R O.C. DL6TlNCE. 3) SEE SHEETS 24 FOR GENERAL INEAUATION METHODS, a�lmon!volNe(Inl ForMulllon: A 1.025 B 2.654 VXr x.125' id—L um Tube Mullah C `D 0.696 D74o A B 24.125 04 W 11Xr X.37r A!umirun TW:e MWAon C Q831 D D.490 A 1.875 B 3000 1. x176-x .3.SA C O.I57 Tubs MuNw 0 1.,,a A 1.312 I'X27WX B 1000 Aw G - 0.470 AlwnhAln D 0636 Tube MuS A 7.000 B 2637 V X 3.125' X ..W Ahon O 0863 T ba 14.0 D 1.1.17 A 2 626 B 3.1F2 1.2S X3.188 x 2bS Alum nbs Rwu _ c o.eo2 D 1.762 t.26' X2.11' ' A l.813 .121• Al,,n TuM Mail PRODUCT REVISED DIy1 g Ith tho Mdd. pui ode NOA-r4o. 17-0630.01 e+o,Teuon Dace o52812021 `� S�p,4Y LY7J.yh'b, FL P. 6705 I Corr r... ..� fA09' r... .IttEI_t.082•-1 .i.. OGT 4.aar - i2S 031•, T' sc= VX.12T r� 1'Xi%.117 1 t•XA•XXl ...I. AUON 1,pla mi T•etULL10H W AI.W. 6V.LTG AtUIJ. OO]]• (G NUM ECTION %SECTION X•SEGYION 1.554' i•..1.257 1 3.710• -1.ir3•..4 i--1.25C --1 J32C I-- (.1.2rx.1EC 1lYX0.T5'%.E2r 1.W X 3.94•X,E7r CULUON ", LICH NU.LfN c.TtIAl M.-1`5ALUM dEOb-TSAN �SECIKN XGEQION X.SEGBON nC ? IF -.125' --1 I-12T 1 ) I Jan Pa E A--.I25 STA ARDCLIP 7.�25• 2.Y5 ANGLE RY 2A 1. MR2.16 AWN I ! 2.au5• I x.SECTJX9 ! ' IiLW ecs, TO N.UM. nl ! 1 SV&I.T6 N.G1J. XSECTON -.1215 1 XSECT!ON ! U FF I- jI -A .L. y a N W CENTEROF ANCIWR POLE MUSTL'+E WITHIN THE N DASHED GOUWARY. SEESORT510GC FOR THE N ANCHOR O.C. Mr-ANCE. MAXMUWANCI(OR• r2 O S HOIF. D'AeZ(jp.. AJ�CHOPCMETER♦ 1A6•. W O I-' 35CnY _......__.._..........._.- N� Ou �. to f.Ui HENP TO C .37".....__�._3.t2r-^--•�-PEA1£FGIP,£tE.376 . MIN.- W .375 CENTER O--------- -.__________ L i ,c U OU ASTLAWIN ]a _ y �e z r__ 111 , SEE 0 SHr:ET31617 1 Z Z s a r•CR Tr 37Y •'_ .....' _ _ _.__ _ .F- .I• I N:CHI'HbPO.C. I I 1O O i0 CIS TAN L I y Z UNET r I I 4 � IAAaMuu I I w a � I I 1 I O.C. r I 3 i DEk, r I DIJ jTE t._.....___._. ______..,___...._II V Q 3 0 1.2XSAIM606LAWM a? C'tFCLiP �tC 03- 4 u bTtf6`FADRIP U-0l5. TCPY'.EW / -GKMR'W ANCHOR IP+t""TLIE 605}76NAIM. 605YT6 ALIAA r- TOP1nEV7 TOPVI,W vmH01 TIE CA,INED fltltlNptRY. SEE PRODUCT REVISED SHEET3t0.17 FORT11MC.4CR 0.0 TABLE C TABLE C, CONT. a pi ing wIM B* 11.dda ♦ IASVNCE W<nfUN ANCHCRME Olmanda6 W..(In) FM M.M. n: .1 m-mua 0.)ForL 1- Su!Iding Coda \\ =R, NKIfOrt DIAMETER• 1,1V. ].66 1'X4'X F' 191t i.TS'%325' NOR- . 17-063D.01 O LOLq .125• G SSM X.tR4• O Ezpindon Date O526i1021 H 2.E50 Almn4rar H I'. NumVlan _ I' hb Mui cn SY .375'-.3TS' F 7.f57 1'XCX F 2625 1.26'X NT.91• M+amT6ad yr`oducl Control M. _- - G 0.7b'7 T!Y G f.t25 X.829' j .._.. ._�__�__._.• ! _.. H 2470 AS-irem _.-Ii,-„_7_500 AWmmtm •F I 3000 Tub, i•T 1 1250 TI�o Nu4m T3 F 2.230 t.Y JX32 F 2.615 15-B.+MWi ! 1 ! O 2.75D %.10P F 2.615 15• da Nld.' i 2.250' I I r, I -12511 Tuba Mllt'cn ti .I--f.._. •- L .2T6•-� i- .401'-I TCFW :l .22- I-.9Gr-% J BE DRN.ED N THE r1ELD FOLUYNNG D;LlCmSICNAL RESTRICTIONS GNS4 ON THIS SHLYT. '.ETS Ia. 11. 1115. 193 20 FOR SUCSESTED. AFPROKMATE FIOI.E I.00ATIDNS. US 24 FOR GENERAL INSTAJJATION METHODS. Noll Din e� nslon (diealPl POT Parta --- MWllon SW.aft, DUsnl Cllp UClip An01e Cop 1'%T %.125 (10) W]PA 66d111N E•Att22\, EEClA1h1 W65101A t•xr x.nr(+ry E6G:0 0.'611TM 7fb1123M EEE=4:M E8641,31A 1'%4•x.JlTT (tf) EE553 b5S1 i2N AG6t12JM E5E24.1M E655161A f.2Y %3.2v^x.iCO'(IG) 29+10rO]13 fflltAM C89it241M 6WS41OM 6065115W t1r %13S'X.024_(I41 2016tY�]i6 CCGit2EM 9G91f2LA BE62At1M 00W1!6M 'ursiiM !l5'X29r %.6M'(151 2GI62 NieIt17M EE51I2•vK o59zA+N --bWStiOM St flcgrta O9) F.60A0-K-A JD Dgree O`0) 813650 WA WA WA AFA51ttA1 Nu. 58705 •i * =v �O,O•.• STATE OF (V�: A. LYNN MILLEtR, P.E. FL F,E,# 5570`v TO PGT P.d 0 .02 0662e1 A04 066262M 666272.M SMOAAD CUP 113M 6w" ALM, 2&zseclwrl )INTHEMDrOLLOVANO rioNs GVM ON THS SHEEL )R SUGGESTED, Arl-kOXIMME srfima NSTALLATION MLMMS. sm .375r sa W.— F. MN. sm" ON ILI 4.COL- rxrx ew�Td auK X'WZ71011 7- STANDIA0 a. HCR �LE MUST UE (�' Ta A-U oll" I — — —0my. SEE TOYMLW 0iAfl6'1Fii - W.W. . .. . ............. . . . ........ .... ........ C2ATE .37F PTA .-..I .375. K.SIa. -Fam. --T . .. ... .. .. ... \ .. . ... ......j. 2Y3N40 ECIP FAT W N 'J.' "ITiA3JU 2.125. X.S=;m co),• X-SECTVN 2F -.126' Li 'Jp W4.70 AUAL magLr—m q —, -- E'- , g�..w .. . . ..... . F 3, 4W 1 us MOLE ZLFXTE70rAr4CMR"0LEk4L.STUF AWM. %=lN THE PASH.F.0 BOMMARY. SEF TOMM p PRODUCT REVISED M,p Inwith thePf,,ld, 17-0630.01 A.&vWMIWER.P.E. FL AF_9 587D5 4 %W' MA: IEPDI:u Ti iS iG:CTNN IU OE wCOD GN ALL POUR SIDES. THE WIhOOW FRAME CE?D:152•Si-Y.h�07.HLN0 RF.W1.2+St.CF.3IGN PRPSSIjRE (:F •60.tl410'rSF. FH1 ?)INi'IALLYA_i-SLIMING TIIATA I'SYIDE WILTON IS SUITABLE TH6 MULLION LENGT41572`AND THE OPENING R10TN IS 3Y•72H'-W. REFFAENONG'VIEET 25. THE COLUMN USING _.._...._._............ RE�AtiGULAR LCADO:G MUST HE USED SCAN THE MULLICN TA3LF.S FOR AWIL'_ION?HWI'IS AT i.EAST THE'MNDOW FRANE DEPTH OF2.1:A'AYD VALE MT:LT OR EXCEED TE REO'JLREO DESIGN PRISWIAE OF PSF. PSF. IF TE TABLE DOES NOT SHOW THE ENACT SIZE, USE THE HLTD7 LARGER SIZE AVAILABLE. �B[P FIROM'TAELE 3A SHEET 7,THE YX2.7S'XWS•MULLION(LENGTH+7P,OPEN9,G SfUIH+ 707 MEETS THE CEPDI REWIRED.HOl E'JERTHE DESIGN PREa`aL'RE 15 •�94!P {AYO WCU_0 NOT BE- S(F.TAB'_c. FOR THIS PPP ICATION. 5{EL•iY :: i xJ jam; F.HCM TNiNB 4A. SHEET B.TIF.1'X175'X SSC MUI'ON ITENGTN+iY.OPEN!NG YIIOTH^701HA.SAOESIGN PRESSURSOF•<-72?PSF WICMEXCe DS THE REO!illtEVENIS FOR THE OPDiINOAN0 hA1' RE USED eNTY.IS APPUDAT[UN. NOTE THE ANCWRCAPACITY RFWIR:A CT' 436 LBS. - "'^-" 2) USE TABLE 46-0 FIND THE ANCHOR ln'MANCIICR QUANTITY AND G.IP ME RFOUIREO FOR:HE INOW SUBSTRATE 007HTNE STtNDARD) CLIP MITI (4) M2ANCICORS AND THE 2X5 A•N7.E CUPS WIN(4i+T12 ANCHORS HAVE A CAPACITY (IF C65 LOS. TYGUGHE!TIIER ONE COULC'UE'JSED. TI° STANCARO CUP LS EASIER "ISTALL- SUE_5 D6lAA-<, fI 3)v[RIFY THE DESIGN PRESSURE OF THE FENESTRATICN PR(OW-S USED WHTI TFCS MULLION SYSTEM. THE LOV'E.R DESIGN PRES5Lft. GF MULLIONS OM1fEhESTR/TON PRODUCTS. V•EL M•LCTS APP:Y TO THE O FCALI'L ASSEVBLY. FINAL DESIGN PRESSURE SECURES TIIAT THE BOTH THE MULLION ANDTHE FENLSUATAN PRODUCT DE INSTALLED IN ADODROANCEY•TTII IRL A'24 `'` INSTALLATIONSPECGiCATIONSIF:T0RE9PECTIV'ESUESTRATESAFDPENEt RtRatONPRCWCTSTOMULLIOH. •r� . IN THIS EXAANPLE, THE DESIGNPRP.SSIIRE REOU;R`-D WAS•60.D POP. SHE OVERALL MUWONSYSTEH W;V`UtlERL9NEU'N8E72.%PSP F1TH iJ1 PNG10RCAPACITY Of 0.W IDS W.TPJUu171VE3Y, -MLA ( THE ANCHOP.CAPACRYADJUSTIU,W,; FOHMULAGWLD NAVE BF.E`IU.SEDTOCAI.CUATF. THE AIFICYORCAPACYfYREOJJREDFORIHEEXAIA^, DESIGNPRES6I:RE OFWPSF: ___.aa•.._._..__.' 83BL85 ut YADTH (W PSF)X( ,•520.9 LUS (AAY U: USEO TO O:lALRYA?O STEELSCREWS FROM TABU_ -AB) 1I.............. _.... _.-( 78TPST _.__..._.._..._...._.___.._..._.__.._......._._-._..._.._._.___._...A..........................__.._. ............ _._.... _ ........ .... _ Pill BUILDING SUB3'RAIE e : KNGtYN TO DE CMV ON THE JAUt.85 ANU L'S-eS A CCWCPZ HEADER AND S41L, TIE WINOGN FRAA!-° DEP;H 16 2-31W. THE OPE!F.VG REQUIRES A DESIGN PRESSURE OF •50.0.•55.0 POP. FOUR T4F VERTICAL h4Jll ION: 1j INTtiLT ASSVMihGI}NTA PwlDE MULL:04: SUITABLE, THE MULLION LENGTH 153'i+72'•IroICL`AND THE OPENING W;DTH!A3V,36'•Y+73'. REFERENCINGSHEET25. Z N THE'CCJ.MI USNO RFCTAfNGULAR LOAONO SHALL AE LY'cD. SLAM THE M'AUUNTAW SFOR AMULLION THAT IS AT LEAST THE YRNOCYN FRAVF. DEPN OF 231B• AND WALL I, WE '�'o : MEET OR EXDEEU TH2 REOU3LEll DESIGN PRE"'i.SURE OF •5D.015's.B PSF. IF THE TABLF. DOGS NOT SHOW THE EXACT S2E.USE THE h:EXT LARGER SIZE' AVAJ"ll-E. yl S h1L_IIPL_tAL4LIU`IS W� d! - 9EL'UETAhs, FROM TARHE 3A,SHEET T. THE YX37S'X37S'MULUONfLENGTHA'1W.O?F.NING Y.90TH+(:7jN?-c'fTS7F1E DE?iHPEC•JLREO,I:JYt=V'ER'I1IE UESICN PRESSURE R+.1.15.I p6F K rl Z f JaA.1wm+-((-- "['S1ER3x9 AND WOULDN'OT BE SL'ITAB.I.E FOR THIS APPLICATION. `�-T '7'�\ FROh1 TAELF.1"AA SHEET 16. niE 2.'%A'X.2!S'NU:LION(LENGM=1C3', OPENLNG W:OTHv[TjH.ASAOES:GN FRE3STIRE OFtFGL?PSF WY.HAN E%CEEf15 THE REOUI:FhENS 1 W� Z ` i0R iN1E d'EN:t:G ANO MAY SE USES Ri T'+1S APPLICATION. NOTE PIEANCY.OR CAPATCRY INS' 21iG OF97'ILBS.• I� •0s /'FEN5a4 ' f�-jAL` BECAVSEITI3 NOYi NiOYM Tf•A': THE MOLL0.N YY"11 AODYTO THE Y:O'fHOP TiE 1fi'u.LI:NT. THEAORISTFDMRG iNDTN LS 38'•3b"•2'+]t•, NOTT3'Au^PRY�CXISLY 8 �( ASSWAEO. VERIFY THAT THE DESIGN PRESSURE IS STILL A?PLICV)LEMWIMEADJUSTED OPENJNG ALTERNAT^_T.Y.7!REV.'INDOYi WIJTFIS MAY:IE REDUCEDTO YNNfIVN PRODUCT REVISED wx` . • •2'+73'. In with the Florida nrarfr•'u I jE b+ THE T3•DINF-N&OR t.45-1'Y 35-'7 1 Y 2)US=TA;ET23TOFINOTIIEANCIORTYPE.ANOIDROUAt TrrYAVUCLIVT7PE RF.OUIREO POR'THE CONCRETE SUBSTRAR:.IN TiUS [XAIBT.E.A^oSUJAE THIS POUHEU _ Du 1 InD e ,�i.........__._.._...�,__j , NOA No. 17-0630.01 ------ -t ; CONGRflEHCACER N:G SILL ARE A'WIOEIT?F!E AIULUOK G.IF LKAETC BE LE7REREU WHH'dN 111E B•. CARE MVST UG TAitEH TO 4NAYfA1N 1HEfhSiPNERS F.GGE DISTN'^c USING7NE�IANUATCIDSILARECLIP MTN ;3tICULTRAD,ON ANCHORS ATM LOGEDISTANCE OF^u•t?GA.$NJANCHOR CAPACITY OF I -A LOS VAlCH!S GREATER. AND ENPl.uon Oalo 0512&2021 ..y •�• SFY i, CCU iHEREfORE SU1TABlt. FOR THE REC`I:IREO AT:CHORGAPACTIY OP A7!LDS. QY a �'Y FOR THE IIUR120FRnLxJLKRS' --• i 91EETS'i+ ii P�ETJ {( Miwm{-p--ii-LConiml-- S I� II BECAUSE THE VERTICAL MULL WILL SE A 2'X A'XZW MULLION. IN ING EXAMPLE '.M?. MALL MATCH THE HCR!ZONTAL.AND`l_'KnQAL MULLIDtjS. ALTE/UL•.PVUIY, ANOTHER ya AL i MUTUON TYPE DOtf O DE L}IQSEF7. r MULLNdi LENG'M 1386'ANTI THE OPEJING HE'GHT IS32'✓/Z'+T+1D3'.RRERENGA'C. SHEliT2S THE CO:VUS7 USIhY•TR:.PEZDIOA:RRIANGL'WNL0, NG MAY BE P. USED. FROLCTABLE 12A SHEET se., THE 2'Xd•X.2:0'SNLI:ON(oLMOTH+iY, OPEN NO HEIGHT,-ITT)HM ADESIGN PRESSURE OF-IIln.G PSF WHICH IXCF475 THE REOUIREMEJITS FM THE OPENN'G AVID MAY BE USED IN THIS APPUCV,"t NOTE THE NUCHORCAPACITY REQU3LEDCF 521 LDS. I EE V� Cd1fIL-w 1 2j USETABLE 126 TO FIND T:iE ANCHOR WFE•ANCHOR OUANT:TY0,C)CUP TYPE REQUIRE, FOR THE CMU SUOSTRATCMT.•IGE,W.pLr A3.5UNETIECMU JAS95 ARE B' ti I SNf.513 N"QE cTtti S110N CLIP IN DE Or"REO I•ITHIN'NE'6'. DARE TAUSTSETAXEN 10 h4V`ITAIN?HE FAS3T?NER9 LA7GG OISTAHCE.USN'JTNE2lL57J:4-IF. CAIPS NTH T M I '�! �•2J (4)W1B'ULTRACON ANCHOR!AT ANEDGE D+6TANCE Q`-1'GJVE.S AN ANCHOR CAPACTY OF S101BS w111GIL^-Gf1EATER. ANJ T!EREr'ORE SLTTAIELE. FOR 7H.E FIEOULRED ' ANCItoil CAPACITY OF 07.11.65. NY LVt i 31'.K:. 2 _,' ... 1a,NJwi. ,_� i di FOR 1HF.Ij-CI V 1N THE HOR!2GNCAL MULLION TD VL-RT:DAt MJL1iCN. USE THE SAHF. N/CNC:I CA?AC!1Y OF 521 l35.T%9O CA FOfl THE I}O!P SHOYfS TF1E ANCY.OR ILO' LICENSE ,�`( : i 1LAWlU WU.II!ti1N CAPACITY IS 107A 1 BSY:HEN USING 3 ANCHOR,M!Ic"ISM=ATER.,%'D THEREFORE SURAB:E, FOR THE REO'JINED Mak CMACIY REOUIRESLC)NT OF 01 LOS, TE ...-DPorYNi w;fHFS1AERRCI'J•A:.---1 ANCHOR TYPE 15 A d12STEEL SCREW p `*: NO.58703 FROM TIE AUOVt STEPS. OUR MULUCN DESIGN FRISS.JRG --0 Jt �- ':b•1.7 PSF FROM T^F VL41`rAI MULLION; / j� a= N•1>S.O PSF FROM iME 7E NOR2OtiTAL MULLbN A7TRCHINGTO ChNU: %O SYATF_ F1i ;'•�� N-!7U.0 PSF FROM THE 32' HORIZONTAL MILLION ATTACHING TO THE VERCCIALMULUON(INTERSECTIONJ u � T'•. LCL� THE LOWEST DESIGN PRESSURE IS U'4N.T VSF AND IMIALD APPIYTOA.LL OF TH= AIL'LUONS. '� CGSTS•R,LORID?-•_'`G�`` VLRI,,,HEDSSJONPRESDLiRG or THz FEHESTRATiGNPROlU' USED HSTH LAPIS hPJLUON SYSTEV!.?1ZLOIJER DESIGN FRESSLAE. OF MULL!ONSORFEINESTRATON ? 7 L'ON/iL PRODUCTS.WNLL.APPLY TOTM- OVERALL ASSTiMDLY. FINAL OESION PRESSURE.REO41RES THATTHCDOTH THE MULLIONAND THEE. FENESTRkT!ON PROOUCTEE IH:)TALLEQ Ni r'h LLA LS'S•114'A,9! LEFt, P.E. ACCORDJYCEV,".TH THE INSTALLATION SPECIFICATIONS INTO;F.SPECIASSURSTAATF.S ANO PE?IESTW.TION PRWUCTSTO DEBAUCH. Z7 FLPEJLSF,703 I VCH iJ LOADING OF VERMAL PALMION m or WINDOWS NOT 4.11CHMED LOAO.NG OF VERTICAL MILION I klgW INJF.R.SELTMG qORZON7 AL MU.1014 LOADINOOF'-TMiALMM-'CN LOADUNiG OF MORIZONTM. uUJQN ?a OF V&100r15 NOT M a i ORM WITH IWERSE"T.11,10 VERTim MWON LOAOLNG W VE911CAL I;V.LON - N,,Cm. omit IS.W-)TCAUNWO OR ANCHORED wN LCAOING OF ItORIZONYAI. Mil" MN LOADIN11 OF HORIZONTAL MttiON LOADING OF VERTICAL MULLION Pw avr Al z w LOAMS OF 'JER"C'A' MLILL"CH PRODUCT FUEVISIED .1N t.. F-Ift Building Code 17-0630.01 R 0526Z021 LOAOtNGOFIQ IZONM 'XiLL.. LLCLTFS" I)ORKWINGSARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS -NOT NOYM MY BE EXTRAPOLATED MOM tu 5�/ THOSE SHOWN. llJ 21IFTHELOADING TYPE C��NOT Of.: DrTEIRMIUMUSE y II ''yAG 3) SEE PRODUCTS' s ;,PWVAL FOR LOCATIONS. 30 ;TAT (0 ILCEA. p.a. FL P.E.e5e705 RECEIVED ILMIAM1-DADE MIA1v1I-DADS COUNTY ST. Lucie Count , pC' ffljttltl PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv PGT Industries, Inc. 1070 Technology Drive FILE North Venice, FL 34275 SCOPE: CODv 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 "PW-5540" PVC Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5540.0 titled "Vinyl Fixed Casement Window NOA (LM)", sheets 1 through 13 of 13, dated 09/09/14, 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 Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, 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 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# 16-0714.19 and consists of this page i and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0614.06 MIAM(DARE COUNTY '� Expiration Date: September 24, 2020 Approval Date: October 12, 2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0415.01) 2. Drawing No. MD-5540.0 titled "Vinyl Fixed Casement Window NOA (LM)", sheets 1 through 13 of 13, dated 09/09/14, with revision B dated 06/06/17, 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@ NXTTM spacer system and XL Edg6rm 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 NOA No. 16-0714.19) 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 5520/5420 PVC fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 09/03/14, signed and sealed by Idahnis Ortega, P.E. (Submitted under NOA No. 15-0415.01) 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 a series 5540/5440 PVC casement picture windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8128, dated 02/10/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0415.01) i Jorge M. Plasencia, P.E. oduct Control Unit Supervisor NOA No. 17-0614.06 Expiration Date: September 24, 2020 Approval Date: October 12, 2017 E - 1 t PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTEWED) 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 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 5540/5440 vinyl fixed windows w/tube mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8174, dated 03/31/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15--0415. 01) 5. Additional, Reference test report FTL-8183 per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0415. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-61 Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 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 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 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. Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 17-0614.06 Expiration Date: September 24, 2020 Approval Date: October 12, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5th Edition (2014) and FBC-6th Edition (2017) dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, 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. 4. Proposal issued by the Product Control Section, dated 09/29/14 and revised on 10/15/14, signed by Jaime D. Gascon, P.E. (Submitted under NOA No. 15-0415. 01) G. OTHERS 1. Notice of Acceptance No. 16-0714.19, issued to PGT Industries, Inc. for their Series "PW-5540" Vinyl Fixed Windows — LMI, approved on 09/01/16 and expiring on 09/24/20. Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0614.06 Expiration Date: September 24, 2020 Approval Date: October 12, 2017 ];-3 GENERAL NOTES: SERIES 5540 IMPACT RESISTANT VINYL FIXED CASEMENT WINDOW_ 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE H )S 2U SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. B. SEE FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD SHEET 3 �- LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI.OAOE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. _ 4) ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO q SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-Ire THICK OR GREATER. IX AND 2X I BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER A LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING MAX JAMS O.0 STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. _ 4.133 6) MAX. 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS 1 NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST B o LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-7897, 8128, 8174; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NOS &ALUMINUM DESIGN MANUAL 11) PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA. INC. °RAL NOTES........................ 1 XNONS.._.__..................... I 1E, GLASS & ANCHOR OPTIONS...._............__....... 2 ALLATION, FLANGE & EQUAL LEG.................... -_..3 %LLATION, INTEGRAL FIN & J-CHANNEL......._...._.._..... 4 4E ASSEMBLY TUBE............5b 1NG DETAILS ........ ............ 7 VISIBLE LIGHT FORMULAS MAX. SUCK WIDTH SEE TABLES 4-13 - (SHORT OR LONG SIDE) MAX. O.C. SEE TABLES 413 S, MAX D, BEE SHEET 4 VISIBLE LIGHT WIDTH MAX. BUCK HEIGHT, SEE ----------- '—' TABLES 4-13 -� (GONG OR g SHORTSIDE) VISIBLE / LIGHT HEIGHT J 6' MAX. ---I TYP. EQUAL-LEGIBOX & FLANGE FRAME (90' CORNERS) 6' MAX. —►� MAX O� SEE TABLES �413 /LIGH / LIGHT HEIGHT VISIBLE LIGHT WIDTH 6' MAK VISIBLE WIDTH: BUCK WIDTH -6a/4' —' HEIGHT:BUCKHEIGHT-6.9/4" MAX.O.C. SEE TABLES 413 CODES / STANDARDS USED: MAK BUCK WIDTH SEE TABLES 4-'13 •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITIONL (SHORT OR LONG SIDE) •2014 FLORIDA BUILDING CODE (FBC), STM EDITION TYP, EQUAL-LEG/BOX & -ASTM E1300-09 FLANGE FRAME (CURVED •ANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION OR ANGLED CORNERS) -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 A. SEE C SHEET 3 MAX O.C. SEE TABLES 4-9 W MAX. M� B O.C. SEE TABLES 4-9 HT MAX BUCK HEIGHT, SEE TABLES 49 (LONG OR SHORT SIDE) I 6" MAX MAX MAX IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE VARIES PER OPTIONS, SEE IMPACT RESISTANT TABLES 4-13, SHEETS 8-12 MAX. BUCK WIDTH SEE TABLES 49 (SHORT OR LONG SIDE) r 125 MAX MAX. O.C. SEE TABLES 49 fL VISIBLE LIGHT WIDTH VISIBLE / LIGHT HEIGHT 125' MAX. TYP. INTEGRAL FIN & J-CHANNEL FRAME (90° CORNERS) (ANCHORED THROUGH NAIL FIN) MAX. O.C. SEE TABLES 4-9 / VISIBLE / LIGHT HEIGHT VISIBLE LIGHT WIDTH ­4 �-- MAX. O.C. SEE TABLES 49 _ MAX BUCK WIDTH SEE TABLES 49 _ (SHORT OR LONG SIDE) TYP. INTEGRAL FIN & J-CHANNEL FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) C. SEE SHEET4 MAX.BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) m r 125' MAX jL MAX O.C. r SEE i TABLES 49 I MAX.BUCK' HEIGHT. SEE TABLES 49 (LONG OR SHORT SIDE) T_ 1.25' MAX PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.06 Expiration Date 09/24/2020 By ! Miam ade Product Contro JR - 06/06/17 - UPDATED o ANCHORAGE TO FBC 2017. ``11111111111/17j, LYN/yM * : No. 58705 = = � � •'•FLORID?'. •'' \_�� LIN•`• A. LYNN MILLER RE P.E.a 58705 Glass Type Description Table # Sheet # 7 7/8" Laminated I.G.: 116' A Exterior Cap + 7/16" Alr Space + 5/16" Laminated; (2) Lftas of 1/8" A Glass w th .090° PVB Intedayer 4 8 8 718" Laminated I.G.: 1/8" T Exterior Cap + 7116' Air Space + 5/16' Laminated; (2) Liles of 1/8' A Glass with .090' PVB Intedayer' 5 8 9 7/8" Laminated I.G.: 3116" A Exterior Cap + 3/8" Air Space + 5116' Laminated; (2) Utes of 1/8" A Glass With .09T PVB Intedayer 6 9 10 7/8" Laminated I.G.: 3116' T Exterior Cap + 3/6' Air Space + 5116' Laminated; (2) Utes of 1/8" A Glass with .090" PVB Intedayer 6 9 11 1" Laminated I.G.: 1/8" T Exterior Cap + 7116" Air Space+ 7/16° Laminated; (2) Utes of 3f16° A Glass with .090" PVB Intedayer 7 9 12 1" Laminated I.G.: 3116' A Exterior Cap + 318" Air Space + 7/16" Laminated; (2) LASS of 3/16" A Glass with .09T PVB Intedayer 8 10 13 1" Laminated I.G.: 3116" T Exterior Cap + 3/8" AV Space + 7/16" Laminated; (2) Utes of 3116' A Glass wdh .090" PVB Intedayer 9 10 14 1" Laminated I.G.: 3116" A Exterior Cap + 316' Alr Space + 7116" Laminated; (2) Utes of 3116' A Glass w(th .090' SG Intedayer 10 11 15 1" Laminated I.G.: 3t16' T Exterior Cap + 3/8" Air Space + 7/16' Laminated; (2) Lites of 3/16' A Glass with .090' SG Intedayer 11 16 1° Laminated I.G.: 1/8° T Exterior Cap + 7/16" Air Space + 7116" Laminated; (2) Lltes of 3116' H Glass with .090" SG Intedayer N13 12 17 1" Laminated I.G.: 3116" T Exterior Cap + 3/8" Air Space + 7116" Laminated; (2) Liles of3/16" H Glass with .090' SG Intedayer 12 Group Anchor Substrate Min. Edge Distance Min. Embedment' q #10 SMS eISM S.S. Ftal. l.10 S.S.) P,T. Southem Pine (SG=0.55) 716 1318" Steel, A36' 318' 0.050" Steel Stud, A653 Or. 33' 318" 0.0451" (18 Ga.) Aluminum, 5063-T5' 3/8° 0.050" 3/16" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16' 1.318" Concrete (min. 2.85 ksL) 1' 1318" Ungrouted CMU, (ASTM C-90) 2.1/2" 1-1w g SMS #12 lS. (steel, SM or , 18-8S S, P.T. Southern Pine (SG=0.55) 9116' 13/8" Steel, A36' 318" 0.050" Steel Stud, A653 Gr. 37 318" 0.0451" (18 Ga.) Aluminum, 6063-1-5' 3l8° 0.063" 1/4' steel Ultracon P.T. Southern Pine (SG=0.55) 1' 1-3/8" 1/4" steel Creteflex P.T. Southern Pine (SG=0.55) 1" 13/8" 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1-3/8' C 1/41 steel Ultracon Concrete (min. 2.65 ksl) 1" 13/4" Ungrouted CMU, (ASTM G90) 2-1/2" 1-114" 1/4° steel Creteflex Concrete (min. 3.35 ksi) 1" 1-314' 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-11T 13/4" D 1/4"steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 13/4" UngroUtz CMU, (ASTM C-90) 2-10 1-V4" 1/4" steel Aggre•Gator Concrete min. 3.2T5 ksl)1-1/z, 13/8 Grouted CMU, (ASTM C-90) 2" Z. Group Anchor Substrate Mtn, Edge Distance Min, Embedment E 21/2" x .131' Common Nail P.T. Southern Pine (SG=.55) ' 3/8' 2-7/16` 2-1/2" Ring -shank Roofing Nall P.T. Southem Pine (SG=.55) 318' 2-7116" F #10 Trusshead SM. (steel, 18-B B.S. a 410 S.S.) P.T. Southern Pine (SG=.55) 11T 13/8" Aluminum, 6063-T5' 318" 0.050' Steel Stud, Gr. 33' 318" 0.0451" (18 Ga.) Steel, A36• 318' 0.050" (steel, 18.8 S.S. or 410 S.S.) P.T. SoutF>errl Pine (SG=.55) 9116' 1-Na"#12SMS Alumin1m,6063-T5' 318' D.063' Steel Stud, Gr.33' 318° 0,050' Steel, A36' 3/8' 0.050" 'A' = ANNEALED 'H" = HEAT STRENGTHENED 'P'=TEMPERED °PVB' _ .090' TROSIFOL® PVB BY KURARAY AMERICA, INC. 'SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. ' MIN. OF 3 THREADS GLASS TYPES 14 THROUGH BEYOND THE METAL ' 17 MAY NOT BE USED WITH SUBSTRATE. J-CHANNEL OR INTEGRAL 0 FIN FRAMES. 'UNGROUTED CMU' VALUES MAYBE USED FOR GROUTED GLASS TYPES 7, 9,12, & 14 CMU APPLICATIONS. MAY NOT BE USED IN THE HVHZ ABOVE 301. WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: �C= Q FLANGE o 2 �O 0 BOX OR EQUAL LEG 4 J-CHANNEL 0 [Leo 1 INTEGRAL FIN 3 NOTE: SEE DETAILS AND DIMENSIONS ON SHEET 13 ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED, COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN A BLOCK (SEE EXAMPLES BELOW), AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13, SHEETS 8-12. LONG LONG LONG �- SIDE -i F--- SIDE ----�j F+ SIDE ►{ �{ SSIDET 2 iN I Y I p- P SN /' N11 I i 1 0 LONG LONG LONG LONG LONG p i"- SIDE --I F`- SIDE '1 f"- SIDE -'-i I- SIDE --1 1-- SIDE --I Yr oo� oo_I �'' oo ooU5I oo "NI � "NIji1L J • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. Metedel Mln. Fr Min. F. Steel Screw 92 ksl 120 kal 18.8 Screw 60 ksi 95 ksl 410 Screw 90 Its[ 110 ksl Elco Aggm Gatot0l 57 ksl 98 ksi Elco W.Con® 155 ksi 1T7 kei 410 SS Elco CreloFlex® 127.4 ksi 169.7 ksi 6063-T5 Aluminum 16 ksl 22 ksi A36 Ste 36 Its] 58 ksl Gr. 33 Steel Stud 33 ksi 45 ksi 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 ® .OPYRIGHrO 2017 Par INDUSTRIES, INC. CERT. OF AUTH.#29296 ALL RIGHTS RESERVED VINYL FIXED CASEMENT WINDOW NOA (LM) X 9/9/14 1 -I GLASS/ANCHORS/FRAME OPTIONS 1=m'1 J ROSOWSKI PW-5540I-'I NTS Irl 2OF13 13z1 MD-5540.0 PRODUCT REVISED es comp Ingg with the Florida Building de NOA-No. 17-0614.06 Expiration Date09124/2020 i No.58705 10 S ZONAL 1E�.�. A. LYNN MILLER P.E. ' P.E# 58705 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION . OPTION 1 EMBEDMENT ANCAOREDTHROUG14 EDGE DISTANCE 1 FRAME INTO 2X WOOD 1_ FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE FLANGE EMBEDMENT DISTANCE FRAME -T- SHOWN � T TYR ANCHOR TYPE, 1/4' MAX SHIM EMBEDMENT AND EDGE DISTANCE PER 2 TYRANCHORTYPE, _ SUBSTRATE, EMBEDMENTAND SEE TABLE 2, SHEET 2. EDGE DISTANCE PER I SUBSTRATE,SEE 6 U TABLE 2, SHEET 2. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU, 1/4' MAX. SHIM 2 _4 �O I" THICK I.G. 718'THICK I.G. O FLANGE EXTERIOR VISIBLE LIGHT WIDTH FRAME J� SHOWN V NOTES: I BUCK WIDTH 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT 7/8" THICK I.G. AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTIC VISIBLE PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1/4• MAX, BUCK 1-12"THICK ARE TO BE CONSIDERED 1X SHIM HEIGHT LIGHT HEIGHT INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR 1'THICK I.G. GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. FLANGE TYP. ANCHOR TYPE, EXTERIOR EMBEDMENTAND 4 EDGE DISTANCE PER SUBSTRATE, SEE EQUAL- a TABLE 2, SHEET 2. FRAME LRAME F�114' IvV4X SHIM SHOWN EMBEDMENT INSTALLATION VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6-3/4' OPTION 2 EI H BUCK HEIGH6-WO ANCHORED THROUGH EDGE DISTANCE FRAME DIRECTLY CMU. O FJCMU. CONCRETVERTICAL SECTION B-B FRAME SHOWN HORIZONTAL SECTION A -A INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 114' MAX 4 SHIM a :. EDGE OQ a DISTANCE EQUAL- LEGBOX FRAME SHOWN • < TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE . TABLE 2, SHEET2. PRODUCT REVISED as complying with the Florida FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. Building Code UZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 3, SHEET 2. NOA-No. 17-0614.06 Expiration Date 09/24/2020 #10 OR #12 STEEL - SMS (G5), SEE - TABLE 2, SHEET 2. O-- --i�-J EXTERIOR INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL 1/4' MAX. SHIM EQUAL LEG/BOX FRAME SHOWN INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1 C100 j�:V. COPYRIGHT 02017 PGT INDUSTRIES, INC. CERT. OF AUTH. #29296 ALL RIGHTS RESERVED VINYL FIXED CASEMENT WINDOW NOA (LM) 0 9/9114 FLANGE & EQUAL-LEG/BOX FRAMES ot- J ROSOWSKI 0 PW 5540 ,$ NTS 3OF 13 oz° MD-5540.0 B "" W LYNNEN �i N/a. 58705 10 % SIT, TE F ' (VZ- `//A 11111111 \\\ A. LYNN MILLER, P.E. P.E.# 5870S INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME j( SHOWN I BUCK VISIBLE HEIGHT LIGHT HEIGHT EXTERIOR a INTEGRAL FIN FRAME SHOWN r EMBEDMENT 7/8• THICK I.G. 1' THICK I.G. INSTALLATION OPTION 5 —� ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR SUCKSTRIP. SEE NOTE 2, EMBEDMENT THIS SHEET. VERTICAL SECTION D-D D EDGE DISTANCE MAX. SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET (NAIL SHOWN) NOTES: INSTALLATION J 1/4' MAX. SHIM OPTION 6 ANCHORED THROUGH EMBEDMENT FRAMEINT02XWOOD O FRAME OR BUCKSTRIP. SEE TE 2, THIS SHEET. EDGE LL2_� DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2 SHEET 2. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-1Q' THICK OR GREATER. 1XAND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 1' THICK I.G. INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN 1/4' MAX SHIM INTO 2X WOOD FRAME OR BUCKSTRIP. � I- --EDGE DISTANCE SEE NOTE 2, THIS SHEET. I I A= " '_7/8'THICK I.G. 0 J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH FRAME SHOWN BUCK WIDTH HORIZONTAL SECTION C-C DADE APPROVED MULLION, FBC COMPLIANT ALUMINUANSTEEL FRAMING OR STEEL STUD. 1/4' MAX. SHIM #10 OR 912 STEEL SMS(G5), SEE TABLES 2 & 3, L,,� 114' MAX I SHIM I SHEET 2. �C 0 , Da DD FIN ANOIOR •- FLANGE MAYBE REMOVED IN -FIELD INTEGRAL FIN �� EXTERIOR FRAME SHOWN INSTALLATION OPTION 7 INSTALLATION OPTION 8 THE FRAME, INSTALLATION THROUGH THE INTEGRAL FIN. INSTALLATION THROUGH INTO METAL. SEE TABLE 3, SHEET2. INTO METAL, SEE TABLE 2, SHEET 2 1/4' MAK SHIM EDGE DISTANCE VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH -6.3l4' D HEIGHT: BUCK HEIGHT - 6�14' TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2 (SCREW SHOWN) 'A I EMBED1MENT _L INTEGRAL TYP. ANCHOR TYPE. FIN EMBEDMENT AND EDGE FRAME DISTANCE PER SUBSTRATE. SHOWN SEE TABLE 3, SHEET 2. (NAIL SHOWN) 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 ® COPYRIGHT 02017 PGT WDUSTRIES. INC. CERT. OF AUTH.#29296 ALL RIGHTS RESERVED VINYL FIXED CASEMENT WINDOW NOA (LM) 0 9/9/14 J-CHANNEL & INTEGRAL FIN FRAMESI'64-1 J ROSOWSKI PW-5540 I5I NTS JA 4 OF 13 l02l MD-5540.0 PRODUCT REVISED as eomplying with the Florlda B.Bding Code NOA-No, 17-0614.06 Expiration Date09124/2020 YILYN'/j''. ,SON....... N.tp * ; No. 588796 -ai� � l f"i"'�C Off•.. ST i �s ••. ORION •'G\�� A LYNN MILLER, P.E. P.E.# 68705 ILLUSTRATION OF FIXED CASEMENT - TO -FIXED CASEMENT (00) (EQUAL LEGIBOX FRAME WITH IDENTICAL PRODUCTS COMBINED) A) INDIVIDUAL COMPONENTS: 8540 SERIES FIXED CASEMENT FRAME ASSEMBLY TUBEIMULL 5540 SERIES FIXED CASEMENT MAXIMUM DI PRESSURE' USING THE F �SEMBLY TUI SEE NOT B) COMBINED COMPONENTS: 8- MAX., SEE NOTE 3, THIS SHEET 4' MAX I ADDITIONAL MULLION ANCHOR 4° MAX y) SEE NOTE 3, THIS SHEET I WINDOW ANCHOR E E 613' MAX Imo— 127.1W MAX. --�1 C) HORIZONTAL SECTION E-E: SHALLOW. FLUSH CAP 5540 SERIES 5540 SERIES FOXED FIXED CASEMENT c CASEMENT WINDOW WINDOW ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT (MO) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) A. 63- MAX. FOR FIXED CASEMENT A) INDIVIDUAL A- 40° MAX. FOR CASEMENT B) COMBINED COMPONENTS: A= 60° MAX FOR AWNING COMPONENTS: 5540 SERIES AWNING WINDOW' r'—' A / \ FRAME AS TUBEIMULL 5540 SERIES \ 127-1I4' MAX \ CASEMENT WINDOW 84° MAX \ Gam_— / FRAME / ASSEMBLY TUBEIMULL� VERTICAL VERTICAL SECTION F-F WINDOW 1—�4'MAXANCHOR MIN.910X3/4'SMS@ 17' MAX O.C. THROUGH MAX INSTALLATION HOLES, - SEE W W DOWS I APPROVAL FOR ANCHOR INFO. 127-114' MAX AI ADDITIONAL MULLION ANCHOR SEE NOTE 3, THISSHEET �I EXTERIOR 5540 SERIES FIXED CASEMENT � VERTICAL G-G WINDOW B. MAX, SEE NOTE 3, THIS SHEET 'UNDER SEPARATE APPROVAL FRAME ASSEMBLY TUBEIMULL FRAME ASSEMBLY TUBEIMULL NOTES, AL50 SEE NEXT SHEET: 1) DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, TYPE, SHAPE, QUANTITYAND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET 2) ANY 5540-SERIES CASEMENT (UNDER SEPARATE APPROVAL), AWNING (UNDER SEPARATE APPROVAL) OR FIXED CASEMENT WINDOW MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBEIMULL, IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. FOR ALLWINDOWS IN THE ASSEMBLY, USE EACH WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBEIMULL APPLIES TO THE ENTIRE ASSEMBLY . 3) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON THIS SHEET, ON EACH SIDE OF THE FRAME ASSEMBLY TUBEIMULL WHEN USING FLANGE OR EQUAL-LEGIBOX FRAMES. FCR FIN OR J-CHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET G. MIN. #10 X3/4`SMS@1T MAX O.C. THROUGH INSTALLATION HOLES, SEE WINDOWS APPROVAL FOR ANCHOR INFO. 5640 SERIES FOXED CASEMENT WINDOW (HEAD) 5540 SERIES AWNING WINDOW (SILL) SHALLOW, FLUSH CAP 5540 SERIES (HEAD) SHALLOW, FLUSH CAP 4) FOR FLANGE OR EQUAL-LEG/BOX FRAMES, THE FRAME ASSEMBLYTUBE TO BE FASTENED 1 D70 TECHNOLOGY DRIVE TO WINDOW, AS SHOWN IN DETAILS, WITH MIN. 010 X 314- SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT N. VENI CE, FL 34275 . . FRAME ASSEMBLY NBEIMULLMIN. # 10 X 374' SMS @ 1T ANCHORS AS NEEDED.THE PRODUCTS APPROVAL, UP TO 17' MAX O.C., ADO ADDITIONAL A T. (941)-480-1600 MAX O.C. THROUGH FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE ALL EXTERIOR DEEP, FLUSH CAP INSTALLATION HOLES, SEE EXTERIOR WINDOWSAPPROVALFOR JOINTS TO BE SEALED BY INSTALLER. COPYRIGHT C 2017 PGT INDUSTRIES. INC. SEE SHEET 6 FOR FRAME r) ANCHOR INFO. 5) THE FRAME ASSEMBLY TUBEIMULL MAY NOT EXCEED 63° IN LENGTH OR BE USED IN TEE OR CERT. OF AUTH. #29298 ALL RIGHTS RESERVED e E VINYL FIXED CASEMENT WINDOW NOA (LM) 0 919/14 ASSEMBLY TUSWMULUON V CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY NOT EXCEED A TOTAL OF 127.1/4° DETAILS IN WIDTH OR HEIGHT, FROM WINDOW SUCKTO WINDOW BUCK, INCLUDING THE FRAME o FRAME ASSEMBLY TUBE DETAILS A ol., J ROSOWSKI AssEMBLYTUBEmnuLL WIDTH. PW-5540 N NTS t 5OF13 1.0 MD-5540.0 e B SERIES CASEMENT PRODUCT REVISED as complying with the Florida Buliding Code NOA-No. 17-0614.06 Expiration Date 0912412020 BY ``1111U u117II'' `�����•"• VICENSF ��(� i NO. 58705 .•� GATE F 11711 701VA ' I0\0,\` A LYNN MILLER, P.E. P.E.# 68705 EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLYTUBFJMUL- FOR ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES TEES. CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED. TUBE MULLION UNDER SEPARATE APPROVAL 1-1/4' END CAP TO SPAN BOTH INSTALL 11 ADDITIONAL GROUP E 127-1/4" MAX. WINDOW ANCHOR WINDOWS, SEAL WITH ANCHORS THROUGH THE END CAP OR --� 127-1/4' MAX SEE NOTE 2, SHEET 5 SILICONE. 7 ADDITIONAL GROUP F ANCHORS• I-�- 63' MAX• ® (Doe ®l ® ----------- I �f' I 1-1/4' 1y f� MAX' -------- 127-lW FU(ED FVOD FDOM FDCED 1 1 I'VED MAX -� 127-1/4- MAX. �-�- 2 OR MORE WINDOWS WITH VERTICAL L FD�D 127.1/4' FRAME ASSEMBLY TUBEIMULL MAX (4 WINDOWS MAX.) � � � 255.3W I MAX EXTERIOR �— 127-1/a MAX 1-1/4' 127-1/4° MAX a J/A L�D MIUL. 20R MORE WINDOWS (ALWINDOWS EMAX.) WITH HORIZOEi AL FRAME G13EMFM ANN.• A ASSEMBLY TUBE/MULL I-- 127-114' MAX I-+ 255-3/4' MAX. 2 OR MORE WINDOWS WITH VERTICAL FRAME PRODUCT REVISED ASSEMBLY TUBE/MUU- VARIOUS WINDOW as complying with the Florida SIDE NEW Building Code TYPES AND SIZES (4 WINDOWS MAX.) NOA-No. 17-0614.06 A= 63' MAX FOR FIXED CASEMENT Expiration Date 09/2412020 r A= 40° MAX FOR CASEMENT FRAME ASSEMBLY TUBEIMULL NOTES FOR FRAME ASSEMBLY TUBE END CAP: I A- 60• MAX. FOR AWNING By FRONT VIEW NNa 1- -Pro uct control 1) APPLIES TO FIN OR JLHANNEL FRAMES. FRAME ASSEMBLY TUBE NOTE: � A REFER TO SHEET 5 FOR THROUGH -FRAME �11114 'UNDER 2) REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE ENO OF THE FRAME ASSEMBLY TUBE. FIXED SEPARATE ANCHORAGE AND THIS SHEET CASE APPROVAL 3) ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE, SE SHEETS. FOR NAIL FIN ANCHORAGE DETAILS TYP. AT ALL FRAME ASSEMBLY TUBE ENDS \ 255-3/4' 4) END CAP MAY REQUIRE INBOTH HORIZONTAL AND VERTICAL' FIELD TRIMMING. STANDARD LENGTH 1514'. 127-1/4• � MAX. MAX / 127-1/4' / cASE• MAX NO CHANGES THIS SHEET. 1250" J C 2 OR MORE WINDOWS (4 WINDOWS MAX) WITH 1,g74- -�-�� '�1' -� �- REMOVE FOR HORIZONTAL FRAME ASSEMBLY TUBE/MULL. 1.074' �� J_ T FIN APPLICATIONS VARIOUS WINDOW TYPES AND SIZES. 1\ 11 t I 1 111II / 627 j ` Y LYN .100" 3250" .375 t.aao• 1070 TECHNOLOGY DRIVE `` '. ... • .060" : '�•'LIGENSg •'•C( oso SHALLOW FLUSH DEEP FLUSH L N. VENICE, FL 34275 91 CAP, PVC OO GAP. P VD J (941)-480-1600 _ No. 58705 EITHER CAP MAY BE USED 70 THE INTERIOROR EXTERIOR. FRAME ASSEMBLY TUBE ® COPYRIGHTC201T FGTINDUSTRIES.INC O END CAP. PVC CERT. OF AUTH. N29296 ALL RIGHTS RESERVED A OF 90 TUBE 1E, ALUM6�o sT5 F VINYL FIXED CASEMENT WINDOW NOA (LM) a����s •. �CORIpP,: o FRAME ASSEMBLY TUBE DETAILS B 1& JROSOWSKI '�S;0 ALIEN�`� v PW-5540 NTS tI 6OF13 0€ MD-5540.0 III B A LY.NF MIIILLLER P.E. 5/1 G' A/A PVB 7/16" AIR SPACE 1/8" A_ GLASS --- aEXTERIOR 80 83 7/16" A/A PVB — 7/16" AIR SPACE- 1/8" T GLASS- G] EXTERIOR 7M' NOM. GLASS TYPE 7 I— 1" NOM. - 1 GLASS TYPE 11 �+- 1" NOM. -+{ 7/16" A/A SG I 3/8" AIR SPACE 3116" T GLASS aEXTERIOR 116 BO-83 GLASS TYPE 15 GLAZING NOTES: 'A" - ANNEALED "H"= HEAT STRENGTHENED "r - TEMPERED "PVB- _ .090' TROSIFOLO PVB BY KURARAY AMERICA. INC. "SG" _ .090" SENTRYGLAS(ID INTERLAYER BY KURARAY AMERICA INC. 1) FOR LAMINATED GLAZING COMPONENTS, SEETABLE 1, SHEET 2. 718^NOM. I 5/16" AIA PVB — 7/16" AIR SPACE — 1/8" T GLASS — a EXTERIOR GLASS TYPE 8 1" NOM. -►i 7/16" A/A PVB 3/8" AIR SPACE 3/16" A GLASS aEXTERIOR 80-83 GLASS TYPE 12 1" NOM. - 1 7/16' H/H SG 7/16" AIRSPACE 1/8' T GLASS aEXTERIOR 8083 EXTERIOR GLASS TYPE 16 GLASS TYPE 17 a GLASS TYPES 14 THROUGH GLASS TYPES 7, 9,12, 8 14 F 17 MAY NOT BE USED WITH MAY NOT BE USED IN THE • J-CHANNEL R INTEGRAL FIN ES D HVH2 ABOVE 30'. -1 7/8" NOM. �-+- 5116" A/A PVB I I 318" AIR SPACE 3/16" A GLASS aEXTERIOR 80-83 1' NOM. -�•� 7116" A/A PVB 3/8" AIR SPACE 3/16" T GLASS a EXTERIOR 80.83 —{ 718-NOM. 5/16" A/A PVB 3/8" AIR SPACE 3116" T_ GLASS EXTERIOR 80.83 GLASS TYPE 10 1"NOM. '-1 7/16" A/A SG 318" AIR SPACE 3/16" A GLASS aEXTERIOR 80-83 GLASS TYPE 13 .. 1•NOM. -1 6" 711H/H SG I I 3/8" AIR SPACE 3/16" T GLASS C] EXTERIOR 80-83 GLASS TYPE 14 TYP. GLAZING DETAIL PRODUCT REVISED as eempl Ing with the Florida Building Code NOA-No. 17-0614.06 Expiration Date 09/24/2020 By NO CHANGES THIS SHEET. LU 1' ml z r O °� o o 0�� a o z o c� U _U 3 ®� z E� 0 qua s. c v 0 cl) z` LL I- o z n w LU I==vs ® w � Q J H F Q z w o r CD O K J z u] �IL > C7 D- °AU '=sa0 s"ua5 ``7111111111 ���'/ i LYNN�'%,, �'��, L10Ek@F •• ��� � � No.58705� A. LYNN MILLER, RE P.E.# 58705 ~ Shod Side (In) o m4v� N 0 0 A A N +1- A N S m I I 0 0 0 ',aa`.a`.a`l�a,a',ae�a',� O O O 0 0 O O O O O m 0 0 0 5 0 0 0 o Fi o w o S 0 o S� o ii o o s o °i � � 0• O D O bl o 0 o b. o A Si dl A a r m to n 7 N � U N 0 0 0 0 0 0 0 0o o A D N D + 0 0 3 0 0 0 0 0 m G� b C � O O� O O b 3 0 m S O t t G m m a 3 z O D p D Z i + + + z n n m A N o S y c U V 9 S O Odl p 0 v = A � O �� pw zn 3 D ZZ t0 A W a N� N S S =Z A 9 Shod Side On) o p w A m m .>p A A N O W W m m W W A N W 0 00 N N m A N N IJ O m> N q i In bl G N hl LI fT � � l fT OI O� N fT G O p 0 0 0 0 0 0 0 0 0 0 0 0 0 w 0 0 `� o 0 a o 0 0 0 0 0 0� or m o� o 0 0 0 0 0 0 0 0 0 0 �' o � D 0 0 0 0 o 0 0 O •�O H VZ N �w _ D U m a � � W V R � o In A m 2 mr � �� O O O O O O O O O O N D z fiT{ i a � 0 0 0 0 o w 9 S O 0 0 0 0 0 0 0 0 0 6'1 P� � o O A N I 0 0 N UI 0 0 N 0 LI 0 ^I V M- m In aED Ll m w JI m� �Tj � mA I =O-i IN I OM0mZ�O n3D>jxDA N zV-- �J �<z �mmA <NNy wN <AO O D-Z r D � r z 2 mm en O00i-ncmi m� m =rrI m S,y�>� �O i I} el-, rATA O? O ..L� K -=I Z Ap * =12�0 ZZ Z moy G7,0 NZ � NS yO m Am mTf�� mA II cm �m I Imo- o� �F'� NO z� z z az ro mW m0 %dt 11l T� �' `���•yy' .•'•���'� N.1070 VENICE, FL 3425DRIVE ReKsion: zz o o D ` (941)-480-1600 n 'D� O •^�-i Z f :? ® COPYRIGHT®2e17 PGTINDUSTRIES,INC. CERT. OF AUTH. p29296 ALL RGHTS RESERVED m l �e m g �A q T �; ?, VINYL FIXED CASEMENT WINDOW NOA (LM) g 919/14 A m f" ,�1 ,�'i ' • �'��� " DESIGN PRESSURE TABLES A 'em J ROSOWSKI = N A c v PW-5540 N NTS 8OF13 oz MD-5540.0 & B _ m Shorl Side (in) v 3 � n m t+ i i t t t t t t+ t t t O o V V 0 0 4 V 0 0 -t1 V 0 0 J V 0 0 V Z 0 0 0 0 0 o m ci o v a oy o u yo 0 0 0 o a t t t t + + + + + + + + + + + + m -i °' o"o 00000000m m v D f 0 t O t y t t+++ y 0 0 0 0 t 0 t y y t y 0 0 N N to CD7 In t t t t t t t t t Z y In V 0 V V 0 0 V V 41 0 0 0 V 0 �I V 0 0 ^I a 0 D + t . t t t t .. . dl 0 0 0 0 0 0 0 0 0 m a, O t t t t t t t m v o 0 0 0 0 0 0 0 O o (' mD u n ^ x O A t t t Zt t t a V •'.1 €� t"tttt D � O o 0 0 0 0 a {� o c O yLLy '^ J J J V v 6 u^ SO 9 D z z 0 0 0 0 v v � D O O O O Short Side (in) O pn 9 p 0 t it W 9 W fs q� 2 75 Li Zi 8� ii o O� b O S O iS b /+_ /+J,^, + /+_, + + + /+_ + � + + i i� + o r� � W m rn g 2S8 8 o 0 7S o tS o m m O f + &�fS{S�IdSfiSbb"� + + + + t y ncmi 1D dl C`1 W 10 � A (Jr � D D f S [A O7 ti O + � � m a D G Fn A p m N V O �� +�+nn iJ O O O �� O O m A T O A Z ti t t t+ z O mx a 2 F.t W z m o a D v c i t t+ t t 0 S O Fi m D 12 i A D ` (t(� [+n :tm �p A y, z 2 Z p3 2 O00 N O y� iJ b O 92j �: 1070 TECHNOLOGY DRIVE 3 "o O pj'�! .••'"' • +, ' N. VENICE, FL 34275 p w= 3 C F .�.•' :y0 z :ti = ��� (941)-480-9600 ct b 'FYI, m z - z .�yii u, n .' - u z _ r "'^u 2 = CERT. OF AUTH, 829296 COPYRIGHT m 2017 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED C) N y m o m i m c VINYL FIXED CASEMENT WINDOW NO A (LM} 8 9/9/14 0 C, Sy M F"' ""�j��`^.��� o DESIGN PRESSURE TABLES B om` J ROSOWSKI m o o o O PW-5540 � NTS 9OF13 gzd MD-5540.0 ti B N o m Short Side Qn) O a m � n kn m O� m m m m m m rn a a pp a W +ld O� b z 0 Vz 0 0 J z 0 0 J 0 J J 0 0 z V 0 0 J V 0 0 V 0 V J V 0 0 0 V J 0 0 V V 0 o a b + + �• + z z V Jz 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vz 0 0 Jz 0 0 V J V V J V V J 0 J J 0 0 0 J J 0 0 0 0 0 0 I J J 0 0 0 V J 0 0 •J 0 0 W ^'� Oc { •oC Ci + + N� + V + + V J + + �I V`� + + + �I � + V + + N ` + � � Z+ Z V V J N "p D v (D m w t° t t t 3 t t t+ t t + m y O O O V V O VO J O �1t N V m a) C m .+. m �1 0 0 t v 0 o V �1 p o r V 0 0 �1 v 0 o :t+I V 0 0 V 0 0 J O 0 6 f to D O v C V O N V O O V L o 0 V �1 0 0 J J 0 0 J 0 0 0 0 0 C i O M'r + �Z+ �3t��tm Con �o '3 U• p m Z+ V Z+ J V V J V V O V m A � p 9- A > O O O O O O O O O O O p �g =s +1 + + ` z + ` + } m O y z n m N 0 0 0 0 0 0 0 0 0 0 0 m I,J Z+ + D C G1 0 0 V J 0 0 V �1 0 0 �1 0 0 V V 0 0 b Z N 0 v C n ^• - I�+ i 10 m m 0 0 0 0 0 0 0 0 m Itu C,2zt++` +J w m 0 oyMyo{o ao c� fy = Sb m 1-•i•��SFFF AO b •rfz.� 2 aH2In ZC yy SS 2 =AO.�; 2c: ziN�^ m--11 -m y0 gM Short Side on) o 3 � f y m m m m b A Ol m IJ O lT J 4) (ll m A N m A O m A A m A A A N O W W m m W W A N a n S 4 N t + + + +N + + ` } +tzl + + ` ` A� 0 0 0 0 0++`+J �I ` v 0 0 0 0 0 } + z. + W V m W V b 0 V 0 0 J V 0 0 V J 0 0 �1 V 0 0 �t J` 0 0 V 0 0 +1 J 0 0 � y �1 �1 V zt J 44 J �I V m p�j w to J J V 0 0 V 0 0 V 0 0 V •J 0 0 0 0 0 0 0 0 D O m tli 'o y w W � O D V V o V V 0 0 0 J V V m IJ �4 C2 N C m + + + + + + + + + + + + + + O m V p A N J lD N O O O O O O O O O m C Ul =-0 yz n V N m m8 m D 0 Gl' N PI 0 0 0 0 0 0 0 0 0 m y z a z t + + t m C^ OI N b o m l0 0 0 o 0 0 O } + z + t + O b 0 0 0 0 0 0 N C A En _ 3 + b D •l�e W PI to 0 0 0 0 0 0 '-1 G,u{i ... n Z to O �� V i O Al A IO V J V OS J O O O D O W b 0 M w I In I 2 0 i O 0mr o�v r -Z'1 O R m j-O (A p0, Z Revioion: 1070 TECHNOLOGY DRIVE 3M �" o w. 7j ,. •• •..; 9,]j ��i� N. VENICE, FL 34275 p 3 '''• ao p (941)-480-1600 0 T o• �a C �Oi ? ' oY0 ® COPYRIGHT G 2017 PGT INDUSTRIES. INC. y d m'o i vc 3 ^ r : 0 rt�'�• N Z : { CERT. OF AUTH. A29296 ALL RIGHTS RESERVED m o' A ay'2 ` m VfNYL FIXED CASEMENT WINDOW NOA (LM) ` 9/9/14 = tO c In rr rr ti• •�j���� S DESIGN PRESSURE TABLES C om J ROSOWSKI 2 c ? =� �" 3 PW-5540 - NTS N 10 OF 13 i MD-5540.0 B m' Window Design Pressure, (+I- pst) 3/16" A Cap -Airspace - 7/16" A/A with SG Window Dimensions this table for Glass 14 32 +801.110 1 +80/-110 +801.110 +801-110 1 +801-110 +80f-110 +80/-110 +BU1-11a I +tw/-11U +dW-nu I +nW-nu +ourrrTu 34 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +mm 10 +80/-110 +801-110 +80/.106.3 +80/407.6 36 +801-110 +80/-110 +8W-110 +801-110 +801--109.5 +801-108.6 +60/-106.8 +801--106.5 +801-105.6 +801-103.6 +801-102.9 38 +801-109.7 4801--108.9 +801-107.8 +801-106.8 +801-106.6 +801-104.6 +601-107-7 +801-102.4 +80/-101A N+801-104.7 +80/-99.4 +80/-98.7 40 +801-106.3 +801-105.5 +801-104.4 +80/-103.3 +801-101.9 +80f-101 +80/-99.1 +80/-98.7 +80/-97.7 +80/-95.7 +801.95 42 +801-103.3 +801-102.6 +801-101.3 +801-100.2 +80/-98.8 +801-97.9 +80/-95.8 +BW.95.5 +801-94.5 +80/-924 +801-90.7 44 +801-100.7 +e0/-99.8 +80/-98.6 +BW-97.6 +80/-96 +601-95 4801-SZS +8W-926 +8W-91.5 +80/-87.1 +801.84.7 46 +BW-98.4 +801-97.5 +80/-96.2 +801-95 +801-914 +801-925 +80/-90.3 +80/-89.9 +80/-88.1 +80/-85,5 +801-83.1 +801-81.6 48 +801-96.3 +80/-95.4 +30/-94.1 +80/-929 +801S1.2 +801.90.2 4801-85 +80/-87.6 +80(-84.6 +80/.82.6 +801.80.2 +/-78.6 v 50 +80/-94.6 +801.93.6 +80f-922 +801-90.9 +eW-89.2 +801-88.2 +801-65.4 +80/-84.5 +BO/-e2.4 +801-80.2 +1-77.6 % 52 +801.93 +801-92 +B0/-90.5 +801-89.2 +80F87.4 +801-86.4 +80/-83.3 +801-825 +801-BD.2 +/-78 a w 54 +80/.91.7 +801-90.6 +801-87.7 +80/-85.8 +801.84.7 +3W-81.3 +801-80.4 +/-7a1 66 +801-90.5 +801-89.4 �+WD/-jaj +80/-86.4 +80/-84.4'1101-83.2 +1-79.3 +1-78.5 57 4W-90 +80/-88.8 +80l-86.8 +8W-83.4 +BO/-82 +1-78.4 60 +80/-87.2 1 +801-96 +801-84 +80/-826 +80/-Bal 4/-78.6 62 +801-84.6 +801-83.8 +801-821 +801.80. 64 +80/-829 +801-82 +801-80.1 +/-78.4 66 +80/-81.1 +80f-80.1 +/-78.3 66 +/-79.3 +1-78A 69.649 +/-77.7 Window Dimensions MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH7HEFRAMEPERSHEETS3&4 THROUGHTHEINTEGRAL FIN PER SHEET4 APPLIES TO 8, C OR D ANCHORS (SEETABLE2) NOTAPPUCAB(E 13.2' Window Design Pressure, (+/-ps1) 3116" T Cap -Airspace -7/16" A/A with SG TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �- LONG SIDE SHORT SIDE _I SHORT I-- �-1 SIDE r �-- LONG SIDE -� SHORT LONG SIDE SIDE GLASS TYPES 14 THROUGH SHORT I- 17 MAY NOT BE USED WITH SIDE I� J-CHANNEL OR INTEGRAL • FIN FRAMES. ties is- lor Gassi 15 40 +80/-110 480/-110 +801-110 +8W-110 +801-110 +801-109.9 +ev-108.6 +801-10.6 +801-106.9 +801-106.1 +801-104.8 +801-104.1 +861403.3 42 +801-110 +W-109.8 +8W-108.8 +80/-107.9 +801-106.7 +801-106.3 +801-104.8 +801103.8 +801-1032 +80/A06.8 +M-97.7 +601.96.4 +801-94.8 44 +801.107.3 +801-106,7 +801-105.7 +801-104.7 +801-103.4 +801.103 +801.101.4 +801-98.6 +80/96.7 +81P.94.1 +801-91A +801-90.3 +801.89.2 48 +8W-102 +W-101,3 +80/-100.3 +BOI.99.2 +60/-97.3 +801-6:2 +8(Y-926 •+801-SDA +8111-89.2 +8W-87.3 +801.84.4 40I.82.7 +80-80.5 50 +8W-99.6 +BO/-99.1 +W-98 +801.96.9 +801-93.9 +801-93.1 +eU-89.9 +801.87.7 +801-862 +80/-8A3 4801.81.1 +1-79.3 +1-77 61 +801-98.B +8W-98 +8W-96.9 +80/-95.8 +801-92B +80/-92 +W-88.7 +W-86.4 +801435 +80/-828 +/-79.6 +/-77.7 44-75.3 54 +BUG.98.1 +801S5.3 +80f-94 +801.911 4801.89.4 +801-88.6 +SW-85.1 +801-82.7 +801-81A +/-78.9 476.3 +1-73,2 +1-70.6 56 +801S4 +80/-93.2 +6W-91.6 +8WS0.1 +801.87.2 +BUG-86.3 +801•828 48W80.2 +178.6 +/-78.3 +/ 72b +/-70.6 v 68 +801-91.4 +801S0.6 +W-89 +80/-87.5 +8W-85.1 +801.84.2 +801-B0.6 +/-78 +f 76.3 +/-73.8 +/-70.2 c61 +601-87.8 +B(/-87 +80/-85.3 +801.83.6 +801-01.2 +801-80.6 +1.77.3 +/•74.6 +/-728 +1-70A = 63 to +$W-85.5 +BW-84.6 +BW-828 +501.81.1 +178.8 +/-78 +1-74.8 +1-72.3 +1-70.6 64 +801.84.4 W +883.6 +8W-81.7 +/-80 +/ 77.6 +1-76.6 +/-73.5 +1-71.2 66 +8W-822 +801-81.2 +/-79.4 +/-77.6 +/75 +/74.2 +/-71 88 70 +/-BO +/-79.1 +1-77.2 +1-75.4 +1727 +/•71.9 +1.78 +1.77.1 475 +/-73.2 +/-70.5 _ _ 74 +1-71 MAX. O.C.SPACING IFANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 THROUGH THEINTEGRAL FIN PEASHEET4 APPLIES TO 8, C OR D ANCHORS (SEETABLE2) NOTAPPUCABLE 13.2' ALLOWABLE MAX. D.C. SPACING IF ANCHORGROUPS ANCHORING THROUGH PERSHEET2 THE FRAME PER SHEET3 B,CORD 13.2" NOTES: 1) SUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. PRODUCT REVISED as complying with the Florida Building Code Non -Ho. 17-0614.06 Expiration Date 09/24/2020 NO CHANGES THIS SHEET. c W z Y rn mr w •�-- rn 0 N Z� °I°O Li O 0 z 4 u°wp = LL2 l r o UOco e a O z Wco z �Ra w o>� O o o z CO LL H- w m Q O ® m W W W Na45 U Z W or , „S L X n. o O LL Z C7 d N cwi Z W > o a apt •osap wu°g �(pY LYtvly ............ LICENS•• �(� �L No.58705 TE F A LYNN MILLER P.E. P.E.0 58705 Window Design Pressure, (+I- psf) use ma taw lore. Type: 16 1/8" T Cap -Airspace - 7116" HH with SG Window Long Side (in) Dimenslons 60.926 64 66 68 70 74 77 80 84 87 92 97 99 32 +80/-110 +801-i10 +801-110 +80/-110 +801-110 +801-110 +80/-110 +BDI-110 +80/-110 +801-110 +80/-11D +80/-110 +801-110 34 +80/-110 +801-110 +801.110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 36 +801.110 +801-110 +80%110 +W41 D +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80m 10 +801410 38 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/410 +BU-110 +801-110 +801-110 +80/-110 +801-110 40 +80l-110 • +801-110 +80/-110 +80/-110 +80/410 +801-110 +80/410 +801-110 +80/-110 +801-110 +BO%110 42 +80/-110 +801-110 +801-110 +801-110 +80/-110 +SOf-110 +BOI-110 +8M-110 +801-110 +801-110 ' 44 +801-110 +801-110 4801-110 1 +=-I10 +80/-110 +801.110 +801-110 +801-110 1 +8OLllO y 46 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 48 +801.110 +801-110 +80/-110 +801-110 +801-110 +801-110 4801-110 to 50 +BDI.110 +801.110 +801-110 +801-110 +801-110 +801-110 MAX. O.C. SPACING IF ANCHORI NG THROUGHTHE FRAME PER SHEETS 3 & 4 MAY- O.0 SPACING IF ANCHORING THROUGHTHEINTEGRALFIN 1E11HEET4 52 +801.110 +801-110 +801-110 +801-110 +801-110 54 +80/110 +80/-110 4801-110 +80/-110 56 +801-110 +801.110 +801-110 APPUESTO B, CDR 13ANCHORS (SEETABLE2) NOTAPPUCABLE SB +80/-110 +804110 1L8- 80,926 +80/-110 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. �-� LONG SIDE SHORT SIDE L F� LONGSIOE T— SHORT SIDE EE: GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL 6 FIN FRAMES. j .LONG SIDE SHORT SIDE I LONG SIDE —I SHORT I �I SIDE Window Design Pressure(+/-psfl use for r Glasws. 17 3/16" T Cap-Alrspace - 7/1611 H/H with SG Type: Window Long Side (In) Dimensions 77.78 79 81 83 86 97 91 94 96 99 1 104 107 ill its 120 125 1 136 144 36 +60/-110 +So/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801410 +801.110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +BO1-110 40 +801-110 +80/-110 +801-110 +80(-110 +80/-110 +80/-11D +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-/10 +801-110 +801-110 +80/-110 4801-110 +801-110 42 +80/-110 +8D/-110 +801-110 +801-110 +801410 +801-110 +80/-110 +801-110 +80%110 +8DI-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/410 +80/-llo +801-110 44 +80/-110 +80/-llo +801-110 +80I-110 +801.110 +801-110 +801-110 +801-110 +80%110 +801-110 +8C11-110 +80/410 +eO/-110 +801-11D +80/-110 +80/-110 +801-110 48 +BOM 10 +801.110 +801-110 +601-110 +80/-110 +80/-110 +80/-110 +801.110 +801.110 +80/410 +801-11 D +80/-110 +80/-110 +801-110 4801-110 +801-110 50 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 4801-110 +801-110 +801-110 +801-110 +80/-110 61 +80/-110 +801-110 +801-110 +801-110 +BO/-110 +80/-110 +801.110 +BD/-110 +801-110 +80/-1.10 4801-110. +80/-110 +801-110 +80/-110 64 +801-110 +801-110 +801-110 +801-110 +801.110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +601.110 56 +801-liO +801-110 +80/-11 +8a-110 +801-110 +801-110 4801-110 +801-110 +e0/-110 +80/-110 +8a-110 +B01-110 v 68 +60/-110 +801-110 +801-110 +80/-1t0 +801-110 +801-110 +80/-110 +80/-110 +801.110 +80/-110 +80(-110 rn 61 +80/-110 +801-110 +801-110 +801-110 +801.110 +80/-110 +e0/-110 +801.110 +801-110 +601-110 m 63 +801.110 +801-110 +801-110 +601-110 +80%110 +801-110' +801-110 +801-110 +801.110 64 +80/410 +801-ito +e01-110 +Ba-110 +e0/-110 +8at-110 +801-110 +60/-110 66 +801-110 +801-110 +801-11D +801-110 +801-110 1 +Bw-ito +801-110 68 +80/410 +801-110 +801-110 +801-1 t0 +1101-110 +BN-110 MOUGHT THE SPACINGIF ANCHORING THROUGH THE FRAME PERSHEET53&4 LANCHORING MAX.H THE THROUGH iHEINTEGRAL FIN PERSHFT:T4 INTEGRPACINGAL 70 +601.110 +801-110 +801-110 +801-110 +801-110 72 +601-110 +801-110 +801-110 +801-110 74 +80/-110 +BO/-110 +801-110 APPLIES TO 8, C OR D ANCHORS (SEETABLE2) NOTAPPOCABLE 76 +80/-110 +801-110 S. 77.76 11 +801-110 NOTES: 1) SUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. PRODUCT REVISED as complying with the Florida Building Cod. NOA-No. 17-0614.06 Expiration Date 09124/2020 NO CHANGES THIS SHEET. LU b Y /7 m , •�a8 u`3 rn Uo C-9 N o i m V -j -� d O O awn LJ L C5 i �^ ¢ °'BO Z LL R a L) C) 0 0 O z f- W A,u 00 aaa a o z z 3 z � II7 Q LL O N `- W ® Ul W Ioc4S r # ¢ U U) y Z LL z w 5� 0 u1 c1 z W d 7 0 c1I1 '�ca0 cauc5 ,�1GN....LY* 1``� LICENS q 1' NoNo.c58705 .(\ �5 •F40RIDP. •.G\ol� A. LYNN MILLER P.E. FRAMI ASSEMBLY �- 1t1.3�I(}76"U J �. .060' J (D ANCHOR COVER 664' 301- O7!B '864" .175' O 1� MITERED CORNERS WITH INTERIOR AND EXTERIOR WELDS EXTERIOR C? 3.500' - — .075 2.166' L �uuu �uL .625" .625" T 1.37S O J-CHANNEL FRAME 0 2O FLANGE FRAME 2.1 fiS SILICONE HOT -MELT BUTYL STRUCTURAL SILICONE STRUCTURAL 3116• NOM. 'OLYISOBUTYLEN 1!4• NOM. FOAM BUTYL & WITH DESICCANT WITH DESICCANT %DESICCANT FOAM EXT. GLASS EXT. GLASS EXT. GLASS—, Part # Descripticn Material 80 Kommerling 4SG TPS Spacer System See this Sheet for 81 Quanex Super Spacer nXr with Hat Melt Butyl 82 Quanex Duraseal Spacer Materials 83 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 \---INT. GLASS KODISPACE 4SG TPS �v —INT. GLASS SUPER e, SPACERU NXT `" 3.50D' - — .075' 1.375' O INTEGRAL FIN FRAME L _ALUMINUM REINFORCEMENT POLYISO-- BUTYLENE KNOM, SEAL ROLL -FORMED STAINLESS STEEL EXT.GLASS � VZI,- — INT. GLASS n DU RASEA0 A Part# Description Material 1 620139`. J-channel Frame PVC 2 620140 Flange Frame PVC 3 620141 Integral Fin Frame PVC 4 820142 Equal Leg/Box Frame PVC 5 020133 Anchor Cover PVC 6 720136 718" IG Glazing Bead PVC 7 *720135 1' IG Glazing Bead PVC 74 •. Backbedding, GE T700 or Dow 791 n 78 71646N Setting Block (718' x 1' x 1181), B5 +1- 5 duro. VC 90' 20160A Frame Assembly Tube 600ST5 91 20177 Shallow Flush Cap VC i'CV0,L 92 20178 D Fush'Cat) VC 93 20132 Frame Assembly Tube End Cap NOTES: 1) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PART#1. OTHER FRAME TYPES. PARTS #2 - 4. APPLY. 3) ITEMS # 8-73. 75-77 & 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL 4) ENERGI PVC TO BE LABELED FOR AAMA EXTRUDER CODE. 4O EQUAL LEG/BOX FRAME DESICCANT FILL AREA 5M6" NOM. SILICONE SEAL INT. GLASS J PRODUCT REVISED as complying with the Florida Building Code NGA-No. 17-0614.06 e3 XL EDGET" Expiration Date /24/2020 SPACER MY-- -- -' I I NO CHANGES THIS SHEET. I LYNIV 1070 TECHNOLOGY DRIVE VENICE, FL 34275 ��.� (30 �� ...... y10ENSF/�� �i N. (941)-480-1600 ; * : No.58705 ® CERT. OF At #29296 COPYRIGHT ®2D17 POT INDUSTRIES, INC. ALL RIGHTS RESERVEDOF — VINYL FIXED CASEMENT WINDOW NOA (LM) 0 9/9114 'O�� FCORIDr; • ' \_� BOM&ASSEMBLY Qm JROSOWSKI ;ass;•••...... PW-5540 y-° NTS IF-1 13OF 13 $i MD-5540.0 - B P.E. A L NE. z5L'ER 0 �'G�i� M IAM t-DADE MIAMI-DADS COUNTY a [:AUGLucie Count�Permittin� PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaade.gov/economy PGT Industries, Inc. 1070 Technology Drive FILE CODI-V North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "AW-5540" PVC Awning Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5540A.0 titled "Vinyl Awning Window NOA (LM)", sheets 1 through 10 of 10, dated 09/09/14, with revision B dated 05/15/17, 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 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# 16-0714.21 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.18 n Expiration Date: September 24, 2020 1 10 ��� f Approval Date: December 14, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMCTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0430.07) 2. Drawing No. MD-5540A.0 titled "Vinyl Awning Window NOA (LM)", sheets 1 through 10 of 10, dated 09/09/14, with revision B dated 05/15/17, 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 262-94 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, Duraseale spacer system, Super Spacer® 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 NOA No. 16-0714.21) 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 AW5540/5440 PVC awning windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8183, dated 04/02/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0430.07) 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 a series 5540/5440 vinyl fixed windows w/tube mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8174, dated 03/31/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0430.07) Manuel PereOE. Product Control Ex m' er NOA No. 17-0 14.18 Expiration Date: September 24, 2020 Approval Date: December 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (COMMMED) 4. Additional, Reference Test Report No. FTL-7897 per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430:07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51n Edition (2014), dated 04/24/15 and revised on 09/03/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15-0430.07) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNTINum)) 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 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. Mat uel P , P.E_ Product Contr Ex finer NOA No. 614.18 Expiration Date: September 24, 2020 Approval Date: December 14, 2017 E - 2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014) and FBC 6t' Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by the Product Control Section, dated 09/29/14 and revised on 10/15/14, signed by Jaime D. Gascon, P.E. (Submitted under NOA No. 15-043 0.0 7) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714 21) G. OTHERS 1. Notice of Acceptance No. 16-0714.21 issued to PGT Industries, Inc. for their Series "AW-5540" PVC Awning Window — LMI, approved on 09/08/16 and expiring on 09/24/20. Manuel Pe P.E. Product Control xa iner NOA No. 614.15 Expiration Date: September 24, 2020 Approval Date: December 14, 2017 E-3 Glass Type Description Table # Sheet # 5 718" Laminated LG.: 1/8" A Extedor Cap+ 7116" Air Space + 5/16' Laminated; (2) Liles of 1/6' A Glass with .090' PVB Intedayer 4.5 7 6 718" Laminated I.G.: 1/8' T Exterior Cep + 7116' Air Space + 5/16" Laminated; (2) Lites of 118" A Glass with .090" PVB Intedayer 4.5 7 7 7/8' Laminated I.G.: W16" A Exterior Cap + 3/5' Air Space + 5116" Laminated; (2) Utes of 118" A Glass with .090' PVB Intedayer 4,5 7 8 718" Laminated I.G.: 3116" T Exterior Cap + 3/8" Air Space + 5116" Laminated; (2) Utes of 118" A Glass with .090" PVB Intedayer 4,5 7 9 718' Laminated I.G.: 1/8" A Exterior Cap* 7/16" Air Space + 5/16" Laminated; (2) Utes of 1/8' H Glass with .090' SG Intedayer 6 8 10 171W Laminated I.G.: 1/8' T Exterior Cap + 7116" Air Space + 5116" L.andnated; (2) Lhes of 118' H Glass with .090' SG Intedayer 6 8 11 718" Laminated I.G.: 3/16" A Extedor Cap + 318" Air Space + 5/16" Laminated; (2) Utes of 1/8" H Glass with .090" SG Intedayer 6 8 12 718" Laminated I.G.: 3/16" T Exterior Cap + 318" Air Space + 5116" Laminated; (2) Lites of 118" H Glass with .090' SG Intedayer 6 8 13 718' Laminated I.G.: 118" A Exterior Cap + 5119" Air Space+ 7/16" Laminated; (2) Lites of 3116' A Glass with .090' SG Intedayer 6 8 14 7/8' Laminated I.G.: 1/8' T Extedor Cap + 5/16" Air Space + 7/16" Laminated; (2) Liles of 3/16' A Glass with .090" SG Intedayer 6 8 15 7/8" Laminated LG.: 3/16" A Exterior Cap + 1/4" Air Space + 7116" Laminated; (2) Liles of 3116' A Glass with .090" SG Intedayer 6 8 16 718" Laminated I.G.: 3118" T Exterior Cap + 114' Air Space + 7/16" Laminated; (2) Lites of 3116" A Glass with .090" SG Intedayer 6 8 Group Anchor Substrate Edge Distance Distance Min. Embedment' q #10 SMS (Steel, 18.8 S.S. or 1 S.S.) P.T. Southern Pine (SG=6.65) 7/16" 1-3/8' Steel, A36' 3/8' 0.050" Steel Stud, A653 Gr. 33' 3/8° 0.0451" (18 Ga.) Aluminum, 6063-75' 3/8' 0,050" 3116" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16' 1-3/8' Concrete (min. 285 ksi) 1°1 1-3/8- Ungrouted CMU, (ASTM G90) 2-1/7 1-1/4' g #12 SMS (steel, 188 S.S. . or I S.S) P.T. Southern Pine (SG=0.55) 9116' 1-318" Steel, A36' 3/8' 0.050" Steel Stud, A653 Or. 33' 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5' 31V 0.083" 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1° 1-318" 1/4' steel Cretedex P.T. Southern Pine (SG=0.55) 1' 13/8" 1/4' steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1° 1-3/8' C 1/4° steel Ultracon Concrete (min. 285 ksi) 1" 1.3/4' Ungrouted CMU, (ASTM G90) 2-117 1-1/4' 1/4' steel Cretellex Concrete (min. 3.35 ksi) 1' 1-3/4° 114" steel Ultracon Concrete (min. 2.85 ksl) 2-1/2" 1-3/4" D 1W steel Creteftex Concrete (min. 3.35 ksi) 2-112" 1-3/4" Ungrouled CMU, (ASTM G90) 2-112" 1-1/4' 114' steel Aggre-0ator Concrete min. 3.275 ksi 1-112' Grouted CMU, (ASTM G90) 1 2" 7 -MIN. UrO INKC ..TUNU.11-1-JUOJInn,�. - 'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Group Anchor Substrate Min. Edge Distance Min. Embedment' E 2-112' x .131" Common Nail P.T. Southern Pine (SG=.55) 310" 2-7/16' 2-112" Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 318' 2-7/16' F #10 Trusshead SMS (steel, 183 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 1/2° 1.3/8' Aluminum, 6063-TS• 3/8° 0.05D" Steel Stud, Gr. 33' 3/8" 0.0451" (18 Ga.) Steel, A36" 3/8° 0.050' #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. So uthem Pine (SG1. 9/16" 1318° Aluminum, 6063-TS° 311 D.083" Steel Stud, Gr. 33• 13!8° 0.050' Steel, A36• 3/8° 0.050' MIN. OF 3 T hKhAUJ at:TUNU I MC MC-1 Juaa l rw l c. STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS •--V "A" = ANNEALED 'H' = HEAT STRENGTHENED '17 =TEMPERED "PVB' = .090° TROSIFOL® PVB BY KURARAY AMERICA. INC. 'SG" = .090' SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES. GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE XY. :ONE HOT -MELT BUM STRUCTURAL SILICONE 1/4' NOM. FOAM 3/16" NOM. WITH DESICCANT EXT.GLASS GLASS KODISPACE 1s1 SUPER 1D0 4SG TPS SPACER®NXTTM ALUMINUM REINFORCEMENT POLYISG DESICCANT FILL AREA BUTYSE AL 5/16' NOM. 5/15° NOM. SEAL BUTYL & SILICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT. GLASS EXT. GLASS � WINDOW FRAMES MAYBE ANY OFTHOSE SHOWN BELOW: �D a ❑ �=Q e BOX OR Q9 EQUAL ❑ LEG FLANGE ��I�� oLJ� � 4 J-CHANNEL Q ❑ I:FI!Nlr Part# Description Material 100 Kommerling 4SG TIPS Spacer System 101 Quanex Super Spacer nXi Wth Hot Melt Butyl See this Sheet for 102 Quanelt Duraseal Spacer Materials 103 Cardinal X_ Edge Spacer rc�rcncN�c I ra l rccrvn I oc r I �-o, I ,, oo�o o, ��.� 1/2' NOM.GLASS BITE TYP. as �vmplyin6 wldrCroSit6fsen Duildiog Coda �r Acttp[aneu l4o � {%614. l8 L-xp:m,ion Da•e EXTERIOR INT. GLASS INT. GLASS /t-, O❑ ter' C� C7 DURASEALID ,02 ,03 XL EDGE TM OSPACER • . • .. '... ���`��pNY LYN/y/�''., SPACER TYP. GLAZING DETAIL * : NO.58705 o VINYL AWNING WINDOW NOA(LM) 0 9/9114 GLASS/ANCHORS/FRAME OPTIONS Qmr J ROSOWSKI =�0 '. Q: CERT. OF AUTH. #29296 m NAL �rlllllll„``` 1070 TECHNOLOGY DRIVE g05115117-JR -ANCHORS RE -GROUPED. COPYRIGHT 02017 FIST INDUSTRIES, INC. ALL RIGHTS RESERVED N. VENICE, FL 34275 (941)�80-1600 AW-5540 ` NTS h ` 2 OF 10 H a z° o MD-5540A.0 q i B A• LYNN MILLER, P.E. P.E.#58705 GENERAL NOTES: SERIES 5540 IMPACT RESISTANT, VINYL AWNING WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED &TESTEDTO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. i 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, MAX, O.C. 17-12' USE ONLY MIAMI.OADE COUNTY APPROVED MASONRY IF WINDOW ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS HEIGHT IS 42' OR LESS, WERE SOUTHERN PINE, ASTM C9D CONCRETE MASONRY 15.2" IF OVER 42'. UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-10 THICKOR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 1/4- SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED MAX. BUCK WIDTH SEE TABLES 4-6 I B. SEE SHEET 3 1 4• MAX MAX O.C. 17-12' IT IF WINDOW HEIGHT IS 42' OR LESS, ` =VISIBLE 15.2' IF OVER 42". LIGHT WIDTH i ADDITIONAL ANCHORSFOR _ FRAME ASSEMBLY TUBE, A,SEE SEE SHEETS SHEET 3 VISIB MAX BUCK LIGHT HEIGHT, SEE �EIG TABLES 4-0 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. MAX. O.C. 28' IF WINDOW BB �-- 4-MAX MAX O.C. 28" IF WINDOW WIDTH IS 36' OR LESS. 7) DESIGN PRESSURES: 13' IF OVER 3r. A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND OLASS PER ASTM E1300. TYP. EQUAL-LEG/BOX & B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, FLANGE FRAME ANCHORAGE STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION . 10) REFERENCES: TEST REPORTS FTL-8183, 8174: ELCO ULTRACON NOA ELCO CRETEFLEX NOA: ELCO AGGRE-GATOR NOA: ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NOS & ALUMINUM DESIGN MANUAL 11) PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA, INC. WIDTH IS 36 OR LESS, 13' IF OVER 36'. - MAX. BUCK WIDTH SEE TABLES 4-0 — r4 MAX. O.C. D, SEE ' rSHEET4 VISIBLE LIGHT WIDT C /VISIBLE LIT \HEGHIG'HT 4' MAX. D.C. \v� =D. 1-1/4' MAX TYP. INTEGRAL FIN & J-CHANNEL FRAME ANCHORAGE IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE VARIES PER OPTIONS, SEE IMPACT RESISTANT TABLES 4-6. SHEETS 7 & 8 MAX BUCK WIDTH SEE TABLES 4-7 I I I I I VISIBLE ` I LIGHT WIDTH / / VISIBLE / EIGHT HEIGHT 777 63' MAX. FRAME BELENGZ)v 4' MAX' FRAME ASSEMBLY TUBE MULL, SEE SHEET 5 FOR ANCHORAGE DETAILS . 4"MAX 7 127-1/4' MAX COMBINED HEIGHT 4' MAX. TYP. X/X EQUAL-LEG/BOX & FLANGE FRAME ANCHORAGE USING FRAME ASSEMBLY TLIBE/MULL CODES I STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION r •2014 FLORIDA BUILDING CODE (FBC), STH EDITION 1 1/4, MAX. 11 -ASTM E1300-09 •ANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100.12 —� •AISC 360-10 C. SEE VISIBLE LIGHT FORMULAS SHEET 4 WIDTH: BUCK WIDTH - 6-3/4' HEIGHT: BUCK HEIGHT- 6-314" MAX.BUCK HEIGHT, SEE TABLES 4-6 GENERAL NOTES .................................................... 1 ELEVATIONS............................................................ 1 FRAME, GLASS & ANCHOR OPTIONS ................... 2 INSTALLATION, FLANGE & EQUAL LEG ................ 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL...... 4 FRAME ASSEMBLY TUBE ....................................... 5.6 GLAZING DETAILS! DP TABLE 4 & 5..................... 7 GLAZING DETAILS / DP TABLE 6............................8 BOM & ASSEMBLY ................................................... 9.10 W Y aiD O W Lo u'o oN v JMd Z O Z jLL O O W �- J in W _Z iaay. W rn f- Z O Z Z Z 7, 7— o to J w L9 W Z Z W ¢ �1111nulrrr7 * : N0.58705 p �{ .�; �0 . SAT 7EIOF 2lV . A. LYNN MILLER, P.E. P.E.X 58705 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 ANCHORED THROUGH EDGE DISTANCE FRAME INTO 2X WOOD FRAME OR SUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE EMBEDMENT FRAME �7 SHOWN II HD BUCK VISIBLE HEIGHT LIGHT HEIGHT EXTERIOR a EQUAL- LEG/BOX FRAME SHOWN INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1/4'MAX. SHIM EMBEDMENT SHEET 9 FOR ALL DWARE DESCRIPTIONS EDGE :" �L� DISTANCE + '* - TYP. ANCHOR TYPE. -1/4" MAX. SHIM EMBEDMENT AND EDGE - DISTANCE PER SUBSTRATE, TYP. ANCHOR TYPE, SEE TABLE 2, SHEET 2. EMBEDMENTAND (SHOWN IN LOCATION USED - EDGE DISTANCE PER WHEN ANCHOR IS IN -LINE SUBSTRATE, SEE WITH THE HINGE TABLE 2, SHEET 2. ASSEMBLY). � c z ' LOCATION USED WHEN ANCHOR FLANGE J IS BELOW THE HINGE ASSEMBLY. FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-12- THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. LOCATION USED EE SHEET 9 FOR ALL WHEN ANCHOR IS 4RDWARE DESCRIPTIONS IN -LINE WITH THE HINGE ASSEMBLY TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. -1/4' MAX. SHIM - •" • , EMBEDMENT INSTALLATION OPTION 2 EDGE DISTANCE ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETElCMU. VERTICAL SECTION B-B 11 �-- VISIBLE LIGHT WIDTH +{ HD REINF. BUCK WIDTH HORIZONTAL SECTION A -A INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRESEICMU.. SEE NOTE 2, THIS SHEET. 114' MAX. SHIM �-+— �— EMBEDMENT � EDGE T7 " DISTANCE TYP. ANCHOR TYPE, dL EMBEDMENTAND ZZ EDGE DISTANCE PER IRD- . SUBSTRATE,SEE TABLE 2, SHEET 2. (SHOWN IN LOCATION USED WHEN ANCHOR ti.. IS IN -LINE WITH THE EXTERIOR EQUAL HINGE ASSEMBLY). LAME FRRAME LOCATION USED SHOWN WHEN ANCHOR BELOW THE HIN__ ASSEMBLY. I DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD, MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2. 1/4' MAX. SHIM FLANGE FRAME SHOWN f L1U EXTERIOR Jo� V INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6.3W HEIGHT: BUCK HEIGHT-6-3/4" CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE COPYRIGHT02017 N. VENICE, FL 34275 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED 1 (941)-480-1600 _ _ EQUAL LEG18OX &s&.11 FRAME SHOWN TYP. ANCHOR TYPE,La' ` EMBEDMENT AND EDGE —DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SHOWN IN LOCATION USED WHEN ANCHOR IS BELOW THE HINGE ASSEMBLY 1/4" MAX. SHIM INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL kD LOCATION USED WHEN ANCHOR ISIN-LI PRODUCT RFVISEiD E E .—plying withlbe F)L236'B HING SSEMB HINGE ASSEMBLY, Building Code Ac..pteu<allo TO CREATE E ire: Daze / 2D?r7 EQUAL -LEG FRAME, FIN ANWOR FLANGE II° Nia ntdcProduct MAY BE REMOVED , IN -FIELD EXTERIOR LY1y/�/q /11/1 VINYL AWNING WINDOW NOA (LM) l019/9/14 FLANGE & EQUAL-LEG/BOX FRAMES I"P.-I J ROSOWSKI 05/15117 - JR - NO CHANGES THIS SHEET. AW-5540 NTS 3 OF 10 o x MD-5540A.0 * : No. 5870-5TA OF is' I NAI.11 0 A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES I INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 114' MAX. SHIM INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4• MAX. SHIM ANCHORED THROUGH EDGE DISTANCE �i I-+— EDGE DISTANCE INTEGRAL FIN INTO 2X WOOD 1. EMBEDMENT TYP. ANCHOR SEE SHEET 9 FOR ALL DESCRIPTIONS FRAME OR BUCKSTRIP. SEE I TYPE, EMBEDMENT HARDWARE NOTE 2, THIS SHEET. AND EDGE 80 3 EDGEOISTANCE DISTANCE PER 86 SUBSTRATE, SEE J-CHANNEL TABLE 3, SHEET 2. ❑ o o ❑ FRAME 11 SHOWN 6 o❑ o 'Iq" MAX. SHIM Q EMBEDMENT � EMBEDMENT 0 0 15 TYP. ANCHOR TYPE, 0 ❑0 Q00 EMBEDMENT AND EDGE 62 DISTANCE PER SUBSTRATE, SEE INTEGRAL TYP. ANCHOR TYPE, 63 TABLE 3. SHEET 2. FIN EMBEDMENT AND EDGE (NAIL SHOWN) C�:= � FRAME DISTANCE PER SUBSTRATE, 11 11 EXTERIOR SHOWN SEE TABLE 3, SHEET 2. 1 J-CHANNEL .5 VISIBLE LIGHT WIDTH HD REINF. 0 FRAME HDREINF. -- O 85 SHOWN BUCK WIDTH NOTES: HORIZONTAL SECTION C-C 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY DADE APPROVED MULLION. FBC INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. HORIZONTAL SEE SUBSTRATE VISIBLE ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED 1X PROPERTIES, TABLES 2 & 3, SHEET 2. BUCK LIGHT INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED HEIGHT HEIGHT DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS ZX ARE 1-12"THICK 1/4' MAX. SHIM OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR I�� ARCHITECT OF RECORD. c o 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT TYP. ANCHOR OPENING) IS MEASURED FROM BEADING TO BEADING. 0 TYPE. EMBEDMENT 87 Q AND EDGE SEE SHEET 9 FOR ALL DISTANCE PER HARDWARE DESCRIPTIONS SUBSTRATE, SEE TPRODUCT REVISED TABLES 2 & 3. 72 O O SHEET 2. B ,iBCrvilh fin Florida EXTERIOR A,—PuuNwo }�y�{�� INTEGRAL FIN -!).• F.xpir'ior. Dam/7 b .%VZ7% OO FRAME SHOWN EXTERIOR � aO0 INSTALLATION INTEGRAL OPTION 7 FIN IIf�—III ANCHOREDTHROUGH `I1lII III'I// FRAME o U FRAME INTO METAL SHIM SHOWN oO o ` �O•,.••••••. / �i: `��'�.•' LICEN-s"- .. INSTALLATION EDGE DISTANCE VISIBLE LIGHT FORMULAS = VINYL AWNING WINDOW NOA (LM) 0 919114 = Na• 58705 OPTION 5 WIDTH: BUCK WIDTH ANCHOREOTHROUGH -� HEIGHT: BucKHEIGHr• s-3/4• J-CHANNEL &INTEGRAL FIN FRAMES o'� oJ ROSOWSKIG(� INTEGRAL FIN INTO 2X ¢ 'AO o TA O ' • �' WOOD FRAME OR ® T p • • �� BUCKSTRIP. SEE NOTE 2, --�-� EMBEDMENT CERT. OF AUTH.#29296 C i��� •. tORIDP,••'G,\=� TYP. ANCHOR TYPE, EMBEDMENT m �i S THIS SHEET. AND EDGE DISTANCE PER COPYRIGHT 1070 TECHNOLOGY DRIVE a 05/15/17 - JR - NO CHANGES THIS SHEET. '/// TONAL I�1��` VERTICAL SECTION D-D SUBSTRATE. SEE TABLE 3, SHEET 2. N.VENICE,FL34275 h o (SCREW SHOWN) PGT INDUSTRIES, INC. '0 3 6 A LYNN MILLER. P.E. ALL RIGHTS RESERVED (941)-480-1600 N AW-5540 ; NTS N 4OF 10 oz MD-5540A.0 az° B P.E.#5876s ILLUSTRATION OF AWNING -TO -AWNING (XX) ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT (X/X/O) (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) 5540 SERIES AWNING A= 63" MAX. FOR FIXED CASEMENT WINDOW A) INDIVIDUAL A) INDIVIDUAL A= 40" MAX. FOR CASEMENT B) COMBINED (SILL) COMPONENTS: 5540 SERIES AWNING WINDOW COMPONENTS: A=60'MAX. FOR AWNING COMPONENTS: FRAME ASSEMBLY TUBEIMULL 5540 SERIES VERTICAL SHALLOW, FLUSH CAP AWNING SECTION F-F FRAME ASSEMBLY ` WINDOW WINDOW A —� ANCHOR /^TUBEIMULL 1 WNNG WINDOW / /�\ \ 4' MAX. FRAME yr MIN. # 10 X 3I4` SMS @ 5540 SERIES I I / ASSEMBLY [/ \ \ L 17 MAX O.C. THROUGH CASEMENT 63' MAX / 63" MAX. TUBEWULL�� F ` V 4• MAX INSTALLATION WINDOWS WINDOW (HEAD) APPROVALFOR IF \ F \ ANCHOR INFO. ° MAXIMUM DESIGN 5540 SERIES \ 127-1/4' MAX \ 127-1/4' MAX. I PRESSURE WHEN CASEMENT `+-ADDITIOAL MULLION 60` MAX 60' MAX. ASSEIMB YHTUBEIMULL, FRAMEWINDOW % �" MAX / ANCHOR SEE NOTE 3, SEE NOTE 2: j j THIS SHEET 5540 SERIES l +/- 70.0 PSF am--- CASEMENT G- I1 FRAME 1 VERTICAL WINDOW ASSEMBLY �^ SECTION G•G (SILL) 5) COMBINED TUBEIMULL COMPONENTS: 8' MAX., SEE NOTE 3, THIS SHEET EXTERIOR SHALLOW, FLUSH CAP ADDITIONAL MULLION ANCHOR 5540 SERIES FRAME ASSEMBLY 4MAX • SEE NOTE 3, THIS SHEET FIXED CASEMENT a TUBE/MULL 4` MAX --i WINDOW' O / 6'MAX•, MIN.#tOX3/4'SMS@17' 5540 SERIES WINDOW SEE NOTE 3, MAX O.C. THROUGH FIXED CASEMENT / ANCHOR THIS SHEET INSTALLATION HOLES, SEE WINDOW (HEAD) / E L /'UNDER SEPARATE APPROVALWINDOWS ANCHORINROVAL OO. 63' MAX. / /FRAME ASSEMBLY TUBEIMULL NOTES, ALSO SEE NEXT SHEET: / \ 1) DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, TYPE, SHAPE, QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. 2) ANY 5640-SERIES CASEMENT (UNDER SEPARATE APPROVAL), FIXED CASEMENT (UNDER SEPARATE APPROVAL) OR AWNING WINDOW MAYBE ATTACHED I-�•— 121-1/4" MAX, TO THE FRAME ASSEMBLY TUBEIMULL, IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR PRODUCT REVISED FRAME ASSEMBLY TUBEIMULL APPLIES TO THE ENTIRE ASSEMBLY . m comp{yi¢gwith the Flodde C) HORIZONTAL Bwldmg O'O� �a SECTION E-E: 3) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON Acaptacrca No / rCJ SHALLOW, FLUSH CAP THIS SHEET, ON EACH SIDE OF THE FRAME ASSEMBLY TUBEIMULL WHEN USING FLANGE OR EOUAL•LEGIBOX FRAMES. FOR FIN OR J-CHANNEL FRAMES imtioa lYte ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. 5540 SE01ING 5540 SERIES By AWAWNING 4) FOR FLANGE OR EQUAL•LEGIBOX FRAMES, THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOWN IN DETAILS, WITH MIN. #10 %314' Mimni ade Product WINWINDOW SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCT'S APPROVAL, UP TO 17' MAX. O.C.• ADD ADDITIONAL ANCHORS AS NEEDED. THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR _ JOINTS TO BE SEALED BY INSTALLER. �1N II", • 5) THE FRAME ASSEMBLY TUBEIMULL MAY NOT EXCEED 63- IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY `\�� �p Y LYN �,,�' NOT EXCEED A TOTAL OF 127-1/4" IN WIDTH OR HEIGHT, FROM WINDOW BUCK TO WINDOW BUCK, INCLUDING THE FRAME ASSEMBLY TUBEIMULL WIDTH. _: •'•1,%GENgF •. ��� i FRAME ASSELL MIN.#10X3/4"SMS@17' �•• ••� MAX O.C. THROUGH 6) SHEET 5 & 6 REFER TO UNCLIPPED MUWON _ * : No. 58705 DEEP, FLUSH CAP ASSEMBLIES. FOR CLIPPED MULLION ASSEMBLIES SEE VINYL AWNING WINDOW NOA(LM) c 9/9/14 _ *_ INSTALLATION HOLES, SEES_- - EXTERIOR TUBE MULLION UNDER SEPARATE APPROVAL, TO BE - WINDOWSAPPROVALFOR ii RENEWED BY BUILDING OFFICVLL. "FRAME ASSEMBLY TUBE DETAILS A m` J ROSOWSKI C/�! •::���` SEE SHEET 6 FOR FRAME ANCHOR INFO, o �O�•.• TA O ASSEM6LYTUBE/MULLION ® ¢ DETAILS RI ••,F<ODP,.•'• 1070 TECHNOLOGY DRIVE L 05/15/17 - JR - NO CHANGES THIS SHEET. '��/;,,'ONAL 1ENG� COPYRIGHT U 2017 N. VENICE, FL 34275 PGT INDUSTRIES, INC. A. INN MILLER, P.E. ALL RIGHTS RESERVED (941)-480-1600 N AW-5540 ,� NTS N 5 OF 10 z° MD-5540A.0 � Z B p,E.058705 ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES END CAP TO SPAN BOTH INSTALL 11 ADDITIONAL GROUP E WINDOW ANCHOR WINDOWS, SEAL WITH ANCHORS THROUGH THE END CAP OR SEE NOTE 2, SHEET 5 _\ SILICONE. 7 ADDITIONAL GROUP F ANCHORS. NOTES FOR FRAME ASSEMBLY TUBE END CAP: FRONT VIEW 1) APPLIES TO FIN OR J-CHANNEL FRAMES. FRAME ASSEMBLY TUBE/MULL 2) REQUIRED AT HEADERISILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. 3) ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE, SEE SHEET 5. 4) END CAP MAY REQUIRE IN -FIELD TRIMMING. STANDARD LENGTH IS 14•. 1.250" 1.874' 1.874" +-I —�-� O 100' 3260° .375- 627" 060" .080' . 91ISSHALLOW, FLUSH 92 DEEP•FLUSH CAP, PVC CAP. PVC EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. SO FRAME ASSEMBLY TUBE, ALUM 6005-TS FRAME ASSEMBLY TUBE NOTE: REFER TO SHEET 5 FOR THROUGH -FRAME ANCHORAGE AND THIS SHEET FOR NAIL FIN ANCHORAGE DETAILS TYP. AT ALL FRAME ASSEMBLY TUBE ENDS BOTH HORIZONTAL AND VERTICAL •221" REMOVE FOR I FIN APPLICATIONS r 1.440" l .055" J SFRAME ASSEMBLY TUBE 93 END CAP, PVC CERT. OF AUTH. g29296 COPYRIGHT 02017 1070 TECHNOLOGY DRIVE PGT INDUSTRIES, INc. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941)-480-1606 EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE/MULL FOR TEES. CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED, TUBE MULLION UNDER SEPARATE APPROVAL IAA' 1-1I4- MAX. —�-I 1211/4° MAX. IIJ��/� / / " i•� 60• MAX +I /�� 1p /�� / � MAX. I I / / AWN. AWN. A. AWN. / �/�j 1-1/4' —�-I 121-1/4-MAX. �—• 127-114' F AwNiNG MAX L 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. \ (4 WINDOWS MAX) AWNING 127-1/4• 1-114' 127.1/4' MAX. /�� MAX / FIXED / AWN. CASESEMEM' 1 1 AWN 127-1/4' MAX —►j 255�l4-MAX '�11 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES AND SIZES (4 WINDOWS MAX) '7� MAx. 255.3/4 IT / � MAX 127-1/4• A ING MAX 2 OR MORE WINDOWS (4 WINDOWS MAX) WITH HORIZONTAL FRAME ASSEMBLY TUBE/MULL. A= 63" MAX FOR FIXED CASEMENT A= 40" MAX. FOR CASEMENT A A=60°MAX FOR AWNING r 1-1/4° ,p�FaED P EMElll i 127-114' \ \ 255-3/4' MAX MAX FFFN 127-1/4° MAX PRODUCT REVISED CASEMEM• , . W.Plying with the FLwida -I Building Cod; I - 0 \ awNING cc pt-mm pima Dare WINDOWS (4 2 OR MORE WINDOWS 3y .ii—i 1a Prndrxt C MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBEIMULL VARIOUS WINDOW TYPES AND SIZES. 'UNDER SEPARATE APPROVAL VINYL AWNING WINDOW NOA(LM) ICI 9/9114 I vI FRAME ASSEMBLY TUBE DETAILS B I:&I J ROSOWSKI I 05/15/17 - JR - NO CHANGES THIS SHEET. AW-5540 1.I NTS I]INI 6 OF 10 MD-5540A.0 N00..587�05 'ONAL EN o`�. /flllllltltl A. LYNN MILLER. P.E. P.E./158705 TABLE 4: NOTES: Window Design Pressure (+/-, psf) US' A GAP, AIRSPACE, 1/8" A, .090" PVB, 1/8' A & 118" T CAP. AIRSPACE, 1/8' A, .090" PVB, 118' A Glass Types:T7& 1) BUCK DIMENSIONS SHOWN. 3116" A CAP, AIRSPACE. 1/8" A, .090' PVB, 1/8' A & 3116" TCAP. AIRSPACE, 1/8' A. .090" PVB, 1/8' A Window Buck Width (In) 2) FOR SIZES NOT SHOWN, UP Dimensions 28 30 32 34 36 38 40 1 42 1 44 1 48 50 52125 1 54 60 ROUND LFT THE NEXT AVAILABLE WIDTH OR 42 1 +150 1 +1-W 1 +/50 -150 1 +/-50 +/-50 1 +150 1 +/50 1 -150 1 +/50 +/50 +/50 1 +/50 1 +150 HEIGHT DIMENSION. PRODUCTRIEVLSED +/50 MAX D.C. SPACING IF ANCHORING MAX.O.0 SPACING IFANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL RN PER SHEET APPLIES TO A ANCHORS ONLY APPUESTO E ANCHORS ONLY (SEETABLE 2) (SEETABLE 3) SEE ELEVATION ON SHEET 1 4" FORE ANCHORS Window Design Pressure (+/-, psf) Glass Types: 5, 6, 788 1/8" A CAP, AIRSPACE, 11W A, .090' PVB, 1/8' A & 1/8" T CAP, AIRSPACE, 1/8' A, .090" PVB, 118- A 3116' A CAP, AIRSPACE. 118' A, .DW PVB, 118' A & 3116' TCAP. AIRSPACE, 1/8' A, .D90" PVB, 1f8" A Window Buck Width (In) ' Dimensions 28 30 1 32 34 36 38 40 42 44 48 50 52125 54 60 42 +8S/-70 +651-70 +651-70 +651-70 +65/-70 +651-70 +651-70 +651.70 +651-70 +851-70' +651.70 +/.50 +/-50 43.776 +651-70 +651-70 +(W-70 +651-70 +65/-70 -651-70 +651-70 +651-70 +65/-70 +651-70 +/•50 41.50 45.6 +65f-70 +65/-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +/-50 +/-50 +/-50 47.583 r-70 +65'-70 +651-70 +65/-70 +651.70 +65/-70 +65/-70 -651-70 +65/-70 +/50 +1.50 +/-So 49.745 +651-70 +651-70 +651-70 +051-70 +65470 +65/-70 +65f-70 -651-70 +150 +/50 52114 +651-70 -651-70 +651.70 +651-70 +65/-70 +BS/-70 +55f70 +1-50 +1500 54.72 +65f-70 +651-70 +65/-70 +651-70 +65/-70 +64.21.69.2 +/.50 +1.50 b = 57.6 r651-70 +651-70 +651-70 +fi5/-70 +851-70 +Bq/$B.9 +/50 +/50 01 60.8 +0-70 +651-70 -651-70 +651-70 +64.31.69.3 +150 +150 MAX D.C.SPACING IF ANCHORING THROUGH THE FRAME PERSHEETS 3 & 4 MAX. O.C. SPACING I F ANCHORING THROUGH THE INTEGRAL FIN PER SHEET4 64.376 +851-70 + 651-70 +851-70 65t-7 +651-70 +/50 +150 68.4 +651-70 651-70 +651-70 +/-50 APPUESTO B, C OR D ANCHORS (SEE TABLE 2) APPLIES TO F ANCHORS (SEETABLE3) 72.96 +6&-70 +65/70 +/.50 +/50 78.171 +651-70 +65/56.4' +1.50 SEE ELEVATION ON SHEET I 4"FORFANCHI 84 +651-70 +1.63.1' 1 -�-{ 7/8 -NOM. 5/16" A/A PVB - 7/16" AIR SPACE - 1/8" A GLASS - aEXTERIOR GLASS TYPE 5 -1 718 .NOM. 5116" A/A PVB 7116" AIR SPACE- 1/8" T GLASS - aEXTERIOR GLASS TYPE 6 �•{ 716" NOM. 5/16" A!A PVB - 3/8" AIR SPACE- 3/16" A GLASS - aEXTERIOR I V N II I GLASS TYPE 7 GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. • GLAZING NOTES: "A" = ANNEALED 'H'= HEAT STRENGTHENED 'T' = TEMPERED "PVB' = .09D" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" = .090' SENTRYGLAS®INTERLAYER BY KURARAY AMERICA, INC. 1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 2) SEE TYPICAL GLAZING DETAIL ON SHEET 2. 7/8"NOM. 5/16" A/A PVB - 3/8" AIR SPACE- 3/16" T GLASS - a EXTERIOR GLASS TYPE 8 m 05/16117 - JR - NO CHANGES THIS SHEET. m rn o o H Z w alo0 OC 4 ~s B p _� L`3 aa,G 1 to >�U U >� 4 W o Z� Z m LL O Fa O23 0. ® A _Z C Iaa4S I i 4 Z WO O O v a Z u1 J If) O Z Q T7 aql •asa0 saves 1LL11111111//' ' ♦•\BONY L.... GEN Sc t : No.58705 3 ST T� OF lV�� A. LYNN MILLER, P.E. REX 58705 Window Design Pressure (+/-, psf 118" A CAP, AIRSPACE, VG' HS, .0.90" SG, 1/8" HS & 118-T CAP, AIRSPACE, 1/8" HS, .090" SG, 1/11' HS Glass 9, 10, 11, 12, 3/16" A CAP, AIRSPACE, 1/8" HS, .090" SG, 1/B' HS & 3/16" T CAP, AIRSPACE, 118- HS, .090" SG, 118" HS Types: 13.14. 118- A CAP, AIRSPACE, N16" A, .090" SG, 3116" A & 118" T CAP, AIRSPACE, 3116" A, .090" SG, 3/16' A 16 & 18 3116-A CAP, AIRSPACE, Y16" A, .090" SG, 3116' A & 3/16" T CAP, AIRSPACE, 3116-A, .090" SG, 3116-A Window Dimensionsp.70/-1 Buck Width (in) 30 32 34 36 38 40 42 44 47 60 42 .701.110 +70/.110 +7U'-110 .701.110 +701.110 +70'-110 +701-110 +701.110 +701-110 +701.110 64.34 +701.110 +701.110 +701-110 +701.110 *701-110 +70'-110 +701.110 +701-110 +70/-110 68.727 +70/-110 +701.110 +70'-110 +701-110 -701.110 +70'-110 +701.110 -701.110 Widths72 +701-110 +70/-110 +70'-110 +701-110 +T01.110 +7a-110 -701.110 4rregolre 75.6 +701-110 +701.110 +70'-110 +701.110 +70/-110 +70'-110 aroand4he- 79.5780 +701.110 +701410 +7U'•110 -701.110 +70/-110 comer840 Hardware +701-110 -701.110 +70'-110 +701.110 7/8" NOM. 5/16" H/H SG 7/16" AIR SPACE — 1/8" A GLASS — a EXTERIOR —1 7/8' NOM. r 7/16" A/A SG 5/16" AIR SPACE- 1/8" A_ GLASS — aEXTERIOR GLASS TYPE 13 7/8"^NOM. [ -- 5116" H/H SG — 7/16" AIR SPACE- 1/8" T GLASS — a EXTERIOR -1 7/8" NOM. 7/16" A/A SG 5/16" AIR SPACE- 1/8" T_ GLASS — a EXTERIOR GLASS TYPE 14 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 APPLIES TO B, C OR D ANCHORS (SEETABLE 2) SEE ELEVATION ON SHEET 1 GLAZING NOTES: "A" = ANNEALED "H" = HEAT STRENGTHENED '' = TEMPERED "PVB" _ .090' TROSIFOLO PVB BY KURARAY AMERICA, INC. "SG' = .090" SENTRYGLAS ® INTERLAYER BY KURARAY AMERICA, INC. 1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 2) SEE TYPICAL GLAZING DETAIL ON SHEET 2. 5/16" H/H SG — 3/8" AIR SPACE- 3/16" A GLASS- EXTERIOR 718" NOM. GLASS TYPE 11 —�-{ 7/8" NOM. 7/16" A/A SG — 1/4" AIR SPACE- 3/16" A_ GLASS — a EXTERIOR NOTES: 1) BUCK DIMENSIONS SHOWN.- 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 'GLASS TYPES 9 THROUGH 16 MAY NOT SE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. �•{ 7M- NOM. 5/16" H/H SG- 3/8" AIR SPACE 3/16" T GLASS aEXTERIOR 7/16" A/A SG — 1/4" AIR SPACE 3/16" T GLASS a EXTERIOR GLASS TYPE 12 7/8' NOM. �•�- GLASS TYPE 16 m 05/15/17 - JR - NO z CHANGES THIS SHEET. > of Y ' o 0 C5 0 Q O v U N a...� O �o LID Z �Qx Hu T. W OER 000 0C9:� WZa C¢ aN Ohio 0 o � ¢ u1 o Z v Z � -, ~ LL O O ❑ a ® Z ❑ laays 0 --I ~ H Z a 0 Z ?„ WO aloos o ¢ Z ma U J Z u7 aIJ •*sa0 sauaS `ttt%I I I fill,/' -- -- LICENSE •. C(� ��'.•' * 1 No.58705 •� = 'ONALISt�� A. LYNN MILLER, P.E. P.EJF58705 EXTERIOR a ATTACHED TO I FRAMEJAMB Lr ATTACHEDI TO VENT L SIDE RAIL I FRAME Frame Wlght •Lock Points 1 26.500`—l6.499" 2 30.500••73.999' ' 3 74.000'-84.000" 4 VENT TOP RAIL ATTACHEDTO FRAMEJAMB ATTACHED TO VENT SIDE RAIL ATTACHED TO FRAMEJAMB FRAMEJAMB C Frame Hinge Height Length < 24.9!L 12' 25.000'-33.999' 16' 34.000'E3.899' ZO' 04.000'-84,000' 2(I• EXTERIOR a Frame Cry. Wlatlf Snubbers 2.615' ---�•� <3D.000' 2 30.001'48.000' 48.001'40.000' 1 3 4 2.583- O 1O FRAME HEAD .075" —� ,340` OHD VENT RAIL VENT BOTTOM RAIL (6 F� 1.168" 31S '�4- .17S 1.522` .175- o �7.. ---77775---4" .035"HID VENT —�—� 11 REINFORCEMENT 72 GLAZIING BEAD OS IG EXTRUDED NEFRAME —t--------------------------------- N� -- j I I �6 VENTSIDERAIL -- 1------------------------- L--- L-1 32 44 EXTERIOR HORIZONTAL HARDWARE JAMB LICTREVISED �plyingwith the Ffafi& p2_ oeid. LJL�J 1 FRAME SILL `7111 U t I ) ll LYNIVrrr IJA' VERTICAL N�1ENaF��l���' e HARDWARE VINYL AWNING WINDOW NOA (LM) 0 9/9/14 _ * : No. 58705 * _ o BOM & ASSEMBLY A om J ROSOWSKI �` NOTES: CERT. OF AUTH. g29296•'•.F<ORIDP.•' G\?� 1) NOT ALL OPTIONS ARE SHOWN. COPYRIGHT02017 1070 TECHNOLOGY DRIVE 05/15/17 - JR - NO CHANGES THIS SHEET. ���/ss/ONAL � \0\ PGT N. VENICE, FL 34275 INDUSTRIES. r�11IIn(11t ALL RIGHTS RESERVED (941)-480-1600 h AW-5540 N NTS N 9 OF 10 9 ze MD-5540A.0 ¢ ' B A. LYP E MI P.E. 58705 TABLE 7: Part Description Material 620126 JchanneI Frame PVC 620126 Flange Frame PVC K42 620127 Integral Fin Frame PVC 020128 Equal Leg/Box Frame PVC 620173 HD Vent Rail PVC 620164 HD Vent Reinforcement (Full Length) Alum. 6005-TS 6TP247 Weatherstrip, 65 +1-1 duro. Flex PVC 20 7024 Multi -Point Lock C Steel 21 7011 Multi -Point Lock Flat Support Plate C Steel 22 series with size Tie Bar C Steel 23 20222 Tie Bar Guide C Steel 24 7014 Multi -Lock Keeper C Steel 25 71024M1562PPFX #10.24 x 9/16' PhL PH Machine Screw SS 26 78)34PPTX410 #8 x 314" Phi. PH Tek SS 27 78X112PSAX #8 x 1-1/2' Phi. FH Tek SS 30 20239 Awning Scissor Operator C Steel 31 20240 Awning Narrow operator C Steel 32 7MC7034 Awning Scissor Operator Track SS 33 20267 Awning Narrow Operator Bracket C Steel 35 7030 Operator Gasket White Neoprene 36 7031 Operator Backing Plate C Steel 37 20253 Operator Cover 39 Standard Handle C Steel 40 7018 Folding Handle C Steel 41 7019 T-Handle (Thumbtum) C Steel 42 78X12PPMSX #832 x 1/7 PhL PH Machine Screw SS 43 78S34PFAX #8 x 314" PhL FH SS 44 78X1PSDX #Bx 1" Phh FH Tek SS 50 7032HD/16/20/28 Awning 4-Bar Hinge C Steel 57 71OX12PPMSX #10 x 1/2' Phi. PH Machine Screw SS 62 720256 HD Snubber Die-cast Zinc 63 78X12PPSMSX #8 x 1/2" Phi. PH SS 64 20187 Anchor Hole Plug PVC 65 720309 Around the Comer Hardware Package Steel 72 720135 Lami IG Glazing Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 78 71646N Setting Block (718" x 11 x 1/8"), 85 +/- 5 duro. EPDM 80 67006 Extruded Screen Frame 84 47040 Semen Comer Key 85 7CASPM Tension Spring 86 61816C34 Screen Cloth 87 61635/24 .140" Screen Spline Machine/Hand Rolled 90 620160A Frame Assembly Tube Alum. 6005 TS 91 620177 Shallow, Flush Cap PVC 92 620178 Deep, Flush Cap PVC 93 620132 Frame Assembly Tube End Cap r PVC EXTERIOR L? MITERED FRAME & VENT CORNERS MTH INTERIOR AND EXTERIOR WELDS VENT ASSEMBLY DETAIL 3.500" a 3.500- CO -EXTRUDED II CO -EXTRUDED WEATHERSTRIP WEATHERSTRIP - 2.880" 1 '*1_ II III 2.880" .075" II II 1 1 .075" .376" .219" J U 219" J OJ-CHANNELFRAME O FLANGE FRAME CO -EXTRUDED CO -EXTRUDED 2.880' 1 11 111 2.880- .075" --*-- II II 1 1 .075" .219° J y -- — - `J .219' J V OINTEGRAL FIN FRAME O EQUAL LEG/BOX FRAME FRAME OPTIONS I SCREEN DETAIL PRODUCl REVISED tm p rAyir g wf' ft Florid nui!ding Cud: Aeccpta,ee No ! -D 14•)�.3 2�D E.pimden Date ' FRAME '" ,iiam' adc Pruiacl ar ASSEMBLY DETAIL LY N CEN' :Q?• F' VINYL AWNING WINDOW NOA (LM) o 9/9/14 _= * No. 58705 o BOM & ASSEMBLY B om J ROSOWSKI ` NOTES: CERT. OF OF ((/ ,. "tORIOP1) �ss/O SOME PARTS #2- 4, APPLY. TS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PART #1. OTHER FRAME TYPES, 79, COPYRIGHT02017 TECHNOLOGY GY D 1070 TECHNOLOGY DRIVE 05/15/17 - JR - NO CHANGES THIS SHEET. 3) ITEMS # 5, 7-10, 12-14, 16-19, 28, 29, 34, 38. 45-49, 51-56, 58.61, 66-71, 73, 75-77, 81-83. 88. 89 & 94-99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL NC. PGT INDUSTRIES, INC. ALL RIGHTS RESERVED N. VENICE, FL 34275 (g41)-4b0-'I6�0 N AW-5540 o NTS - N 10 OF 10 o z MD-5540A.0 . i B A. L p E p I LEOR, P.E. 4) ENERGI PVC TO BE LABELED FOR AAMA EXTRUDER CODE. ,�, 4 -i<.• _ _. _ ` I DECEIVED AUG 0 3 201E ST. Lucie County, Permitting DEPARTMENT OF REGULATORY ALGID ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv PGT Industries, Inc. 1070 Technology Drive, O North Venice, FI.- 34275 FILE Dv 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 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 "5570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.T. APPROVAL DOCUMENT: Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets I through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. 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 and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 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 #15-1210.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0420.06 �f/r'�t j Expiration Date: April 14, 2021 fL Approval Date: September 28, 2017 / Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11106115, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS .201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Me., Test Report No.' FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16) 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) orge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/2016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.04) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6337 (samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. (Submitted under NOA No. 15-1210. 01) Jorge M. Plasencia, P.E.Prod ct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (cont.) 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19; 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107 04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas© (Clear and White) Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, CIear and Color PVB InterIayers", expiring on 07/08/19. Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition (2014) and FBC-6th Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No. 17-0387, dated 05/05/17, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 15-1210.01, issued to PGT Industries, for their Series "5570/2770" Vinyl Sliding Glass Door (Reinforced) — L.M.1.", approved on 03/03/16 and expiring on 04/14/21. . Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOA'S): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-6337, 6338. 8646-8649, 8652 & 8717, EXOVA-10-002-792(A) & 10-006-1 D231: CAMBRIDGE 535753-09; 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOTTIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF TABLE A, Group Anehor Substrate Frame Member Min. Edge Dlstanea Min. Embedment A 012. steel SMS (G5) or 410 S.S. SMS (min. 11 IlveadsM) P.T. Seuthom Pine (SG.0.55) Head/SI1VJamb 8/16" 1.318' P4-k 9116. 1.3/8• Aluminum, 606346' •12Y min. thickness Hoed1ShVJamb 318" 118' P•hoak 3/8• IMP Steel, A36' (0.060•min. thickness) Head1S6UJamb 3/8' 0.060' P•hook US, 0.06D' Steel Stud. A653 or. 33 0.071' min. WOno.. Head/SOVJamb 3180 0.071° 14 Ga.) P-hook 3180 0.071' (14 Ga. 1/4' Efco Ultmcon P•T• Southom )Pine (SG=0.55 Jamb 1' 1.3/0' P•hook 1" 1.218" 1/4' Ek. 410 S.S. CmtaFlex P.T. Southern Pine SG"0.55 Head/ShUJamb 1' 1.3/8' P-hook 1° 1.318' a #IZ steel %ood screw (G5J P.T. Southern Pine SG-0.56 HeadrSOVJamb ef18" 1.3/9' P•hook 9/16• 1-3/8' 1/4' El-Uitraeon Cancrote (rrdm 2.85 W) P-hook 1" 1.3/5' Head1SOVJamb 1.3/16' 1.318' Un9routed CMU, (ASTM C90 Jamb 1" 1-114' Pa,oak 1" 1-1/4" C 1/4' Efco 410 S.S. CrotePTex Ungroutod CMU, (ASTM C90 Jamb 1,/4° P-hook 1.314• 1-1W Carmrote m1n. 3.35 ks Heed/SiIVJamb 1-Uls' 1,V4- P-haok i' 1.3/4" 114' Elm 18-8 S.S. Aggro-Gamr Comrate Mn. 2.22 ks Head/SiIVJamb 1-1/2' 1-318" P-hook 1-112. "is, Ungrouted CMU, ASTM C-90 Jamb 2' 1-1/4' Pfioek T 1-114• P.T. Southern Pine (SG.0.55) Head/SI8/Jamb 1' 1-3/8' Paloak P 1-3/8' D 1/4' Eko Ultracon Concrete rein, 288 ks Head/SI8/Jamb 2.112' 1-3/8' P-haok 2412' 1.318• Ungmuted CMU, (ASTM C90 Jamb 2-1/2' i-1W P4roak 2-112' 1-1/4' rote 114' M. MO S.S. CFbx Conerote min. 3.35 ks Haad1SlNJamb 2.1f2" 1-314' P-hook 1 2-112' 1-W Er Un9reutad CMU• ASTM G80 Jamb 2-112' 1-1/4• P-hook 1 2-112' 1 1-114' IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, B2 ON SHEETS 7 & 8 GENERAL NOTES ............. I EXAMPLE CONFIGS.......... 2 INSTALL DETAILS..............3.6 DP/ANCHOR TABLES 7-8 EXAMPLE ............................9 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS.......11-16 PANEL TYPES ................... 17 EXTRUSIONS .....................18 ACCESSORIES ..................19 SCREEN DETAILS.............20 PARTS LIST........................21 • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES I STANDARDS USED: SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE (FBC), BTH EDITION INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAYBE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE GLASS/REINFORCEMENT. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT, 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2). VERIFY THAT THE OPENINGS REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. . 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. e2014 FLORIDA BUILDING CODE (FBC), 6TH EDITION ASTM E1300-09 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, AOM-2015 •AISI S100-12 •AISC 360.10 Material Min. Fy Min. Fe Sleet Screw 92 ksl 120 ksi 410 Screw 90 ksi 110 ksi Elco Aggre-Gator® 57 ksi 96 ksi Elco UltraConS 155 ksl 177 ksl 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksl 6053-TS Aluminum 15 ksl 22 ksl A36 Steel 30 ksl 58 ksl Gr. 33 Steel Stud 33 ksi 45 ksl .41 VINYL SLIDING GLASS DOOR NOA (LM) 3 GENERAL NOTES IGNT02017 PGTINDUSTIUES,ING z UPDATED TO FBC 2017, VINYL MFG. N. VENICE, FL 34275 NTS IAA 1 OF 21 IgI 10/05/1: J ROSOWSKI TO 04/05/17 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date By ���•` 1" LYNN4/1 /.,� No, 58705 *� S7A � I /jONALIIIIIII MD-5570.0 1q 1I A 11 A. LYNN MILLER, P.E. P.E.# 58705 MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 1 &2 MAX.. UN� HEIGHT PER TABLES 1&2 PER TABLES 1 &2 -1 / e 1 MAX. UNIT I� HEIGHT Ig PER TABLES I&2 1 3 1� e I 1i / ' / / / / I„ L PoI _J 2-PANEL 1-PANEL CONFIGURATIONS CONFIGURATIONS NOM. PANEL WIDTH MAX. UNIT WIDTH PER TABLES 1 & 2 I� MAX. UNIT HEIGHT PER TABLES I&2 1� J NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 &2 5-PANEL CONFIGURATIONS 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PAN PER TABLES 1 & 2 �- PER TAE MAX.. UNIT T ' HEIGHT PER TABLES 1& 2 1 f f a 1 MA) HE IE F Iw TABL rocl�r I" �r J 3-PANEL CONFIGURATIONS :L WIDTH LES 1 & 2 MA1C. UNI 1 WIU I ri 3 UNIT 3 3 GHT E SR1 & 2 A 4-PANEL CONFIGURATIONS MAX. UNIT WIDTI MAX. UNIT WIDTH NOM. PANEL WIDT NOM. PANEL WIDTH PER TABLES 7 -1 —& PER TABLES 1 &2 T T MAX.. UNIT - - HEIGHT PER TABLES 1 & 2 1 1 ° I MAX. UNIT 1� HEIGHT s PER zTABLES roc r IN 1 & 6-PANEL CONFIGURATIONS r CORNER, TYP. 1 OUTSIDECORNMSHOWRINSIDE CORNS swU MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 I 3 MAX. UNIT HEIGHT PER TAB{ILES 1 & 2 J� � cva v � v � v cva v w v cva v [va v i CONFIGURATIONS NOTES: "X" =OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN "O" = INOPERABLE PANEL "p" = POCKET POCKET CONFIGURATION CAN BE OXXXp. 2) 90" & 135" CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. t--DETAIL LETTER COrvwcxrex°ts rarlHousrwes. ALL RIGH75 RESERVED 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. ® 1070 TECHNOLOGY DR 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' SHEET NUMBER N. VENICE, FL 34275 (941)-480-1600 1 1� I rDDxR 1 8-PANEL CONFIGURATIONS DLO WIDTH = NOM. PANEL WIDTH-8-9/16" NOM. PANEL WIDTH = PANEL WIDTH + 1-3/16" DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2' VINYL SLIDING GLASS. DOOR NOA, (LM) 4 10/05/15 EXAMPLE CONFIGURATIONS 141 J ROSOWSKI IkI NO CHANGES THIS SHEET. R8104/05/171 NTS 121 2 OF 21 MD-5570.0 IR J PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiratio n DJatteee004M 4/2021 By ONY L.Nv No. 58705 �\ 0 A. LYNN MILLER, P.E. DETAIL Al 7FffiU 1X WOOD INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. TYP. ANCHOR TYPE, EMBEDMENT AND ` EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EMBEDMENT --L� EDGE DISTANCES o 1XOR2XWOOD 6 / BUCKSTRIP, SEE ANCHOR \ NOTE 3,SHEET 1 PLATE AT EVERY ANCHOR LOCATION \ i DETAIL A2 2X WOOD BUCKSTRIP OR INTO 2XWOOD FRAMING, SEE ANCHOR to NOTE 3, SHEET 1 RT TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER i SUBSTRATE,SEE TABLE A, SHEET 1 & 1 NOTE 3, BELOW JL EDGE DISTANCE — 1/4' MAX. EMBEDMENT DETAIL B1 ASTRAGAL FACING M. FRAME WIDTH REQUIRED IF DOOR HEIGHT IS OVER 9S' 28. O.C. DAYLIGHT to wTERIOR OPENING { (�1 WIDTH I � IOTE 6, SHEET DETAIL C1 INTERLOCK NOTE S. !SHEET (4) THRU KEEPER @ MA 3.5' O.C., SEE SHEET 1 DETAIL D1 INTO METAL 1 /4" MAX. TE 10 DIRECT! N It J 3a SEE NOTE 6, THIS SHEET 29 THIS SHEET EMBEDMENT — L_ q8 X 314' SMS REINFORCEMENT SCREW; 7 HORIZONTAL SECTION (XXX SHOWN) 63 PER STILE, LOCATED AT CENTERLINE AND 6, 9" & 12" FROM ENDS (FACTORY INSTALLED). DETAIL C2 DETAIL D2 ~' INTO MASONRY — — DETAIL 132 ASTRAGAL INTERLOCK ` FACING INT. DAYLIGHT REQUIRED IF DOOR 21 HEIGHT IS OVER 96' EMBEDMENT — 91 114" MAX. r1 OPENING WIDTH zz EDGE I INTERIOR I P" 1 DISTANCE I IIIj�III SEE NOTE 8, THIS SHEET 7 ze zT ze 2s 93 23 6 31 p o o EMBEDNMENT ANDPE EDGE DISTANCE PER SUBSTRATE, P lul SEE TABLE A, SHEET I �e 'HRU KEEPER @MAX " d e o d 1 & NOTE 3, BELOW I EXTERIOR O.C., SEE SHEET 19' L J PANEL WIDTH CONCRETE/CMU PER — — — — ASTRAGAL MAY BE HORIZONTAL SECTION (XO SHOWN) ANCHOR REQUIREMENT NSTALLED IN EITHER FIXED PANEL CLIP & INTER OR OR NOTES ANCHORS, SEE 1) DETAILS APPLY TO 2 SAND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES (SEE NOTE 6, THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION 8 SPACING, FOR & FGRALL LocKsnLEs, ASTRAGALS, FIXED O STILES AND O ANCHOR QUANTITIES, SEE TABLES 1 2. 4) CONTINUOUS ANCHOR PLATE, ITEM 98, IS REQUIRED AT ALL HOPoZONTAL RAU Z_ffz. FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. FOR 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL INTE CKS O 28 COPYMGWO2017 PGTWDIJSTRIES. ALL RIGHTS RESERVED 1010 TECHNOLOGY DR REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HD N. VENICE, FL 34275 7) SEE SHEET 20 FOR SCREEN DETAILS. (941)-480.1600 CERT. OF ALTM #29290 VINYL SLIDING GLASS DOOR NOA (LM) IgI 10/05/15 INSTALLATION, HORIZONTAL X-SECT. JA� J ROSOWSKI NO CHANGES THIS SHEET. rco 04/05/17 �O SGD-5570111 NTS 111 3 OF 21 N MD-5570.0 9A METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE DISTANCE ( EDGE DISTANCE II f,L TYP.ANCHORTYPE, J EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 0411412021_ •LYN!V "t '�. No.58705 i �• STATEOFr�f'•(V�� �ONAL IEN.�`� A. LYNN MILLER, P.E. P.E.0 68705 A DETAIL E1 TYP. ANCHOR TYPE, EMBEDMENT INTO MASONRY AND EDGE DISTANCE PER 1X BUCKSTRIP SUBSTRATE, SEE TABLE A, SHEET CONCRETE/CMU PERANCHOR 1 & NOTE 3, THIS SHEET EDGE _ DISTANCE REQUIREMENT EMBED - I'. MENT DETAIL E2 INTO WOOD 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT FRAMING, SEE ANCHOR AND EDGE DISTANCE PER NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET EDGE 1 & NOTE 3, THIS SHEET DISTANCE r— I 1/4" MAX 1/4" MAX. J s n 1X OR 2X W00 BUCKSTRIP, SEE So ANCHOR NOTE 3, SHEET 1 33 o / FOR / LOCKSTILES, ASTRAGALS. FIXED STILES AND _ HORIZONTAL ANCHOR PLATE AT RAILS EVERY ANCHOR LOCATION DAYLIGHT WTHISSHEET OPENING FRAMESEEHEIGHT HEIGHTNOTE 6, EXTEF G EXTERIOR O 81 OR 82 ug 8 a 23 OR 2a 1/4" MAX. 33 GROUTAS �I a NEEDED, SEE 13 50 ANCHORNOTE 2 5, SHEET 1 12 a u o ' 1/4" MAX. 1 6a� gc' 1 EMBEDMENT 114" MAX. DETAIL E3 INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE DISTANCE EMBEDMENT 1/4" MAX. DETAIL E4 INTO METAL IDADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, ZEDGEDISTANCE TABLE A, SHEET 1 EMBEDMENT 1/4" MAX ZJ zTYP. ANCHOR TYPE, EMBEDMENT AND / TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE [— EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET TABLE A, -SHEET 1 & NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, #8 X 3/4" SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM 48, IS REQUIRED AT CENTERLINE AND 9" FROM ENDS ALL FRAME ANCHOR LOCATIONS. (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SILL RISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR ' VARIES WITH EXACT DIMENSIONS. REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS 7&8. 2-1/2" = TOTAL SILL HEIGHT ---i ' ? i EDGE EMBED- EMBEDMENT MENT DISTANCE P• EDGE TYANCHORTYPE, TYP.ANCHORTYPI DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENTAND EDGE DISTANCE X2CONCRETE/CMU FRAMING, SEE ANCHOR EDGE DISTANCE PER SUBSTRATE, NOTE 3, SHEET 1 PER SUBSTRATE, CHOR REQUIREMENT DETAIL F1 SEE TABLE A. SHEETI&NOTE3, DETAIL F SEE TABLE A, SHEET 1&NOTE 3, INTOMASONRY THIS SHEET INrowODD THIS SHEET DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" .390 —►1 I+ .390 ---1Fes- 390� Fes— 'I(— E P 1 390 2.947 LI 1 1.793 2'370 4.041 SLY 823 � j 2.887 3.464 1.917 1- 060 .060 —j .060 L — .060—.-o--"— SILL RISER SILL RISER SILL RISER SILL RISER a2 (2-1/2" TOTAL 43 (3-1/2" TOTAL as (4-1/16" TOTAL 45 (4-518" TOTAL SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) ,41 VINYL SLIDING GLASS DOOR NOA (LM) c 10/05/15 o INSTALLATION, VERTICAL X-SECT. Jm J ROSOWSKI IGHT02017 PGTINDUSFRIES.INc. a1 NO CHANGES THIS SHEET. 04/05/17 N. VENICE, FL 34275 (941]1480-16D0" 'ISGO-5570111 NTS 111 4 OF 21 01MD-5570.0 PRODUCT REVISED as complying with tho Florida Building Code NOA-No. 17-0420.06 E.plratlon Date 04/14/2021 By�� LYNN 0CENSF' No.58705 •� ' STATE OF /ONAL EN�`��` liinllnii� A LYNN MILLER, P.E. REA58705 s •INTERIOR t25 ORCEf 4 INTERIOR 18.5' O.C. B (4) THRU KEEPER Q MAX / 3.5.O.C.. SEE SHEET 19 EXTERIOR \ \ 135° DETAIL G1 +\ F _ 135• �90,P INSIDE CORNER DETAIL 13b' OUTSIDE CORNER 2 Pao��®o THRU KEEPER 0 d MAX 3.5. O.C., �IEISHEET19ERIOR ' I --OR F <�T_ 7F NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 CORNER ASTRAGAL HORIZ. X-SECT. j� J ROSOWSKI S MPYRIGHT®4gt7 PC7INDLLSfRIES, INC. z NO CHANGES THIS SHEET. a$ 04/05/17 ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 RT. FAUTH. 600 rAn SGD-5570 NTS 4 5 OF 21 1941 MD-5570.0 az° A CERT. Of AUTH. If1Bte5 y y EXTERIOR V PRODUCT REVISED " complying with tho Florida Suiiding Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 Pa .• UcEasF No. 5870/5 ���� • S� 1 �FI � :'CVO: �0NAL i 1'k�� A. LYNN MILLER. P.E. P.E.958705 DETAIL 11 I DETAIL 12 OPTIONAL NON- ;. INTO MASONRY INTO MASONRY STRUCTURAL ANCHORS FOR i • :i � Q EDGE INTERIOR POCKET INTERIOR 21 zz TYP. ANCHOR TYPE, EMBEDMENT DISTANCE-' JAMB as s1 28 " @ . ANDSUBEDGE DISTANCE SEE TABLE R INTERIOR POCKETS MUST SEE FIG I, THIS SHEET � SHEET & NOTE 3, BELOW,.:';• �y 0 INCLUDE A NON-STRUCTURAL, t FRAME JAMB TO REDUCE THE 4' POSSIBILITY OF WATER 21 e . INFILTRATION. 0, 1!4"MAX. 0 17 OPT.EMBEDMENT-�nihmm t� POCKET BY OTHERS, SEE NOTE 6 BELOW. r EFABED • . • ,,1 EXTERIOR ME 1 OPT. 114" MAX. q ANCHOR SEE FIG 1, TYP. ANCHOR TYPE, EMBEDMENT EXTERwRCONCRETEICMU THISSHEET 31 "d AND EDGE DISTANCE PER EDGE PER ANCHOR n 21 SUBSTRATE, SEE TABLE A, SHEET 1 DISTANCE REQUIREMENT v & NOTE 3, BELOW INTERIOR POCKET EXTERIOR POCKET METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 INTO METAL EMBEDMENT EXTER lu EXTERIOR POCKET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEE7.1 & NOTE 3, BELOW 4CHOR NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 6) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EMBEDMENTI 1l4" MAX. SEE FIG THIS SHEI EDGE DISTANCE EXTERIOR EXTERIOR POCKET CONCRETE/CMU PER ANCHOR REQUIREMENT OPT. ANCHOR FOR DOOR HEIGHTS 96" AND LESS: at U q d FOR DOOR HEIGHTS OVER 98" f0 sl 21.9" MAX. O.C. 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 'T. ANCHOR DETAIL 14 INTO WOOD VINYL SLIDING GLASS DOOR NOA (LM) j�T P-HOOK EXAMPLES, HORIZ. XSECT. 1 IGHT02017 PGTINDUSTRIES, INC. rc NO CHANGES THIS SHEET. N. VENICE, FL 34276 (941)-480-1600 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/1412021 �'�, '�1GENSF'•.C��. I No. 58705 O ;C��,'••F�oRlo?•..•'G��� 10NALIE0\\� J ROSOWSKI a4� 04/05/17 �g NTS INI 6 OF 21 to $I MD-5570.0 z A A. LYNN MILLER PP. P.E.N 58705 TAR[ F 1 Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for. Glass Types 1, 1A. 3 or 3A Astragal Reinforcement #29 Lockstile Reinforcement #25 or #26 Sid. Interlock Reinforcement #27 Door Unit Height 80" M, 96" 68-15/16" DLO Height 72-15fl6" DLO Height 84-15116" DLO Height Anchor Group Anchor Group Anchor Group A 8 I C D A B I C D' A B C I D Design Pressure +60/-60psf +60/-60psf +60/-60psf 19-1/8" Head/Slll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24" DLO Width Jamb 5 5 5 5 5 5 5 5 5 6 5 5 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +60/-60psf +60/-60psf +60/-60psf 25-1/8" Head/SIII C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 q+1 q+1 q+1 q+1 G3+1 t v 30" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +60/-60psf +60/-60psf +60/-60psf c 31-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 a 36' DLO Width Jamb 5 5 6 5 5 5 1 5 5 5 5 5 b P-hook 7 7 7 7 7 7 7 7 8 8 1 8 8 0 DeslgnPressure +60/-60psf +60/-60psf +60/-60psf 37-1/8" HeadlSlll C3+1 I.C30 1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 1 42° DLO Width Jamb 5 5 5 5 5 5 5 5 5 6 5 rl: P-hook 7 7 7 7 7 7 T 7 e 8 8 Design Pressure +60/-60psf +60/-60psf +60/-60psf 43-118" Head/SIII C3+2 C3+1 1 C3+1 I C3+1 C3+2 W+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 48" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 6 1 5 P-hook 7 7 7 7 7 7 7 7 1 8 8 8 8 USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSERVALUES OF EITHERTABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2,3 AND 4.TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, /SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE / CONSIDERED, SEE TABLE BI, THIS SHEET. f # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TABLE B1: Water -Limited (+) Design Pressure Sill Riser Nom. Sill Height Max. (+) DP Allowed None 1-11/16° See Note 2 42 2-1/2" +38.7 psf 43 3-1/2" +60.0 psf 44 4-1116' +60.0 psf 1 45 45/8" +60.0 psf FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG(OH)LENGTHIS EQUAL TO OR GREATER THAN = 0 THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE DLO WIDTH = NOM. PANEL WIDTH-8-9/16" DLO HEIGHT = DOOR HEIGHT-11-1/16' PANEL HEIGHT = DOOR HEIGHT - 2-1/2" Al VINYL SLIDING GLASS DOOR NOA (LM) A 10/05/15 ju-T DP & ANCHOR QUANTITY TABLE m J ROSOWSKI �YRIORr®son rcrwousrales, mc. NO CHANGES THIS SHEET. H3 04/05/17 ALLwDrrrs aeseAveo 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)--480-1600 ' ISGD-55701 NTS 111 7OF21 hz MD-5570.0 A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04114/2021 Ely 11-�-- � `\``t tilun,rlrrrr' ANY LYNN� � LtCEN$F'�%o OP . ST�iE-YV�- iS G 'r7.S� l01VAL tE":��� A. LYNN MILLER, Re REA56705 _ TABLE 2' Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for. Door Unit Height Glass Types 2 or 80" 84" 95" 108" 120' 68-15116" DLO Height 72-15/16' DLO Height 84-15/16" DLO Height 96-15116" DLO Height 108-15/16' DLO Height Astragal Reinforcement#29 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Lockstile Reinforcement #25 HD Interlock Reinforcement #28 A I B I C D A B C D A 13 1 C I D A B C D A B C D Design Pressure +100/-10OPsf +100/-10OPsf +100/-100psf +60/-65psf +60/-65psf 191f8" Head/Slll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1• C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 b 6 6 6 6 6 6 6 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 1 10 10 Design Pressure +100/-100psf +100/-100psf +100/-loops! +60/-65psf +60/-65psf 25411l" Head/SIII C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 30° DLO Width Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +100/-100psf +100/-100psf +100/-100psf +60/-65psf +60/-65psf 31-1/8° Head/SIII C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 I C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 36' DLO Jamb 5 6 6 6 5 5 6 5 -• 5 5 7 5 8 6 6 0 6 6 6 6 Width t g P hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +100/-100psf +100/400psf +100/-100psf +60/-65psf +60/-65psf 37-1/8' Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 a 42° DLO Jamb 5 5 7 5 M 7 5 5 5 8 5 6 6 6 6 6 6 7 6 a Width P-hook 7 7 7 7 7 7 6 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +100/400psf +100/-100psf +92/-92psf' +60/-65psf +60/-65psf Z 43-1/8' Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48" DLO Jamb 5 5 7 6 5 5 8 6 5 5 9 5 6 6 7 6 6 6 8 6 Width P-hook 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 9 10 10 10 1 10 Design Pressure +BO / -60 psf +80/ -80 psf +80 /.80 Psf +60 / 65 psf +54.1 / •50.7 psf 49-1/8" Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 54" DLO Jamb 5 5 6 5 5 5 7 5 5 5 B 5 6 6 8 6 8 1 6 8 1 6 Width 1 P-hook 7 7 7 7 7 7 7 7 8 18 B 8 9 9 9 9 10 1 10 10 1 10 Design Pressure +80 /-80 psf +80/-80 psf +80 / -80 Psf +59.1 / -64 psf +49.6 / 53.7 psi 55-1/8" Head/Sill C5+3 C3+2 C5+3 C3 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 60" DLO Jamb 5 5 6 5 5 7 5 5 5 8WidthP q7-�l hook 7 7 7 7 1 7 1 8 B B 8 9 1 9 9 9 10 10 10 1 10 -+r-'IUU.0 t'Jt• rUt<ANGNUKUKUUrS U, G 0, U. TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. COPYRlcsr®20tT ParlRousrwEs, 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. nu wcttrs aEseavEo 1070 TECHNOLOGY DR 5) REFER TO ANCHOR NOTES, SHEET 1. N. VENICE, FL 34275 (941)-480-1600 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING CERT. OF AUM 629298 ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, /SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: = DOORASSEMBLIES INSTALLED WHERE THE w OVERHANG (OH) LENGTH IS 2 EQUAL TO OR GREATER THAN O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TARI r- RV' Water -Limited (+) Design Pressure Sill Riser Nom. Sill Height Max. (+) DP Allowed None 1-11/16" See Note 2 42 2-112" +38.7 psf 43 3-1/2' +60.0 psf 44 4-1116' +80.0 psf 45 4.5i8" +100.0 psf DLO WIDTH = NOM. PANEL WIDTH - 8-9116" DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT-2-1/2" VINYL SLIDING GLASS DOOR NOA (LM) OP & ANCHOR QUANTITY TABLE 1A.11 J ROSOWSKI NO CHANGES THIS SHEET. �gd 04/05/17 12011 SGD-5570 NTS s 8 OF 21 0 MD-5570.0If eA A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expirations Data 004114/2021 By LYNNl�%� z�(� .A, No.58705 I0NAL A. LYNN MILLER. P.S. P.E.# 58705 EXAMPLE: 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48" X 84" NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +48.2/-58.6 PSF OPT. ANCHC TO AID AUGNMEI' EXTI C OPT.ANCHC TO AID ALIGNMEI P-HOOK ANCHORAGE DETAILS LI FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE CENTERLINE , 0 INTERIOR POCKETS OF INTERLOCK —+-I I M6-om- �OF PANEL POCKET BY OTHERS, SEE NOTE 6, SHEET 6 ANCHORAGE, SHEET I2 •C3'DLD3TER, SHEET 12 SEE POCKET JAMB EXTERIOR SPLICE NOTE: INSTALLATION ON NONSTRUCTURAL ANCHORS MAY SHEETS BE ADDED IN -FIELD AS NEEDED TO ^ ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR 8" CENTERUNE MAX. OFPANEL I POCKET BY o 0 OTHERS;SEE NOTE 6, o 0 SHEET6 —7 +2• 1 ANCHORAGE, SHEET 11 .C3- CLUSTER, SHEET 11 21.6' FRAME JAMB SEE POCKET JAMB MAX REQUIRED (d INSTALLATION ON O.C. INTERIOR POCKETS SHEETS 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.21-58.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +601-80 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. 6'MAX. JAMB ANCHORAGE DETAILS A) -SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 10 FOR SPECIFIC GLAZING TYPES. C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. F) SHEET 21 FOR A BILL OF MATERIALS. FOR WOOD INSTALLATION USING ANY Head/S01 C3+2 ANCHOR IN GROUP A (SEE TABLE A), TABLE I Jamb 1 5 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hook 1 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL. HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. SILL (CLUSTER ANCHORS): SHEET 11 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCKIASTRAGAL. SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL LAYOUT. j�T- 3) INSTALLATION DETAILS INTO WOOD CAN COPYRIWffm 2C77 POT INWSTWE3, INC BE FOUND ON: uL RiOHTS RESEavED HEAD & SILL: SHEET 4 1070 TECHNOLOGY DR JAMB: SHEET 3 N. VENICE, FL 34275 (941)-480-1600 P-HOOK: SHEET 6 CERT. OF AUTH. 020229 r CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OFWTERLOCKANCHOR INFORMATION.CENTERUNE {.CENTERLINE OF PANEL I OFPANEL3 SHEET 12 •C3" CLUSTER, SHEET 12 HEAD ANCHORAGE DETAILS PXXX (3-TRACK) �CENTERLINE OFINTERLOCK CK *2, 25-3I8' MAX. F6• +2"ANCHORAGE, MAX. SHEET I2 EXTERIOR END ANCHORAGE (MIN.1 ANCHOR) 15 CENTERLINE SEE FIGURE BELOW FORADOITIONAL - INTERLOCK ANCHORINFORMATION. CENTERLINE CENTERLINE OF PANEL 2 t--OFPANEL 3 SHEET 11 SILL ANCHORAGE DETAILS PXXX (3-TRACK) END PANEL ANCHOR EXCEPTION: 25-3/& MAX- --2-ANC! END ANCHC (MIN_1 AN DISTANCE TO NEXT CLUSTER TO BE 25.318, O.C. OR LESS 2 CENTERUNE OF END PANEL FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25-3/8', OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: VINYL SLIDING GLASS DOOR NOA (LM) $ 10/05/15 STRAIGHT DOOR EXAMPLE Am J ROSOWSKI NO CHANGES THIS SHEET, OM 04/05/17 NTS W 9OF21 1941 MD-5570.0 6• MAX. EXTERIOR PRODUCT REVISED as ""ftIn with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 ����11NYILYNN * No.58705= '11'SS 10NAL IIIIIII A. LYNN MILLER. P.E. P.E#58705 7/16" NOM. 311 6" HS GLAS .090" PVI 3116"ANN GLASS a EXTERIOR I� PRODUCT IS "EXTERIOR - GLAZED" IF #80-81 IS TOWARDS THE EXTERIOR I I <D INTERIOR I PRODUCT IS "INTERIOR- I GLAZED° IF #80-81 IS TOWARDS THE INTERIOR SEE NOTE 2, THIS SHEET GLASS TYPE 1 .- 7/16" NOM. 3/1V HS GLASS - .090, PVB PAINTED/ 31116" HS GLASS - LAMINATED SURFACE OO 81 1j ExTENOR I - \ HI PRODUCT IS"EXTERIOR- 7/8" NOML GLAZED' IF #80-81 IS U S TOWARDS THE EXTERIOR. I SITE I a INrERIaR PRODUCT IS "INTERIOR- I 79 GIAZEW IF 080-81 IS TOWARDS THE INTERIOR 85 SEE NOTE2 THIS SHEET 7/16" NOM. 3116" HS GLAS .090' S( PAINTED/ 3116" HS GLASS LAMINATED SURFACE OOR 81 Z EXTERIOR I - a — PRODUCT IS-EXTERIOR- 7/8' NOM. GLAZED' IF #80-81 IS GLASS TOWARDS THE EXTERIOR I BITE I aINTERIOR I PRODUCT IS'INTERIOR- 'I 79 GLAZED' IF #80-81 IS TOWARDS THE INTERIOR 85 SEE NOTE Z THIS SHEET GLASS TYPE 1A 3116" HS GLASS .090" PVB 3116" ANN GLASS 7/16" AIR SPACE '3/16" T GLASS PAINTED/ LAMINATED SURFACE az Res a EXTERIOR \ PRODUCT IS "EXTERIOR D L 7/8" NOM, GLAZED" IF 082-83 IS GLASS TOWARDS THE EXTERIOR SITE I (LJ INTERIOR I PRODUCT IS'INTERIOR- 79 GLAZED" IF #82.83 IS TOWARDS THE INTERIOR a5 II SEE NOTE 2, J THIS SHEET GLASS TYPE 2 "vV,•� STRUCTURAL •••--• --• •- - 1-1/16' NOM. SILICONE 3/16" HS GLASS 3/16' HS G� STRUCTURAL 3/16" NOM. POLYISOBUTYLENE 1/4' NOM. FOAM .090" PVB .099, WITH WITH DESICCANT WITH 3/16° HS GLASS 75 76 3116° HS GLi EXT. GLASS EXT.GLASS 7116'AIRSPACE 77 78 7/16"AIRSPA 3/16' T GLASS —\ %3/16" T GU 75 KODISPACE 4SG TPS Burn & DESICCANT FOAM EXT. GLASS -\, GLASS �INT. GLASS a EXTERIOR PRODUCT IS'EXTERIOR- I SUPER GLAZED" IF#82-831S TOWARDS THE EXTERIOR 8SPACERONXTTN I 'i.cmovl POLYIE- BUTYLE 7 SE ROLL -FORME STAINLESS STEE EXT. GLASS "V/,,- —INT. GLASS DURASEALO 77 SPACER G] INTERIOR PRODUCT IS INTERIOR- """-'"' IT FILL AREA GLAZED' IF #82.83 IS ill 6" NOM. TOWARDS THE INTERIOR. ICONE SEAL SEENOTE2. J THIS SHEET XL EDGE"" 78 SPACER PAINTED/ MINATED 80 SURFACE EXTERIOR / \ PRODUCTIS-EXTERIOR- DNOM. 7/8' GLAZED' IF #82.83 IS I GLASS TOWARDS THE EXTERIOR, I INTERIOR PRODUCT IS'INTERIOR- 7B GLAZEWIF#82-831S TOWARDS THE INTERIOR 88 SEENOTEZ THIS SHEET GLASS TYPE 3A NOTES: 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. GLASS 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED, PROVIDED THAT THE "HS" SURFACE COPYRIGHT®2017 POT INDUSTR ES, OF A LAMINATED GLAZING UNIT IS ALL RIGHTS RESERVED ADHERED TO THE GLAZING LEG. 1070 TECHNOLOGY DR N. VENICE, FL 34275 1-1/16" NOM. 1-1/16' NOM. / PAINTED/ LAMINATED SURFACE D 7GLAS BITE \ I GLASS TYPE 3 "ANN" = ANNEALED "HS" = HEAT STRENGTHENED -r = TEMPERED 'PVB" =.C90' TROSIFOL® PVB INTERLAYER BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLASO INTERLAYER BY KURARAYAMERICA, INC. PRODUCT REVISED as complying with the Florida / PAINTED/ Building Code LAMINATED NOA-No. 17-0420.06 SURFACE Explratien Date 04114/2021 1 'I- GLASS TYPE 4 7/8" NOM. GLASS SITE VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 GLAZING DETAILS gym* J ROSOWSKI NO CHANGES THIS SHEET. o Q04/05/17 NTS 1=1 10 OF 21 I9 z1 MD-5570.0 LYN4(4, �'C ,. ' LICENSE'•. C(� i. No.58705 / �O%%. TEOF !(/. ZONAL L VN A. LYNt� MI LL 1E%K PE. REA 58705 ' SILL CLUSTER ANCHORS LAYOUT: ASTRAGALOR INTERLOCK CENTERLINE 4n o EXTERIOR 15 2-TRACK CLUSTER'C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4" CENTERLINE 0 4 EXTERIOR —b'+ 3.22" 3-TRACK CLUSTER'C3' ANCHORLOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" e EXTERIOR 3.22" 4-TRACKCLUSTER 'CT ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4° EXTERIOR 2-TRACK CLUSTER'C5' ANCHOR LOCATIONS ASTRAGALOR INTERLOCK 4v CENTERLINE 0 EXTERIOR 3.22" 3-TRACK CLUSTER"CS ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" 0 0 EXTERIOR 3.22" I/ 4TRACKCLUSTER 'C5' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK rx DISTANCE IS 2.375" 0213,5.1 FOR ALL SILLS: FIGURES PERTAIN TO THE FOLLOWING SILL CLUSTER ANCHOR LOCATIONS: SILL'1+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE P��- EXTERIOR 15 2-TRACK INTERMEDIATE +T' ANCHOR LOCATION PANEL CENTERLINE EXTERIOR 3-TRACK INTERMEDIATE '*'I' ANCHOR LOCATION PANEL CENTERLINE 0 EXTERIOR 4-TRACK INTERMEDIATE +V ANCHOR LOCATION ]�GV COPYRIGHT02017 PGTINDUSTRIES. FL 34275 1-1600 PANEL CENTERLINE 4" EXTERIOR 15 2-TRACK INTERMEDIATE '+2' ANCHOR LOCATIONS PANEL CENTERLINE 4" EXT��ERLLIOR �J 3-TRACK INTERMEDIATE +2' ANCHOR LOCATIONS PANEL CENTERLINE IS EXTERIOR 15 4-TRACK INTERMEDIATE '+2' ANCHOR LOCATIONS 4Le,e Head/Sill +1 AAl a5 loo—k 7 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS A NO CHANGES THIS SHEET: PANEL_ 4" EXTJERIRIOR V 2-TRACK INTERMEDIATE '+3' ANCHOR LOCATIONS PANEL CENTERLINE 4" EXT(ERIOR •may 3.22" V &TRACK INTERMEDIATE +3' ANCHOR LOCATIONS )' E —_ Mil 4-TRACK INTERMEDIATE "+3' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SJiOWN ARE BAS D ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375° 2.375" FORALLSILLS: i IgI 10/05/15 JROSOWSKI NTS ICI 11 OF 21 IM MD-5570.0 04/05/17 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 explr.u.. Oat. 04/1412021 `LLLI I T I II Tt/LYNAI * No.58705 ;O�''I:��, .• SLATE OF S70NAL E� \ . ''tt11111111 L` A. LYNN MILLER P.E. P.EJt 5370S HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK 4" CENTERLINE EXTERIOR 2-TRACK CLUSTER•C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" EXTERIOR 3 22" 3-TRACK CLUSTER'CT ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK— 4" CENTERLINE TERIOR 3.22- IG 4-TRACK CLUSTER 'C3'ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4" CENTERLINE EXTERIOR 3.22" 15 2-TRACK CLUSTER'C5' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" EXTERIOR —+•+ 3.22" ID &TRACK CLUSTER'CS' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK — CENTERLINE TERIOR 4TRACKCLUSTER -05'ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL HEADS: FIG RESPERTAIN TO THEFOLL WING HEAD CLUSTER ANCHOR LOCATIONS. r1�Ddlslu C31 Jamb 5 P-hook I 7 HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE EXTERIOR rl 2-TRACK INTERMEDIATE °+1' ANCHOR LOCATION PANEL CENTERLINE EXTERIOR fL 3-TRACK INTERMEDIATE ANCHOR LOCATION PANEL CENTERLINE EXTERIOR 4-TRACK INTERMEDIATE '+1' ANCHOR LOCATION N. VENICE, FL 34275 (941)-48D-1600 a10. om h� OA PANEL CENTERLINE 4" EXTERIOR 3.22' 2-TRACK INTERMEDIATE '+2' ANCHOR LOCATIONS PANEL CENTERLINE 4.75' EXTERIOR •TL. 3-TRACK INTERMEDIATE \/ ".2' ANCHOR LOCATIONS PANEL CENTERLINE EXTERIOR 1 y 4-TRACK INTERMEDIATE'+2' v ANCHOR LOCATIONS PANEL 4" CENTERLINE EXTERIOR V 2-TRACK INTERMEDIATE '+3' ANCHOR LOCATIONS PANEL CENTERLINE 4„ EXTERIOR 3.22" �L 3-TRACK INTERMEDIATE '+3' ANCHOR LOCATIONS CENTERLINE TERIOR ID 4-TRACK INTERMEDIATE'+3' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" t2.375" FOR ALL'HEADS: VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 ANCHOR LOCATIONS B 1 J ROSOWSKI jil NO CHANGES THIS SHEET. 1a9104/05/17 1 NTS 111 12 OF 21 P.II MD-5570.0 PRODUCT REVISED as eom 1ying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date04/1412021 NY'LY N�/ ��': * : No. 58705 •� / 0;k\ sT •:c<OR......• -,,'O/VAL A. LYNN MILLER, P.E P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW: FIGURES PERTAIN TOTHE FOLLOWING JAMB ANCHOR LOGTONS: — 2.375° — 4,76" ' 7.125" MAX. 21.8" 21.8" HeadlSill Jamb C3+1 5 MAX MAX P•hook 7 O.C. TRIOR O.C. EXTERIOR OPT. ANCHOR TO AID IN ALIGNMENT NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY 6° BE LOCATED IN ANY ADJACENT TRACK MAX.AX MAX. (SIMILAR TO THE 2 TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD JAMB ANCHORS I 3-TRACK FRAME JAMB ANCHORS 4-TRACK FRAME JAMB ANCHORS NUMBER OF ANCHORS, THE MAJORITY MAY ' BE TOWARD THE INTERIOR OR EXTERIOR. OPT. ANCHC TO AID ALIGNMEI .. NOTES: 1) SEE TABLES 1 $ 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. Va HeadlSlll C3+1 Jamb 5 P-hook 7 21.6° MAX ' O.C. EXTERIOR AX. I 2 TRACK FRAME"P JAMB JAMB (3) WEEP NOTCHES (4) WEEP NOTCHES PER END @ 1"X.500" PER END @ 1"X .500" ( SILL SILL EXTERIOR (� EXTERIOR (3) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190°; f (6) TRACK WEEP HOLES _ (1) WEEP NOTCH EVERY EVERY 24" @ 1.125" X .190'; 24" @ 1.375° X .500" (1) WEEP NOTCH EVERY 24" @ 1.375" X.600" SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS JAMB SILL , (5) WEEP NOTCHES PER END @ 1° X .500" (10) TRACK WEEP HOLES \\ EVERY 24" @ 1.125" X .190"; (1) WEEP NOTCH EVERY 24" @ 1.375"X .500" VINYL SLIDING GLASS DOOR NOA (LM) c 10/0511: ANCHOR LOCATIONS C 14 J ROSOWSKI inNr®mn Par wousrmEs.wc � NO CHANGES THIS SHEET. H 04/05/17 N. VENICE, FL 34275 NTS 111 13 OF 21 I191 MD-5570.0 PRODUCT REVISED as com iying with the Florida Building Cade NOA-No. 17-0420.06 Expiration Data 04/1412021 `ON CENSN��C''�i No. 58705 .(� TE F .•' �. S�ONAL I00"' A LYNN MILLER, P.E. TAIN TO TI-E HEAD 90' CORNER CLUSTER ANCHORS LAYOUT: SILL 900 CORNER CLUSTER ANCHORS LAYOUT: FOLLOWING SO- CORN RSOL ANCHOR LOCATIONS: vim 90° L4' 4„"4" ,4 4" 4" HeedlSill 1 30 EXTERIOR 3•22 EXTERIOR Jamb 5 P•hook 1 7 2-TRACK 90•CORNER 2-TRACK90•CORNER 'C4°ANCHOR LOCATIONS 'C6' ANCHOR LOCATIONS 2-TRACK SO -CORNER EXTERIOR 2-TRACK 90'CORNER EXTERIOR (USE WHERE'C3' IS SPECIFIED) (USE WHERE'CS' IS SPECIFIED) 'C4' ANCHOR LOCATIONS 'C6' ANCHOR LOCATIONS (USE WHERE -CZ' IS SPECIFIED) (USE WHERE TS" IS SPECIFIED) V 0 6, &3.22- 4" PRODUCyCT REVISED 4"as au com lyin With the Florida NOA-No. 17-0420.06 Po 0xpiration Date 04/14/2021 4" 4- 4�'4"BY l i> Miam -D a Product Control IOR 3.22" EXTERIOR 3.22" 3-TRACK 90• CORNER �I�II, 3•TRACK 90' CORNER ,Ij��, 3-TRACK So* CORNER EXTERIOR 3.TRACK90'CORNER EXTERIOR 'C4"ANCHORLOCATIONS V 'CO' ANCHORLDCATIONS V •C4'ANCHOR LOCATIONS '11' ANCHOR LOCATIONS (USE WHERE 'CT IS SPECIFIED) • (USE WHERE 'CS- IS SPECIFIED) (USE WHERE 'Cr IS SPECIFIED) (USE WHERE'C5' IS SPECIFIED) ID 1 F1 M Fi N 1 �.�ONY LYNIy 4" 4, 4° 4" ��.• OCENSF!LJ�C`t� 4' o �No. 58705� 4" 4" o O•:�t �TE I� ••��: ) 3.22" 4"R4X-TRACKSO'CORNER 3.22"iS70 ENG��� 4-TRACK 90'CORNER EXTERIOR ¢TRACK 90' CORNER EXTERIOR 4-TRACK 90'CORNER EXTERIOR EXTERIOR �IIIiNAL"C4•ANCHOR LOCATIONS °C6'ANCHORLOCATIONS •C4'ANCHORLOCATIONS LOCATIONS (USE WHERE'C3' IS SPECIFIED) (USE WHERE IS SPECIFIED) (USE WHERE °C3• IS SPECIFIED) (USE WHERE IS SPECIFIED) A. LYNN MILLER P.E. i NOTES: P.E.0 68705 FIGURES PERTAIN TO THE FOLLOWING 00•CORNER 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: 4 VINYL SLIDING GLASS DOOR NOA (LM) c 10/05/15 90° 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE ANCHOR LOCATIONS D a� J ROSOWSKI SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. PUT H9atl/Sill C 1 Jamb S 3)TRACK-TO-TRACK coPrRlGHro2air PGTwousmEs,INC. rc NO CHANGES THIS SHEET. AM 04/05/17• P-hook 7 DISTANCE IS 2.375" t2.375.1 tV2.375' ALL RIGHTS RESERVED 1070 TECHNOLOGY FOR ALL HEADS AND SILLS: 5 �o N. VENICE, FL 3427 (941)-480-1600 SGD-5570 1 NTS 111 14 OF 21 i MD-5570.0 A CERT.OF AUTH. M298 HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: g��' 2-TRACK 135' CORNER "C4' ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 4" I- = I 3-TRACK 135' CORNER "Gi' ANCHOR LOCATIONS (USE WHERE -C3- IS SPECIFIED) EXT2E�RIIOR 4-TRACK 135' CORNER v 'C4" ANCHOR LOCATIONS (USE WHERE -C3- IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWWG 135- CORNER HEAD ANCHORUXATKINS: Head/Sill C31 Jamb 5 P-hook 7 4" EXTERIOR 3 2-TRACK 135' CORNER 'C6' ANCHOR LOCATIONS (USE WHERE 'CS' 15 SPECIFIED) SILL 135° CORNER CLUSTER ANCHORS LAYOUT: 4" i o 4° EXTERIOR 2-TRACK 135' CORNER "C4' ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) EXT�ElRLI,OR EXTrnRRIOR — 3 22° V 3-TRACK 135' CORNER 3-TRACK 13S' CORNER 'CS' ANCHOR LOCATIONS •C4' ANCHOR LOCATIONS (USE WHERE -CS" IS SPECIFIED) (USE WHERE "C3" IS SPECIFIED) 4" 4° 4" o EXTE�-R1IOR o EXTERIOR 4-TRACK 135-CORNER v 4-TRACK 135' CORNER 'CB' ANCHOR LOCATIONS "CO ANCHOR LOCATIONS (USE WHERE "CS' IS SPECIFIED) (USE WHERE'C3' IS SPECIFIED) NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK DISTANCE IS 2.375° t2-375" t2.3175.FOR ALL HEADS AND SILLS: FIGURES PERTAIN TO THE I FOLIOWINO 135' CORNER SILL ANCHOR LOCATIONS: 135° 0 4° o Head/Sill 1 ipami Jamb 5 4" EXTERIOR P-hook 7 2-TRACK 135'CORNER 'C6" ANCHOR LOCATIONS (USE WHERE 'CS' IS SPECIFIED) 4" ° PRODUCT REVISED 4" as Com lying With the Florida Building Code NOA-No. 17-0420.06 4o Expiration Date 04/1412021 % EXTERIOR BY-- j 3 22 „ Miamdi-Daa uet Control 3•TRACK 135- CORNER 'CS" ANCHOR LOCATIONS (USE WHERE 'CS' IS SPECIFIED) E4"# �`IY . Y/VNNo.58705 l� TE O, :'i(�`t5� .. <oRIDA..•' ���� 4-TRACK 135' CORNER v /'ONAL ENG\`• 'CS' ANCHOR LOCATIONS If,, I I I 1111 1 1 1 (USE WHERE -CS- IS SPECIFIED) A. LYNN MILLER, P.E. P.Ep 58705 VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 ANCHOR LOCATIONS E 14, J ROSOWSKI TtIGHrl3z61T PGTINDusTRIEs,wc. NO CHANGES THIS SHEET. ao 04/05/17 ALL RIGHTS RESERVED 070 TECHNOLOGY DR �g N. VENICE, FL 34275 (941)-480-1600 SGD-5570 NTS 111 15 OF 21 ji MD-5570.0 $ A CERT. OF AUTH. 429299 TAflNTOl- HEAD SPLICE ANCHORS LAYOUT (a), INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT (a), INTERLOCK OR ASTRAGAL: I F SPLI�CFDPSIRLLMCHORLOCATIW:SO SPLICE LOCATION 4" EXTERIOR V 3 22" 2-TRACKSPLICE 'C4' ANCHOR LOCATIONS (USE WHERE'CT IS SPECIFIED) SPLICE LOCATION 4.75' EXTERIOR 4- 3-TRACK SPLICE ID 'C4' ANCHOR LOCATIONS (USE WHERE-C3' IS SPECIFIED) 4.75' 4-TRACK SPLICE 'C4' ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING SPLICED HEAD ANCHOR LOCATIONS. Haad/Sill q 1 Jamb 5 P-hook T 7 SPLICE SPLICE SPLICE LOCATION 4" LOCATION 4" LOCATION 4" q 1 EXTERIOR — 3,22" EXTERIOR EXTERIOR HeadTillJamb 5 2-TRACK SPLICE �I'Ty 2-TRACK SPLICE 1 'CVHOR2-TRACK SPLICE LOCATIONS '04'ANCHORLOCATIONS v °CVANCHOR LOCATIONS P-hook 7 ANC (USE WHEREHOR IS SPECIFIED) (USE WHERE 'CT' IS SPECIFIED) (USE WHERE -C6' IS SPECIFIED) SPLICE LOCATION 4' EXTERIOR 3.22" 3-TRACKSPLICE M. ANCHOR LOCATIONS (USE WHERE'C5' IS SPECIFIED) TERIOR 3,22 4-TRACK SPLICE "C6' ANCHOR LOCATIONS (USE WHERE"CS• 13 SPECIFIED) —6-1 1-- 3-TRACK SPLICE 'C4' ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) SPLICE LOCATION 0 EXTERIOR 3.22" �L 4-TRACK SPLICE V/-C4'ANCHOR LOCATIONS (USE WHERE -C3' IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 8. 3) TRACK -TO -TRACK DISTANCE IS 2.376" 2.375' 2.375 FOR ALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SPLICE LOCATION 4" EXTERIOR 4' 3-TRACKSPLICE 'CS' ANCHOR LOCATIONS (USE WHERE'C5' IS SPECIFIED) SPLICE LOCATION 4" 0 EXTERIOR 3.22" 4-TRACID KSPLICE ANCHOR LOCATIONS (USE WHERE'C5' IS SPECIFIED) )70 TECHNOLOGY DR N. VENICE, FL 34275 PRODUCT REVISED as complying with the Florida ',rI •` nidiag Code NOA-No. 17-0420.06 Expiration Data 04/14/2021 `\\\1111II111 ,� r' `\\� BONY LYNN � � C1�,• \,ICENSF • ��� � No. 58705 S T1- .n •._TIEOFro A. LYNN MILLER P.E. P.E.# 58705 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS F jj.'j J ROSOWSKI a NO CHANGES THIS SHEET. 9a 04/05/17 ¢ as O, 5 SGD-5570 ,4 NTS 16 OF 21 1�MD-5570.0 az A PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE INTERLOCK SINGLINTERLOCK INTERLOCK FIXED STILE LOCKSTILE WMANDLE ASTRAGAL BOX OUT ASTRAGAL BOXIN OUTSIDE 90' ASTRAGAL RECEIVER INSIDE 90 ASTRAGAL OUTSIDE135' ASTRAGAL INSIDE135' ASTRAGAL INTERIOR OR OUT IN RECEIVER RECEIVER RECEIVER EXTERIOR GLAZED SINGLE INTERLOCK �E F PP K L L TC TA T / j �/ I/ {/ TW OUT (eoxourl (aoxwl SINGLE INTERLOCK S H P A C C SC SA S V SW LV IN ("am (eoxu0 n FIXED STILE R/ \Q / 0 ® S rooxoDq S (eaxw) FC a D FV FV J LOCKSTILE® ii/I J J � W/HAPIDLE im (o ASTRAGAL OUT LR T LL BOX reoxouq (nozo x ASTRA GALIN N T U W —I cn BOX ox ASTRAGAL STRAGA ^ ( _ T C� %nox � W z RECEIVER v V A T AS DF dASTRAGAL RECEIVER � OUT. 13 AL ASTRAGA VT �a1 VS VF RECEIVER IN 735* ASTRAGAL WT WS y 1q,F � RECEIVER LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "I"' SHOWN. PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETA)LS SHEET 10. �k-?7. C0PYRIGM®2077 PGTINDU87771E3, INC. ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480.1600 SCREEN PANEL TYPES DOUBLE C INTERLOCK ASTRAGAL DOUBLE /V/ LOCKSTILE �.�„„�,.� INTERLOCK JLOCKSTILE I _rwwwL_d_ ASTRAGAL SD SINGLE DOUBLE INTERLOCK INTERLOCK DOU A INTERLOCK �-''""""""""'-� LOCKSTILE. UASTRAGAL d LOCKSTILE DS DOUBLE SINGLE WTERLOCK INTERLOCK VINYL SLIDING GLASS DOOR NOA (LM) IMI 10/05/V PANEL TYPES 114-1 J ROSOWSKI NO CHANGES THIS SHEET. as 04/05/17 ao 3GD-5570 ® NTS S 17 OF 21 O i MD-5570.0 1i A PRODUCT REVISED as eomplying with the Florida Building Code NOA-No. 17-0420.06 Expiration Dato 04/14/2021 `��•�% �NY I LY NN ��'�.,. ��., • L\CENSF • .l�tn ND.58705 -;031�f Q_ O� STATE OF • l(/�: A LYNN MILLER, P.E. P." 58705 5.875 10.635 540 IFL •291 061 100 .125 161 •550 Di 600 Ft 1.812 p p p "1.681 i062 930 r 1.928 m-I®®-1 7Q COV R(PVC)W 8O ANCHOR PLATE 0 TRACKINSERT 10 WENDED POCKET Qt RLOCK CAP, 2 TRACK HEADMAMB © 4 TRACK SILL 8250 j 8.250 rffi 100 El .100 d�C-�n a Cr�®� 1.681 @ 3 TRACK HEADIJAMB ® 3 TRACK SILL 10.625 5.875 OO�O O 100 py 1� 3 G �® LnJ U 1 I ❑ .681 ❑.100 d O5 4 TRACK HEAD/JAMB O2 2 TRACK SILL -�{ 1.570 F- 1.625 2.833 2.368 -�I I••d-.188 110 I--.- -i 1.000 252 231 060 �•j 2.060 ,LI 062 1.8r13 .949 1.435 ��y-�---*-j., I L 1.983 F-_ .062 I A60 11 BOTTOM RAIL 12 OUTER SILL 13 SILL TRACK 17 P-HOOK ADAPTOR Q SUPPORT COVER COVER .762 5.178 100 .080 18 P-HOOK 094 125 540 540 291 .061 r •229 � 2.975 1 r 2.141 � 1 3.000 _ j L J .626 .500 Imo•- 2.607 --1� 075I 1.406 19 KE KEEPER KEEPER Q BAR COVER BAR Q REINFORCEMENT Q FIXED PANEL CLIP �q PLATERCEMENT 1.695 r- 1.595 r- �- 309 3.483 2.698 T j Ir 125 2.768 •400 2.768 2.025 .312 070 2210 300 i I n .120 g 'I �.-- •182 .120 I a-.182 2.291 I .100 TOP,BOTTASIMAG- © AND STILE ©AND STILE OM ©R INF RCEMENT, 28 REINFORCEMENT, �REINFORCEMENT INTERLOCK ADAPTER REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT - 3.452 1.472 - .125 3.209 .125 2.175 070 .300 Q135° CORNER 36 135" CORNER ASTRAGAL PASSIVE MOUNT 2.51j .080 2.073 .099 .075 4.635 4'279 .100 090 U 2.116 I w = 1 34 INTERIOR JAMB COVER �1+2.710 1.675 [PRODUCT REVISED scomplyingwiththeFlorida INTERLOCK PANEL STILE, TOPuilding Code31 ADAPTER 32ASTRAGALADD-ON 33 NDBOTTOMRAILOA-No.17-0420.06 xpiration Date 04/14I2021 3.326 r+- 3.345 3.713 090 .060 046 1.500 3.247 3.345 .065 1.170 "- •229 1- 90* CORNER ©ASTRAGAL CAP, ®ASTRAGAL CAP, �ASTRAGAR L40 ASTRAGAL CAP, EXTERIOR • INTERIOR EXTERIOR ►j.9126 912 .210 rf 252 .173 7► 065- --�yy�L 1\I 1261 •082 1281 �1.261 D1261 I�I7261 y �f 80 7/16" 81 7/1G' �1-1/16" 83 1-1/16' I ®1-3/16 c0praicHrozatT pOTwousiaiEs, SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD ALL RIGHTSOLOGV 1070TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 C919 I.060 I�-.919 O90" CORNER 41 ASTRAGAL CAP, INTERIOR NOTES: 1) SEE SHEET 4 FOR SILL RISERS. 2) SEE SHEET 20 FOR SCREEN PARTS. 3) ALL DIMENSIONS IN INCHES. VINYL SLIDING GLASS DOOR NOA (LM) 0 19/05/15 c EXTRUSIONS . J ROSOWSKI a NO CHANGES THIS SHEET. rcg 04/05/17 zg SGD-5570 ® NTS ] 18 OF 21 ox' MD-5570.0 .'2:A D�1(I LYNry�''�.,. * : N0.1158705, �O•'ITT 0 [V�: rrrnllii� A LYNN MILLER, P.E. c ( (4) CLIP ANCHOR TYPE AS USED IN INSTALLATION, TABLE A, SHEET 1 83 (3) #10 X 1.5" SMS 1)INSTALL CLIP INTO PANEL O�z STILE 2) INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEM INTO FRAME JAMB ATTACHMENT &SUBSTRATE, HEADER ASSEMBLY USING 4 INSTALL ONE BLOCK AT ea INSTALLATION EACH INTERLOCK. .BLOCK ANCHORS, SEE AT ASTRAGAL, INSTALL TABLE 1 ONE BLOCK THAT \ SPANS BOTH PANELS. .I I 23 FIXED PA� INSTALL ONE CLIP AT THE 96 (2) 1/4"�rd�f MIDSPAN OF EACH FIXED \ X 2-1/4" IMS PANEL -TO -FRAME JAMB LOCATION. PRODUCT REVISED s complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 0411412021 Eo INTERLOCK ��11191 INTERIOR CLIP COVER NOTES EXTERIOR INT ROCK \ 24 REINFLPLATE 1) DETAILS APPLY TO 2,3AND4TRACKCONFIGURATIONS. 2) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING.LYNN , BOTTOM RAIL °� #10 X 3) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. :� t ... L10ENg SUPPORT tt 2-1/2°SMS 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. Q�'' F '•�F� (2) #10 X 1"SMS _ ,y : No. 58705 VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 _ ; A = THROUGH SUPPORT, 92 INTO PANEL #10 X PANEL ACCESSORIES INSTALLATION a J ROSOWSKI 7JOE� 93sfdr d ASSEMBLY :RT. ._ F 1-1/2SMS F�oR1oP•.•' ���: INTERLOCK SILL RETAINER " ALL PANEL CORNERS cov(RiGHro2on FGrw9usTRres,IHc. a CORRECTED #96 a� 04/05/17 =, FS '•..•„ ALL RIGHT3 RESERVED /, S G �� CLIP ATTACHMENT WELDED, NO ASSEMBLY 1070TECHNOLOGY DR f INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N. VENICE, FL 34275 ��++rlllliltl (941)-480-1600 = SGD-5570 1 NTS f 19 OF 21 0 MD-5570.0 N i A A. LYNN MILLER, P.E. CERT. OF AUTH.829P99 y P.E.9 58705 BOX SCREEN DETAILS: HORIZONTAL SECI IUN EXAMPLE EXAMPLE STANDARD SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE 32 131 121 . 1 HORIZONTAL SECTION EXAMPLE r- —►j r— 1.081 I � 1 1.202—t-��yJ 1.778 �� 1.778 7;P.935 50 - .050 .045 REEN t2t SCREEN 122 SCREEN OXOI WE SIDE RAIL, ASTRAGAL L LATCH ADAPTER —► �.062 ��—.062 I - .062 PRODUCT REVISED OBOX SCREEN OBOX SCREEN OBOX SCREEN es eomplying with the Florida 100 TOP RAIL- 101 BOTTOM RAIL 102 SIDE RAIL _�_..� 1.435 Building Code . LI I-a—.725 � NOA-No. 17-0420.06 tz7 .765 3 .782 Expiration Date 04/1412021 OR .040 By 1t4 1.020 I r-- 1.593 -11 373 123 129 i 082 MIAMIZDa roduct contro :t2 Iz3 SCREEN VINYL 12d FRAME SILL RO4 ORO6 063 R&�ASTRAGAL SCREEN 1.872 055 4 °1.633 ADAPTER ADD -ON 11 124 ED �062 I�—•372� 1�BOX t�BOX 105BOXSCREEN liar OSCREEN OSCREEN OOXO INTERLOCK SNAP -ON ASTRAGAL VERTICALSECTION BUG FLAP ADAPTER VERTICAL SECTION i EXAMPLE 0,...•..N EXAMPLE ) ALL DIMENSIONS IN INCHES. uctzNSF ??Q�'%, I jo 343 055 —` 11,487 r— P No.58705 A 050 1.487 i.510 VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 = c i 060 M SCREEN DETAILS 14� J ROSOWSKI BOXASTRAGSCor to7 toe AL SILLADD-ON lu REEN BOX SCREEN BOX SCREEN HEAD ® '• STAAl IDs %�S, RIDA,.•'���� AND JAMB ADD -ON corral°HtosDtr rcru+ousmles.c. NO CHANGES THIS SHEET. a 04/05/17 � tC •• ,<o ALL RIGHTS RESERVED !� S ' • • • • • G ADAPTER 1070TECHNOLOGY DR '�� ;ONALtEN��`� N. VENICE, FL 34275 (941)-48D-1600 g�SGD-5570,E NTS 20OF21 z MD-5570.0 ai A A.LYNNMILLnsPE CERT. OFAIfM.A2929B 9 # Part -4 Description Material 1 19001 2-Track Head/Jamb Rigid PVC 2 19D02 2-Track SBi Rigid PVC 3 19025 3-Track Hend/Jemb Rigid PVC 4 19026 3-Track Sill Rigid PVC 5 19D27 4-Track HeadfJamb Rigid PVC 6 19028 4-Track Sill Rigid PVC 7 19009 Frame Screw Cover Rigid PVC 8 19031 Anchor Plate 6063-TB Alum. 9 19007 Track Insert 606-LTBAIum. 10 19084 Interlock Cap - Extended Pocket Rigid PVC 11 19036 Bottom Rail Support 6063-78 Alum. 12 19006A Outer Sill Cover 6063-T6 Alum. 13R91O2 Sill Track Cover Rigid PVC 17P-Hook Adapter 6063-TSAlum. 18P-Hook 6063-TB Alum. 19Extended Keeper 6063-TSAlum. 20Keeper 606346 Alum. 21Reinforcement Bar Cover Rigid PVC 22Reinforcement Bar 8005-T5 Alum23Fixed Panel Clip 6063-T6 Alum 24 19035M Reinforcement Plate 6063-TB Alum. 25 19017M Top Rail, Bottom Rail and Lockstile Reinforcement 6005.75 Alum. 26 19046 Composite 27 19016M llntedock.SDD Reinforcement; Std. 6005•TS Alum. 28 19013M Interlock .400 Reinforcement, HD 8005-Tb Alum. 29 19DISM Astragal Reinforcement 6005-T5Alum. 30 19083 Extended Pocket Interlock Adaptor 8083-TB Alum. 31 19005 Interlock Adaptor Rigid PVC 32 19006 Astragal Add -on Rigid PVC 33 19004 Panel Stile, TopfBottom Rail Rigid PVC 34 19040 Interior Jamb Cover 6063-TB Alum. 35 1 00786 135' Comer Astragal 6061T6 Alum. 36 19077 135'Comer Astragal Passive Mount 6063-TSAlum. 37 19079 135' Comer Astragal Cap - Ext Rigid PVC 38 19080 135° Comer Astragal Cep - Int Rigid PVC 39 19078 90' Corner Astragal 6063-78 Ahun. 40 19081 90' Corner Astragal Cap - Ext. Rigid PVC 41 19082 90' Corner Astragal Cap - Int. Rigid PVC # Part# Description Material 42 19085 SIBRIser-(2-1/2") 6063-TSAlum. 43 19022A Sill Rlser-(3.1/2") 8063-TB Alum. 44 IS023A SIB Riser-(4-1/16") 6063-TB Alum. 46 19024A Sill Riser - (4.518") 5063-T6 Alum. 50 718609W .187" x .320" Finseel (Stge) 51 71695K 1-11Z' x 1"x 3/4" Fin Seal Dust Plug 52 71M Dust Plug 60 419041 Interlock alp Cover PVC 61 78153X Tandem Roller Assembly SS 62 78153N Tandem Roller Assembly Nylon 63 78X75FPTX #8 x 314" Ph. FH SMS @ Roller & Relnt Be 64 419042 Frame Header Block Nylon 65 48052 Roller A4. Hole Plug PVC Be 44365 4 Hole Bumper Stop PVC 67 76X114FPTX #6 x 1-1/4" Ph. FH SMS @Bumper Stop SS 88 7169BG Sill Plug PVC 69 78185X Gemini Mortise hock w/long Tdm plate SteelISS 70 71032X1FPFX 1032 x 1" Ph.FH MS @ Lock SS 71 varies Handle fit Cast Zinc 72 19054 Interlock Retainer Clip Nylon 75 Kommeding 4SG TPS Spacer System See Shaer 10 for Materiels 76 Quanax Super Spacer nXr with Hot Melt Butyl 77 Ouanex Dureseal 78 Cardinal XL Edge Spacer 79 Dow Coming 995 or GE-7700 Backbedding Silicone 80 19090 7/16" Square Bead Rigid PVC 81 7/16" Beveled Bead Rigid PVC 82 19044 1-1/16" Beveled Bead Rigid PVC 83 19045 1-1/16" Ogee Bead Rigid PVC 84 19016 13/16" Ogee Bead Rlgld PVC 85 71725K Setting Block 112" x 4" x 1116', 86 +/- 5 duro. Neoprene 86 71726K Setting Block 1" x 4" x 1/16", 85+1-5 duro. Neoprene 90 781PSTX #8 x 1" Ph. PH SMS @ Frame Assembly Be 91 78XI14PHPT41OX 48 x 1-1/4" Ph. PH SMS @ Relnt Bar SS 92 710XIPHPT18-SX #10 x T' Ph. PH SMS @ Reg Support Be 93 710X115PPX #10 x 1-1/2" Ph. PH SMS @ Fxd. Prd. Cllp Be 94 710X26PHPT18-BX #10 x 2.112" Ph, PH SMS @ Relnt Plate/Ast SS 95 71420X2 26FPFX #12 x 2.1/4" Ph. PH SMS @ Hdr. Block SS 96 710X1.75PPX #10 x 1.34' Ph. FH SMS @ Asl. Mount Be 97 710X34PPX #10 x 314" Ph. PH SMS @ Ext Pkt. Int, SS 9e 710)OPPX ' #10 x 2" Ph. FH SMS @ Keeper SS NOTES: 1) ITEMS #14-16, 46-49, 63-59, 73, 74 & 87-89 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. TART C M. RMY cf,17=KI # I Part# I Description Material 100 12256 Box Screen Top Rail 6063 T6 AI 101 12257 Box Screen Bottom Rail 6063 T5 Al 102 12258 Box Screen Side Rail 6063 T5 Al 103 64428 Box Screen Interlock 6063 T6 AI 104 17347A Box Screen Snap -on Bug Flap 6063 T6 AI 105 64345 Box Screen OXD Astragal Adapter 6063 16 Al 106 17349 Box Screen Astragal Adapter 6063 T5 AI 107 19D39 Box Screen Frame Sill Add-cn 6083 TS AI 19038 Box ScreenHead/JarrbAdd-on 6063TSAI 720XIX #14.20 x 1" Me @ Top Rail SS 720XI12X #14.20 x 1-1/Z'MS @ Bottom Rail SS K 71793G Wstp, .270"x .150'- Fin Seal 61805K Wstp, .18T'x .500" @ Bug Flap 7SRAZ Standard Roller Nylon 7SRAX HD Roller SS 115 varies Screen Locking HardNare Steel lie 419053 Screen Keeper Steel 117 76XIPPA #6 x V Ph. PH SMS Steel 118 1692/314 Screen Spline -.150" &.166' 1 Vinyl 119 1 1816C20 Screen Cloth I Fiberglass TARI F F• eTAMnARn crY7FFM # Part# Description Material 120 12033 Screen Frame Rail 6063 T5 At 121 12028A Screen Frame - Side Rail (Latch) 6063 T5 At 122 17363 Screen OXO Astragal Adapter 6063 T6 At 123 4853K Screen Vinyl Astragal Adapter Rlgld PVC 124 19012E Frame Sill Screen Add -on 6063 T6 AI 125 6FP95K Bug Flap, 85+/-5duro. Vinyl 126 78X112PSATS #8 x 1-117 Ph. PH SMS (Assembly) SS 127 712027 Comer Key Wheel Assembly (Standard) Nylon 128 712027SS Comer Key Wheel Assembly (HD) SS- 129 vales Screen Locking Hardware Steel 130 710X34PPSDAX 410 x We Ph. PH SMS @ Screen Asl. 9S 131 78X12PPSMSX #8 x 112- Ph. PH SMS @ DcorASl. SS 132 1692/3/4 Screen Spline-.145" Vlnyl 133 1816020 Screen Cloth Fiberglass c VINYL SLIDING GLASS DOOR NOA (LM) E 10/05/15 PARTS LIST a� J ROSOWSKI m IOHT D 2017 POT INDUSTmES.ING a NO CHANGES THIS SHEET. a 04/05/17 N. VENICE, FL 34275 (941}480-1600 iSGD-5570i. NTS 111 21OF21 he MD-5570.0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Dasep4/14/2021 \`,%IIIII I,, rr�� III �(31AI..N!V,� No. 58705 ••� moo`cdE T '•, i��s •'•F�ORIDP,.•• N S OIVAL1W\C``�� A. LYNN MILLM RE REM 68705 RECEIVED MIAMI•DADE AUG 91B NWAII-DADECOWTY,FLORIDA E PRODUCT CONTROL SECTION DEPARTMENT OF REGULAT Ri' T der ES (RE, R) 11805 SW 26 Street; Room 208 BOARD AND CODE ADNMIS . 0)V T 1,786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlatnidade.aov/economy PGT Industries, Inc. 10Drive North Venice, Fl. 34275 FILE Co 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 Coutity and other areas where allowed by the Authority Having Jurisdiction (AEU). 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 AELI (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 xvith the Florida Building Cade, including the High Velocity Hurricane Zone. DESCRIPTION: Series ".FI)-5555" Outs -wing PVC French Door w/ &'v/o Sidelite and Transom — L.NU. APPROVAL DOCUMENT: Drawing No. IViD-555.1, titled "Vinyl French. Door and SLT/ TR", sheets 1 through 1.2 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. TER HMNTION 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•DADECOUNTY NOA No. 17-0504.05 . e Expiration Date: :January 23, 2019 J,2� �{r7 Approval Date: December 14. 2017 page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections. (Submitted under 1VOA 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 2411.32.1. 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, Inc., Test Report No. FTL-8717, dated 11/16115, signed and sealed by �Idalniis Ortega, Y.E. (Submitted under 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 2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 j 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 tinder previous NOA jVo. 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 scaled by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0126.04) iYianneU17- P.E. Product Contrliner NOA No04.05 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E - I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Co;vrINMED) 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 outswring PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under tVOA No. 13-0815.03) 5. Test reports on: 1) Unifonn 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 05/25113, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under:\TOA 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 £.xed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7339, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5"' Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted tinder NOA No. 15-0409.03) 2. Glazing complies with ASTM E1300-09 Manuel PerZ�OE). Product Control ExNOA No. 17-OS Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade .Department of Regulatory and. Economic Resources (RER). E. MATERIAL CERTIFICATION'S 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifolg UItraclear,.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 "Kuraray SeutryGlas© (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 09/30/19. (Submitted under NOA 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 NOA No. 15-0409.03) S. 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) Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. (Submitted under ArOA 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 under.NOA 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 _No. 15-0409.03) S. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU -in/ hr.-ft2-°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. Quan.ex Part Duraseal complying with ASTM C518 Thermal. Conductivity 2.22 BTU - in/ hr.-ft2-'F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeanee-Pass, ASTNv1 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 Cont r t Es iner NOA N . - 504.05 Expiration Date: January 23, 2019 Approval Date: December 14,2017 E - 3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIIVIITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 10. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. (Submitted tinder NOA No. 13-0815.03) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd. -VEX -I by AA1MA Fenestration Exterior Profile Certification Program. (Submitted under 1'VOA No. 13-0815.03) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5"' Edition (2014) and FBC 6' 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 trader NOA No. 13-0815.03) G. OTHERS L Notice of Acceptance No. 16-0126.04, issued to PGT Industries, Inc. for their Series "FD-5555" Outswing PVC French Door w/ & w/o Sidelite and Transom - L.M.I., approved on 05/05/16 and expiring on 01/23/19. f6 ' Manuel Pe Ue . Product Control Er NOA No. 17-0504.05 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-4 E8 71 SERIES.FD.5551 Ll1 ACT-RENCH SISTANT,-VINYL REINFORCED�OUTSWING FREUOnR K SIOEUTEATFtANBOM-(SLTJ- PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH TIE REONREMENTS OF THE FLORIDA BUILDINO CODE, NO THE HIGH VELOCITY HURRICANE ZONE (HVHZ). TERS ARF..�Oi REGUIRED'A'HEN USED W WIND-BORNE DEBR13 REGIONS. MSONRY APPLICATIONS IN MIA3IOADE COUNTY, USE ONLY MIAkE-0AOE COUNTY APPROVED AWSONRYANCHORS. U.S USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, AS7V Ca CONCRETE MASONRY UNITS (EMU'S) CF . WEIGHT AND OF COMPRESSIVE STRENGTH OF CNN.1 9 KS AND CONCRETE WITH WIN. KSI PER ANCHOR TYPE INRV ANCHORS MAY BE USED INTO WOOD AS PER TABLE I. THIS SHEET AL WOOD BUCKS LESS THAN IANR THK:K RE CONSIDERED 1X INSTALLATIONS. 1X I1000 BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO ATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1Q'THICK OR GREATER. IX AND IX BUCKS (WIDEN USED] SHALL BE EO TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE ISIBILLTY OF THE ENGINEER OR ARCHITECT OF RECORD. L IS TIGHT TO SUBSTRATE. GROUT 13 NOT REQUIRED. IF USED. NONSNRINK, NON-METALLIC GROUT AT 34 KSI MU rM Ci107, (DONE W GTHERSI. MAX. l/4- SHIM SPACE FOR GROUT W IVCH MUSTFULLY SUPPORT THE ENTIRE LENGTH SILL THAT IS HOT TIGNTTO THE SUBSTRATE. AID TRANSFER SHEAR LOAD TO SURSTRATE.IF SUBSTRATE IS WOOD. T PAPER OR MASTIC IS REQUIRED BETWEEN THE GROVTAND WCOC SUBSTRATE.OR AS APPROVED SYTHE t17Y HA,ViNO JURISDICTION. 001,9LVING WITH THE FOC. OR EMBEDMENT TO BASE MATERIAL SNAIL SE BEYONO WALLDRESSIN(30R STLCCO. USE ANCHORS OP SUFFICIENT TO ACHIEVE THE EMBEDMENT SHOW! ON TABLE I. THIS SHEET . N'VtROW JOINT SEALANT IS USED ON ALL FOUR i3 OF THE FRAME. EXTERIOR WSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUN(3FLLSHINC STRATEGY TER RESISTANCE OF INSTALLATION SMALL BE DONE BY OTHERS 140IS BEYOND THE SCOPE OF 711E-5E ;TICKS. U4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION INHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE VIPASLE OF TRANSFERRING APPLIED LOADS. WOOD DUCKS. BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO LOADS IMPOSED ON THEM BY THE DOOR. SIDEUTE OR TRANSOM. 8) DESIGN PRESSURES: A NEGATIVE DESIGN LOADE BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. }!O61T(VE DESIGN LOADS BASED ON WATER TEST PRESSURE AL STRUCTURTEST PRESSURE FRAME ANAL156 AID GLASS roi ASTM ELiIYI. C, �FSIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, Asa 0) THE ANCHORAGE METHODS SHINNN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO TO THE REOVIREO DESIGN PRESSURE THE 33.1i3S STRESS INCREASE PAS NOT SEEN USED IN THE DESIGN OF THUS PRODUCT. THE 1.fL�� �4TZCURATION FACTOR WAS USED FOR THE EVALUAHON OF ANCHORS 3JiO W00D.ANCHOR THAT 00A1E INTO CQtRACT WRH OTHER DISSIMILAR MATERIALS SHALL MEET THE RECIAREMEWS OF THE FLORIDA BUILDING CODE (ujCLUDING ADOPTED STANDARDS) FOR CORROSION RESISTANM 101:%,LL MCA) PVC AND RIGID CCGUhAR PVC k1ANU1 ACIURE'D BY ENERGI FENESTRATION SOLUTIONS USA INC, 0 R VISION F If'RUSIONS. LTD. NAS BEEN TESTED'TO COMPLY WITH THE FLORIOA DVILDINGCODE FOR PLASTICS. 1N SIZES MUST BE VERIFIED FOR COUPLIANCE WITH EGRESS REOUIREMEM1TS PER THE PLORMA IntoiNG CODE. !PORTS: FTL•T339. 7371.8715. Y/1G68717 DC UITRACON.CRETEREX&ACORCCA-ORANCHCRNOAS. ENERGI FENESTRATION SOLUTIONS USA INC. OR ?XTRUSION, LTD. WHITE RIGID PVCN0A VF, IOTA TAN 202 AND UaITER SHADEEiNONVA01E1 RIGID PVC NOA AND COATEDI MINTED ORLAMINATEDIWARE RIGID PVC NOA -ANW-ANNEALFD T = TEMPERED 550 SERIES IS ALSO KNO:M AS TIE 555 SERIES V. •.0,9W TROSEFOL40 PVB INTERIAYER BY KURARAY AMERICA INC. SG'=.090-SENTRYGLN" INTERLAYER BY KURARAY AMERICA, WC. DESIGN PRERC RATING I "PACT"' MPACT W TRIG v, ! RAT -'I FGR LARGE SEE SHEET'.4S5 j N15SILE IMPACT RESISTANCE Group Anchor Subdrate Mln. Edge Distance Min, Embedment A WIT Eta t1RTHca Ungfated CMU, (ASTM C-90) 1' 1-114' Ungmuted CMU, (ASTM C-90) 2-1/T 1.114' #10 Steel EMS (GS) 010410 S.S. SMS 410 18 8 S.S. WAS P.T. Southem Pine (SG=0.55) 1/2' 13/e' Atuminum, 6063.15' 5116' 0.063' Steel. A36' 'S/16' 0.063' ��Steel Stud, A663 Or. 33' 5116' 0 063' B 3f1G Eke Ultmcen P.T. SoathoTI Pine (SG=0.55) U2' 1318' Grouted CMU, (ASTM C-90) 2-1/7 2.114' Cc9crete (min. 2.85 ksi) 1' 13/8' 114` Elco Ud=w Urirouted CMU, (ASTM C-90) 2-1r2' 1-iw #12 Steel SMS CGS) #12 410 S.S. SMS N1218.8 S.S. SMS P.T. Saftm Pine (SG=0.551 9116' 1318• Aluminum, 6063-TS' 318' 0.071' Sleek A38' 3/B' 0.071' Steel Stud, A653 Or. 33' 319' 0.071- (14 Ga) C 1/4' Elco Ulue-rl P.T. Sathem Pine(SG=0.551 1' 1-3!8' Grouted CMU, (ASTM C-90) 2-11Y' 1-3/4' Concrete (min. Z85 ksi) 1' 1-3/8- 114' Eko 410 S.S. Cre1eFleX Cmcreln (min. 3.35 ks?) 1' 1314'_ Ungrale4 CMU, (ASTM 0-90) 2-112• �' 1-1/4' 1A1' Eiw 1E•s S.S. Aggfe-GRtor P.T. Soulhem Pm (SG=0.55) 1' 13/8' Conuefe (min- 3.27 Kim) 1-112' 1.3/8' Ull0louted CMU, (ASTM C-9D) 4- 1.114' 1/4' Elco Ultra.- Cacret0 (min. 2.65 ksi) 2-tre 13l8' D 114' EIca410 S.S. CreteFlex CI=mic (min. 3.35 ks0 2-I/2' 1.3/4' Typo # Desvlpboe Where Died: 1 1-SIIG lami.IG(178'T-11l16-AU-1f8- ANN •.Ogr PV8-11W ANN) Door 2 1.311T Lami. IG(3116' T -firs'Air - 118' ANN•.090' PVB-118'ANN) Dom 3 i-WIG' Om1.IG(118'T-9/1W Air - W16' ANN -.090' SO - 3116' ANN) SldelitelTAI.- 4 1-3/16'LemLIG(3f16-T-177 Air-3716'ANN-,09U'SG-3116'ANN) Sldsliterria. m 5 13/18' Ladd. IG(1B' T-9/16- Air- 3116'ANN -.090'PUB -3116'ANN) SWolite/Transonl 6 1-Y16'LOMI.IG(311VT-1/2'AIr-3116'ANN-.090'PVB-&/6'ANN) Sidelite7Transom 7 7l16' lamL TB' ANN •.090' PVB - 3116' ANN)1 DMNSidelitofTrensom I Na1mAl GUID-e TOSHEETS' SEE SHEET 3 FOR SPACER INFORMATION. GENERAL NOTES ..........................I ELEVATIONS,._.,__.._..__.. .....2 GLAZING DETAILS.... ..__.____.3 COOESISTANDAROS USED: DESIGN PRESSURES..._...__....�45 •2017 FLORIDA BUILDING CODE(FBC). 6TH EDITION ANCHORS..._....._......._....._._.4d •2014 FLORIDA DUILDING COOE(F0C), STH fD(TI'Jt4 METAL LATION ........ _____......_. 7.9 ASTM E1300-09 EXTRU SIONPROFILES_............__10 •ANSUAF4PA NOS-2016 FOR MOOD CONSTRUCTION PARTS LIST__-._.....__.... .... 17.12 •ALUMINUM DESIGNMANUAL ADkf-2111S CORNERDETAl6..-......-_....._.�. 11 •AISI SI -11 HARDWARE DETAILS ....... .........-.12 •NICE 30P70 NIn FT 18n Ft Stetl 6CNA' 92M 1701e1 III Was- Ail 410s- 60 ksi BO 111, 96 ktf IMO i �.�eA�'IFs. GH=,s STYa 9641 II Eko t#mCmO 10 SS Fxa CweFleR 4'.:O loO 127.401 1Ti KI 199.7 k51 75 Amkmm i6 Ysi Tl ksl 'I S'ai SOk5i S6 k51 ..1 C,. 5FICCI SItO 93hf1 16 YSi C) UPDATED TO FDC201 T, ADDEDSPACEROI _ REVISED #22-JR. WIWI, U `Z O NJ Y N Yn No N O LL OO oZ ZO LL K g O r o Z < = Z F O Z O Q LL f1 � O u Z W 7m.S ........ _...... _... WIDTH AB WTtI 9 �SLAB / I MAX. SLAB I HEIGHT f \ 1 TYP:DUOR.SLAB 3B-IM' Bd' HI DOOR R CONFIGS.) r 1 _ X e 4. �{I MA%. I Ty. 1•A401QCl1 PIMP (lliQE STIL„ESAM1O!M;D„°_„ RAILS SIHOYtN ON 81[)ELf1ESj EFT OR RIGHT-HANDED. IMTIONS NOT SHOWN MAY BE POSSIBLE U ULLION IS LIMITED TO 96' IN VERTICAL APR E STILES AND LS MAY BE MIXED WfrH'N FIGURATION'S USING THE V FRENCH DOOR SIZE UMITATIONS EXAMPLE CONFIGURATIONS 40• MAX 17 ' AVJL -�? 071714' MULL I i % r ;� XX atr ••.- MAX -"+ MAX li ! /// \ 1 Jo pim _GALS, (MARROW 51.11,_ES ANQ YJIOE_ =8) HAIMS ,S„i)G„'fM,_QN9if1EL1TE3j d0.9 T MAX. BEESRE RANG ES FROM 30A Fr MAX SEE SIZE RANGES FROM 4W.%VIX HORIZONTAL, 4�• 3�• Px TABLE 88 9, SHEET 5 TABLE 8 8 3. SHEET 8 MULLION _ I�--� I LENGTH 49' 90.T8F 108.1(i6' L-MAX... MAX MAX al - !'ANLL I k i DLO ! OLD .._... ITt•i MAIL ' �/ r� 1n MAX fr, f '. :I 1•MULL - HEIGHT OR VAOTH rliOR HEIGHT 'AnDTH ow MAX VERTICAL /J % LENGTH SINGLE O SINGLE 0 010.,(MAXIMUM OF 2.' (WIDE Si1LE$AND!M,DE, (RARRO„W STILES PND NARRONI MULLED SIDELITES), RMS SHO'/'lN ON SIDELITES ...__ ._.A! ..._..1 RN1S 5110VN ON WOf.I�fT;,S,"' __.__._ _F 1 (WIDF,BnERnrio wulRgH O!O WITH. O/X WITH RAILSSIWYNON.$IU,ELIr l HORIZONTAL HORIZONTAL MULLION MULLION {„V',AU!_STI�SAND ([.ARROW SIRES, 3 OTHER MUION TYPES, SEE SEPARATE NOA WIDE NARSSIjf_T.VH ANO NARROW _._ RONS AND aO•PI HORIZONTAL APRJCATONS. ON $IOELITEB RAILS S_HQWN ON LION S E PO OR MULLED WE ABOLY, -LION ARE POSSIBLE. 48E NEA00�'EOMKINGS AS TRANSOM ��� �'� T,RA�1S0,lJ. C) NO CHANGES THIS SHEET JR-OV10117 L) > z ix _ 00 Ni N O n i� K O zm x ui g n W Z g'7 0: •u ."1 at � I z Z LL O I C ~ � €I V Z z Z Z U O W n Wz� Z aa d >P1 : w ..... LYNNr7r'. ` NO.58705 ••P TIE 01' A LYNN LV _4........... _ t.Tn STACK ... GLASS STACK STACKED GLASS STACK GLASS rr � • T' i; -LV ANNEN.ED GLASS , --E I p[ -•:L9G?\Ti 51£'AIRSPACE - i _. Ill- ANNEALED GLASS JI16'TEMPERED •f�.,.. i � `: i GLASS., i 'E I MEW IIi (GIASS SITE FIOR C) J XTE'R a :;.� IX(•:i GLASS TYPE 1 GLASS TYPE USED W DOOR ONLY USED IN DOOR ONI. 1-3116-NOM. y- - 1•3110-NON. ,,_��...._..._.. GLASS STACK WIG LAMINATED GLASS STACK GLASSSTACK ` I YIGANNEALED GLASS 11 1.2' AIRSPACE •.t, bw ED Anri' AIRSPACE "-^ VO' TEMPERED, GLASS• h DPERED GLASS."':-1H6'ANA�1lED GLASS : 1 Ii EXTERIOR j1 GT.Ass SITE i1 TYP. NARPDW FRAME GLAZINU DETAIL 1YIDE FRAMC SIWLAR. 7116'LAAUNATED GLASS STALK l IY•i.� 1HGANNEALEO L'-LAC. ...09GPYB ° E VI V ANNEALED GLASS i_ nS-==1� i1nG GLASS BETE GLASS TYPE 7 USED IN DOGR, ISHOOWT� 8 SIDF.0 TRANSOM p ..I I SIGLAM.INATEO GLASS STACK( i 3 7?1S LAMINATED •.._ GLASSSTACK '-�..•• '�. j C1A5$STACK •'...••-�'.�:_,111GANNEALEOGLAIS —SILICONE .A18'ANNEALED CLASS 81GNRSPACE,yi ` STRUCTURAL •-•,1C'NOM. --.DOG MS 1,...p7p^gp PMY15O9UTYl.ENE •-' ., ' ' �i ; I16'ANNEALED GLASS � %�3116'ANNEALED GLASS 'TEMPEREDCIA:S. • WRN DESICCANT , % KODiSPACE PiLLYJ1=.'7 R6u13EO ux Eb'4i'a V in1 11n1i EXTERIOR i111P GLAS561TE GLASS SITE :: EXT. i /� I A` 1 clAs£ ' ; %r i ,..i' 4SG TPS i /i/: i II ( iXnsirn Ud '1 ,j' 1 :... �% � b*J9 .�.., ; :.. !r.', •', '�mr. GLASS MwihdorT _�� i Y CIACDEDSPACEROt1AWWGS- GLASS TYPE 7 ^-NOTMELT BUM STRUCTURAL CAT-OIn047 y TYP. "" FRAME GLAZING DETAIL NARROW FRAME SIMILAR SILICONE FI "-VIWNOM. ' WITH U 1-3116-110AL ....,..._...__... 711GLMSNATEO GLASS STACK 1 ��_ 2116'I.AAUNATED DESICCANT i SUPER EXT GIASS"•/ j �r ']6� W ? a .. -: CLASS£TACK GLLSG STACK -p SPACERS }„ 3 ,;.i.`l ANNEALED GLASS -d'NSiG M'NEA•.EO CLASS //� : NXTIM O NS A O N .0110- lRSPACF.:I OOG PVB ::••••. /'' ,// + • Pf O .-•-.WGPVO �• t 7nGA1�1:EAI.ED GLASS 1 ' .�.-JrG ANNLALEO GIA^uS / ; `-INT GLASS .^. u = W m h� IY p � Jn G' TEMPERED GLASS- I _._ ..... -...�. EXTERIOR C:�?" .1A55lirre � Z'T 111161 t�• .: GLAS961TE �'. ' GLASS .: N. ?_il.. ALUMINUM :._gEINFOFCEAIENT > "" GLASS TYPE 5 GLASS TYPE 6 TYP. NARROV! FRAME GLABNO TYP. WIDE FRAME GLAZING DETAIL. WIDE FRAME S'MIIAR DETAIL NARROW FRN-IESIMLAR WEE. - .GDO' TROSIFOL01 PVB BY KUFEARAY AMERICA, INC. 'SG' _ .GIN' SENTRYGLAS9 INTERLAYER BY KURARAY AMERICA. INC. REFERENCE TEST REPORTS: F7L-S717. BOLOS 6970 SIG NOLir,+ SUM e DESICCANT - FOAM ,`,i ``C ?{p DURASEALG E1rf. CLASS._ ' ; �/ ( ;L SPACER ­INT. CLASS POLYISO .-DESICCANT FILL AREA SIRYLENE..-..\' y ,---SIG NOLL SEAL .-SILICONE SEAL ROLL•FORMEO fl: STAINLESS STEEL;1, il�;XL EDGE"' / C,o EXT. GLASS- / ii ,%'/ "' SPACER L�-1NT. GLASS m SINGLE DOOR INSTALLATION) 11 J'IAAX. . ED EN..._ i' MAX ASTRAGAL i 1 CLUSTER ES �- ! Bel — HINGES SEE! _ _ _....1. 12'O.C. SEE, NOTE 11 MA)LOLO K CENTERED `. ED _ _ BETWEEN ES HINGES 11 \ IC-1X L.. .• 91 MAX 1MAX ANCHORREOUIRELIENTS� SAME AS HEAD X TABL D: X d XX U`- DN490 Pmm' NS0.0 PBF Vast TTPOI .o-70.o PSI, w..ry-2d7 DOUBLE DOOR INSTALLATION J_1 4' O.C. MIN.. SCE TABLE 4. THIS SHEET. •--••FORQUMTIT SEE TABLE 1. J, TPE SYHEEET1FOR :SEE \ NOTE I ANCHOR REOUIREKIENTS SAME AS HEAD XX�I JSING ASTRAGAL( oor.A XX D9a10o 01 ADtllan R0R9110d G Haad SSRH ' D-WwJl lln) 40 OC 72 76 z-m qqI Ug�9{g,R a.Uq�& SO 4 4 J 6 a 6 4 1 96 4 J 6 J 6 5 SIDELITE-TO-SIDELITE r, SIDELITE-TO-SIDELITE r, SIDELITE-TO-DOOR MULLION INSTALLATION MULLION INSTALLATION O O (XIO OIX, XIX, OIXIO, XIOIX, OIXXIO, ETC) SEE MULLION CLUSTER - SEE. MIRLION CLUSTER UE TAIL BELOW DBTAL BELOW �.v ATTACH DOORS AND —�- S THE 7.'I MULLION S PER THE INSTRUCTION -ri -\ •II `, OINDIVIDUAL DOR OR SIDELUE ' 1 1 , - � • t• TABLE +�/J B6 MWL ERnCAL MVLUON LENOTIHIN DESIGN PRESSURE I. •I /•• VERTICAL APPLICATIONS i I i .FTO.O P9F +II I i SIDELITE L' '!SBEIITE ( I SIDELITE , .• DOOR ANCHOR REWIREMENTS I :: ANCHOR REOUTREMENTS__ SAMEASHEAD SAME AS HEAD MAX �j •. IVM'JLLIONL'MULLICN ..... 4'O.C. MIN. 1 I U'r--R.O.C. MIN. 4•U.c. MIN.r�^- i ii <• '�"; J'O.0 MIN. I: III II,, aTL�I i iLl _IV..�I_.._ I ' SEE TABLE 0. THIS SHEET. SEETABLE 0. ---- THIS SHEET, _FOR ANCHORLrOH QUANTITY. SEE S!OE- MG10R DOORQUANTITY, SEE WI TABLE 1. SHEET ` UlE� / TABLE 1. SHEET 1 FORTYPF �' 1FORTYPE ..........__...._.�.���-_......... -_ Arc0on A4Rum0 Nla Vadiul MWD0n p4aAnwllian ana) FOR'OUOgO' Dw al ^rWl!NRurcma W-@4 ANO SIMEM 12 24 M 7aa4 4a CONFIGURATIONS Lola: O CONTAMNO A DOUBLE DOOR TRANSOM -TO -DOOR (X/O) OR TRANSOM-TO-SIDELITE (O/O) Ha 4 A k gl3 P g q . P ?' (7DG•USE - B 3 3 p• ONI.YHALFOF MULLION ATTACHMENT& INSTALLATION mR a WA z ; I z I a I 1 J : 1 wA wA WA rn DEFRAME T 4THE ATTACHDOORS. THIDOUBLE DOOR S FI _ s1.T:1R 1 ] i 1 2 z 1 s z 1 s ] TRANSOMS TO THE - UING LIAR 1 I 1 ) 2i I- ] 2 ] 2 a 2 MUAIT LUONASPER-\ (-MULLION THE INSTRUCTION - jj INSTRUCTIONS: OF THE WDIVIWA. TRAlI5Q1A 6' i�1I HORIZONTAL 1)DOORHINGE UMUS OF ALL HEIGHTS TO ALWAYS BE ANCHORED W.TH SULE LANCHORS_SEE TABI,SHEET I.FOR PRODUCT - - MAX (MULLION ALL APPROVED ANCHORS. FOUR OF THE SIX ANCHORS MUST REINSTALLED THROUGH THE HINGES.ONE AT EACH IAPUCATIONS HINGE LOCATIONfRECOMMEFDED OIO FLATHEAD SM. ORl1CF1ATHFAD ULTRRCON FOR EACH HINGE IWCHOR). ALWAYS RECUIRE 21 TOR A MULLED UNIT. DETERMINE TIC DESIGN PRESSURE OF EACH COMPONENT eI THAT CONFICURATM FOR - -) TVIO(2)ANCHORHE S EXMAPLF,ONAN-KO'CONFIGURATION. THE DP FOR THE DOOR TMULLON ANO THE SIDELITE MUST EACH BE 7: �DOOROR' _ -_—i - (TYPE At)) AT EACH DETERhNNED.THELOWEST DP APPLIESTO THE ENRREASSEMOLY. DNTAL MULLION SLOE�ftE •..,.. .. _.`++. MULLION END. N07ES. ION PRESSURE /�(, "• •+._�,.1 -, . ' 1) SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. ?)MULLIONS SHOWN ARE STA.NDMD FRENCH DOOR MULLIONS. I 40- MAX MULLION LENGTH IN I IORLzONTAL APPLICATIONS. S) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES. SEE SEPARATE NOR. THAN DOiSWIDERTIA4J0'YALLREQUIREADOIT70NAL THE LOWEST COMPONENT OP IS TO BE THE OVERALL ASSEMBLY OP. " - .`I.... STRUCTURE OR BABE'-APPROVF.O MULLION DL"MEEN' N)PRENCH DOOR MULLION ISUWTf.0 T080'IN VT:RTICAL. APPUCATIOHS AND 40' IN HORIZONTAL APPLICATIONS. TRANSOM ANO DOOR.SIOELITE. B) NARROW OR WOE^ TIES AND RALS MAY DC MIXED WRNIN THE SAME S:DELITERRANSOM ORMULLED ASSEM6L C) ND CHANGES THIS SHEET i' JR• WiblT U � � Y y au 30 o 0 O = Laow 9 -- Z 4 Y Y ¢ wtt �Zm N O U e g K Q (OJ HL IM'S o U w TD Ir Z ` w u } Z � u Z o a +4W ry-, 3r3 o Ot�Ai oA iOn S?W' Slur (r1 'c2�$�Iifi II S: `FSffizo Sif P.,I$�+lL'kt t ^�4'. ? i &�� t� al 1 -i .^20'�n'�m'i�cloo�•'� 9 l 2 f''el�evil&&I&� 2 «;. P 1 W CIO Oi0 _2¢QE ii 1 �i Sma. Sas (.rtl a 7 HIS Rig f5 1C 4_11& �o_I o�oae O;O Olo l I �p I a o a S 8 PI'Z Z P `�`o�p2loaQ • 0 :t t I - a 50`� 9bo H o 0Oo goo y �.Pm �� � T. z1 • �° - - a : , a2 �s _m Oy i 1 o Imlz l { a 7 t. ' C ............... __..__......... .: .J--'_ _(g :y m ---p-------�Y' �Ic ............. _..-......._. _........ ... _ 11117 �hY yd * .`�i��)�.••••••' qi(. '� '•:S�' 1070 TECHNOLOGY DRIVE N. VENICE, FL3a275 ka _ (941 }480.1800 9t t x G�( 1 = _ z : O D A . �r ;O "' • f _ CFAT, OF AllTM, p29?96 CJ�YNCut 690f! tqT MJSME9, FC ALL NI.^.NTSgGSFM'[0 + g VINYL FRENCH DOOR AND SLTfFR "cam. 5!7113 ram• 0 rp' : fiti? meµ' $ �`O, ';Ci,(;F•.., ,•„^; L• tat. -04 DESIGN PRESSURE i'" J ROSOWSKI 0F 12 :R MD-555,1 FC coal 11118111. li�lini�iiiiiiiiiiiiiiiiiiiiiil-- ' lmillimilliciligini 11 limillicism I I milli 1111111111111 mummus lisiolliticum6I cloolliciellill NI���g1AR1@ ��somI mile umanmoe��a�o�oo ��� nunnn��o�o�oo����o�om mm�mn�e�■mmmm�����mem a■xoun■mm�ommm Nilson iieen"n�1 �8111111111INK ��i�o�iii°aem9m°�°1���� �o0iii�oiiiiiiii�oom��nm M1 name ummism 11111InmmnN�nn M%aa� IoRn e���� iiai�uiiii'iiiaiiii�ii�°�I��II 1070 TECHNOLOGY DRIVE "D tpri t y' _ ' S:' '•,SO. N. VENICE, FL 34275 (941)-400.1000 �Z'gg �' D ; 8 m Sn � r GOPYNGMiOb11T RGfwWST2[6,uG CERT. OF AUTH.1192Bd i.tLRSNTSRL�RtLD L; VINYL FRENCH DOOR AND SLT/iR W113 � V= �. SC . Ap s `u33JROSOWSKI i SLT/TR ANCHOR QUANTITIES y FD-5555 _Y NTS ; OOF12 r> MD-555.1 C EM9F.DMENf-�•�-----� ria�x. INSTALLATION .................I , ,, , .' :iltlM q...1,23j OPTION H I�'I � I t,; INSTALLATION ANCHORS EDGE 1aII.;II .:.. _0C: `., 8: INTO2XVA00. DISTANCE % TABLE I, SHEET i. I ANC/OR PER HINGE TO BE THROUGH I� °:l _' EXTERIO R --t' ZX WOOD BUCKSTRIP ALSO SEE BELOW OR FRAMING, SEE wOTE a_ '..'NEE EMBEOMEM -�- EDGE DISTANCE II1 r� I_NSTALLAnON (yPTION 22 w`Srni"u"'nor+ ' NICID.RS DIRECTLY B1jO MASONRY. I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER YP. ANCHOR TYPE. EMBEDMENT AND I. SUBSTRATE. SEE TABLE I, SHEET H AVOIDMTER WITH DOE O.SHEEEPER SUBSTRATE. SE[ OPPOSING BY 'NCO ABLE 1. SHEET 7. TLENGTHNOO$ OR CORRECT ISTA GERING LENGTHOR Iµ, STAGGERING LOCATIONS. AAX ;HH&I ANCHOR PER HINGE TO 9E THROUGH OETAIL�A1 SUBSTRATE. AlIN. 3tIVrIA7HEAD ALSO SEE ABOVE ULIRACON, SEE'TASLE 1. SHEET 1. -........... 44 1' FRENCH DOOR MULLION --+�-• ^ •- �-'r101 \.../ DETAIL„ 11 TYP.ANCHOR TYPE. EMBEOMENTNTDEDGE DISTANCE PER SUBSTRATE. SEE TABLE 1, SHEET 1. I ANCHOR PER MOE TO THROUGH SUBSTRATE M 010 FLATHEAD SMS WITH MILL 3 THREADS BEYOND METAL SUBSTRATE EXTERIOR EXTERIOR 3 DETAIL ONTY SUBSTRATE- APPROPRIATE ANCHORS LISTED ON TABLE I. SHEETI FOLLOW EMBEDNSENT AND EDGE OISTANCE UNITS. ANY INSTALLATION OPTIONSHOWNMAY OE USED ON ]EOFTHEDOOR,SWELITEORT11 SOK O BUCKS DEPICTED ON THIS SHEETAS •IX•, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN f •1(A•. 1X WOOO BUCKS ARE OPTIONN IF UNIT CAN BE INSTALLED DIRECTLY TO RY. WOOD BUCKS DEPICTED AS'2r ARE 1•UY THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BYOTHEFLS ORAS APPROVED BY THE ORY RANKO AURISOICOON ATTACHIAP.NTTO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SZE TO PROVIDE FULL SUPPORTTO THE FRAME OFTHE DOOR. SIDELRE OR TRANSOM. 'PLICABLE. LOWEST DESIGN PRESSURE FROM DOOR. SIDELITE. TRANSOM OR MULLION APPUES TO THE WHOLESYSTEM. TYP. ANCHOR TYPE. EMBEDMEVTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1. SHEET 1, U > g K N N Y v Lr9 N o A U U 7 F > E Z $ vl o K N 0 g 0 x L) zp Z y W H O IxN. Y H O Z N S Z LL No. 58705 %p0, S ATE F�: (V�: ' l�sS�ONAL ENG`�• AA!!lllIII00 A. LYW1 MRLER. P.E. P.Ef NBTON EXTERIOR I• 1'FT4F74CN DOOR MULLIC4 •.: .....-f: _.-1 \.. DETAIL]�_jj �1✓ INSTALLATION_OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EMBEOIAENT—^/�-1' TYP.ANCiORTYPF_. •--"• m• EMBEDMENT AND i MAIL EGGS �ISTANCEPER STR:.TE SEE e; .. SHIM TABLE I, SHEC 1. it,DISTANCE I •...•. ,.j;...Tl i .�_. ._. _. ...._ �'fIT•.^..^: �fi eT�•`I' /_',LT:^.. i ;�; .( �1illiJri'. TY'P'ANCHOR � TE, f i iJ EAIBEDMVPEM / U EDGE ..7 '•' yr .f........ \ . Y_ ... DISTANCE �; :. A I�� .y �'T�•-_—�i _ SESNEE71. :. :: ... _._..... / -_ ON;iCRETEIC4IG ' �'---- "' •--• ! PE&ANCHOR RF4UIREMEM 1XW000 III EXTERIOR . ................. _.. SIDELITBRRANSOM FRAME WIDTH III SEE NOTE 2, THIL E.— PET(11L;F) ENIBEDMEIRNID EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET I. I ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. 010 FLATHEAD ENS WITH MIN. 3 THREADS BEYOND METAL SU SSTRATE. _ INSTALLATION MONA INSTALLATION ANCHORS DIRECTLY INTO METAL DOOR NSIBLE LIGHT :+-^ 013TH(OLO) [ EXTERIOR tan r- f V �47j i2p 1_! =�21 ograLf��; 1/T MAX SHW EDGE DISTANCE TYP.ANOHOR Il E.EM`oEOMEr AND EDGE DISTANCE PER II LUBSTRATE, SEE � it I TABLE I, SHEET 1. _1B21 J4 C)NO CHANGES THIS SHEET NUAMI.DAOE APFRO'vED u MULLION (SEE SEPE_RATE U HO .ALUMINil1{STEEL & w > 4 FRAMING OR STEEL STUD. d ......_.—_......... ...._._...__._. __, DOOR FRAME WIDTH ......______.___.....-_....�_..___..._...........__—. -..__� TYP, ANCHOR TYPE, EMBEDMENT AND EDGE TYP. ANCHOR TYPE. EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE I. SHF'.TTT (""- AND EDGE DISTANCE PER -t. AV(IIO INTERFERENCE WITH OPPOSING I SUBST RATE, SEE TABLE I, SHEET I. !••'• EMBEDMENT J.� �1A - `�2J!•-, j ANCHOR ERINOOSP'OtON CORRECT LENGTH _ 1W -• ' II OR STpE;(:EftINO LCCAitDNS. ��-• �' I i 3 � SMM EDGE TAN } DISTANCE : J _ iJ 41:L`,:.1'.:TIS'i:L. .:'CI 3 eLl • ; ; l 1 ;��...__... \....i3j E>.TF0.'OR ... .. ... ��\..(41 TE%ERIOR ' CONCRETE'CMU .-_..._�.I � � •... PER ANCHOR REOVIREMENT -• INSTALLATION DLTAIL%G� DETAIL',ji OPTION INSTALLATION ANCHORS DIRECTLY IMO MASONRY ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. A14Y INSTALLATION OPTION SHOWN MAY BE USED ON DE OF THE DOOR, SIDELITE OR TRANSOM. )O BUCKS DEPICTED ON THS SHEET 0.5.1%•. ARE BlICKS WHOSE TOTAL MICJWESS IS LE58 R Wd 1.ITf.1% WOOD BUCKS PRE OPTIONAL IF UtS1'CAY AE 045TALI_TI DIRECTLY TO HRY. WOOD BUCKS DEPICTED AS •2%' ARE 1.1T2• THICK OR GREATER. INSTAI. 1TION TO THE SU13SMTE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE iRRY HAVING JURISD'CTION. ATTACHMENT TO META. SHALL. THE STRUCTURAL MEMBER SHABE OF A SIZE TO PROMDE FULL SUPPORT TO THE FRAME 0: THE DOOR SIDELITE OR IRA\SODA. 'PLICABLE. LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE. TRANSOM OR "LOON APPUES TO THE WHOLE SYSTEM. INSTALLATION OPTION 3 IN$TAI.IATION OPTION d _ INSTALLATION ANCHORSS 71HROUGH INSTALLATION ANCHORS THROUGH ,X SUCKSTRIP INTO MASONRY. IX BUCKSTR'P INT02X:Y000. f� -^ EDGE -I- ____ _ -• DISTANCE ' DISTMtE CONCRETE ..._..,_ TRIP _• _ '____ .._n 1..::` -. RJC PER ANCHOR .41. ....... ORFRAMINO.-'-I•L.J.�� Ti tt_ _.�.. REQUIREMENT' • - Cl' , EMBEOt1ENT SEENOTE2 �ry�r.'� •.__. / THIS SHEET- :;11.... .:_,.., , :..., 1%YIOOOj � ..i-'^...• _ -�^5,.:.........i1%WOOD BUCKSTRIEP�SEE DUCKSTRIP. SEE j yyy li ^ �.�iyt tJOTE 2 THIS N SH HOTE2. THIS SHEET. - YS SH0.. ... -- a'_'�'�j ,iT MAX WA _......... -rt-. 1... +'� TAX 1 -._::. _.. X 23� TYP.ANGIOR •,t•_jj-:..'\.....il `TYPE. CM0ER _ .y„ 1 ..... IT - AUNT EOGEBED ` x ANO EOGEDISTANCE CG :STANCE PER ANCHOR TYPE L 1 I �' i \ �r \ BU65TRATE, SEE 7 ~• ��\ 3I i SUBSTRATE SEE x..�' EAIBEDME'Nf AND EDGE TT" { k - SEE I..EOLT TABLE i. SHEET 7. _ TABLE I. SHEET I. Z I \ DISTANCE PER SIJI1SiNQE I I 1 i II �DETAE. SHEET 12 ._ BEE TABLE /, SHEET, AVOID INTERFERENCE WITH t ` OPPOSING ANCHOR By �[ CHOOSI.NGTHECORRF.CT 1 1 1 :I LENGTH DR STAGGERWG ! I • - 6f• LOCATIONS. : .Ii i ,i OETAfI;. i .• EXTERIOR a DETAIL `fi 1 I. SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE MY INSTN.lAT10N OPTION SF10WN AAY BE USED ON )E OF THE DOOR. SIDEIAE.ORTRANSOM. ID BUCKS DEPICTED ON THIS SHEETAS-'X-.ARE WHOSE TOTAL THICKNESS IS LESS THAN 1-12-.1% BUCKS ARE OPTIONAL IF LIM CAN BE INSTALLED 'LY TO MASONRY. WOOD BUCKS OEPICTEO AS _2%-ARE HICK OR GREATER. INSTALLATION TO THE SUBSTRATE DO BUCKS TO BE ENGINEERED By OTHERS OR AS YEO BY THE AUTHORITY HANNO JURISDICTION. ATTACHMENT TO METAL: THE SINUCTURAL MEMBER BE OF ASIZE TO PROVIDE FULL SUPPORT TO THE OF THE DOOR. SIDELr . OR TIANSOLL EXTERIOR a INSTALLATION OPTION 1 INSTALLATIJ.N ANCHORS m102X WOOD. L24 r-- (2 FULL LENGTH ,fi' MA)C S 2X WOOD BL'CKSTRIP / OR FRAMING. SEE NOTE 2, THIS SHEET "- - EDGE DISTANCE -DOOR VWIBLELIGHT HEIGHT(OLO) .____'.. DOOR FRAME \ HEIGHT __. t)ETAILJ�d { l OETAIL!� W a C n, INSTALLATION_ i { TYP. ANCHOR 1 " Z Li OPTION 2 (' TYPE. CMBEOMW _ A 10 EDGE INSTALLATION I ;�,! 1 -'DISTANCE PER ANCHORS DIRECTLY J2q-1, suGRATE. SEE TYP.ANCHOR RITO AIABONRY. j .r.. , TABLE 1. SHEET 1. �`� ��•........, rL/� / TYPE:EMBEDMEM I Iw'j L' �::::;x=r-:; i `� ��. • uGEN3F''-�C�,�, Mi)FAGG /"� :37j._._%IE . x ;6 3 1.4•MAK SHIM IXL Q.• '•.� - OISTANCEPER i- - /•'L 3.4 KSI NON. Mr- I Z*: N0. 58706 *= SUBSTRATE.SEE NON-METALLIC TABLE I. SHEET I. : GROUT.FUIL. ..... '...... ! i LENGTH i ..............�.--..r.-.. .... n I __ 'pp ••. VA. UIREDMENT CONCRETE PER - r •. EMBEDMENT f i+ ANCHOR • �J.....`....._. __ .i rinnlRl,1` I REQUIREMENT ., • EDGCDISTAVCEA.LLic ElqLE�R. P E. DETAILtKi i TRANSOM ._.l. TRnucM WMDOW FRAME VTSIBLEUGHT HEIGHT HEIGHT (OLD) U L7Ni O O ii U, e z L=) W d a a 1D F- z v U k IY�c ova z 8 O Q LL O g Of 0 w -- 4.911 m .9�1,5((�j .. �I �II ii ' IIt.e09• ? OLJa�n`U u7r .,er —..a .mz• — ,aW _f._. ..... £3 SIDELrrE ADAPTER REv,S£L 04 i120003, Rigtl PVC �`"�' •T��vb�N@b� aN v`tso— O 04 ��1'�) FRAME HEAD 6 JANB FRAME SILL 3 PANEL RAIL 8 STILE \✓ #20000,Rgid Cellular PVC O 420001, Rigid PVC O#20002. Rigid Cellular PVC j —�. — t8T 307P --+•j t j1tPro,:_v Gm� I_ Iwr �{ �_. 1599• ... 2AB8- X, I i D50 �• — 3.15fM• .. 75tr 6.5t8• .tW — s.b6,' d y ••'7 1 2b,B' o ' I OLLS i is 5 GES LE 6 TOP REINFORCEM1ER L 7 REP ORCEMENii _�( 1075-- tD7r Y--•i f.On9'..L--.�. 1 REINFORCEMENT JJ20013. 6003-TB li20014, 6003-TB 920015, 8083•T6 AC— INACTVE 1' FRENCH O ASTRAGAL O ASTRAGAL 10 DOOR MULLION Z O Ism- #20016. 6063-T6 #20017, 6063.T6 #2.0022, 3• ¢ yo _ + ,. — po 01 1 oW a v, U 1.aW �DC1• 'r ?B� Bt0' .348 .2rs' .77r If• ---..au' z L... .... oar ....i m0 ...E — z r-1 _ ts2s• �. y j— o w . INACTIVE BEVELED OGEE FRAME SCREW ADD -ON i"MULLION ACTNE 13 ASTRAGALCOVER 14 BEAD 15 B.AD 16 COVER 17.-1f-LANGE 18 CAP 19 ASTRAGALCOVER i n #20004. Rigid PVC #20005, Rigiigid PVC #2000E Rigid PVC #2IX107. RIgId PVC 1120008. Rigid PVC 0009, Rigid PVC 9120011, Rigid PVC g W _ -- •II�AJY\._1i �_!..—.... omE��y .....yr_.-..-... 22es � r �IDt7W[-----,1 —�Ii_ �.... NoY. 5L6Y XrAr�—__� so .062• AtU, A ' •.is1�7 SINGLE DOOR THRESHOLD ANCHOR THRESHOLD HINGE TRIM 7116" SQUARE % O'•, qTE OF ZD AS7'RAGALCOVER 22 COVER 23 PLATE 24 CAP 25 DRIP CAP 26 COVER 27 BEAD ' #200t2, Rigid PVC #20057, 8063•TS #7903,, 8083-T6 #20020, 6063T8 #20021, 6063•T6 #20023. Rigid PVC .120047, Ri& PVC '� iS/ONAL.ttiNC2 •` rtt,ui A, LVNN IAlLFrI PE ALL IGO RND RIGID CELLULAR PVC 6Y 47SIfhY EMRLIVWJ8.lT0. P.eu B8t4a DOOR II I I JAMB I�JIVIIVIII I: �70) ALLF,Rll) PVC AND RIGID CELLULAR PVC Sy ENERM FENESTRAPON SOW nONS USA, WG OR 14SION EXTRUSIONS. I.M. ANCI OR O.C. OWENSIONS SHOWN AS MAX -MUM. DOOR JAMB DAYLITE OPCNWG LDLOJA!ZU, WHEN USING PART • 3: C6MVE RAILS OR STILES) X DOOR FRAME HEIGM-12.1 • DLO HEIGHT X DOOR FRAME WIDTH - 12 7 - OLO WIDTH (XX ODOR FRAME HEIGHT)- 12.1 a OLO HEIGHT (XX DOOR FRAME WIDTH 12)- 11.5. OLO WIDTH. SLTTR FRAME HEIGHT• Q1 • DLO HEIGHT SLlTR FRAME. WIDTH - 12.1 • DL0411DTH WHEN USING PART 04: (NARROW RAL.S OR STILES) SLTRR FRAME HEIGHT. 4.2 DLO HEIGHT SURR FRAME WOTH. 4.9+OLO WIDTH DOOR HEAD /-@ DOOR PANEL HEAD �3f INTERIOR tl 9) .� i�4J...\ JAMB MARROW FRAME SIDELITEMANSOM SILL MWIDE FRAME (HEAD SIMILAR) R C)RCVISED822•JR•Oti10n7 `7D-721-. EOUAJIY• SPACED i EOOALLY- SPACED EQUALLY. SPACED \ MAX ; 'X- CONFIGURATION HARDWARE DETAILS & LOCATIONS 'S2, ids: tl PGTParta Description I Material 47 701 P . Rhino lock (Sr), Amesbury Inc. St.W1.6 Steel 8 686032702 P3000 3•P T Rhhro lack (oM.M 6'6'). Amesbury Inc. Stawess Sleet 'r42 7103ZXIFPFX Rhino Lock Suety. 10-32 X 1' Phil. FH Slahsas 91ce1 52 20027 Adjustable Strike Plate Assembly, Amesbury ha:. I Slainins Steel ;53 20MB Cemw Strike Plate Assembly, Amesduy ha Sla?Ness Sleet ',54 7S101X Stoke Plate Sere.• Q0: Y10 Xi' Pbll. FH 410 S.S. 55 7BX12PFHUX Stnk. Plate Seww, ()Op: (18 X 17z• Phil. FH 410 S S. 60 7561202 Flush Bob Q00 _ 611 7803725 Flueh Bch Rae ()O9 621 420034 Flush Bce Guide NO 63 7832X12FP)P Flush Bch Guide Sant 8.32 X UY Phil. FH 164 4803311 Gube Pin 165 76036 Fhsh Bdt Slhko Plate 000, Amesbury inc. Stainless Steel 66 7832X12FPW' FILah Soh Sulke Pile Suek, (X)0: tl8 XYT Phu. FH 4105.5. 167 Caries ,Hanolei'Le,er 68 dn. D—Y Iia.d(&Leuer I70 2W25 Butt Hirlga Amesbury Inc. Stainless Steel i71 71032XIFPFX Hnye, Sqb Screvr. tlt032 X P Phil FH Stainless Slaei '72 75101X F(IM. Framo So 010 X 1-Pntl. FH SlaNess S1ee1 " C CONFIGURATION SEE DETAIL TOPLOCK SIMILAR HINGE DETAIL fTO j-•\ 0 a• i ' @ ; i.......... ......... .. a. ..... ............. �i ate BEYOND PANEL % .-(53.,55 �1 i C)k0 CHN4GESTHISSHEET JR-04nWI7 U > w le 0 J 3 O O o Z J O = L) L tl; , a Q > P o Z W O w a z o $ 0: 0 w u, Ia m C3 U 2) z i W K o. v.K O LL Z N ``pNY LY7JlyT r No. S8705 ' l !� �Q�•.. STATE I')k' (V . :� SOS • :FLORID?.• ttz �'.S�ONAL EN I. A. LYNN Ml LEN, PK PE.s WT4e