The URL can be used to link to this page

Home My WebLink AboutREVISION 11-1-18nJ 3. CONTRACTOR INFORMA ST. OF FL REG/CERT #: CXC,13 BUSINESS NAME: `120 QUALIFIERS NAME: o *� ADDRESS: �a CITY: PRONE (DAYTIME): 4. ARCHIT/ENGINEER: �AJ� NAME: ADDRESS: 13$ CITY: PHONE (DAYTIME): 17 7-- 12/19/02 3i ST. LUCIE COUNTY CERT #: Z09 Z Mu,--1 �.J57',2.JCTi o TAT] AX # .ale Copy i . „ FORM R405 2017 I FLORIDA ENERGY EFFICIENCY CODE FOR-SIOLDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method . i Project Name: $PARKMAN RESIDNECE I Builder Name. RON RAYMOND CONSTRUCTION Street: 5140-DUNK ROAD Permit Office: St. LUCIE COUNTY City, State, Zip: FT. PIERCE, FL, Permit Number 1803-0561 Owner. LUKE & KATHLEEN SPARKMAN Jurisdiction: Design Location: FL, Fort Pierce .County: St. Lucie (Florida Climate Zone 2 ) 1. New construction or Existing New (From Plans) 9. Wall Types(3880.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext lnsul, Exterior R=4.1 2648.00 ft2 3. Number of units,. if multiple family 1 b. Frame - Wood, Exterior R=11.0 880.00 fi' c. Frame - Wood, Adjacent R=11.0 352.00 fF 4. Number of Bedrooms 6 d. WA _ R= , fiz 5. Is this a worst case? No - 10. Ceiling Types (4258.0 sqft) Insulation Area a. Roof Deck (Unvented) R=20.0 4258.00 ft2 6. Conditioned''floor area above grade (W) 4354 b. N/A R= ft2 Conditioned floor area below.grade 0 c. NIA R= ft2 7. Windows(415.0 sqft.) Description Area 11. Ducts a. Sup: Attic, Ret Attic, AH: Attic R W 6 325 a. U-Factor Dbl, U=0:67 196.00 b. Sup: Attic, Ret Attic, AH: GUETS BATH 5 6 150 SHGC: SHGC=0.29 b. U-Factor. Dbl, U=0:65 192.03 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 I a. Central Unit 41.0 SEER:16.00 c. U-Factor: �Dbl, U=0.65 27.007 b. Central Unit 18.8 SEER16.00 SHGC: SHGC=0.26 C. Central Unit 9.0 SEER:24.50 I d. U-Factor: NIA ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Strip Heat 30.5 COP:1.00 b. Electric Strip Heat 14.1 COP:1-.00 Area Weighted Average Overhang Depth: 7.137 ft c. Electric Heat Pump 9.0 HSPF:12.50 Area Weighted Average SHGC: 0.270 14. Hot water systems 8. Floor Types (4257.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 3907.00 ft2 b. Conservation features EF. 0.950 b. Crawlspace R=19.0 350.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.095 Total Proposed (Modified Loads: 110.65 pAS'S Total Baseline Loads: 118.22 I hereby certify that the plans and specifications covered by I Review of the plans and :THE Sal; this calculation are in -compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPA Before construction is completed -, DATE X J this building will be inspected forAk compliance with Section 553.908 I hereby certify that this building, as i in compliance Florida Statutes.,y with the Florida Energy Code. CQD VIIE� OWNER/AGENT: �'i BUILDING OFFICIAL: DATE: DATE: i - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory. -seated in accordance with 11403.3.2A. - Compliance requires an Air Barrier and Insulation Inspection Checklist in acco 4.1Aand this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACE I % i 11 /512018 8:33 AM -file Copy EnergyGauge® USAI Section R405.4.1 Corr, ige 1 of 7 FORM R405201,7 INPUT. SUMMARY, CHECKLIST PROJECT Title: SPARKMAN"RESIDNECE Bedrooms: 6 Address Type: Street Address Building Type: User Conditioned Area: 4354 tot # Owner Name: LUKE & KATHLEEN SPARK TotallStories: 2 Blo;WSubdivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: RON.RAYMOND CONSTRU Rotate Angle: 0 street 5140 DUNN ROAD Permit Office: ST. LUCIE COUNTY Cross Ventilation: No County: St. Lucie Jurisdiction: Who House Fan: No City, State, Zip: FT. PIERCE, Family Type: Single-family FL, N4/Existing: New (From:Plans) Comment: I I CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TNIY Site I 97.5 %. 2.5 % Winter Summer Degree Days Moisture Range FL, Fort 'Pierce FL_VERO BEACH MUNI I 39 90 70 75 299 62 Low BLOCKS Number Name. Area Volume 1 UNIT#1 2756 22048 2 UNIT #2 1152 9216 3 MINI SPLIT 446 3568 I SPACES Number Name Area Volume . I Kitchen Occupants Bedrooms Infil-ID Finished Cooled Heated 1 BONUS ROOM 446 3568 No 0 1 Yes Yes Yes 2 MASTER BEDROO 240 1920 No 0 1 1 Yes Yes Yes 3 WIC 120 960 No 0 1 Yes Yes Yes 4 MASTER BATH 180 1440 No 0 1 No Yes Yes 5 BEDROOM 4 234 1872 No 0 1 1 Yes Yes Yes 6 GREAT ROOM 510 4080 No 0 1 Yes Yes Yes 7 CLST.4 59 472 No 0 1 Yes Yes Yes 8 CAFE 131 1048 No 0 1 Yes Yes Yes 9 KITCHEN 358 2864 Yes 0 1 No Yes Yes 10 SLT.4 221 I 1768 1 No 0 1 Yes Yes Yes 11 BEDROOM 3 183 1464 No 0 1 1 Yes Yes Yes 12 TOILET 164 1312 I No 0 1 Yes Yes Yes 13 BEDROOM 2 195 1560 No 2 1 1 Yes Yes Yes 14 STAIRWAY 68 544 No I 0 1 No Yes Yes 15 CLST.2 44 352 1 No 0 1 Yes Yes Yes 16 POWDER 49 392 11 No 0 1 Yes Yes Yes 17 GUEST KITCHEN 140 1120 No 0 1 Yes Yes Yes 18 GUEST LIVING 252 2016 No 2 1 Yes Yes Yes 19. GUETS BATH 5 104 832 No 0 1 Yes Yes Yes 20 GUES BED 5 -182 1456 No 1 1 1 Yes Yes Yes 11/5/2018 8:33 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 2 of 7 i 1 I FORM R405-20.17 INPUT SUMMARY: CHECKLIST REPORT SPACES Number Name v Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 21 CLST.6 154 1232 I No 0 1 No Yes Yes 22 GUEST BED 6 182 1456 No 1 1 1 Yes Yes Yes 23 GUEST -HALL 138 1104 No 0 1 Yes Yes Yes I FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Crawlspace ' BONUS ROOM 186.4 ft I 0 350 ft2 19 0 0 1 2 Slab -On -Grade Edge Insulatio MASTER BEDROI 31 ft 0 240 W — 0 1 0 3SIab-On-Grade Edge Insulatio WIC 27 ft 0 120 ft= 0 1 0 4 Slab -On -Grade Edge Insulatio MASTER BATH 1 ft 0 1 So ft2 — 0) 1 0 5 Slab -On -Grade Edge Insulatio BEDROOM 4 39 ft 0 234 ft2 ____ 0 1 0 68Iab-On-Grade Edge Insufatio GREAT ROOM 18 ft 0 510 ft2 0 1 0 7SIab-On-Grade Edge Insulatio CLST. 4 7 ft 0 59ft2 — 0 1 0 8Slab-On-Grade°Edge Insulatio CAFE 13 ft 0 131'ft2 _ 0 1 0 9SIab-06-Grade Edge Insulatio KITCHEN 1 ft 0 357.5 ft2 _ 0 1 0 10SIab-Orr-Grade-Edge Insulatio SLT. 4 17 ft 0 221 ft2 _ 0 1 0 11Siab-On-Grade Edge Insulatio BEDROOM 3 I13 ft 0 182.5 ft2 — 0 1 0 12SIab-On-Grade Edge Insulatio TOILET 15 ft 0 164 ft2 — 0 1 0 13Stab-On-Grade Edge Insulatio BEDROOM 2 28 ft 0 195 ft2 — 0 1 0 14SIab-On-Grade Edge Insulatio STAIRWAY 1 ft 0 68 ft2 — 0 1 0 15SIab-On-Grade'Edge Insulatio CLST. 2 4 ft 0 44 ft2 -_ 0 1 0 16SIab-On-Grade Edge Insulatio POWDER 7 ft 0 49 ft2 0 1 0 17SIab-On-Grade Edge Insulatio GUEST KiTCHE 1,14 ft 0. 140 ft2 — 0 1 0 18SIab-On-Gr6de Edge Insulatio GUEST LIVING I 32 ft 0 252 ft2 — 0 1 0 19SIab-On-Grade Edge Insulatio GUETS BATH 5 8 ft I 0 104 ft2 0 1 0 20SIab-On-Grade Edge Insulatio GUES BED 5 27 ft 0 182 ft2 — 0 1 0 21SIab-On-Grade Edge Insulatio CLST. 6 1, ft 0 154 ft2 0 1 0 22SIab-On-Grade Edge Insulatio GUEST BED 6 26 ft I 0 182 ft2 — 0 1 0 23Slab-On-Grade Edge Insulatio GUEST HALL 6, ft i 0 138 ft2 0 1 0 11l512018 8:33 AM EnergyGauge D USA Section R405.4.1 Compliant Software Page 3 of 7 FORM R405.-20.17 INPUT SUMMARY -CHECKLIST REPORT° R60F / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Metal 4483 ft2 0 ft2 Light 0.6 No 0.9 No 20 18.4 ATTIC I V. # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented I 0 4254 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 UnderAttio{Unvented) BONUS ROOM 20 Blown 446 ft2 0.1 Wood 2 Under Attic (Unvented) MASTER BEDRO 20J Blown 240 ft2 0.1 Wood 3 Under Attic (Unvented) WIC I 20 Blown 120 ft2 0.1 Wood 4 UnderAttic (Unvented) MASTER BATH 20 Blown 180 ft2 0.1 Wood 5 Under Attic (Unvented) BEDROOM 4 20 Blown 234 ft2 0.1 Wood 6 Under Attic (Unvented) GREAT ROOM 20 Blown 510 ft2 0.1 Wood 7 Under Attic (Unvented) CLST. 41 20 Blown 59 ft2 0.1 Wood 8 Under Attic (Unvented) CAFE I 20 Blown 131 ft2 0.1 Wood 9 Under Attic (Unvented) KITCHEN 20 Blown 358ft2 0.1 Wood 10 Under Attic (Unvented) SLT. 4 I 20 Blown 221 ft2 0.1 Wood 11 Under Atfic (Unvented) BEDROOM 3 20 Blown 183 ft2 0.1 Wood 12 Under Attic TOILET I 20 Blown 164 W 0.1 Wood 13 Under Attic (Unvented) BEDROOM 2 20 Blown 195 ft2 0.1 Wood 14 Under Attic (Unvented) CLST. 2 I 20 Blown 16 ft2 0.1 Wood 15 Under Attic (Unvented) POWDERI 20 Blown 49 ft2 0.1 Wood 16 Under Attic (Unvented) GUEST KITCi E 20 Blown 140 ft2 0.1 Wood 17 Under Attic (Unvented) GUEST LIVING 20 Blom 252 fie 0.1 Wood 18 Under Attic (Unvented) GUESS BATH 5 20 Blown 104 fie 0.1 Wood 19 Under Attic (Unvented) GUES BED 5 20 Blown 182 ft2 0.1 Wood 20 Under Attic (Unvented) CLST_ 6 20 Blown 154 ft2 0.1 Wood 21 Under Attic (Unvented) GUEST BED 16 20 Blown 182 ft2 0.1 Wood 22 Under Attic (Unvented) GUEST HALL i 20 Blown 138 ft2 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 NE Exterior Frame - Wood BONUS ROO 11 31 0 8 0 248.0 ft2 0 0.25 0.6 0 _ 2 SE Exterior Frame - Wood BONUS ROO 11 24 0 8 0 192.0 ft2 0 0.25 0.6 0 3 SW Exterior Frame - Wood BONUS ROO, 11 31 0 8 0 248.0 ft2 0 0.25 0.6 0 _ 4 NW Exterior Frame - Wood BONUS ROOK 11 24 0 8 0 192.0 ft2 0.25 0.6 0 _ 5 SW Exterior Concrete Block - Ext indMSTER BE 1I 4.1 16 0 8 0 128.0 ft2 0 0 0.6 0 6 NW Exterior Concrete Block - Ext IndMSTER BE 1 4.1 15 0 8 0 120.0 ft2 0 0 0.6 0 _ 7 SE Exterior Concrete Block - Ext Insul WIC it 4.1 7 0 8 0 56.0 ft2 0 0 0.6 0 11/5/2018 8:33 AM EnergyGauge® USASection R405.4.1 Compliant Software Page 4 of 7 FORM R405-201.7 INF.UT,5UMMARY'.GHEGKLISTREPUKT WALLS I Adjacent Cavity Width Height Sheathing Framing Solar Below Spa ce _ 8 SW Exterior Concrete .Block - Ext Insul WIC i 4.1 15 0 8 0 120.0 fe 0 0 0.6 0 9 NW Exterior Concrete Block - Ext Insui WIC' 4.1 5 0 8 0 40.0 ft2 0 0 0.6 0 _ 10 NE Exterior Concrete Block - ItA InSEDROOM 4 4.1 8 0 8 0 64.0 ftz 0 0 0.6 0 _ 11 SE Exterior Concrete Block - Ext In-affDROOM 4 4.1 13 0 8 0 104.0 ftz 0 0 0.6 0 _ 12 SW Exterior Concrete Block - Ext InAMDROOM 4 4.1 18 0 8 0 144.0 ft2 0 0 0.6 0 _213 NW Exterior Concrete Block - Ext In -GREAT ROO 4.1 18 0 8 0 144.0 ft2 0 0 0.6 0 14 NE Exterior Concrete Block - Ext InsulCLST. i 4.1 1 0 8 0 8.0 ft2 0 0 0.6 0 15 SE Exterior Concrete Block - Ext InsulCLST. 4 4.1 6 0 8 0 48.0 ft2 0 0 0.6 0 _ _ 16 SW Exterior Concrete Block - Ext insul CAFE 4.1 2 0 8 0 16.0 ft2 0 0 0.6 0 _ 17 NW Exterior Concrete Block - Ext insul CAFE 4.1 11 0 8 0 88.0 ft2 0 0 0.6 0 _ 18 SE Exterior Concrete Block - Ext Insui SLT. 4 4.1 17 0 8 0 136.0 ft2 0 0 0.6 0 _ 19 SE Exterior Concrete Block - Ext InfiEDROO 3 4.1 , 13 0 8 0 104.0 W 0 0 0.6 0 IMI _20 NE Exterior Concrete Block - Ext inSuiTOILE7 4.1 4 0 8 0 32.0 ft2 0 0 0.6 0 _21 . SE Exterior Concrete Block - Ext Insu1TOILE� 4.1 11 0 8 0 88.0 ft2 0 0 0.6 0 22 NE Exterior Concrete Block - Ext InMEDROOM 2 4.1 15 0 8 0 120.0f 2 0 0 0.6 0 0 _23 SE Exterior Concrete Block - Ext inAEDROOM2 4.1 13 0 8 0 104.0ft2 0 0 0.6 _24 NE Exterior Concrete Block - Ext InsuICLST. 2I 4.1 4 0 8 0 32.0 fe 0 0 0.6 0 _25 NW Exterior Concrete Block - Ext InsuPOWDER 4.1 7 0 8 0 56.0 fie 0 0 0.6 0 _26 SW Exterior Concrete Block - Ext MQUEST KITC 4.1 14 0 8 0 112.0 ft2 0 0 0.6 0 _27 SW Exterior Concrete Block - Ext InGWEST LI I N 4.1 18L 0 8 0 144.0 ft2 0 0 0.6 0 NW Exterior Concrete Block = Ext InGWEST LIMN 4.1 14 0 8 0 112.0 fF 0 0 0.6 0 _28 NW Exterior Concrete Block - Ext insGUETS BA4.1 8 0 8 0 64.0 ft2 0 0 0.6 0 _29 _ 30 NE Exterior Concrete Block - Ext InGUES BED 15 4.1 13 0 8 0 104.0 ft2 0 0 0.6 0 _31 NW Exterior Concrete Block - Ext InGUES BEDI5 4.1 14 0 8 0 112.0 ft2 0 0 0.6 0 32 NE Exterior Concrete Block - Ext InGUEST BED 4.1 14 0 8 0 112.0 1`12 0 0 0.6 0 _33 SE Exterior I Concrete Block - Ext InaUEST BED 4.1 12 0 8 0 96.0 ft2 0 0 0.6 0 _34 NE Exterior I Concrete Block - Ext infiWEST HALL 4.1 5 0 8 0 40.0 ft2 0 0 0.6 0 _35 N Garage Frame - Wood BONUS ROO 11 44 8 352.0 ft2 0.23 0.6 0 DOORS # Omt Door Type Space II Storms U-Value Width Height Area Ft In Ft In 1 NE Insulated GUEST HALL i None .39 3 6 8 20 ft2 WINDOWS Orientation shown is the entered. Proposed- orientation. / Wail I Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NE 1 Metal Low-E Double Yes 0.65 0.26 N 12.0 ft2 1 ft6 in 1 ft 5 in None None 2 SW 5 Metal Low-E Double Yes 0.65 .0.26 N 15.0 fe f ft 6 in 1 ft4 in None None 3 NW 6 Metal Low-E Double Yes 10.67 0.29 N 40.0 ft2 11 ft 0 In 1 ft 4 in None None 4 SE 11 Metal Low-E Double Yes 10.65 0.25 N 15.0 ft2 1 ft 6 in 1 ft 4 in None None 5 SW 12 Metal Low-E Double Yes 10.65 0.25 N 6.0 112 1 ft 6 in 1 ft 4 in None None 6 NW 13 I Metal Low-E Double Yes 10.67 0.29 N 95.0 f12 11 ft 0 in 1 ft 4 in None None I i 11/5/2018 8:33 AM En rgyGaugeO USA Section R405.4.1 Compliant Software. Page 5 of 7 i I FORM,.R445-,2 -INPUTSUMMARIf CHECKLIST REPORT WINDOWS Otientation.shown is:the entered; Proosed;.orientation. / Wail Overhang �/ # Omt ID Frame Panes NFRQ U-Factor SHGC Imp Area Depth Separation Int Shade Screening 7 NW 17 Metal Low=E.Double Yesi 0.65 0.25 N 30.0 ft 11 ft 0 in 1 ft4 in None None 8 SE 18 Metal. Low=E Double Yesl 0.65 025 N 20.0 ft 8 ft 0 in 1 ft 4 in None None 9 SE 18 Metal Low=E Double Yes I 0.67 0.29 N 20.0 R= 8 ft 0 in 1 ft 4 in None None 10 SE 19 Metal Low-E Double Yes 0.65 0.25 N 15.0'ft2 1 It 6 in 1 ft 4 in None None 11 SE 21 Metal Low=E Double Yes 0.65 0.25 N 6.7 f12 1 ft,6 in 1 ft 4 in None None • 12 SE 23 Metal Low-E Double Yes 0.65 0.25 N 15.0 ft' 1 ft 6 in 1 ft 4 in None None 13 NW 25 Metal - Low-E Double Yes - 0.65 0.25 N 19.4 ft2 11 ft 0 in 1 ft 4 in None None • 14 SW 26 Metal Low-E Double Yes 0.65 0.25 N 9.0 ftz 8 ft 0 in 1 ft 4 in None None 15 SW 27 Metal Low-E Double Yes 0.67 0.29 N 40.0 ft2 8 ft 0 in 1 ft 4 in None None 16 NW 28 Metal Low-E Double Yes 0.65 0.25 NI 20.0 ft2 1 ft 6 in 1 ft 4 in None None 17 NW 29 .Metal Low-E Double Yes 0.65 0.25 N &0 ft2 1 ft 6 in 1 ft 4 in None None 18 NE 30 Metal Low-E Double Yes 0.65 0.25 N 15.0 if 1 ft 6 in 1 ft 4 in None None 19 NE 32` Metal : Low-E Double Yes 0.65 025 N 15.0 ft-' 1 ft 6 in 1 ft 4 in None None GARAGE FloorArea Ceiling Area I Exposed Wall Perimeter Avg. Wall Height ExposedWall Insulation r#Scope 648 ft2 648 ft I20 ft 8 ft 11 INFILTRATION Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .0003564063.7 223.09 419.56 .3174 7 HEATING SYSTEM # System Type Subtype I Efficiency Capacity Block Ducts 1 Electric Strip Heat/ None COPA I 30.46 kBtu/hr 1 sys#1 2 Electric Strip Heat/ None COPA 14.05 kStu/hr 2 sys#2 3 Electric Heat Pump/ Split HSPF:12.5 9 kBtu/hr, 3 Ductless COOLING SYSTEM # System Type Subtype I Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 41 kBtu/hr cfm 0.7 1 sys#1 2 Central Unit/ Split SEER: 16 18.8 kBtu/hr cfm 0.7 2 sys#2 3 Central Unit/ Split I SEER: 24.5 I 9 kBbAr cfm 0.7 3 Ductless i I 11 /5/2018 8:33 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 6 of 7 i FORM R405:2017 :INPHT Sh1MMBRlf r_W9rr`k'I 1QT 121=0n' ?T HOTWATER SYSTEM # System Type 5ubType Location ; EF Cap Use SetPnt Conservation 1 Electric None Garage 095 50 gal 60.9 gal 120 deg None 2 Electric None Garage i 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM F$EC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF • None None I f2 I DUCTS /—'SpPPty = V # Location R-Value Area — Return — Air CFM 25 CFM25 HVAC # Location I Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 325 fie Attic 195 ftz Default Leakage Attic (Default) (Default) 1 1 2 Attie 6 150ft= Attic 65ft2 Default Leakage GUETS.BA •(Default) (Default) 2 2 (TEMPERATURES Prograrnable Thermostat Y Ceiling Fans: Cooling Jan Feb Heatin Jan ;Feb .Mac Mar �Apr ].MayJun A r € Jul Ma Jun Jul AugSe A Se Oct Oct Nov Nov Dec Dec Venting Jan .Feb Mar Apr May Jun Jul Aug Sep Oat Nov Dec Therrimostat:Schedule: HERS,2006 Reference Hours Schedule Type 1 2 3 4 5 6 I 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80, PM 80 80 78 78 78 78 78 78 78 78 78 78 Coaling (WEH) AM 78 78 78 78 78 78 78 78 78 Z8 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating.(WD) AM 66 66 66 66 66 .68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 166 66 68 68 68 68 68 68 68 PM. .68 68- 68 68 68 68 68 . -68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(81bs/sq.ft. 0 ftz 0 ft r 0.3 Main L. Default81bs/ .ft .0 ft2 0 ft 0.3 UNCf 2 :I Name: Test Rater Rating Compant: Test Rater 11/5/2018 8:33 AM EnergyGauge® USA Section R405.4.1. Compliant Software Page 7 of 7 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: SPARKMAN RESIDNECE Builder Name: RON RAYMOND CONSTRUCTION Sheet 5140 QtJNN ROAD Permit Office: ST. LUCIE COUNTY City, State; Zip: FT. PIERCE, FL, Permit Number 1803-0561 Y Owner: LUKE & KATHLEEN SPARKMAN `Jurisdiction: w Design Location: FL, Foie Pierce I x C 3 COMPONENT AIR BARRIER, .CRITERIA INSULATIONN INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. joints in the airbarder.shall be seated. not be used as a sealing material.Breaks,or The air barrier in any dropped ceiling/soffit shall be aligned with Ceilinglattic the insuialrorrand arry gaps in the air,barner shall -be sealed. The insulation in any dropped ceiling/soffit be .Access openings, drop downstairs o5 knee wall doors to shaft aligned with the air tamer. unconditioned attic: spaces shall be:sealed. Walls The junction of.the foundation and sill' plate shall be sealed. u j, The action of the top and the top of exterior be Cavities within comers and headers of frame walls plate: wails shall shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be seated. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the: air barrier. Windows,skylights The Space .between window/door jamtis and framing, and and :doors skylights and framing shall be sealed. Rim joists Rim- joists shallinclude the air barrier. I Rim joists shalt be insulated. Floors The air barrier shall be installed at arty exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent.eontactwith the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered floors) shall be permitted to be in contact with the top side of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shalt be covered with Where provided instead of floor• insulation, insulation a Class, 1.vapor retarder with. overlapp►n9 joints taped• shall be permanently attached to the crawls pace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be, sealed. Batts in narrow, cavities shall tie cut to fit, or narrow Narrow cavities I cavities shall be filled by insulation that on installation readily conforms to,the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed. light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be seated to the drywall thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, ;or insulation that on installation readily conforms to Available space shall extend behind Wag and wifing. Showerltub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior waits boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate buildthg thermal envelope shall be sealed to the sub floor or drywall. Concealed When required to be sealed, concealed file sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. in addition -_ _...___..._..I ..._..,,.......,y - L, aw IUCXM,C W1u1 LIM P10V1510115 Ur lGl>-4UU. 11/5/2018 8:34 AM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 I i 2017 EPL DISPLAY CARD ENERGY ESTIMATED The lower the Energy 1. New home or, addition 2. Single-family or multiple -family 3. No. ofun�ts:(ifmultiple-fatuity) 4. Numberof bedrooms 5. Is thise worst case? (yes/no) 6. Condit3oned'flooraiea (sq. it.) 7. Windows, type.and area a) U-factor(wdig'Ned :average) b) Solar -Heat Gain Coefficient (SHGC) c) Area 8. Skylights a) U-fador.(weighted average) b) Solar -Heat Gain Coefficient (SHGC) 9. Floor type, insulation level: a) Stab -on -grade (R,value) b) Wood, raised (R-value) c) Concrete, raised (R-value) 10. Wall type and insulation: A. Exterior. LEVEL (EPL). DISPLAY CARD' PERFORMANCE`. INDEX* = 94 r:e Index, the more efficient the home. 1. I New (From Plans) 12. Ducts, location 8, insulation level �2. ISinale-family a) Supply duds R 6.0 b) Return ducts R .6.0 c) AHU location AttidAttic 3. 1 4. I 6 13. Cooling system: Capacity 68.8 J a) Split system SEER varies 5. No b) Single package SEER - c) Groundwater source SEER/COP 6. 4354 d) Room unWPTAC EER e) Other 14. Heating system: Capaaty 53.5 a) Split system heat pump HSPF 12.5 b) Single package heat pump HSPF c) Electric resistance COP 1.0 d) Gas furnace, natural gas AFUE e) Gas furnace, LPG AFUE 0 Other 15. Water heating system a) Electric resistance EF 0.95 b) Gas fired, natural gas EF c) Gas fired, LPG EF d) Solar system with tank . EF 1. Wood frame (Insulation Rvalue) 10A1 J 11.0 e) Dedicated heat pump with tank EF 2. Masonry (Insulation R value) 10A2!r 4.1 f) Heat recovery unit HeatRec°!o B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131.I 2. Masonry (Insulation R-value) 1082.1 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level I a) Ceiling fans a) Under attic 11a. 20.0 b) Cross ventilation No b) Single assembly 11b. I c) Whole house fan Na c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11 d. ! No e) Muttizone heating credit t) Programmable thennostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. it I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this. home before final inspection. Otherwise, a new EPL display card will be comp, s on installed code compliant features. Builder Signature: Date: t /j T Address of New Home: 5140 DUNN ROAD City/FL Zip: FT. PIERCE, FL I I 1 i i 11 /512018 8:33:54 AM EnergyGauge® USA 6.0.02 - RaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 MIAMI-DADENN DEPARTMENT OF REGULATORY AND BOARD AND CODE ADAEDuTRATION NOTICE OF ACCEPTANC PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 This NOA is being, issued. under, the a materials. The documentation submitte(' Product Control Section to be used in A Having Jurisdiction (AHJ This NOA shall'not'b`'e valid`after the"6 `Section (In -Mia�ade-County)'and/or to have this product= or material- tested perform in the ,:accepted mariner; the,, ma immediately�revoke, "modify, or suspend reserves they nght, to Xpvo)ce this ,accept Section thatsthis-product onmaterial fails_ This product,is approvedas: described h Code,;,ncluding the High VelocityHunrc DESCRIPTION: Series "PGT" Chppt APPROVAL DOCTJMENT: Drawing sheets 1 through 25 of 25, pre] dated 06/19/17, signed and sealed by Ar. :,Control Revision ,;stamp with .the Notic_ E County Product Control Section.: . LABELING: Each unit shall bear a p model/series, and following statement: noted herein. GNOMIC RESOURCES (RER) e MIAMI DARE COUNTY PRODUCT CONTROL, SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 P (786) 315-2599 plicable rules and regulations governing the use of construction has been reviewed and accepted `-by Nillairii' Dade County RER - .ami Dade County and other areas where allowed by the Authority ration date'staied belo-i. The Mimi i"Dade `CountysPzOduat.Control `►e AIU- (inareas- o&' Jr• than Miami -Dade County) reserve the right it quality"assirance;purposes. If this product or material fails to afacturer will-.incur:the-expense of such testing and the AHJ may he -,use -of Jsueh product or -,material within their jurisdiction. RER ice, if. t isrdetetmined-by.Miami Dade County Product Control meet the requirements of the applicable. building code. rem, and has ,been designed ,to comply"with the Florida Building ne Zone Extruded Aluminu ube M ion E; MJ. . IT—W . la.' '63MJR; titled "Impact :Resistant; Aluminum Tube Mullions", tred by manufacturer, dated 08/29/11, with revision C cony Lynn Miller, P.E., bearing the Miami-DadeCounty Product of Acceptance number. and expiration date by the, Miami -Dade manent Iabel� with the manufacturer's; -name or logo, city, state, [iami-Dade Country Product Control Approved", unless otherwise RENEWAL —of this, NOA, shall: be .considered after a renewal application has been..f led 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 expiration1ate 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. NSPECTION: 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 Sorge M. Plasencia, P.E. MIAMi�DADE,COUPI'rY J rue colp"t PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITI'ED: "DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819. 05) 2. Drawing No. 6300JPI titled "Impact -Resistant Altuniniim 'Tube Mullions"; sheets 1 throughy 25 of 25, dated. 08/29/11, with revision C dated 06/19/1;7,."prepared by manufacturer, sighed and sealed' by Anthony L ynn Mil ler, P E B. :TESTS ...•.. _ r. ' ,-. , .r:_ . , ,:�,• .... <' , . 1 Testreports,on. 1) Air Infiltration Test; per FBC, TAS 202 94 AeFBC;TAS202-942}Unxomatr uT 3)gWater Resistance sTest,'-per. FBC,;TAS, 202;-94 z 4)-Large Missile Impact Test�per FBC; ,TAS.201•-94, ` 5 C clie Wi dTressure:Loading per FBC; TAS 203-a94- 6) Forced Entry Test; per FBC 2411.3-1:1 sand TAS 262-94 4 along wzthmarked-up 1" drawuigs' 'and installatiozi "diagram 'of "clipped' "aluminum mullions; prepared" by" eiiestratioii Testing. Lab, Itic., Test Report No. FTL-6443 _,. (samples A-1 thru E-1),Jdated 02/28%11, iiha addendum letter dated 05/05/1'1;,,signed acid §ealed by M'arliri D:`BrInson, P:E ` (Subinitted,`under,NOA No.' I0=081905) ' - .. C `CALCLTI,ATIONS• .. f - . �•:. , :. _ . _ _ _ ' . . 'Anchor venif cation ' calculati'o ' `and structural analysis; complying ;with FBC 5tn Edition (2014).and wit l FBC 6th Edition (2017);: prepared by manufacturer; dated 08/29/17, sgned'and sealed by Anthony Lynn Miller,T.E. D. QUALITY ASSURANCE 'NhEEfl Dade Depart rierit-of Regulatory ai d: Eeonomi "R.. 's es (RER).` E. Mil TERIA "CERTIFICATIONS 1: `None: Jorge A Piasencia, P.E. Pro uct ControI'Unit Supervisor 1' OA No 17-0630.01 Expiration Date: May 26;;2021 Approval' Date: No euler'09, 2017 E-1 ' PGT Industries Inc. ;NOTICE OF ACCEPTANCE: - EVIDENCE" SUBNFITTED F. STATEMENTS Statement letter of conformance to FBC-5th Edition (2014) . and' FBC-6' Edition (20147, dated 06/22/17,1 issued by manufacturer,". signed anal" sealed; by' Anthony Lynn .2. Statement letter of no financial interest; dated 06/22/17,- issued 'by manufacturer, signed:and sealed by Anthony Lynn Miller, P.E. G. :;OTHERS; - 1 Notice -of Acceptance JIo 16-0218 03 issued to PGT )ndustries; Inc for their Series "PGT" ' Clipped-- Extruded Aluminum Tube .Mullion L M L,! approved on 04/1.4/16 aril expiring on 05/26/21. 9 Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2"021 Approval.. llatc. November 09, 2017 E-Z SUITABLE FOR ALULOCATIONS REQUIRING GENERAL NOTES: n NON -IMPACT OR LARGE AND SMALL 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REDUIRED FOR THE Y� g MISSILE IMPACT-12ESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN, EACH SITUATION IS UNIQUE AND SHOULD BE S�+ EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD, OPTIONAL IX OR&WOOD BUCKS IF USED, ^., GENERACNDTES:._.___...__......1 � MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. "•;� - ` INSTRuCTIbN3.:.s:............_.__._ 1 fa O IELEVATIONS...::!.._------- _---- I C FIGURE 1 MULL T02R WOOD 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCEOFTHEMULIJa UNITS. MIII].10NS n�' o MULTIPLE DPENWq WIDTH FOR VERTICAL MULL ARCNE6 TORE .' MULL TO IX& W0NRY .-2 MULLIONS :- IF— '� GEE DETats MCwBEOINSIDE w`� BEEN TESTED �ID�'FLOATNG- AND DO NOT NEED TO BE DIRECTLY ATTACH® TO THE MULLION CLIPS, BU75HALL : INSTALLwTION NOTES---- 2 u / A.D�, /- ANGULAR NOT HAVE A OM OF MORE THAN 1/4' FROM THE CLIP. _' - `MULLTO MASONRY ....3 SHAPE. , N SHEETS 24 :MULL 1'O STEEL`SNO ._3 _ 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED ' MULLTO AL;_,_,....._._...._.._ W DESIGN PRESSURE -' MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.L/180• THE 113 STRESS INMEASE WAS NOT USED ` . ALT�ATATE,CLIPS.__._..__._4 I11 j ; BAY MULL INSTALLATION -4 Z • • / ��\` ` IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS luID FOR THE EVALUATION OF WOOD SCREWS. a' 0 W >. 1X2X 128 MULL SPECS....__... 5 W = 1 X 276 X.76 MULPECS_,-_._-6 .1 _j IA 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 19 BEYOND THE SCOPE OF THESE 1 X2X-37S 6 MLILLSCS-_ _.,_7 D: "'1 INSTRUCTIONS. _1X2.75X:.6GMInLSPECS_..__.6 ae 1 'I X 3.126 X.500.MULL SPECS_.._..9 SEEDETAILS I / III /Ili 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND' 1 X 4 X.126 MULL SPECS_._._.,._10 O' W O o ATHRU G;. Y _ III _ _ I \ SEEOEIAes .1X4X.375TUBEMULLSPECS.... 11 a m c0 _ 1 ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 2q. FOR MULTIPIF;UNITS, CONSIDER F W sI/gT92i' i ATHRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES;:HE.LOWEST DESIGN 7X4%.37S TMULLSPEC3__...11 F Q m Z GHEETS 24 126X 3.168X 268MULLSPECS._12 III I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. a-,. W J 111 / 1 / OPENING • ,1.26 X 3,25 X.t0D.MUIL SPECS._.. 13 ,Jj Z LU Q VERL HEIGHT 'k `'- ' L25X3.26X.624 MULLSPECS_._14 ? UI� m T MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THETABLE(S). �1.26X3.94X.624 MULLSPECS._.16 Z z LENGTH HORIZONTAL .2X4X.26MULLSPECS_.___.__..16 'W j Zri 90 MULL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD SU,'CKS BY OTHERS, MUST - 2X 6X.2.5 MULL SPECS.._.._.__. 17 �'' ¢ E EZ_ SEEDETAILE, 1.26X2.11-X.126 MULL SPECS__ 18 ,cn �. BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT -�- W SHEF.Y3 .30'X 325 BAY MULL SPECS......._ 19 AS APPROPRIAT-FOR SUBSTRATE MATERIAL DISSIMMRMATERWSSHALL BE PROTECTED AS REQUIRED TO PREVENT '' Pam, Z F Q 0 U-.45•%925 BAV WILL REACTIONS. MULLION CUP DIMENSIONS.-. 2143 'I.+ Q Q Z N .- EXAWLES182:...___.._.._.24 Pt3tE57RAT10N 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACOWAGGRE-GATOR NOASLOADING, EXAMPLFS____..._..__25 J PRODUCTS MAY - - - - - _ ^•� .. _. -_ _-_ .- .- Q o Lill BE OF ANY TYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THEFLORIDA BUILDING 'W _ ' KW Y Y NusiBE CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH 0 Z 1n Ill pMAN�ALTURED PGT-APPROVED FETLFSTRATION PRODUCTS HAVING CURRENT APPROVALS. y Q Q O O 10) MULLIONS ARE IN COMPLIANCE FOR USE W THE HVHZ `•': J I uZ 'O msQ /S q� -O,;11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDE) THAT THE SPAN ANDDPENING _ •�?, $ y o�� HOFU 04 SHEETS 2G,H.4 WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA LENGTH _- _-_ _ — - - - - -PRODUCT REVISED - HORIZONTAL_ _ — — as cum plyingg with tho Florida MULL - Building Code LENGTH INSTRUCTIONS: NOA-No:.=� 17-0630.01 ADDITIONAL EXAMPLES OF TSULL CON FIGURATIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FTi1 FOR THE OPENING USINGTHE ASCE•7'STANDARD. - Expira(on Date 0512612021 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. By NULL F—QPENMG WIDTH-1 fT'HORQ. GULL LENOTFi—I ;�. -F - Mlami-�j da ro uct ontivi F 'LENGTH 1'_ 3) REFER TO SHEET 25 TO DETERMINE IFTHE WIND LOADING IS •RECTANGULAR OR'TRIANGULAR(7WIPEZOIDAL', >y I OPENING 4) FIND THE CHOSEN MULLION MULLION CAPACITY (JSSIFT� FROM TABLES tATHROUGH '(0A, ON -SHEETS 5 THROUGH 20 RESPECTIVELY, USING He THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY), HEIGHT OPENING MULL ,y FOR ( h� . HEIGILENGTH P HOR Z. v vERT. MULLION CAPACRY(LBSIF'I'1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREM9VT(LBSIFP) FOR THE OPENING OBTAINED IN p L MULL % p M� STEP 1). / LENGTH 1_ I 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE; 1111 _I. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET,TO ATTAIN THE FULLMULLION.CTWACITY- OPENING WIDTH - - 1' SINGLE MULLION SINGLE MULLION FORVER11—MULL 6) FROM THE ANCHOR CAPACITY(LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUALSUBSTRATE CONDITION - �` ANY LYNy��•,,� OPENING WO7H ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAYAPPLY) SELECT AN ANCHOR CLP PATTERN AND VERIFY THAT THE REgl11R131 ANCHOR -IwRVERnca-MO L CAPACITY IS MET.�• '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7 IFTHE MULLION CAPACITY (LBSIFT2) OBTAINED IN THE TABLE IS HIGHFR THANTHE DESIGN PRESSURE REQUIREMENT (LBSJFP) FOR THE N0. 58706 FROM FIGURE 1 ABOVE ) OPENING, YOU MAY USE THE'ANCHOR CAPACITY ADJUSTNIENTHORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS CODES/STANDARDS USED; VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE _ i a2017 FLORIDA BUILDING CODE C), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), STH EDITION 8) VERIFY THE DESIGN PRESSURE RATING (LB&M FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION -ANSUAF&PA NDS-2016 FOR WOOD CONSTRUCTION CAPACITY (LBSIFf 1 OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION i�••'• !c(0I21DP.•' \2� *ALUMINUM DESIGN MANUAL. ADM-2015. - PRODUCT ASSEMBLY. •AISI SIOG•12 / �NAL'E I� �AISC 360-10 9) HIGHLIGHT OPTION USEDAND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A. j:Ak A/IlA,1Bf� Y.E. FL P.E.# 6870.5 m C b DETAI L A DETAIL &: MuwoN , . a MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X eucKsrli P TYP. AN PER . AND PERSUB.TMLEE, OR WOOD FRAMING WOOD BUCK AND MASONRY nrrncllMENr sEESEETABLES/B•199` - LL (OFFSET CLIP SHOWN) `(STANDARD CLIP SHOWN), ,, BroTHERs,LID SEE NOTEA. - DV I I - MUWON.;_., I.'1 _.-SHEET I. I z.y.(V S.0 ' I. I. SEE SHEETS - < qa I MM 27 KSI - EDGE W - O = • .,•T.i BI' I ._ 21-23FCRHCLE .. e d . -,.<ICONCRETE OR;CMU '1a,. F- D6EIBETANEECETABLE6 yl- - -' _ .. D)EITHER THELOCATIONS STANDARD OF EDGE EDGE DISTANCE B OFFSETAIULL, Lr DISTANCE FOR SONRY. ItlJP W O NSTALLAEDBANCHORS cY FRWSIDEVIEW THISMETHODjZ W LLMFOR ONS O .. a EI7/1ERTMiE Z 2 . .° - e S7ANOAROOR Z U m = v e' ` ,/� a OFFSET MULL Z s 1� a CLIP MAY BE y r K' a• n EXTERIOR ... v`.. ZO MASONRY m Ipz.. % -O OFFSE7(SIPIS • 'ANCHORS LYSJ . r RECOMMENDED FOR a (q O O EXTERIOR ° ° e FIN -FRAMED Tn WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. ®. .. co _ DJ V) JO Z aya .O a r Z �'O s0 • TYP.ANCHOR ' TYP. ANCHOR PERSUBSTRATE. TYP: AHCHDR - PFRSUBSTRATE, SFE TABLES'10-138 $..;. -. S-_� ��•-1 m� _ __ _ _ _ •. __ _ PROpUCTREVISED . -PER SUBSTRATE, ':. SEE TABIEu^;iB•16B < _ _ ___ -- _ _ _ __ _ _— _ - — --— - --- - _- — " SEE TABLES IB-168 _LEDOEfEND—�--- _ I - I DF4TANCE; BUCRSiTBP as coinplying withthe Florida__, BuB�ng SEE TABLES 18-130 AND T ,, • ' ' " ' ATTACHMENT .::` Coda NOA-.1{o. - 17.0630 0t E� BUCKSTRIP EJdB MEN7 A� ATTACHMENT BY OTHERS. r eED'MENr SEENOTEI. . �. r, SHEET 1.By . Eupl.tlonDate 0512612021' . II -•'- SEENOTE I. sliEE1't. .. - '•' �;� Ml o-uct on M)aml-Da fgluct ont rol:' •, . - - MAN2T 1(SI CONCRETE OR CMU SIDE VIEW FRONT VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO 13ASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �� QN.-,,:.-N2j �yCENSF ' 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION _ ON THE ANCHOR TO ANCHOR DISTANCE, THE ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY TO . • _ �1'��.�;' _ �•' CORRECT OUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER THE TABLES ON THE •'-�-• FOLLOWING SHEETS. FOR DETAILSA-D; EITHERTHE STANDARD OROFFSETCLIP MAYBEUSED. • No. - - i •� * 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. - _ 4)WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USEONLY MIAMFDADE COUNTY APPROVED ELCO ULTRAOON OR ELCO VV S.S. AGGREGATOR MASONRY ANCHORS. FL P.E.# 58705 DETAIL E 1u �N MULLION TO MULLION DETAILC: INTERSECTION NOTES: <� I MULLION DIRECTLY ATTACHEDTO 8 MASONRY STRUCTURE (UCUP) 1)MAYBEINSTALLEDIN'TEE'OR'CRCSS" N �:^ of (STANDARD CLIP SHOWN.) INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY • •- } r (SHOWN) OR VERTICALLY. TY.P. ANCHOR ..PER SUBSTRATE, 3) SEE U-CLIP DRAWINGS, SHEETS 21 23 S U I f -ENHH3 THE SEE TABLES I&13B 0 0 yMA - $TANDARO - FOR CORRESPONDING MULLION. oMMSETMAuu . I . TOP VIEW uuJOw wit CUP MAY BE I I I ``````�� EDGE DISTANDE _•Vwi ,, INSTMLLLEO BY II lo� n FCF2 MASONRY VARIES i----i _r�ui J co I THIS MERI00 - I I_. I ANCHORS 1 ¢ `J . I 012 STEELSCREWS, SELF -DRILLING OR PRE-DRILLN �L H- � 1 . SMS z ' MU LLION AND USE t7 W O IY M W . c h MULLION ♦- ZED 0. EXTERIOR a , z = !-d x �• i, 7jALSo;E ENDED P IS _ r. 't,� eU EFOR MASONRY RECOMMENDED FOR LIMRERSEGTION -� '�O , FOR MASONRY /.. IW.>ED ANCHORS •,a _ S,BUTMAY L:;> USED FOR �� V , ^ J uZI FHAMET1PEs. - EXTERIOR -�� Q Z -_ I s F . TYP. ANCHOR G _.._ z .2 i¢ N PERSUBSTRATE, ..'d Q Q O _Z 'D - SEETABLESIB-13B. . , S FOR .. a Aa TYP.ANCHOR SEE SFEET ,21,27 R N:-_ / BUCKSTRIP -«_PER SUBSTRATE. _ HOLE LOCATIONS + + )� U) N a.: AND .SEETABLE9'IB; 138 FRONT VIEW ®GE a .e Y' Y DISTANCE- ATTACHM:FNT BY OTHERS.SEE TABLES : © F- (~� co _ ... SEENOTEI. r : '1B-13B �, ' Q z �� EMBEDMBNi ' .• SHEET - EDGE d E' «Z m (n (!) �__ -'. •• ' _. + •' .-'..:•-• DISTANCE SEETABLES -- SIDE VIEWNU tr MIN V KSI CONCRETE OR CMU MAN 2.7 KSI CONCRETE OR C1B•138 �y DETAIL D: FRONT VIEW SIDE VIEW _ _ _ _ _ _ PRODUCT REVISED MULLION -ATTACHED TO:as comp mg with Ah. Florida' - - - - --- — - --- - STEEL STUD 6u0dingodo (STANDARD CLIP SHOWN) noA No:'; 17-063- kit Explmtion'Date OW26/26il , INSTALLATION NOTES: —STRUCTURE ; • TYP. ANCHOR �'' - - 1) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BEBEYOND WALLFS DRSING OR STUCCO. A PER SUBSTRATE, _.V ; ® _ Mlam D Producb ont�ot SEETABLESIB-13B QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORUILRFPRFSFNTATION °� 1 ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THEg23 FOR CORRECTOUANT(TY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE \ - HOLE vp " FOLLOWINGSHEETS. FOR DETAILS A•D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. - io-ATIONS _ WON 3) ANCHOR HEAD TYPE MAY BE PANHFAD, HECHD OR FLATHEAD.' FA ® rs 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C,THIS SMIEET� `/ ® ' 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED EDGE STAB ��,,1 `( CY /MAAA, ELCO ULTRACON OR ELCO 114"S.S« AGGREGATOR MASONRYANCHORS. FOR STEEL STUDS 7144NERTMMMw se '•� `�`ON. FRONTVIEW 1BGA AND CAMPL1ANfM11iHTHE F1BUIlDtIG- Q� :''C1cENSF;•�� ; CODE, A ZX WOOD BACKER MUST USED. ,I, .. .. ATTACHMENT BY OTHERS. •••�'' USE 11'OODANCHOR SPECS ,..: * : O 587D5 N EXTERIOR SIDE VIEW - 77, -( .. 1)FOR 2X WOOD -BACKED STEEL STUDS WOOD ANCHOR VALUES MAY BE USED. - - 'n TATE F ``4/ %! 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OFSCREWS. /CAC E. FL PM.. SB705; DETAIL R DETAIL G: DETAIL H: r x FIELD MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION 5 i (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) SEE OETARSA-0, lI:' 30'OP 16' w3? i t ti r SHEErS 2AND 3 FOR NSTALLATION ' ' I " I "',.•f - - BAY MULL TOSPECIRC SUBSTRATES., - I- LL N 1 r MJul- .. .. , . ,..... �� O 0 0 COq W r O O 2 O O, O O J TOP VIEW s_' SIDE VIEW I W 'J (3 D (F� .'m o m HOWNWH 1•X4•Z SsTOP VIEW � ]MULLION � TY:ANCHOR Z PERSUBSTRATE• 7 ~ m Q -EXTERIOR I - I i '- ' i �SEETABLESIBBORIBB Z Ug = I -TYP.ANCHOR 1 I STANDARD MULLION CLIP 6 I PERSUBS'TRATE. I I I EXTERIOR MODIFIED TO FIT FIELD I SEETABLES I8-140 1 I - ,., .� Z . 'r t- CONORIONS. I -I 1 2•XS'ANGLE CLIP. I" _2.z 2PER MULLION END. MUSTBE - +. •,,Z N,<< BISTALLEDINSIDEOFBAYMULL I- O ..Z. �..Tp 'MULLION 1 � � fA � � , $ cD LuQ.; DO ANGLE CLIP Z ,.a O. O _ 1 z MUUUON@!D U MUST B EINSTALLEDi, INSIDE OFMLRLI y \_TIM. ANCHOR�0 RO�U1CIny wEith the FlErul orida PER SUBSTRATE; - E Building COde - SEE TABLES 'I%-0630.01 .. _ INTO WOOD. y _ EXTERIOR r oRMASDNm- Pxpl-tiunDate #12612021 - STEEL.ALUM M _ - INTO wOOD. STEEL.. .. .. - - ALUM; CMU OR MASONRY -EIRERiOR ' - ,i .EDGE,: ..... DISTANCE ¢ , INTOWOOD, - .. ALUM CMU OR MASONRY.�- EDGE • ' DISTANCE ` OPTION'G$ H EXTERIOR-.-r ' •- •'--- •- TO,.' $: ., � • mW Z B9 . Miami-Upd, Product Contro :. - 'u � � NOTES f-0R�INSTALIATION - - r • LU � ``I NY-CYN �'�� ' PERANCHOR... - t h - .• - i o w```�J`O'. O ,1) USE 2 ANGLE CLIP&PER MUWON END CLIPS,MUSTBE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F ' 2) DETAIL G: SEE TABLES 18 )40 FORANCHOR'QUANTITIES AND SHEETS 21-23 FOR HOLE _ �- f kD• 58709" ; 1) DETAIL 15140T APPLICABLE FOR THE BAY OR 1.26" X 2.1 TX. 125"MUWON. LOCATIONS.' D' - 2) SEE TABLES 1&13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. • 3) DETAIL Hi SEE TABLES.I5B OR 16B FORANCNOR QUANTfTI(S AND SHEET 22 FOR HOLE $ =0 .. LOCATIONS... , ; � ® �.p •. SATE � , 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. - - - _ - ._ '' FS • : DRIDP.: \� �''rS7ONAL�;.'��` g A. aWMIII,t Fa 9,1P.E. ■1 IAtlLt"IA Mullion Cap=Hy Table al _ - "• Opening Wld91(for vel8®Oy-sp9min9 muNore)orOpenhg Helght((arhotl7onfelyepamiig mAom) so in 601n 70In BOB 00In 100 in .120 b 1401n 160 b 1x2x.126 Rem Vftf ,. Laadi!Ip,... Tlaprrd-M Loading, . Reolan8alar 1>+9 7tap/Men0. Loading ReatmiPOor Io•Sng 'Trep(laene, Load .Reotatgllat Lnadinp 7Fep1rA�& loading RMargNer Loading R:►Jtdano. Lox@19 Reotaagdm Loading Trapmhlg• Lmdlg R4P151 C1r, Laadna '-Tr+pRdi?nD•, Loading ,RemapWar, LaudOig .1tap/iilmg 'Loading _. ,Raelmiglly ,"'loedtg' .7tap MaW; "-'LdudNg Alum. Tube Tlhlall xx �g�S@ B 0 8 o RR P 8a egg 8 �•� }�t e 8_ g E _p� F11 _. .._ 8� 3. 812.1 �' .o S g� Sd$$ $�$ ga� $1 s§ 8'� g�'g�, e�..mulBon- a3 �6 �$J$ 42 in - 111.9 408 129.5 332. 932 406 M6.6 325 78.9 408 107.8 321 69.9 408 ID4.4 319:. '621 '408 104.0 319 55.9 '408 104.0 319 46.6 406 104.0 319 3S9 408 104.0 310 all 408 104.0 319 IB b 74.8 112 .038 258 ., 971 W2 ^ 73.4, 252 53:5 312. 5(.0 �249 48.8 312 532 246 41.0 M2 61.3 244 37.6 312 ' 61.0" 244 312 312 61.0 244 28.8 312 61.0 2M 23.4 312 61.9 244 50.6251n 63.9 2B7 706 234 53.2 •261 81.5 226 4S6 281 • .55.7 224 39.9 281 6Z1 222 ,3ifi� -281 60.1 ; 220. 31.6 281 '443` 218 26.6 281 49.3 219 22.8 2B1 49.3 210 20.0 251 49.3 219 611n 528 247 57.5 207 43.9 '247 48.8 2a2 37.5, 247199' 72B 2Q 41.5 198 29.2' 247" 39.V 19{' 28.3 247 38.4 193 21.0 247 38:1. ,`193 ;1B.B, - 247 - 38.1 193 10.4 247 38.1 103 W In- ,38.4 200. 41.2 170 3ZO 1`200 36.4 160 27.4 200 31.6 163 2b.0 200 7D.B 180 21.3 200 Z7.1 159 192 209 2S9 157 16.0 200 2S0 150 63k1'- 3&1 •161 35.3 156 27.6 tat. =33 152 237 1&1" 29.9 148 20.7 /In 24.5 146: 114 181 22.8 144 16.8 181 21.7 143 66 In 2LO 1166 20.6- -142 ?A.0 155' 261 1,139 20.6 166 23.1 136 18.0 16.5 21.0 IM - 721n 222 139 Z4.3 120 18.6 178 18.9 '118 15.8 118 17.5 118' 76 in 18.9 125 19.7 1 109' AS.T 125 18.8 tOF -' •� - 70In- 17.4 11B 18.2 1 104 EL TA ILt lb Anchor Capacity Table bs ' -S.babat. -._. -.- --27k Cacoft 3.5k Cone I -. --' Hmao CMU ... _ _ _ `�.. FEW C61U _ PT.W-d - ;*; Mete] An:"Typa. 3116'Ei64Ulaaom 1!4'Eteo UUracm 6I78'Eko 311a'. fir- 11 Fea Unmem 1/4'63 EIoo 5116•Roo 114'SSEN.k170ft 1 0128bod 012 Slrel screw Ui9am A9BI.G.1or .UV- Appn:.I., st samvlM (ram Anchor Clip Pattern - E4pe Obionoe Tmk 1' 2.1rt" 1' 241P' 3.116' I° 2-1/!' 1` 2-1? Y. 3.118' T 0.54' 0.324' ' EmbmmeN (Od 1 XV " "• 1,314" I-W4' I've Y . /-114" 1-1/4" '1. W 1.1/4' 1414' 1N4• ...T.• - 1318' lades 2 AncMm 89 4.7S MkI. O.G lBmlafatl or OBaoi qlP (F7p. 17 380 We 3w Om , 450 Ba BOO iba 1044 am 2o0 Um 28D Ib. 354 Ma .. 7AD Poc - 3741ba 66q 1a9 1':945Id.rt 442M SW Au 4Anabon 4] 1.15' Nln; O.C. 6LuMaU (or O(oe0 COP (F47. 2): 480 U. 7w Oa WA WA WA NU 380 Ra, WA ", NIA NA NA WA ' B95IDa 1120 au 4 AaaMra 3'NOrt QG 1(2) 2x5Anpla CUP.7dip. 37 78016a TBO Bu BBO We 1560 BA 1898 o' SID Oa 580Iba. WA 760 By 746 Uw 880 Om 169216a 885 tos .-1120 Ws 2. Oom ®0.45" Sari G.61 UC11p, into .11. AI I. TF. 47 WA WA WA WA WA WA WA -` WA , WA WA WA WA NIA 715 U. (r',..:- 1 Anctror/ F-Clip IRO. Sk 195 Ou 1951ba 7151b9 445Ios ' on an 135 Ra 140 No 177 ma -370 n . 1011ba 332Ila 473 ft -17/A- 2211ba 2801be240 ass :3501Da WA WA,NIA_-WA__1901bo�__w'L NO -_NA ---WA -- --,- 2Om---580 Wa-- W ^Q W I J ,} O W im 4o (O C) ANUHUI(I.FU'AI.IITAUJU.11menl rUKmuL (D �)X/ANCHOR CAP .,,a,�\ ANCHORCAP.- - MULLION CAR-,„,,,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION'I CAPACITY (FROM THE -TABLE) OF THE SELECTED L' MULLION. IT WILYIFJAMINIMUM ANCHOR CAPACDY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY -TABLE- -- - - 07 .6 (() ..w 2 w "Q � '• z NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHORPATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - NOA-No. Expiration FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 .FOR INSTRUCTIONS. ON USING THE TABLES AND SHEET 26 FOR INFORMATION: ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. _ .-.1 1.000• r- -' • _ 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, " FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. FIGURE4: • - ANGLE CUP MUST BE FIGURES: • USED IN PAIRS. - - - _ FIGURE B: HOLES TO 13E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE' HOLE LOCATIONS ' r_ i.1 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SFECIFICATIONS. HOLLOW AND GROUT-Fil 1 CONCRETE BLOCKUNIT (CMU) SHALL CONFORM TO ASTM C-90: )HOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' THICK. STEEL STUDS T•OBEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE). STRUCTURAL STEELIUBE AT, INTO METAL AT LEAST 3SCREW THREADS BEYOND' 2.000' •' .125" , 1 X2'X.125' MULLION . ® ORS INTO STEEL,EXTEND THE MATERIAL. #10 81k12 ANCHORS INTO WOOD MAYBE STEEL,1 [1•B S.S. OR 410 S.S. THE MATERIAL. Oot005/2612021 Produ •. r 58705' ~ ° A6, .I STATE F( FL P:EX 56705 FA TABLE 2A Mullion Capacity Table fibsel Opening dth tlbrmrbcaBy-upwWrGrhtGOri�)'Or,'Opiillkig'lfelghtOOtWd&blY��P twitilloriB) 60 In -60 in! So ki IDD 61 112 x.37S Ftmtw�j LecdlIQ T.PfTdam. I L--IV fta-vul. L.,dim Trprrftpa. Loading W Loalm TMPrM-v-- L_Mrq ftewgulw Lwdrq TMpK L L-av Lcoft %, ulav I.," --wt. -2. Twilit-0 Loaft Alum. Tube mullion Is, 2? 42 in 170.0 EM 1101.0 435 11 51.3 652 Ilan 47B 129.7 662 17cxo IUS 602 169.6 518, en, -16&9 5,7�, OQS: 15�1 61ff S17, �Blj 615,2 jjq&8 611 1 %71 Sw I ws.9 517 1 40 in IZIA 11,36. 0 419 .4 1101- '607i ile� 410 -.9 riiqrl 10�7 .403 MO SD7 S58 1020, �39q; O�. 597 1 R.q pq. PRII 5eir 99.0 39e 60.7 6110 99.0 Bee 414 507 We BOB 38.0 SOT MO 3B6 S 625m D. ID3.7 4�13 14.6 379 80�4; '460 jil?.0 371 74.1 4SS 019' 364 CAB BILS, 260. :.Pl'B: *1..' 51-� '!�&6 8 0. -3M � BID . 11 460 - . - . eme -WT as 324 459 See 358 '�54 85.4 � 14M n3 33S 71.2 00� SOLO .3291 SIA. [.- ??�? 3Z2" 53.4 400 97.1 400 04.0 315 427 400- 62.3 W 3SS 00 di.6 - 7Z7 *Bb '2(L7 490 61.8 313 60 h aza m Sew RTO 51.9 324 575 ZfO 44.6 224 61.2 284 36.9 324 4G0 260- 34.6 324 4&9 257 81.1 224 410 2S6 2110 324 40.5 253 222 324 40.5 263 19.5 324 4CLS 2S3- c: 63 In SIB 294 57.4 252 44.0 294 49.2 248 38.4 294 1416 241 33.6 204 See 237 2RD 294 37.1 234 2&9 294 3,12 232. 224 2S4 33.5 23D 10.2 294 2&4 230 1&0 294 334 230 .001n, '41L8 268 230 :??.0 ��qk 4Z� 225, !1L 268, As .�2 1 29.2. 20 341 218 20.0 258 31.8 -215 g�4 , ?Be -MB 21!2 S 1116 268 26LO 210 1&7 268 27.7 2M U.6 204 27.7 209 19. . .72 it?- 36.0 1-225A 37.6: -,196-, -Ill 261' .4 1� l8a] 225 225 .25.6 20,0'. US 1110 -225- 21.1 -1650 -IS:0 r12 29.3' -177 ]'119 '226' 19.6 176 11.3 225 19.6 176 7B In ISL9, 177.1 2&6, 2M. N 21.8 170 +%2 202,71 �1.3 I IFV; I&S IF,3 21JZ- 16.4 183 12-0. _292_ AaV �JO:9, 202 ;150 IS&, 2M -Ja� x - I W28.3 29.0 leq� 123:6,1 192 1�25.1 11.65 2(i..2' U12 102 J.iw 1.1 So lal' 02, LGA L67 IRS .155 lq� -10.2- 1 Im- [14.4 151) 16.0,' :102i 14.2. 16 - Be jail _Iae 16 T, 5.4.1 mi -,I 26 7 77 00 b _ 1 6 2 127 1&6_ lvc wk I I I I A 7- 7 Anchor Cmiaeft Table . SO.U. 17RO=mte, 23k cqw. 1. Filed Qvu, Aetal . ..... Aal;j.: AnaorClIpPatams 5""' -3lIi-Ekj4I1ri9� IW Elto UltimEn, IWBSEW AgWer.t-f 51UP Etli-k -Uitwqn S.- (qs) 012,61eW sow (cs) - rdV M.- ony 1. 2-t2• I I- 2-172' - 3-1/8• V -1 X 2-?2' 3-va- r 0.4ir 0.54' 0.37A' -.E.bedmml(lnl I V4" 1,V4-. -1 1 21 1-114' 1414" 1-11C 1.114- 141C 1-114" 77- r I_Tw I-"- lefts 2An-b.M(94.75'tAh.C.Q/St.d.M(M.tC9p(FM. IX 30 Na --37g0-1h 4501. -[::1 " 1644 IM 270.0.m 200 Ibu - 354 Ift 74Q On 37411,z-i Milb. : =-3% 716-1b- 4 Anoh-'Q 1.15l'.Mlil 0.11 1SUnd'zId OxOff-t) CUP ft�27 :W,P. '70OU I . N/K., I -N/A WA WX3801h.1- IIIA -- .NIAI WA - : WA j WA' 6829. 885.11 112111h. • 0.CjV)2x5AnCIo.COps I (Fig. 3� 4 A-'L 760 [be IbA 180 It. 54014. 500 ro., WA 760114� 748 !be OBO ft IM2 On 6112rN wSits 2 .1 1 U00; Vito .125* Akin (Fig. 4): WA �.A --WA WA j: i WA - -WA NIA WA WA"-' -WA .. JUA =WA - 71514 445w 82T We 135R. -WIM, Mn. 1-370 Ms 187165 c 932 wo 473 ft 110w 221 Ib. t; 2 Amh� 0 1.15'Ntn. O.Qf F-arp ft. BY 240 IDS NA -7-tvA: WA 190 lb,. :�'WA- - a NIA WA'2 lt� WA "I ;1VA. . 341PX 1-4421be NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES As THE sTANi)ARD OPP. " It ANCHOR 6APAC ADjUgfm-EN'fFbhMuW' ).aANCHOR CAP iA CHOP CA UEF USETHIS FORMULATO OBTAIN THE 'ANCHOR CAPACITY K-QUIRM",CORRESPONDING.-TO AN ACTUALPRE S OPENING: WHEN it IS LOWER THAN THE MULLION CAPA CITY (FROM THE TABLE) OFTHE SELECTED MULLION, IT WILL YIELD A MINIMUM ANCHOR CAP -AC1jMWHICHNAy-BEUSED-T0 QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE j U) A8 PRODUIPT REVISED c�;) " comp%12 with the Florlt!167 SpIldling O`J I,-- pA-m.. 'br 1 7- Ely M FIGURE I. FIGURE 2: TABLE NOTES, 1)�SEE�SHEET 1 FOR,INS�4it�ONS ON UMNGTHPTABLESAN D SHEEfi6 FO R INFORmWnON ON LOA_DIN--G-., SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --1 2) LINEAR INTERPOLATION BETWEEN AND/OR OPENING WIDTHS ISALI:40WABLF- FIG I URE 3:' 'AND MULLION CLIPS SHOWN ARE NOTTO JO SCALF-;FOR EXACT DIMENsibAS,'4qE 04P78 211�23. 1111111 41, -1111 . ' HOL�S-TODED-RILLEDIN.THEFIELbF6LLqVV]NqDIMEtiSIONALRESTRICTIONE�SHi)WkON.'§E 21-23. 2000.: FIGURES SHQWSIUGGESTED,APPROXIMATE HOLE LOCATION&.4. oi�s; HOLLOW AND GROUP -FILLED �'-ANGLE CLIP MUSTBE USED IN PAIRS. LM.-FILLE6 4) SUBSTRATES: CONCRETE SkALL CONFORM TdAbf 3b1,SPkCW1CA1l .375* • Z 6AcRETiEBIbCK UNIT(cmq) SHALL, CONFORM TQ�ASTM 6k WOODSHALL BE PRESSURE -TREATED No. 58705, IGUIRE 4: FIGURE 5: FIGFIGURE6: YELLOW SOUTHERN PINE WITH AN.SG OF 0.55. ALL"INUOSHALL BE 6003-Tfi AND Bt-4MINIMUM� 6r.ViO X MULLION - - -------- - - THICKSTEEL STUDS TO BEA MINIMUM GRADE i3AND.W'THICK (18 GAUGE). STRUCTURAL STEEL TqBtE XT LEAs-r.126!--nilCKAr4DA36.AUANC�IORS.INTO METAL,SHALL 9MNDATLE.AS'�3SCJ�EqTHREAqP@gYPNP..-'J� ,....-• AAEII�' ,THEtmATr=RIAL#10&#12ANCHOkS;INTP�ybOp�,:OF(O.E.STEELj".S.�?C� �"ke, Q At- X tt A. LYN FL Multion Capacity Table (bsfie) Opening lh (ior verUca*soarh1 miltilom) OrOpening Hftht (fbrtDdzantWV-epw"ngmtmonS) tid 111: 60 in 70In so In 90 In laid, 120 in 14010 Iwin ReelWDAN L.,d.9 %.pfTddda: L--ft Rents W., L-ing tal L--dng L-ddim did a Tuba mumon 4', 42 trj 17?.0 620 170.0 435 170.0 744 Vall 47a 170.a m 170-0 !iQ8 170.01 692; 70.0 ilik 17MO, 6?1 170.0 j *0 17q.ij ',11483 170.0 W1, 127.6 130 1!0.,o mi 111.5 13m 170.0 521 I 170.0 708 170.0 624 170.0 350 IM.0 584 17U M VILO 630 110.0 il!33" 661 151.8 '`113�6 170.0 'ili" 136.6 1139 170.0 ;,pR. 1114-9L "149 '70-0, c'd 85.4 1139, 17UO 6W In 50, In ic 170.0 747 170.0 563 170.01 ON 17b.0 631 167.8 1032 171101 684 146.81 1-2 1932.1 j?0.PI,mjI3R-j 1039 170.9 -747 117.4 1032 171�� 7�5 , 97.0 1932 1T0.0 75a 83.0 IM21 170M 756 73.4 1032 17MS 7156 F4211 641. 170.0 -T97, 170.0 612 161.31 907 1 i7a:0 69.1 13&2. 807. 104.7 730 120,91 907 1,1W_51 720 107.5 BUT 1 145.0 714 116.0 W7 141.1 Val' 86.6 141 0 a. 709 - sil ' 907 14D.0 709 6115 W? 140.6 "ioi,. 60 In 141.1 735 15t.5 C26 i17.� 735 1 !3P.3 - 611' 100.8 7:3� 116.6 S9 88.2 a. 18.4• 70,6�- jjS 96.1. 578 r4 58.8 735 91.8 574 60A 735 9`1.11 074 44.11 735 61.0, - 574] 6 31, 1 - -T 219 M ail 570 MIX SM 111 .5 W M; 668 93.9 547 -iZTFGW 90.111 &U 67.7 61� 03.9 531 66.9 791' '5M 56.0' Ii V62f' 31LI 6W 75,11 '5211 66-1. 10-6.0 -6D7 112.4 522 511.3 607 06.11 Mil 75.7 007 05.0 501 W2 6(ij 7y.1-11 58.9 60Y 71.5 400 53,0 W7 67.6 481 44.2 607 63.4 478 37.9 07 627 474 311 607 62.7 474 131Z _ 510 _ W.8 40 68.0 510 '13.0 411� 15&3�D"10 64.3 420 61.0 610 -1 --r4_ r4l. r 41.4 50 S3.3 40.8 510 Sal) 10.3 34.0 510 45,9 402 292 510 44.4 MID 215 610 44.3 .399 6 09A 45a 7Z5 400 87.8 438 61.7 n2 49.6 1 458 54.1 355 43.4 458 48S 1 378 39.6 - 4W - ".6 373 34.7 450 41.6 30 28.11 456 37.7 362 24.8_ 458 38.0 359 21.7 458 33.7 358 7 0 31 1 53.5 �W 511�6. 1 3P 1 45.9 1.435 49.8 3W 40.1 435 --TT- 35.7 435 40.9 M5 32.1 435 3&1 351 28A 435 34.4 u4 2m 4m sm, 34f =I 43s =2 24o 061. AI.S. -327 -411 290 34-0 327: 3%4- M5 29.9 327 3.1.8 200 1 3zr. 2 271i �53 [413 271 20.0 321 21-1 2W 17.4 37T 214 202 It!) 3V 19.3 2rA 1.- .34.4 M7 WA, 257 MY U7 M.9 25i �4.6 2 24q 21.5 217- 2" -287 2ag, .240 IT.2 2ill- 113 237 14.4 207 -1&9 N I lid, '242 -227- "24.7. `20- .2(L2- -227- k215 -218• -201- -17.34 227 18.0 �18.0 193- III In ,4j, M7 16974 111.6- 10.1-191 '16.0, -i% Ata6k L23�1 7'. IS I POLL Jb Anchor Capacity Table (lb8l Z:. 21k CW"de 3.bk Gd-, - Holur, T19.1CM11 :' , PT,,VVD04--l-,., - Wild :I14'.Ek-.Ukndd 1114!-Ek. Mbf6di 1/4'SS Eld. w Eiin a Sq"' tSt i?W� 0125t -eel Clip PatternsWig* Eloo Lkoed Ing! A 86" (w) fiwe;m PO a (G!1I �nctlqr Edon Olrftvrx MY A, zire I* I 2-IW 3.IIV 17 T- - 2-1 W - I' 2-14e, 27 , 3-1111- r 0.4r, 054' 0.3W -1-3/4- - 134r- -1-W4'- - 1,V4- - Z- -I- - - -- 141W- -1Aw- 1-114- -21 1-3411 1-w Wks 2A.t 30 390 Oka 450 lb3 I aW 1e44 It. 2709- 20OW 354 1b. 740 lbs 374 IbS 6'54 ft 940 M 341 Ihs. -Zwr-. .. -442itm -560 ft 4A.hD.@1.15-M��FQISW*,d(.OIL,MCRpg-�2X �Ibwl, .460ft 7W al. - '11A WA WA 330 m WA WA . IVA WA NIA 'W2 SSS (b. i 1120;1151 1 3�P7!80 bs 780 RA 680 ft 15 60 W2. 11198 MS - _!;FR. j,56iift NIA TOO Iba 745thc BW Pis 1802 Ito ag SM 1 b. 1120 ,m Ni Nik", NIA;- N/A --JVA I- ZWA . '. WA- I 'WA; NIA, WA V& N/A:.- WA - IVA-i, --WA-.- 7111 Im iAntfMIF-ClIpflo. I -7i �Rm' 195(ba • 2M Ills .445 In 622 Iba 135 DX 1401b3 1770. 370 tb. 181`113., '170 RX; 221 Ib. 2110 Ill, 7 WA WA PIZA I Igo"- 411A NIA 'wx �341 IbSSW IW me 'APACrlY.'AIDJUSTMIENT FORMULA: ANCHORCAP.- VULLIONCA FORMULA TO OBTAIN THE ANCHOR !jiE,4y15p".CORRESPONDING10 AN' RESSUREREQUIREMENT-FOR THE- -- WHEN IT is LOWER THAN THE MULLION '(FROM THE TABLE) OF THE SELECTED IT WILL YIELD AMINIMUM ANCHOR WHICH MAY -13E. USED TO QUALIFY AL- ANCHOR OPTIONS FROM THE NOTEFOR THE OFFSETCUPUSFTHESAME_ANCHORPATTERNANDANCHOR VALUES AsT.H.E STANDARD CUP. C VALUES ARE USEDIN THE EXAMPLEON SHEET 24,, FIGURE 1:, FIGURE 2, TABLE NOTESi 1.000 ) SEE SHEET IFOR WSTRUCTIONSUSING THE TABLES AND SHEET 25 FOR INFORMATIOft LOADING. ' AL SEE SHEI�s2-4 FOR GENERAL -INSTLATIONMFTHOEJ8. -LENGTHS AN 2) LjNEAR INTERPOLATION PlqR OPENINGWIDTHS 19 ALLOWABLE: �OL�ION BETWEEN MLILL.- FIGURE il;� -MULL16N ri'FOR,W.CTDIM SONS. SEE SHEETS 21-,23.1� 3) AND 66FS-SH61014 AiNDii6&A' EN 2 760' 'HOLESTO BEDRILLED IN THE FIELD FOLLOWING I]IMENSIOI*LkESTAlCnOi4eSHOWt4614PHE��Sgl-23... FIPUREStSHOW SUG.GESTED. APPROXIMATE HOLE LOCATIONS . ANGLE CLIP MUST BE USED IN PAIRS. &.,cbNCRETP�HALL'CONFORMTOAC1301SPEC4FicA-n s. uOLUDw AND GROUT FILLED;`. �4) SUBSTR,�TE ON FIGURE4: FIGURE5 FIGUREC--. _, - "_ .: CONCRETE BLOCK UNIT (CMU)iSHALLCdkF6RM T6ASTM C-90.WO?DSHALLSEPRESSURETREATED 1 WITHANSGOF0.65.ALUMINUMSHALBE60-ItANDBEAPmMum�6�.126- - T b 'THICK- STEEL STUDST6 BE A MiNI.MOM'GWr-.r53�AND'.o.,4tj"THICK(i$'GAUGF). STRUCTURAL STEECTO, BE AT LEAST 125- THICK ANq A36. ALL ANCHORSINTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND VX2. i 75'X.375* MULLION -THE MATERIAL #10 & #12 ANCHORS INTO WOOD,MAY Bt-STktL,'sa S.S. OR 410 S.S. I f�DLG-n„ - _ - mullion Ca a Tablo bsNe ...: OponlnpWldth(for ven1cWS08ai r4nlJ9")o '._. OporilripHalght(f0rhofizu(daU}5pWWnglnlAioll6). - 6p n` .. 701n 801n , 80In 100N :� 1201n S" r .. 14DIn`' _-. ... 160In ... 1 x 7-79 x Reclmpula L04dN9 TfapRtWa Lowing R0 Wnwlar Ia4dnH TlaprMNg.`• Lmdng Red gder L44fZ Tlnp?Tdwa. Loafing Redmg,du LmdnB Tlapllllaia 1-^a�9: '. fieatmad . �dhH .._ -1kpRdmH• .. Load(q, �. Rodmgdm Loodne .._ .�71aWinaM3 . Imding :,. Ra iane' ' 14o{GnB r 1toNrdmO '� :landlt4! � FID�1mv0�ty Y Loafing TiaWid rqk= ti LmdnB .'. RsimONx IA-&u TieplfnwB.. Loedtp' .660 Alum. Tube p n _gg x p 2: - •b��g ... 2^ " V��g O b'�¢ ' U a'. 0� v � V�' � L• II h� A fr� .,• _ & g O•� a � �� 0� 2^ s�� x_ a•:� a9'�.. b�•�� 2" r:, +fib �¢.�^� - m B U -it ag,:. 3� � .. d` a Q �• U .�� 5' ,' B_ E_� of x' U gLy � o .. B� U .� d`•rc'• p, ci 8� sc �''� �i�S - U �� D,., UG a �''S` U 6 L'_ �� _ I �� $. 8� 8� 42N 170.0 620 17D.0 4M '170.0 744 170.0 47E 179.0 BBB 170D 500 170.0 B82 170.0 '610 170.0 111E 170,0 521 170.0 1240 1709 Xl2 ;170.0. 140E ,170.0 521 158.7 162D _170.0 521 139.E 1� .176.0. 'S21 4eN 170.0 7W 170.0 524 1T0.0 650, 170.0 SB4' 170,D 902 17a0 630 170D 1173 170.0 601 170.0 1275 170.0 OTT 170.0 1417 170.0 ON 141.7 1417 170.0 NO 1215 '1417 170.0 680 1053 1417 170.0 ,E00 50.6251. 170-0 747 170.0 563 170.0 696 170.0 631 170D 1M3 170.0 8B{ 170.o tics 170.0 727 1626 1208 170.0 747 146.3 -1283 17CO 756r 121.9 1286 170.0 �756 1D/.5 1298, 170,0 758 PIA 12M 170.0 :750 54 IW 170.0 797 17a0 1512 170.0 958 . 170.0 891 170.0 '111E tTO.0 754 ISOJ 1130 170.1 603 433.8 1130 170.0 837 12a6 1130 170.0 ON W0.5 HBO 170.0 861 00.1 1130 170.0 851 75,3 1130 MA WIN 80In 170 0 885 110.0 701 1465 015 102.3 781 125S 915 1.41.5 748 109.9 B" 1. 735 fA.O 015 123.0 726 On 915 118.5 no 732 915 114.4 715 OZO 915 114.4 715 649 015 114.4 715 631a 1616 630 161.0. 70. 120.5 1,830 t38;B ,694 tOOS .830 173.2 681 84.8 030 1122 670 84.4 830 IOU 682 '15.9 ON ERA 655 03.3 a30 94.6 049 54.2 WO 04.1 640 47.4 830 04.1 60� BBN 1321 �757-:U0.0 650 110.0 ,757 i1B.5 6:18" 84.3 757 105.9 829; 826 757' Ya1 014 13,4" 787- 08.1 .aae.. _N.O .761 Et2 800 65.0 757 79.0 593 472 751 782 591 41.3 757 702 SM 0 J ,7219. 1Dt.7 "839, 100.E 552 .8{.e ,1330 81:0- 540 -- 727-'036 .80.1 830 63A1 B3B 72.2 521 6p.5 G3B 66.5 514 "50.8".6 823 -SpBf 424 Gib' "572 500. 38.3 ..636• 55.3 497 131.6 .E30. ".552 ,49,7." 'N.5 .571 00.4 498 •721 571 76.8 468 8. , 71 VA 478, 54-1 571- 60.6 '470 4B.0. 571 '55.5 484. 43.7571 51.8 .,459; 30.0 5TI 41,0- _45Y J7.8, 671.. _4{9 781n. 'BO.O 542 83.4 474 60.7' 642 10.8� 465; 67.1':W 62/ 45860.0 542' 65.7 449` 44A. 642 51.0 42 40.0 547 473 _"437. 333 512 429 41 25,8 542 40.6 425. •2S0 842; '44L- 4A 001. 521 407 M.7 361 43.4 ,A07 45,4" 355 3-12 407 30.6 349 US -407. 3%3. .'343` 2a8 407• 321 338 .28.0 481* 29.6, ,3M- -217 407 .28.1 327 19.0 407 24.1 S32- -18.5 407 23.0' 310 360 44.1 320 :36.8' 358 372 314y 30.7. 358 32.4 300 20.8 . 3" 28.6 -3d.' 23.8 350 26.1 300 21.6 35! 24.P 29s` 179 358 21:0 289 159 358. '1B2 _ 204 „BBfn _, tOBN ,429 30.1 287 90.6 255 2S1 25.9 251 283 22.771 2 _ _ t823 . I&I' � 16.5 27` 111n 26.3 212 23.1 287 A.e 230 19.8I 287 20.0 A5 V.3 287 18.3 -231 45,4 287 iB.S 72fi 120,N, 220 2A 22.3 109 163 22B 16.8 205 16.7 228 Anchor CaDaefty Table... _. az Stu,sOel¢ :21k'Colielcta. 3,5k Coax: • :Nogo F84:d CW - /' PTWood-- Meld -,- - 5116•el.. - '- IMSS EIm 6115'EIia 114'S9EIce,INOateol 61291ee1 812Stael - I -- AnClofTypB: 3I16' S. UlOaocn 1/4 Eloa UOmmn -Ur_. 3•19" EIm UNacm V4 Ebo UO.0 „ A99'c0af. Unman AemGeWr Soiew p35) - S-05) a-(35) ,AnChorC6PPatEems • ._ _ "_ Edm Wla,m MY 1'-- , &VS•'. - rY-- - -2-ifC - -9-Ve•- t•-- �2-12' '-i' 2-t2•- -2'- --9-11e•. _ 2' t0.48 - .: - 0.51• . 0.324•. - - - - - - -- - EmOedmanl 1d14'.... > 13N'. 1.314• `1314 7 • 1-1l4•. <1-1M' t-V4' . '. 1-1H' t-0/4' • t-1/4' 2 Arctoa@4.75'MIn O.C"/ShMmdot OreH CIO (Flg.1T 390100 •990 450 Ihs '690 fAa"'1644 ps- 'ZlD IOo' ,2010t; `,3541oe' 7401De 374 IDs�,6841os 1H6 me. 34t:)bei ,442100'., SBD ms _4AI 01.16'-MIn.O.C./Slandmd 1or016et)COp (Fy, 2T 48091e` 700D? N/A ', WA WA - -WA .:. ,3ea laa .-. WA .. WA ,'WA`� NIA WA --fiA21Ev BB5 ..1120 ms 4 AnG11DR®3'MIn. O.a`/Q)245An9kCHp4l03B-3Y . 7001hs,.: 'T80 As eea las 15e016s, 10901w: 640lb :5601W: •- WA 760 He 74B Ar,-' 800 tm _' g 10921W 682 ft M . 1120m .. 2AmhW00.4SMN.0.C.l P-C9P Odo .125'Ak4n.(Rg:4Y WA -. - WA--- WA WA._ WA ? WA 'WA = WA' WA >NIA; : ; WA. - 7151Da •1 AnaMrf RCIN(F10-5Y 7851fn- �1951++ 72516e' 4d56s ea Do' .1351W` •140Itq •1771he- 370 Ws, 1871ta" 33216e_ - '-'4731fu' - t701b4 22fIb5 21101bs 01.15-MN. O.Cf Foy (F79• BT ': 140ID4 , r 3500e �.- WA NOl VA �.. WA 1901tm '-'WA ' WA WA = WA WA . 34116a ' 442146 560IOe ' ANCHOR CAPACfTY AVJUU] MbN 11-) VL (,ANCHOR CAANCHOR CAP. P.,o,�l _ (DP )X-`MULLION CAP.,,v,ie,/ USE THIS FQRMULATO 6ElrAW THE'ANCHOR - - CAPACIT(REQUIREU COF{RESPONDINGTOAN ACTUAL. PRESSURE REQUIREMENT FOR THE OPENING WHENsr IS LOWER THAN THE MULLION CAPAOITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILLYIELD.A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE NOTE: FOK THc UFFA'C 1 CIJr, u�t ;1 n� tvuncw��.nvn rn 1 I cr... .,,..+,......, .•+...m-��-. --•- ...- -... -.-. _ _ __... FIGURE 1: . - ..- FIGURE 2- :. .'. - TABLE NOTES: -� .. „ , • - !Gov 1) SEE SHEET I FOR INSTRUCTIONS, ON USING THE TABLES AND SHEEf25 FOR INFORMATION ON LOADING _ GENERAL I ME SEE SHEETS 2-4 FOR GEN INSTALLATION - - .. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSAND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3. -.. y' 3) MUL',LION,AND MULLION CLIPS SHOWN.ARE NOT TD SCALE: F,OR EXACT DIMENSIONS, $EESHEETS.21-28.: HOLES TO BE.DRILLEDIIJ SHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWNON SHEETS 21.23 ) FIGURES SHOW SUGGESTED APPROXIMATE HOLE LOCATIONS. ' ANGLE CLIP MUST BE USED IMPAIRS. - - 4) SUBSTRATES: CONCRETE SHALL CONFORM 70 ACI 301-,SPECIFICATIONS?.HOLLOW AND GROUTfII l rn " ..._CONCRETEBLO,CK UNIT-(CMU)SHALL CONFORM_TO ASTM G90..WOOD SHALLBE PRESSURETREATED - FIGURE 4: FI6URE5: FIGURE 6: - YELLOWSOUTHERN PINEWITHAN SGOF0:55.ALUMINUM SNALLBE6063•T5-AND BEA MINIMUWOFAM" • ' - - - THICK STEEL STUDS TO BEA MINIMUM GRADE 33.AND .045." THICK(18 GAUGE) STRUCTURAL STEEL TO BEAT =. LEAST 126' THICK AND A36-`ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND " THE MATERIAL:#108#12ANCH61S'IN70W000,MAYBESTEE,I878S.S. OR410 B.S. 1'X 275'X.65(T MULLION N complylpg With tho Flarlda Belldln0 Code ' NDA No. 17-0630.01 Expiration Data M2612021 Br Mlamf-Oa roduc�, v: 1t1J111117/ - i _ Ar :: No. 587D5 '9 IL A. LYT LER,.PE. FL P.E.# 58705 _ . TABLE 6A Mullion Cal Table fbsWj Opening Width (fbr%FM IliFSpairrdnamiflowns)*rOppenihneff -' v _ htftr}v pa Zak- aah 70 In guln in 150t" I' TmfTe RWrCft -TMPrrg=g. R-d-g-iW Mmn -fW- w 1,71WRIM2. w T al Ladino RocWguisir' IN ft ;T Rmlel T1h,#Trfqu fwws�d. TwIli.g. V x 3.1126" x Lud ng Le.dng L.Rdno Laaft J_ft L..kq Lw Sno L, no:-" te, 0 .600' Ahim- Tube Mull 'All i A H Iff a. 51 �M Ilgmg; �M t7G.0 7" 170.0 11OLO 868 170.0 506 170-0 J170" am 17a0 �w, 'TMR "',a 1 170.0 'IT(La .14811 170-0 611 17aD 1?36 170.0 521 154.4 IBM 170.0 521 ___12'M L10.1 170.0 524 170.0 M 1170.0 630 170-0 1133, 170.q 1275 17U.0 OU 170.0 i4il f7*.O 680 157.7 15U 170.0 d8d lk W7 1170.0 GOD 114�2 IM 170.01 686 40 in V0.0 708 ll �7ua t70.0 Mil - ,q" gal 11CLO .1m 6" 110.0 il W. -!ZP'P 17 - .1 -61 723 1?0,q _4S 1711A - vu . , I 44 - . - , .9 ip TR 141.! 1415 17a.0 7N i2l,5 1499 1711.0 756 100.5 I.tI.11 761. 50.6251n .170.0 - i)id w3 612 170.0 858, )7" APX a 1 110.0 111110 _170.0 171LO _T6_4 -170-0 12M 1275 . g .1 MO . - 1163 166.1 1401 - 170.0 837 140.5 1401 =� 170.0 We jNA i4bf 1*0 Mj 106.j I'46j i*,o �dbl 914 _1401 170.0 86' in 601. lion T97 835 1711.0 70 1 170.0 100 170.0 :59 797 �6_86 1156 170.0 1 21 _0 WO 028 123.3 11$0 160.5 017 111.0 - 11 _i704_9 149.7 - 910 92.6 liSO 144.5 - ON - 793 IiS6 1144.6 = 94 11156 144.51 m' _L70.0 . .745, 1 S9_8 11919 170,0 •iiw, 137.0 1" 100 1.7 141.1 14 M 100.5 1049 132.0 'W 7;Sy I- 4a M .1 719 I . - Iola .. 119.3 1120 Gas 1049 - 118.9 Big 59.9 1049 Ims me A -7, in - IM 186.E855 � 170.0 _ imo - 789 139.0 -Q�s�. isl.� - 864 110.1 Ill 113 133.7 "788 �04.2 m 121.4 776 7WA Tgo. IIZ8 63.4 M, 100.4, ".15- 055_. 60.8 718 �aii; Sea' 745 '2,1 5Z 955 80.7 740 3' J21i. .12&5 am 13;.o -697 107.0 W4 114.0 N2, -01.6 803 �sm :912 659 -71.41 Bad: I a3.9 I 642 78.6 Gd- �S' -mp 458 -69.6 M Ami, . w jq.7 W, ,3 761. 1091 '0 �m �_ffl � -W9 a .0 721 6�1 1 _EL M5 �98,3 M - ja.5 505 r-1 '58C.- ._T, k3 , I , 1 683 2 599 -a2 684 18-4 63.1 5i7 - ;56.1: -W4 64.4- 558 .5 wlT 4V .664 �4.'I Wf �8.1. . jERT 1�1,3 �1,3 A30, 4i.6 8841 .534 78 in -b• lat.6 L60 1&4 4 57 0.0, 440- .411:1 514' 44.0. x5 �l :40.g, 427 3ii) fil �37_1, .421, -??4:, 61V :ij.0 '41i .5. 614: .." 30.4 I 41 - . 514 '20 .9- 403, go [19 514 �.9 �. j� 1.1 452 40.9 390 33.0 -3W 36.1 452- 32.0� 316 27.1 iE� -.30A. z373 .22 -6 462 *61 2412 3�9, _ l it 0 "fiL l ;ii� i�q 5C2 452 M7 404 45L2 47.0 39e' �jj,- 4 234 312 2��6' .452 6V -308' 211 '3WW57- 22J 03•I -19.0- 20.6- -ZDg- 0.0+29 357- -.162 287 '11.9 .3571 108 in 38.1 1 3S7 30.9 322 31 7 72 357 21 . �; 11-5 _ws_� 33a 19.0 al�� 7T4-0 4, 38 27, F ;.14.a "-.,0(' Z • III In 35A I Ta� .35.8, 1 300 1 28.2-1 1 .am 30A 301 125.0 .33. 20.5 256 . 1 28a I _1111.1 1 252.1 irL,l 209', 10.3 249 1 13.0 269- 14.0 24 6,� '�69, A2.8 246 1 Q n .2ah' '116.41 '232 27.r I 2ag 2112 1 283 1 211 1 289 23.7 2S9 19.8 28g 1 1:117:3 TABLE 51B I- - .. .- - I - - ... . -1 AMneb*rCa - - iiielty . .1_ _lz -_ _ Table Table libel 2.7k COMfde sum1w. -fde 15kc.c. 3"C-c' moam cmu FRIC11CMIJ : PTwood me[A 1.,41- 6S Men MO' FJc0 Il iiiiisleni #12siftl *m sted 'sl ji�, n 'An&OTYPCf. - 316`00ijilpen u Ug=- S16- �mu�m 1!4- Fik, G..r ^qglecanr Seel stm ai r Anchor, �:N�Pft V 3--ijEr Z_V� Z--- 3-11T. 40.43`4-1. -V�W 0.324m Edge DiSISM6 Ort r -I�vr I-Vr 141C . 1-11 2 I-W ! I -� It _vAes 0 A7V- IAJIIP-� I Mandaml or UnSel cup fig. ly 399 r-• 300 t- 45D be TWft 1644- WWS* 740IIS3 37A 10 W, lb, 2 AnCh- 40DW 700 go- fVA , NIA -JUA .3mm /A. IIIA ILIA 6929Ki_ 1.15MIN IS apoin, 15M IbS leffift =%. 54 � EMMS N/A 71glia 748 ins Sen inn 111928a 662b.: -_685ft 1120 ga 4A"wmh0.cj(2)MArQleCIW4Rg.4 78081S, _7DD . NIA WA NIA NIA WA. ---- 7, pfA IVA IVA WA WA W WA 1073 M. NIA Z�Ibl , -1 FaS '135lbs .117- lbs_ I Be 770AV4 �211 Me I Al.florl I _�V(Hg OX "[A MA _WA NIA F- 'go WA A -I 141A I A WX 4UM 5w - Q,Amnhpn m IP- - RCAP.li�- =ANCHORCAP.-I -§!§URE REQUIREMENT FOR THE HEN IT IS LOWER T THEU.ON :ROM THE TABLE) OF THE SELECTED WUL,YIELISA MINIMUM ANCHOR 'HIGH MAY BE USED TO QUALIFY "ANCHOR OPTIONS _A�FROM THE OTE:FOR THE U"bel L&W, UbmlltlElii,r.,. T URE FIG I' FIGURE 2:. TABLE NOTES. 1).SEESHEEiTl FOR INSTRUCTIONS ON.USlN'G THE TABLES AND SHEET 26.FOR INFO LOADING.. ��O� ON LOADI SEE SHEETS 2;4 FOR GENERAL INSTALLATION METHODS- : ' w1PTMA is 2) UNEARINTERPOLA.TiON'S.E.TWEEN�.bCLLEidG,,,,,.I _D/bROPENO_? FIGURES: 3)mULL'10 AN6-mul_66NCLIF�SH OWN AREVOT TO SCALIL 'FOR EXACT DIIYIEN�PNS: PEE SHEETS 21723 :)N SHEETS HOLES To 136 DRILLEDIN THE FIELDFbLLOWING DIMENSIONAL FiEST1416TION9 SHOWN ON 8 -!IETS-21-23. 1 FiGURES'SHOW SLiGdtI§TkD, APPk6XIMA1T- HOLE LOCATIONS ANGLE CLIP r BE USED IN PAIRS. rE6:CONCRETE SHALL CONFORM 'TOAC[i0fSPECIFICATIONS .HOLLOW AN15�GROU:T-FIL -4) SUBSTRAI- CONCRETE 8LocK UNiT,(cmul CONEPW TqMT1m -TREATED _.§j!84R1�1PRESSURE FIGURE4". •giloa;7p-AND�E 'FIGURES'. Flduk&. M, 112 MINIMU OF; Y94ow SOUTHERN:PINE WITH AN SG OF 0.15S. ALUMINUM SHALL v: IX 3.126X.5' MULLION THICK. STEEL STUDS to BEA MINIMUM GRADE 33 *6 -.645"THICK (iB'GAUGE)-bT�RUCI�JRAL�STEELT6.BE AT, LEAST-.126'THICK AND Asq. ALL ANCHORS INTO METAL SHALL SCREW THREADS BEYOND INTO WOOD MAY BE STEEL, 1M S.S. OR410S.S. (i'VF MULLION) By e; No. 58705.' 701 W.'&NINNOLL0 P- r FL' fil:.# 587C6 MufOon Ci city Tabla(IbSAtk) Opening Width (forleNceiMP8 ml010 )or0 en1. Ho M f[Y12af2B e11rV' RIIIDOnB = - ` t fi081. Wkl 701. so In ,.• �901n,,, �1081n 16zmn0ulsr Trapfrdotq. PaatetgWsr TIap00an9•' Rectangular T1vNmetW- Fdn°tenpWN TM MM4n� Rectmw 'Iiapl7r&m. 13elanatu 7mp.Mmg., Recmlpider: ..7ngdT mp Roelap�fa TYrydnton& ReUa�D� TI�Y1HenGa . l x4x.129 lamling `- L08dn0 :Loa�tp Imi1rt9._. .-'Iwdne ' .Loadn9 LoolSne LwfiB tOeDk,g. •,,los�t,p •.. I-Oadn¢, Laedlpe .. Wedna� ;bSdNa ,�, to?dtW.- Lm3nF' 'Loedn9S o Alu1n.Tube . A• A, e mumon 1. 119, s'�g'gr I If ark LLI -42m _ .1740 020 170.0 4G3; •f70,0 744 770.0 478 170.0 66B 170:0 606 170,E B92 170.0 519 170.0 1116 /70A 521 17D.0 1240 170.0 �1 7T0.0 1e90 170.0 521 146.E 1489 Ina 621 17,1A 14W 170.0 'Rt --N .O 1 v•' _ •461n F7O. T00 1TD.0 R4 t)0.0 650- 170.0 584 1T0.0 882 170.0 '630` 170.0. 1133 .170.0 Wt 170.0 1275 1T0.0 -mr Y603 13W 17D.0 680' 130.3 i30.1 d70.9'-660 111.7 1303 1F1.0 6W 87.7 13da 17DA 1580 N .. - - -ism M dd f!) 5D.6'25M 747 170.0 R63 I70A 888 170D 631 f70.0 104E 170.0 684 170.0 1185 170.0 723 156.1:1235 170.0 747 1445 121S 170.0 768 117.1 1233 1T0:0 758 100,4 '1239'170,0 750 87A 1MG f70.6 '759W803 372 115E 170.0 537 123A 58 170.0 858 102.9 1150 170.0 Bef 98Z 118E 1100 88 50'� .a 1861 69 134 716E 170.0 1 11 1 2 11 fA Oh 797 170A 812 170.0 938 170.0 641 170.0 1116 170.0 7 A �.., a m CO W2' 125'1 `1011 14&7 6615, '1112 1092 136E W1 100.0 1042 1302 791 O3A 1042 1251 782 719 1012 12&1 782 825 10H 1251 782 O W �. F ` --Win 631n •1T0.0 110A 60.5 .930 1700 170E 701 .:745 1807. 1912. iM2 :99Q 170.0 1838. 797- 810, 1129, 1286 1042 992 161.t 141A 7f18 .,. 113.4 __ 082-'131.0 __., ,._ '782 100.E 092 121.4: _760 90,7 %2_ 114A -7581. 75A 992 /004 745m-m', •840 9FI_21. 1M 744 '587 _ 99'1 -. 1000 ,- 744 i v. _ U _ .. _ _ _.. •_. .__ W . , ,t - t „ _ ❑ „ - - F-.� -. a F r2 Z _? :_.1 I¢- Q N U Ww 1'n i .,.. ._. }Z C-.. <_. N;•� to o:Z � :69M "ieSA . 947_. 170.a" 7&9 .137.E 847 148.0 7W 118:1 047 .130.3 7B8 103.4 847 :117.7 752 919 047 1047 '798 '82T eQ 1022 727 88A 947Tei1 719 'S91 B4T• „940 71157.7 847 g4A 711 72M 761n �135.8; 116.5 949 782 142,T, 120.7 7J7„ .665 1132 :80.1 ' 649` :762 1214i =A ,7M .e1R` 8L0 i,5.:762 8/8 1649 90.0 708- 640 84.9 722 •B49 762 8&4" .-110.0 698 820_ 7&6' W,2' 649: 782' 887 742' 686. 670 `. 079 67.E '.810'. 7�. 827 692' 0T6�.. �613,. 56B1 41,i' 849' '7e2. ,753 �62.8 659. 602'�. .186 r'41.3 849 762. :T2.5 '-60.9 852 697,. '428 _30.{ 849 762. 72-4., 69.E "651 505 TB kI ` YOGA '724 111i1 '634.' -89.0 .724.- 84.6' Eq1: .76,3;',.TM 62.0 600 .- 66.8 -M '74.4 sw '59A. -724-. ;68A 691 634' _7a1` ";6'3.4, 581�.. 446- 724- 67,a 573 362 724'- _54.3 567' '33.4 '724• S);5 565 90 hi' BeN 69:8 57,3 643 478 _.__ '71,8 58.s 4B3 427' ;60.0-. _47.5 '613'' 478: W.'7 49.7 '471' 419 40.7, 40.E ..513 478 62.E 432 4W 412 '43.5 35,8 ..643 4783&5 471 ;468_ 408• ,1"8,8;. 31A 643= 478' .a.e 34A- 452- 400• 34.E 2&7- _ _60 476 39.6 920 446 -395 240: 239 643 478 349 28f ,ISe. - .38E -249 205 513: 478 �32) lye 430' 380- .21.7 ,179 543:- 478- 11.7 i2I.2 4?8 378 1D91n 40.3 377 41,1 341 33.6 •377 .3S •335. 28.8- 3n ,30.0. 330.. .25-2 377 28,8, 325 ZL4 377 240 321 20.1 „3Y!> 220 31Tz- 1&B 97T 190 3f0, ;NA 377-' 171 _ .. .. ..7• •',. p r- yN. 9 ' _ - - o I U X �, x :.. �Q z Y CO x U 111M 37-1 357 37.0 373 -30.a 157- `31.8 318 28A- 357 2T.e M3 ZL2 J57 :.21A J09 .20.6 357 . 220., 305 18.5' '3V 241 -301,- `754 MT ;17.4- 294 .120 I. ?9.3 308 29A 279 N.5 900 23.1 274 21.0 308 21.7 Z/O ,18.3 '-308. ,iB2 �287i ;18.3 308- 17.3 -'2B3 --- -- � `- 1441n 17.0 212 17.2 196 - _ TABLE 80 E Anchor Capacity Table- Lis - e ' SumtFak 2.Tk Omwe1. 3.5k Caw. :F43-CJAU _ FRIO CMU Prmwd .MAe1: Anchor CllP PedarDe '-911C EIn°llheean' ' J iH'F-tco U@acm'; 5/76'1740 Uluacm_ "' ,9178'FJc°Ulvaaon �U4 m°UtOac°n 114'6S Eko �� 5110Os0 U6acon_-P:ZT--[JW-soavr 1I4' SS Ciso .ltO b`Icd {GS)eensv( 128 ;Itf281ee1 -8-(0)- -Ed0° DlsMw M7 - 1'- -: -2-1?- - 1' 24W 3-1/6• 1' . 2.Vr -1' 2-IW - 2` - 3.118• .. _ , 2':. _ 0.49• .- _ (L5P - :0,3W % - - Embed. Mk 'I V4' 1-Se". 1 1-314" 1a4' - r 1414* .14/4'_ .. .1-7/4' . 1.1/4' 1TIF '7441 r = IaIB" 1341' - i teNs , 2A.1-Q 4.79'Mix O.C./et dud a orm Clip(Ft. A4 .390Da- �390.@s '4W Ibs 890 ibs- A6418w 270 Ds'•;' ZED Ib3 :JSd lbs� 740 an: 3741bs' ,664@s:�_ ME. 341@s: 4421bs. ,. 65ms: , .4 Amb°a 0 22g_MIn. O.C.l6landm0 pr omm) Clip f . 3): ; 700 @s"• 7OD 9. ' • 5801bs 14101bs a 952 @s ; . _.WA 560 @a 1 WA . 620 @s: WA 6801ba -. WA , - 682 @s -- ' BB51M "eAmbsm 01.15' M6t O,C. f St4dad(a 00s°0 C11p 0T9. 4L SOD '1400ft WA WA, 'WA -WA - 7W @s- -WA WA WA. WA .. '. WA! 1363 @s- 17701be- Z240M 4Anbinre®8'Miti O.C. I R) 245 Anal- CI4n1 M 5x 7W,0s TBD Rs - -680@e' 16MMS' _IEEE @6 -.'540Ds,. 5" Ibs - WA - 7W Ib° 7461" 60JIbs' ISO U. �'682Ibs 8851ba. 1120 M, B Ansbsre®3'-AMZ O.C./00245A.9ta Cps'/f.4 1170au' '�'J17OW ''�10211Iba 2340 D5 '2844 MS :•610 Ds�'�t Wr. •- :WA., 11401bs „Ilm Ds 172a8a_., 283tW 107216s, 1327W , 1880 @s d AtwMs®OA5'MIn4 o.GftlCllp, Mt°:126•ADmi. (F79.7} 2Arrclws 725' Min O CJ F42'_ 07a ek , WA •.. 3W @a WA ; 950 M _:.: WA 2Sa Ibe WA 7051bs _ WA-:. 478 @e WA :' WA i WA'_ - 280l s.. WA _ WA N/A-" 316 i1n - WA - WA WA-- 440 Ds.' - . WA '- ` . WA WA ' 341 @a NA1' 4/21m - 14308s . 6W @s - -PRODUCT REVISED •s complying with the Florida - BuildingCode r. N0A-No.•• 174630A1;. _ Expiration Dafe 05/26/2021 - By plliam -0, a roe uet Control a .. 4 _ 4 Andtae®1.15'MM: O.CJ F op Pa 9)I .4W @s� 700pa. 'WA WA ':WA' `WA 3WOs �'WA� WA WA WA WA 88216 88511a 1f20@s NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS:THE STANDARD CLIP. ; i - - - ' - i -' j 1.000' r 1 I .. I • TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 9: rFI0URE 4: FIGURE 8; FIGURE 9: • 1) SEE SHEET 1 FOR INSTRUCTIONS Oij USING THE TABLES AND 5HEET25 FOR INFORMATION ON LOADWG. SEE ' • • • • .. • • • _ • • - • • SHEETS 2,4 FOR GENERAL 10; TALLA?iON METHODS ' 1 / QNY LYft • �: 2j LINEAR INTERPOLATION BETWEEN MULLLENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,t13` .•'• 3)MUWONrAND,MULLION,CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEEI'521.-23. HOLES' ,.�. _ - TO BE DRILLED IN THE FIEIA FOLLOWING DIMENSIONAL RESTRiCTiOryS SHOWN ON SHEETS 21 23 FIGURES SHOW * t ND 58705. :FIGURE 5: FIGURES: - FIGURE 7: = �,(• I_ -- SUGGESTED APPROXIMATE HOLE LOCATIONS - - - :. r �'fl • • • _ • 4j SUBSTRATES CONCRETE SHALL CONFpWi.0 AC1301 SPECIFICATIONB.HOLLOW AND GROUT -FILLED' • • •. • - CONCRETE BLOCK UNR (CMU) SHALL•CONFORM TO A3TM 69b. W66 SH91 BE PRESSURE•TREATEO YELLOV1(. R_ ,126' :0,{� •. S ATE i SOUTHERN PINE WITH AN SG 017_0.5S ALUMINUMSHALLBE 606346AND BE A MINIMUM OF.125"THICK STEEL, • ��'•.',c<ORt.STUDS TO BEA •��_�� CK- ANGLE CLIP FIGURES 5&6) MUST BE USED IN PAIRS. AND A36. ALL ANCHORS INTO METAL SHALL E 33 6EXTEND AT LEAST THICK (18 9 SCREW THREAD. STRUCTURAL S98/ONDTHE MATERIAL #10I& 1•r #12 ANCHORS INTO WOOD MAYBE STEEL, 188 S.S. OR 410 S.S. ._ MULLION A. S7Ni�MILL@♦Q�,P.E. FLP.E115870.5 ` [TABLE 7A Mullion Capacily table ji6sM�. OpentrigWMIM pr%sifcalyep6miMginLiMoita)orOpbrdngHeight(r-lw-fftny�p rig mulflons), •60 In D. n,F.460n I X 4 ..;75 Alum. Tube F-twar uakng Rwrrt=g Lo.A.g P.-tangh. Laed.9 ftieTleng. hatingLmlind... Rc.tanwl-r T-pirdang. Lmffl,g R.-t-Gal. L0.4.0 I-XIVINg." L.&III Rep4Tapffe.-D .z' te M 42 k; 170.6 620 1170.9 435 170.0 744 .170.0 478, 170.0 80 1 VO.0 Son •V0.0 992 1110.01 �1� I 1�).q JIiIS 621 17�-S IVO 1,17 q 1 21 170.0 14881170.011 1 1 A70.0 1736 170-01 E21 170.0 Im 170.01 521 1 Mln 170.0 Me ] IMO 524 170.0 850 1700 584: j,, .01 W2 1170.6 r.0. irac 1133 170.0 681, 170.0 '1276 VO .0 677' .170.0 A417, 170.0 'OEW: T7ijo 170.0,1�170oj,Rd- 110.9 •756 .151.8 3924. 170.0 680 50.625 In 170.0 1 747 170.0 563 696 170.0 631 173.0 Im 170.0 534 17011 1195 1".0 M 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 11 70.0 7W 0 158.0 1919 1170.0 130.5 1019 170.0 756 &I In 170.01 797 170A 612 [170.0 170.0 950 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 SO 170.0 14341170.0 337 170.0 1594 170.0 M 159.9 17MM 1 170.0 061 07.1 IM 170.0 681 120,0 1799 170.0 Sol -Gain 170.6 'SSSl- 170.0. 701. 170.0 lop '17A0 797 1720 J;0 1T0.0 578 170.0 1417 1170.0 W 11790 15941 170.0 M 155.5 IBIS 170.0 1033 129-6 1619 1117CILD 11063 111-0 1619 170.0 103 972 IBIS 1700 100 63 in 170.0 W, 170.6 TO t70.0 1118 170.0 856 170.0 -11302 IM0 040, 170.0 1488 170.0 1016 1663 dl�kV 1-1-7M.fk 1076 141.0 .1642 170.0 -1122* ifii.i -TT�swfl 1 7 1541 IF-9 1167 b8.1 1542 1679 1157 00 In 170.0 -074 TMO .789, lX.0 -il'6' 'IMO 09 17D.0 13$4 170A IDW l6p.6 1472 ;170.9 '1106 '�4 '1472 '165.8 1�48 128.5 1472 156.p IJ30 .10.1. L412 �1!47.11 A*IbQ' six [.715,4 -,j4jt -I 14.0 - 1104. $0.3. .1472, .146.0 11114. 72 Irk 176.0 lAi0 .678 � ITMO 'lii!3' 170.6 '1000, 4511.8 13& 168.2 1101 ISiO 1320 ;14k.9 IM il _7.3 �320 13LU JODS 1105:6.1320 128.6 '1049 -1?20� jj�.o 102f M6, �i= 68 .0 3� '1 6- 712 ll012 781n '170.0 1122 1 170 .937.- lltg.6 1104 -159.4 -.:103 I282 ijffl'I39.@' '60, 112.2 1184 A253 076 -99.1 1184, :115A -0S4- 89.8 1104 107.5 +BSZ It;, "lim -1.0 031 -04.1 110i "NA 927: 56.1 If84 Iiii, 934 ml� -imi 11124 11780. 967- 1 PA 1124 .147.0 M. JIEUd Ii24- '1128.& "T -110:18 -.1 t.24 115.6 931 12Z3 .1121, jak.8 SIG. 63.0 1124 KS SpS 60�2 12,,[" 860� W.3 1124: 84.3 881'- 51.9 1121 'U2' 1878,i go b, loax 41 1411S 750 90.1 B44. 00 -736, .844.. '.aZi- 724' ffi.Q: 6M, 73.3. Tiz, R.1 a" 68.6 :702• ux m 51.4 103 450- 644 •54:2 I qj pax pt4 50,0 '668. 1.33.8 844 47.7 862 9S. 69.1 742 91S 653 74.2 '742. 77.2 662 63.8 -742 67.2 641 6$2 742 ,59.8 631 49.6 1742, ftl 622 4&5 742 49.8' 614 37,1 .742 43.Q 60, M.0 '742 3b.a SO AV7.8 742, �.664,r 62I- -680., 63.0- J4.7 M, 5113. 36 I� 1554, -605 Aj� '580' -37-� Age ?t.;L W, .3*2- 20.6; S 22.3 S� -20LO -47�. '19.6 -sia- zv.� -468' llj_m 67 IS 1111 503 48,0 555 A9.5 !95 4�2- .4Z9. 46r WO 656 .38.0 1480E* 37, -34-2 _473. ?SmS- -555 31-? 1 461 24:0 :655i 27.1 -451 20.6 -555. 24.3 448- "JiM IS '16.0 555 '2Z 2 120 In 7.1 1 48.4 433 38.0 476 39.0 426 &S -475' -n7 42 26.6 :409 228, -475 24.5 404. 19-0. 475 .21.1 ' .WS. _ 16.3, A?S :2 1144(� 28.4 1 330 1 305 22.0 330 22.4 301 18.9 1 330 1 19.3 WS wo 1 17.0 1 293 -7F I 1 010 . Anchor 'TWA CO .Tnblo bs SUbstmlw, Vit cml., 3.5k C Hall- emu FadCMU J�. PTWwd meW Anchor CIIRAPtbirn➢ AnchorTyp I o: :Fli? . r*adamman I Im gi.. ulbe., fils' EW wilrEkaullrm 1/4 ..I W1.1M.6 Unnii. J14t88 EWo 010steel- Screw(!35) steel -412. Scpajr -.912stpd-- :"(0), Edge clialtanaa (InI. I V 247. 2-1W 34W, I- 2-it2', 11- 1 2-I1Z 3-110, 2. 0.3w -SW I-W' 4-Y4' i-W Z' I-I/V 11-im. 1-1/4' 1-114. 2Anot=Q4.75'MIn. CXQ Jttkaftdw0faet0Iljp (Fig. 1&2k 3001b1- 3901bsm. 4501ba. 28M. 354 las I . 740 H. 374 Ls 604 lbs, 946M 341 In 4 Atchum 9 22Yhl1n. Ma Illset) CUP (Fig: 3k :TDDU" - 70011a3 1 580 IM 14101m aR lb. NIA :560 lbs IUA. On VA - WA Boo-, T-7 FU-77- 662 M 1120 tz ys ft.4 0601b.,. 14031b.,,, W& WA , WA NfA t76016a --WA- - WA - .11 NIA 1363 lba;. :)MlbS 2240 ba�' 4 Anah.. 0 37 PAa. q.r. I .92MM?l 09: 4 780 be 7801ba - Sao Ina 1560 lbe 18981bi. 6400z �,560lh .760ft 748 t. MS.: :Wlba ligofl. MR. -0" OA-181� a 101,21 116, 1 (Flg- 6�1. 11 11 1020 Tw 23401b5 2844Lbs 810 be M ft WA, lHQIb3.. 1122 M I 1 !1A 1022 ft 9 Ibi, 1680 Sit A. 7 V4 hoars,@ QA5'fAln. 0. 1 WA : NA WA, - WA - WA ..WA,.-. fUN, IVA 1 1 � !A FWA R. WA 1430 lb, �S �(Fl,, 2AmI@2Z - tAin 0.4d F-alp FQ. 8]t 350 Tha-, 7TSP-bs� -290 DA 705 Me 476 ft PA 315 We J. WA 1 -440 lb. :1 IUA�� MIn. J F-Mp (Ffg� 9): -4ANbora Q 1.1 'O.0 PZ.� -480he -: MOW, WA NIA_.,r Nl&- 380 r. I WA fVA. "UA. NIA. I man;•1, Be lbs I Wit. ..I 7ND'U Xt' ;P cli C NO z V7 f LU W :3 (9 LU Af C) V) Z 0 Uj M Z �j , I< C) -En SO V) ANCHOR CAPACITY ADJUSTMENT FORMULA- (Dp', ) X ANCHOR CAP.*--=)-EANCHOR CAP ---MULLICN CAP,.,;,-- USEXHIS FORMULA To OBTAIN THE"ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN,,lT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT-WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR 'cApAcrryTABLE: NOTE-- FOR THE OFFSETCLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS TH STAND LIP. TD C tosr 1.000. -A' TABLE NOTES: j 1).§EE SHEET FOR INSTRUCTIONSON-USING THE-T) FIGUkl:� F&Rffi' FIGURE V. FIGURE 4: FIGURE 8'. FIGURES- INFORMATION .ON LOADING: SEE SHEETS 21 00191 GENERAL INSTAILLATi6o'_ 2)LJNEMAtERPOLA'r[ON�BETWEEN LENGTHSf�YLLDl�, -AN -Wq��&�q WvTAS is ALC61� 7 4 i• 3) MULLION AND MULL! ARE NOT TO SCALE.IFOR FXAC7, 014 Cupiskvi4 DIMENSIONS,SEE, SHEETS 21-23. HOLES TO otbRILLED U-01YING DIMENSIONAL RESTRICTIONS 4, F]14L� FALLOWING o(r* 4.00D•IN'THE a.L376" T6 21 SHOWNON SHEETS -2i 01GURESSHOW SUGGESTED, A�Mffr HQLE LOCATIONS. I �� : . , ', - % FIGURE 5: FIGURE 6. FIGURE 7: --4)SUBSTRATES: CONCRETEpHALLODNFORM,,TOX61301.�PPECIFICATIONS.H(ILI GRqyTfILLED CONCRETE BLOCK UNIT (CIMU)SHALL CONFORM TO AStM C9ti,'W6OD'SHAUBE L 0 PRESSURE -TREATED YELLOW SbUtHERNPINEwrm AN SG'OF O.WALUMINUM SHAILILBE XN . -6063-T5 AND BE MINIMUM OF.125-THICY--STEEL -STUDS.TO'iEAMINIMUM GRAL)E33AND.045" THICK (li GAUGE). STALICTURAIISTEELT10 BEAT L-tAST'1261 THICK AND A36L ALL ANCHORS .375" ;$' . ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW TkhLAb§ BEYOND Y . 1-XCX375"T --I'X4'Xlll-T 11, a millEViSED ing Wlth the Florida, ode 1T0630.01:' Da!!? 05P16/2021 No. 58705 ANCHORS INTO WOOD MAY BE STEEL, 118-8 S.S: OR 410 S.S. 'r -IAUUJON MULLION A LYMM FL RE.; ■ ■ I +R TARI F•RA Mu18on Ca ac' Table IbaV - • Openln9WldthQbrwrUmg%cpanr intifloip)orOpening•HatBhtOrhodmrdBM-sp6mtn91ndlore)_ ' So In 60In '' 7o In 801n.. q{ ::.•_ BON.. ; - , 10D In - :" -�1201n .. ,.., "'1401n i601n 126"x ' Rlbrw. Londne 'TsprIll-'a. laad:g Ractslg:2ar. : Imdng TaprTdan9. . L-sm R{cren0lfar Lead o 71nplTdaag. Landing R4o6agdar Landing T.pRHme .Loading R4els8pilr. Lon10 ThpfrOmlg. ,. laa4n9 'Roelsngdm Amdro,Y - T pRdsaq „ Landng , . Re Nn01nt2 t0adnp .4 tl..; Loa ®ffi . f�cOnBNar. lmad,lg • - 7Ynp/DtanO-. Lasing- ReclmguW Landing TnPITl®10. ;• Lo0631g 3.188" x 28a"Alum TubeAEuO 8 3.. g�. 8 s} _8�•¢� gc "g�. 8 0: Z 8: Aso �,L• li^ D $p g S_ l4 D�} € ./u-� d 5g? ¢ �' Zc .L•. S� Ry 9 ..p _ p. 8 pp it' 3a 2> ti 4 cY .- Z.•� '€ 8 &' 8� , ; :. •. 2! �+• y >i !Y rSa A- b S e 42 in 170.0 620 170.0 435 170.0 744 170.0 178 170.0 B88 170.0 501 170.0 N2 170.0 519 170.0 1116 170.01 621 170.0 1240 170M 621 170.0 1488 170.0 521 1700 1735 1170.0 521 141.9 170 17D,0 521 49 In 170.0 708 170.0 524 170.0 650. 170.0 5% 170.0 992 170M 630 170.0 1133 1170.0 661 17MO 12751 170D 677' 170.0 '1411 7170.0 76807 11554:8 15/! 176:0 `680 1327 1948: 170.0 Oee 110.1 1546 170.0 880 50.6M in 171L0 747 170.0 563 170.0 898 170.0 631 170A, I= 170.0 684 110.0 1195 170.0 723. 1T40 1349 170.0 747� 167.0 1468 110A 758 139.2 116E 170.0 766 1183 1468 170.0 788 1044 7468 ;170.0 756 64 N 170.01 797. 1170.0 612 t70.0 850 '. 171)L0 _ 691. 110.0 1 111E 17&0 764 `170.0 1278 1 170.0 803 1611 1379 170.0 ' a37'• USX 1376 170A ' B59 1223 1378' 170,0 '861 : 104.8 '1378, 170.0 afi1 817 1378' 170.0 MI63 In 17U.0 885 1T0.0 701 170.0 10% '170.6 797 15aA me 17&0 an 139.0, 1158 19TA WO, 123.0 1160 150.6 919 11/2 1155 1500 812 927 1168 144.8 MS 79.4 1158 144.6 905 99.5. 1158 144.8 B5 031n 170.01 BJO 1170.0 745 160.1 1051 170.0 850 137.2 1051 15&9 862 IMI 1051 142.0 8-8 10&7 1651 132.3 837 90.1 105t MT B3D W.1 1051 1183 822 88.6 1051 119.1 $21 fi00 1051 119.1 221 - 66In -1Si. 1 -96-1, 1 1TO.0 `789 : ,139.3 957 151.6 'O05 119.4' 957 , 134.0, 790" 104.4 057 121.8 77 92.8 957 112•8 797 03.6 ,957 -100.6 769 69.6 057. i"M 750 69.7 B67 Ba.0 748- S22 '857 9a9 748 721n ,12B.7 ; 804 113521 658 107.3 •804 . 1152 681 81.9' 804' .101.3 .671 , 80.4 804 91A 6G0 719, 804' 84.1 650 64.4- epb 76.8 643 53.8 804 723 633: 48A 004' 9.0 029 40.2 _.8e4- -068:. 628 m .7616' 109A _722 1114.41 630 012 722. 97.2, .;618 782. 722. 053• ,909 98.4 722 70.7 590 60A 727 70.3 500 84.7' 722 05.5 See 4S.8 1 722 59.5j 570'. 39.1 T12' W.7 565 342 722 602 564 S 7911 1012 W5 105.6 600- 84A 085' e9.a 5m -728 m 70.5y 577- 63.3 605 70.6 668 562 -W5: 04.5 660 60.6, 685 60A Sp -422 885 543. A3 362 -685. 61A 577 -318 685" 60.7 938 go In 61A -618 [e8.0 457' S4.9 _518 57.5 442 471 515 60.1 �441• 41.2 615 443 04 36.6 .515 4DA, 129 33.0� 610 37.4. �AM �27.5 515� 3&1 413: 23.5 •513 3&0 49.7, 208 �514 -Mt 404 961n 81.3 453 55.8 404_ 45.7' 453 q.,t 387 38.8 453 41A. 391; 33.9 453 WA 365 302 453 33.0 3f9 272 -453 30A 374 22.8 451 266 366' 104 463 243 306 '170 .453' 2j0 ••356 tOBN 38.1 358 3&0: 323 31.8:.358 328 318, ,27.2 356- 2BA. 317 23.8, 35B 25.2 306 _212 358 22,7 301 19.1:.358 2D.8 700 t15:8 SSB. Ill h 35,1 338 35.8 JOB 29.3 335 30.1 301 Z5.1 338 2&1 -297 27A 338- 232 293 19.5 338 20.8- 289 17.5 338 19.1 285 120In 27.8 290 210 264 212 290 23,8 7B0 19.8 29D 20.6- 25e .. 17.4 290• 182 253 15.4 '290 1&4 249 - - 144 N 16.1 201 1U.3 I86 r TARI F RR AnehorCepaclty Table(Ibs) . '- ': _ SuOsirdle .27k COn[n0e- a&Cone. H.0-CXU I F810d CMU PTIVWd I Metal AnehorClip Pdbmd. AnCt 1YpC 3/16'EI oUnnx. Vr Elko U0laton 5116: EI[0 Unrxml 3r16i ElcaU0mgn ; Vr EkoUerdcon' V4•SSFJCo .AggeGawr. &Ivpco _uha[m- if4'69rj10 -AggleGSW 1H0sfedi, s[re11(GS) 01250x1' Stu*NS) :N125teet :s[rzlc - -- - - -: - , FAga Distance PnT T 2-Vr• 1'. -2--pr 3N3 i• 2-112' 1• �2-VS• 2• _ 34781 r _ .. a.4a• &64.. 0.32C F3n0edng0 n 1314•' 14y4• WV :1-S'r-` :r - 1-114• 1-114• 1.114• 1-Vr: 1-114• 14hf r 48�8• 131H• vafes 2An[tn10evir mn, O.C./ SIen018d or Onet CNP Qi917 D35 3BOItm '45DM, sea RE °16N m5 270 ms 293F. 354 B18 •7401� •, 37411s W488 646hs 341 m5, '.4420,5 , g,01m, ;4Anchg9;N 1. VMIu O.G1 S1Bn6L0 (g OfsOt)COp'(FT92j 4B0 ms 7m RB N/A :'�.' WA; : N/A., -N/A: ,383 h5 ' NIA WA .-NIA- - WA- WA 6021be BBSme_-_ -iimms- . „- 4AMMS@3-MBLO.C.IM2C5AIDfeClos/4ng.4 780 M3 . 780Its E80 ➢,s 1em Ile iB960>9. 640Ii9 5031s WA 7601ts 7A8014 BAD Re - 180 Ix 6a210s • BBSfts- 31m 1M. dAncMn ®&4`.' MI& O.G /ULBp, hto.17G Aaan (Flg:;4j NIA ^ WA WA WA -i NIA NIA WA - NIA - WA - NIA WA WA. NIA WA . m30 we 'lARltlr/FCl0{R9'bj1IWft -195 Be 215 ft.. 445p. 622W. :..19508s' 140 RA -177me" •370 `1B7084. =08` .479 m; :., 1TOD8 .;22186 2so M,,•. - -- 2 A=106 IN l.I& f41L 0.0J - 9Or 20ms 3508g' NIA ° WA -NIA-': NIA 119005 : ,NIA ; WA - NIA . tuA ` ,NG1- 341 my .4421e3 660 M., /YNUII1tiVJVaIlaCrv1 rVRp1ULH: ANCHOR CAP.,o,n„/ \ (DP-) X ( =ANCHOR CAP.,, USE TWS FORMULATO OBTAIN THE -ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE N[Tit:IUN IHt Ur1Ut1 Umv, UJt 111t,AML'. AIVVHVR,YAI ItR1V AIYUAIal4RUR:VALUC3/in InCAI/VVUHt1V ULIY. - - .- ., FIGURE I: : , e,... FIGURE2: - - TABLE NOTES: • .. - I+1.250'--1 ® ' -® • • 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR MFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - '•_' GLE: MUST . BE USED IN PAIRS. 2) LINEAR INTERPOLATION' BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE'. - 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS; SEE f ` - 3.180" SHEETS 21-23. HOLES TO BE DRILLER114 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES,SHOW SUGGESTED;APPROXIMATE HOLE LOCATIONS. _ 4)-SUBSTRATES: CONCRETE LL SHA_COVFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND ,1 a_ 265 ,CUP _ FIGURE 3: • -� 0; _...- .. •'"'•• FIGURE4: FIGURE G: ® - '- - --- - - FIGURE 6: ®_ --'-�--• GROUT -FILLED CONCRETE BLOCK UNIT (CMU)SHALL .CONFORM TOASTM 090. WOOD SHALL' '` - BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM$HALL BE _ - . - - 606346AN,D BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND ' GAUGE). STRUCTURAL ANCHORS INTOETA MLSHALL 06jako AT LEEAST 3 SCREW THREADS BEYOND THE MATERIAL 1 "(1114" VF MULUON) 910 & p12 ANCHORS INTO WOOD MAYBE STEEL, 1"S.S, OR 410 S.S. - Yxx Nsyl U) Q .:. K J W O 0 I- w g a .�.I z m M:, Q co 5<' z'•£ n' yU) w i iN--' PRODUCT REVISED ' as cgmplyin ritth the Florida BPIId7ng Code' _ NOA-No. 17-0630.01 }1}11IIIlIIyI_ No. 58705 . %�,�'•, S ATE ��.''��: A LYNN MILLEP.E.. FL P.E.# 58R;705 - Mullion idapaoititibiallbaeF. opening lANdth(forver9callpspantdrg muM60b)6FOODAIop H010it(fnrh0rko6teQy4pamlrl8 nlwf6rA) 171,,- • :60n, win" 701n eont7Dan �_ 14Dn loom 1 1.75 X3. -R=IanWI. laad- .T`apR0an0. -fig. LaetlnO P-1., 011 LoadnO Tf0DR16w.- LoaRnQ Paefangde, LneA'ngpB. Tnprmw- L0adn0 R.MMUW Load31igd0 7rq M.0- LogYnO �Rectirow! :, :lnadn0. Tlnplden0.' ',' "09 •Ft..I-wbl L0°dn0 'Tnp/M1dB.. 1 Laedi - fiat0npder LoD4irp r7FaplIM300. LOamrp RD01miWkr L4a4n0 TnpTdap. laa .R.LM%ar _-_lo0drg T-ffd- LwdnB % 100 Alum: Tuba MuttlDn_= � 1§��- y§ � •;gp e' e a �. rya^ � � . �: AgtO , qga '42b, 170.0 Smi 170.0 435- 17Qa '74/ 170,0 4]B 170.0 '666 170.0 50B Unto .082 17MO 510 170A. y'r110 170.0 621, 163.3 �11111: .170.0 ;621, IZ7.7, „11t0 17g0 611 109b 1fla 170.0 621. 918 t118 1T0.0 521� 48 to 170.0 700' 170.0 524 170.0 9fi0 170.0 5B4 167.6 Ore 110.0 630 148.7 B70 170.0 861 130./ 978 170.0 0R 117.1 078 170.0 680 07.8 978 170.0 080 MA 07a ' 170.0 880'- 73.3 670 170.0 USA 50.6251n 17MO 74-1 170.0 583 I?%0 W8 170.0 031 1[0.7 Biz 110.0 804 131.E 027 1065 70B LIMA -927 15B•1 688 IIA6 027 156:3 -698 :87.0,,1 827•, 16&3' AW :73.4 027 160.3 695 66.9 827 1553 685- 170.0 707i 1T0.0 812 164.5 ;BBB 1TU.0': 681 1328 668 167.0 083 1150 BB9 141.E 688 T00.0 868� 134,0 96U' 8T7 ,869 1239 651 77.8 068 '120.U'052'6U2086• •12&8 •052� 578 06B 12Q8 652. ,' 1432 748 file 894' 110.4 748 132.: 820 102.3 '140IMS eae ' 89.5 740 107.E US lid --748: '101.0 $92 71.6 748 08.6 $97 60.7 748 93.3 M3 61.2 748 03.3 583 44.0 746 B3] 683, 123.7 eR 1320 6Ta 1017 617 1132 US 884 0R 103A 658 77.3 877 91A H4a M7 BR 85.2 039 61.9 OR 81.0 $34 61.0 6R 77.0 028 442 8R 70.7. 620 39.1 677 76.7 r76 IOU •:017 1141 :030. 687. ,81'h. 978 Sin 788'. '617: BQ3 "Bo: ;870 OU 7B3 S00t; .60e 617, 72.8 494 53.8 at? 68.1 4B7 44.8 617 84A 4B3 384 017 03.7 982 3A5 817 63,7 4BZ.' 87.8 610 671 48U BQ1 '618=T42 41068.2'' 818 fi52 472 519 b10 '6B8 426:491 541618 `80.7 4/1' `04.8 510 -49,6 "dDD 2B0 ".518 450';'40S TAB 'S18 q60 49.1_ 'TOe: 465, 737, Aou, 6Q7 106.7 82.8 34 60.3 488 64B '390 44.1 466' 3A` .382 465' ,45.9 978 3G2 445: 422 314- 29.4_ 405, 99s_' 367 ,262 .465 3Q6� ��Sal 220, .485 082 4631 78 bf 861,'491 Be.O :3615 64.3: '441 67.7 .... _. 370 , . 48.6 441 660 972 ,40b, '441. 45AI' -360. 36.2 441 41.8., 880 31.8 401. 39.7 .35d. 272. d/l� 34.B. �3qB ,29.3 �441 .311 946 20A �-441 927:: 346, i BpN-' 42A- �332 43.6'-286 36.4, 332• -31.0 209!' 30.3_ 332 327 269 286 331 ::ZB.6 280. 21U 932 26.1 276 21.2 332 ,21.1 x7x; -R.7- es2' -2f:3- 28B .18.2 332 10.8 282 113 1332 RW 286^ BB In "9 211 368' 280'< 'XI • 21'- 39.3 •258� 25.0. 201 264' 262, 21'9-„TJ1'. 23.0 240: 19./ 20f- 27.3 2d4 17.5 2B1•=18.6 241 .14.0 of. 171 '238 -12.6 7jq 16.8:._23t 106n 24.0 230 26.1 208 20.6 :230; .21A 205 17.5 7230 183 70t 16A '230 102 -t80 - - .71 .n `22.6_ .2t8.;: '20.1. 197 toil- _219. Ink 'no 102 218 1Q0 181 14.1 ;216 1201. 11.9 107 18,2 170 14.0 t 187 16.3 1. 1W Anchor capacity Table 111331 27R,Cone,dD :. = 3.51 Cane. .. Ho-CMU Fllied CAtU PTW.Dd MD101.t.. • '• < ;Anchor COp Pat(ema, AlmOorrypai _.__--.-� 3/16 Ela4 Wmcun - = - 114'Ek.Ultraoon_ - -' •� Ws-0oo . -UlbaaOn 311Ir 0.01116 n - "' -dl4; Ei -tA[- e 114•SS Etta ABBre[;gtw 41PEc9 utBecon 174•SS Eko-01U61W A96,600tar soti1 (rs)'btkw(G5) :9128W --A,1251eH- snmw(cs) _ -. EOpe OklmtD 0nq -- 1'_ •2-0/T 1. .,.' 2-1IT .S1R', -.1' 21f2'. Ir- ..2-11r 2• _. 3•UB•." 2 -'440 0.54` 0.3W.• Embad 1(Ink .1.814• :"4' 13f4" -'1314• 1'- 1.1/4' 1-114• 1-114' 1.7/4' _ 1-174-: t.1C4' ' .? 2• - "_.13�8•_ 1sB; 1ad0e .. 2Aa0n0cQ4.TS Mirt O,G'/81DndrcllmOlaeICOD FI0.1k 350!bn- 3W IW .-d501Ds. '. B90 Iba .1614W 210I63 @a: hs 7/016a; 3701bc- [61 ma 846.1Os� 3411be :442 au ': 5B0Ihe+ 4 Andw�3 4S 1.15" Mfn O.G / SIe.Weto.(o7t>ihol) tl1p(FI0. 2X `4801bs '- ''100 tb, ' WA' "' WA • NIA' WA . 380 Re WA ... NIA a WA. .,WA - ; WA 6821be 8851ba - 112016r[ ' 4 Annhbra 03• Mlli'O.C. 1(2) 210 AMID On- I(FlO 9X -7Bp 1m.,: 760 Ib3. Ung, .1560 R. 1898@a 5401bi "50BIba '--'WA-• 7601bD. -748Iba -am 1ba IMN. 6026 an ins 11201w :3Anth-0 G.54'Mtf. D.C. I!p, nW.t,�'Num:(FI0. 4X '. NSA.- ,.MIA— WA.-_; WA- _WA -WA WA -..::-WA -ROM WA _,NIA-':. �WA. ,.WA' '•N1A-. .WA', 13521a - .. tAmIW.1 FtlID(F16, 5X '1052,s' =190 M0 "2251ba ,446@e 07216D 135®a :17T ID3 3701bs- --187164 33216s 4731bs; -.1706va 221.N3 280@a' 2 Arron0r6 1:71T Min: O.["J Fd (Fl0.'8X 240 no 3501ba' WA,, . NIA. WA , •. WA IW lbo WA NfA WA N7A WA ' 9910>s 442105 5600e ; ANHUK UAVAUI 17 AUJU:51 MtN 1 runIRULA: (OP,;, ) X / ANCHOR CAP „m••"•l o ANCHOR CAP:,m USE THIiFORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN _ . AOfUAL PRESSURE REQUIREMENT FOR THE OPENING; WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD'A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: f 1.260" FIGURE 1' PIGURE2• _ I _ - . _ - • • ' '1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION - �` "'' ^` • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION. METHODS - r `2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.'I E010 FIGURE 3:� '; , `=' 3)MULLION, AND MULLION CLIP§SHOWNAR.ENOTTOSCALE.FORE%ACTpIMENS�ONS SEE, 3.260" 3.26U' ;ANGI.E� SHEETS21=23. HOLES TOBEDRILLED INTHE FIELD'FOLLOWING DIMENSIONALRESTRICTTONS'. - • ,CLIP MUST SHOWNONSHEFTS2128;FIGURES SHOW SUOGESTH3, APPROXIMATE HOLE LOCATIONS-, • .. " - -BP USED ; 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND . .. r IN PAIRS i ...GROUT-FW.m CONCRETE eLC, KUNIT (CMU SHALL CONFORM TO ASTM C•90. WOOD SHALL �" �- - BE=PR ESSURE•TREATED YEI10W ,SOH_ INE WITH AN SG,OF0.5S ALUMINUM S*.LBE B FIGURE 4: " F.IGURE6 FIGURE 6: 6063:T6'AND BE,A MINIMUM OF.100,.THICKrS`TEELSTUDSTO.BEAMINIMUMGRAUE33.AND . • _ LE • .04W THICK(18 GAUGE), STRUCTURAL STEEL TO BEAT LEASTA26`THICKANO"AX ALL ZANC(10RS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATERIAL . , a 100 ,. • ACT • �#10& �12�ANCHORSdNTO WOOD 'MAYBE'STEEL';-78.8S.S. OR410.$.S. 125' X 325• X.i00" 1.25"X325'x.100• - ._MULLIONFOR MULLION FOR • • FIELD -MULLED UNITS FACTORY -MULLED UNITS • r PRpOU4`T REVISED as cqup Ingg with the Plor7da `, Bulldln6 ode -�'_ ' NOA No.:: 17-0630 01 Eupirafion Date 5/26/2021 ' By IVllam Pr uct Con rol -,f111iJ III)7, LYNly �No 6�87y05 A. LYW�IILL1EL�t, P.E. FL P.E.# mufflon Ctipadilk Tablii . plaimei Isom 601. LE to in so In :I,!-- to .14- -10 4DV 160 h :125 x 325 U:62ndo ngW. "ketungbf tdra; - Tcagrflwo. I.-M2 Lu&g TI.Fdrd.ag. Ludalt !;.'dinuq Q L q1h T1apfrrwq.. RuL��jW "#wT "d., -L-ding Tap.TI.V. Leading X.824 AIunm.mulpTube an u J& - Z �A ;_ R 42 in 170.0 744 170o 476 170.0 170.0 606 170.0 L70.11 1140 '11240 .170.4 IK0.11), 1736, 170-0 qI' �yo;o IBM I -ma 521 40 In 170.0 W i7a.0 RSD 170,0 E84 imo -LIL 992 IY0.0 630 170.0 1133 170.0 661 1276 1.170o 67T: .1134 417 170.0 800 1170.0 1700 U0.01 500 169.71 1079 176.0 68131 148.6 1972 170.0 Gh 663 ino qu ..Sit 170.0 046 Ito 0 604 170.0. IISS tI0.0 723 173.0, .134ti 117�LO 747,, tool. 1494 170.0, US 170.0 1703.� N52.6 w" 170.0. 756 1316 1 W 170.0 756 A70.0 797-1170A G12 F17O.0 - I - 170.0. 956 17D.D 691 170.0 16 11 _ T7'a._0 764 iLO.0 t276 170.0 90 V0.0 1414-1,17kil 1 037 170A MA 170.0 us 166.4 7 1 fia 1 00 7 - go 13M i7fig IWO _661 '1117.3 170 170.0 831 60 n 170.0 826 1170.0 701 1 170.0 IDG3 170.0 797 171).0 1240 170.0 070 170.0 t417 170.0 5" 161:1 '16ii 1170.0 996 145.0 1511 _L70.0 1033 0.9 _12_ i6ll 170.0 11 63 103,6 1511 170.01 tM BOX 1511 170.0 1003 031. 170.0 93D 1 170.0 746 170.0 1116 r170.0 170.0 50 1-10.0 1382 170.0 940 ISH 1370 170.0 1015 139-2 1370 170.0 1076 126.3 13TO 164.0 1111612 104.4 1370 165.3 1072 89.5 970 155.3 1076 70.3 1370 155.3 1D70 66 In . 170.0. '97k 1.179.0: '789 to t7l�,� 1169. 170.0 156.6 1249' :170.0 102 135.; -1248 1013 121.1 12W A47.1 100P I 100.9. .1240. A9.P Xj _Wj� y4l) ' 130.4 978 77.8 t240 129.0 916 69t1- 12# IM0, 916 j2_ -167.e J049 J049 ITO.0 Too 070 �78 139.6. im lw� _Gaf Ily.9 jtwL 'AIz! -m •ia&9 jaliI, I119A, 660.. gj�2 i 9 •1109�7 046 iU49 45.1' 8;11 S&S 1049 94.3 821 �59.9 �1149 .9-1.1 ,q?k 6Z4' 1049. of '.'1, 42 ill 76 in 4AW Jcait t4l.111,,022- 1111.9 341 '12id 8dc 161.9 ,'w A I u, �79i. 841. �,li _W 100.0. 777, 73.3 941 61.7 766 �41 86.6 767; "til, '99.6 -641� 77. -744 451.0' kl.�': 7�41# 44 46' '40 73.3, J36] .2 ii7l 132.0 I (194;� 1117.0 1 'Z831 119.0 U94,1 I169 767 7- 147 -T947 - _iom -iii- . :;iF .1.. ILL 74D. 13.3 '04 L 04.1 7A. 55.0 G94 7d., '6 tk,' -:7011, 4f.3,, ON,- .0-1 All 2 *901n 65.9 1-671 88.7 '696 71.6. �wl 1:74J9 586 1 j6I!4 ill, 66.3 1 576 63Y_ 671 5&2: 668, -47-7 -671 6" 558 '43.0; -671 651 36.6 oil 4Y.1 3391 ttYl. _39,1` 531`' 26. 1.671. :37.9, •626 261. � . 503 442. 600 47.6' .602 3�j Od • 43.0 4D4 11 411' 21-1 690' 34.7 25.3-' :69F 31izl'469 221 tooIn . 420 414 35.6 466 37J 4 8 31A AN 02 276 -466 29.7 316 4 - 20.7 i6i _b' S 71. I 32. '441 138Y iKll44f, 3d.2' 132 21,1- 2l2 !Il Z?9 �tl 73 WrWV 19.1 441 %a- 351- 2 3 339 2 .1 77. T6. i7IEl 1 i L �144ln .".a 261211 20 1?.6 262a 11.8 23$ 1242 A5.3 230 Anch orCepacity Table (lbs) "I rsedCMU RTWood - AfLjchof�Mio Pattem 4 Au7h�d •Vier i3co6axan ViECDIJW� 6 516. 10, '9 - ult, - km 1 1�1� INIV EPO 1 1147 So IS1. AlIgm(taldr Ill... Sma, (@5) 1.12fl. ScreappS) qcmv:Ml - Edgev(-�mme -il 2-LT' - I 2-VT I Z I a I/w 2' �doe. 1-T4* I-V VV4•" 1-1/4' 114W, 1-1/4' vim I i-iw. A 1-v4" -,6E083 2 AcFV. I Iludam 4.?ZMI. 0-0. �".o 01p M' iy 1p WO U, IS"Los.. 27011bg ao It. 740 It. 3m Ups 664 ibe 946ft, 341R)3- .4t2 r. .15, Mim O.c -4 Alh, 0 1 1 sm-ra torumet) cip of1W 41 4110, lb, ?M Me, IVA W NIA HIA aeo the WA. I WA IVA �'�'_74 1 NA IVA' . 682lbS 8850H., '112oft 4AMhDm Q 3N, 0.rmq)a5ArQfaClJp3 I (FIX Sy.] 770D MS 780 an 68DIDS 1560 Ma: 100GIM Mobs 6w IDS ��IQAI 760 ns a las: loa 1802 Is! 66211mi., 85511al- AiZDI�! 0 D-W it 0 -c�1U-0ptMo,1G1rAIUa(R2.% -;N/A- - WA..`. Ilia; - WA WA NIA NIA,2t N/A; 1 WA NIA. I N/A WA - ,WA": '- - , WA 950 Cbs I AMffff ltCffl)(HIE a): 1 105 lbs 446 ms 02210s AS a 14025 in an 070 _.AT'�WA "0'* 1 zAmnoviella- 3502., -)VA Nw 1 `-NIA 100 lb. -WA _�I� A 941 .2 6! O .7tv - q , CAP.- D- CORRESPONDING TO AN REQUPMENTFORTHE IS LOWER THAN THE MULLION qE TABLE) OF THE SELECTED ELD A MINIMUM ANCHOR R AY BE USED TO QUALIFY IR OPTIONS FROM FIGURE 1: FIGURE 2 I E:1 0 7 T�ILE NOTES:-' 1)SEE SHEET' 11 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEItTS'24 FOR AENERAL INSTALLATION MqHpDp.-, 2) LINEAROftERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. t FIGURE 0 •4) '4CUP§ SHOWN ARE NOT TO S� FOR:PK(A DIMENSIONS, 8 E MULUORAND MLILL101 CT DRILLEb'10 THI�,'FI0.'.roLL6wING DIMENSIDMA E K;jjONS ANGLE SHEETS21-22��HOLES,Tq.BE.J LR TR CUP MUST SHOWN ON SHEETS 2`1-23. FIGURES , SHOW sudGEsTEb.APPRO)aMATEH.L' & I BE USED Ad 3. 501� a250" IN PAIRS 4) SUBSTRATES: CONCRETE�SHALIL CO INFORM TO 301 SPECIFICATIONS HOLLOW -AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU$HALL CONFORM TO ASTM Cr90. WQPp SMALL BE'PRESSUR15-TREATED*YELLOW SOUTHERN PINE WITH AN So OF ALUMINUM sMALL_HE.?, E A MINIMUM GRADE 60624544D BE A MINIMUM �61F.1100' THICK. STEEL STUDS TO B 13 AND ow THICK(is r, * AUGET&kl)CTORAi:-STEELTUBEATLEAST:1257THICKANbA36 - ALL ANCIJORS INTO METAL SHALL Eg"PAT-LE 3 SCREW THREADS BEYOND THE MATERIAL., 4' -- ---- I X 3.2V X.624' 1.25'X 3.26"X FIGURE -FIGURES: FIGURE #10 & #12 ANCHORS INTO WOOD MAY -BE STEEL, im S.S. OR 410 S.S. MULLION FOR MULLION FOR FIELD -MULLED UNITS- FACTORY -MULLED UNITS 6L 0 .0 -xi, ZO A. LYNN M1VL11R,P;E. FL0:phs87o5:.,'- TABLE`11A _mullion Cspedtr Table Poffl) - s-'Cpenb9Wldlh(forvedIC6.V11p0rr11n9mU6oro)orOpenMg Hotpht,Qorharizar6elysperDdlg im�pore) �x z , - •`-.. . Wm ... J 60 70N BON' Recmrmr 'hap'fnan0. Reann9Wer Tnplydcn9•` Rrcm gWar TnpRdanp- fleclacguNr Tnp?dm&. "LoaAn9-- 'Ra4U 0,d Tropi7 -u: LoOduq.. p. iL'asnl� TnlyTna,p lnsdmp Rac_f4ng4tn loodlnp Tnr9rdlre, Lo1Nnp Raa4npoNr! InOdhig - jmPrTdcng- lnadMp f14c1a LaedinB:ti yJu TrpP7ratry. ,Lwdtg :• 125 x394 Load'ny L`mding lnadlnp;.__-'-lnadmp- loadhp LOed4p LoaOny Iaadmp .Lodln9.. . . x;.024 E `u ., 9 P I. '� 1 fi. E 'S >; 3 'Jv'.uo@u� Alum. Tliha .- .-, _,�_.,., s;� Ta-l't Al y 'i _ A�' 4 a1. is @ ,a a.-. 4`¢S:�- d` ,did 869 170.0 6D6 170.0 992 1rLo 513 17a0 1119 170.0 621 170.0 1240 17U 321 170.0 1488 170,0 521 IT0.0 1135 1710 521 '170.0. 1933 174A; 521 421n 17D.0 610' 1T0.0 435 17a.0 744 170.0 478 584 170.0 170,0 902 630 170.0 1133 1TOA 661• 1700 1276 1700 677' ITO.O '1417 1740' 680 17AG' 1700 17aG"�0 -170.0 "1983 170,0.'. 680 1T0.0 �22ot I7D 0'. �0 4B In 170.0 TD9' T4T 17U.0 110,0 621 663 17a0 170.0. B50 096 170.0 170.0 631 170.0 1046 .170.0 170.0 69f 170.0 1195 1T0-0 729 170.0. 1315. 1T0.0 T4T .110.0 id91. 1T0.0 758 , 710,0 1793. 17aD T56 17a0 20.92 170.0 166 170 0 ;223I 110.0; 756 50.626 N 170.0 • 956 1T0.0, 091 170,0 1116 764 1T610 1275 170-0 903 170.0 1434 17801 ''837' '170.0: 1W1t 170.0 . 656 17p.0 1913 :1T0.(I �1 ' .17a9 2231- 170.0 661 tGa2 R4D7 170:0 861 'S11n"; 17D.0 ' 797" 170.a 612. 101 170.0 170.0 10fi3 170.0 797` 170.0 1240 .170.0 170A 018 170.0 1417 170,0 -944 na0 1594 170.0 991 171.0 17T1 170.0 1033 170.0 2125 170.0 1063 1483 2103 170.0 U63 129.E 2163 IT0:0!! 1063 Win 170.0 885 170A 940 170A 1459 170.0 16+6 110-0 %73 170A 1078 110.0 1059 170.0 1122 155-9 2060 170.0 1169 1345 2060 170.0 1171 11L7 2060 170.0 1171 63in ._ TAI.O 930 1TOA 7d5 170.o 111fi ima BW' 170.E 1302 170.0 '170,0 1558• 7T0.0 •1086. 170A ..1753 170,0 1155 1T0,6 19/0- 170.0, 7110 143A 196E 170.0 127E 1220 1ffifi 170. 7 - -. . o . 661n._ C 170.0.. 974. 170A 789 110.0 1169 170.0 . 9OT ',INS. 170.E 1984, 1T0:0' 1002 1126 1700 170.0 1T10. 154.1 /734 1700 t315 178.7 f73d 1638. 138E 115.6. •1734- 1G5.9 13W 991 1 ',jr, .4 160:1'. . 1362 B87 i ,1134 .150.2 '1352. �721 .: 170;0 ;1963 170.0 W 170.0 -12T5 170.0 luto 1700. /4BB '1656 170.0- 170.0 1209 :1T0.0 147A. IBM 1652 1595 13L7 159E 167-5 726E 117.9 165E 141.3 1257 `88.3 166fi 120.3 1229 612 155E 122.3;_ -1219 737-"1656 121Z 121E 3 _ 751n� .• 17f1.0 1172 170�: 977� '86r- 17y 0. - 1T0.0. 734E 1301 '170.0 1T0.0 - 1W.6 155.9 1477' 169J 1245 17GA 1477. 152.0 12M 121.2 14T7 139.1' 120E 109:1 .1471 '12a5 1191• 90.9 14T7• 11a0 1169 77B '•1477 110.9; - '1168 602„,i147l, 1093 �1164 78In 170.0' _ 1428 1161, -ilia 770.0 - -AGS OBfi 1lLA.. '7110 173.9 .111E 96t 101:6 117U f07S tlG1 - 9HB 1110: .953 ,99fi- T0.9 1110 975 922 ;JLD 1110 ,80.7 y10 591- 1110 MJ .-y91 so.7, ilia 66y1: 879 . 44A`'7110 627. 070 90 in' "B59 &2 976 7p:6 p29 660' ':B75 7,77; 911 545 � 916 AAA' Mr.' 4p.6' SW 57.4 �789 479- •-976- •6236 7Tfi 366 '9r6' A9.3 76T 961n 117.1 975 120.3 672 BT-6 '076 ta15 '685 81.E -976 -771 -8E3': -674 :772 51A- 777 -54-3 964. 45.7 ' 771 G65. 41.1 771- 44.9 617 34.3 771 3a9' .631 210 771 35.0 621 25-7, ,771 32A .612 A22 -'-771 ' 1081n' 64.0, ,510_ 89.5 7T1 T0.7 50.7 619' 5a3 640"47.3 730 49;9 5n 42-1' Tdo .490 45a 'c22,` ;37.9 130 "41.1'r 6f4` -31.5-' T30^'95.6--600 '27.D. -T7D 319._.;689 23.T: .:770 291, 581 111 in 76.7 730 PJ B61 611 134 ' 65.0 6W 51.1 730 '.624 A4.3 642 97,5 "87A: '39.2 511 33.3 624 353, 637 ,30.0 62A 322 5'd7 250 624 2T7 619 2L4 624 24 fi'. 509 19.7 , 624 YtS 'S0f 11DIn - 599- - fi24 61A 569- 49.9 624 -512 6W 42.9 • 14410` 34.7 433 35.1 40h '28.9 433 29A 3D5 24.8 433 25A 390 21.7 433 22i4 385' 193 433 20.0 7e1 17.3 473 102 976 _. _ .,. .- - \ _, •_.._ _.. TABLE 11 B : • " horcapachy Table (lbs) ' Sae6trd.0 - 2.7k C01Wnie 15K Ca7rc :. Hdrow CMIJ A..Fmw CMU., PTW006-Mehl' �AOclwr7ype' Eage gsl2Re On •. .. • ; FJ11NedneDl n .. 2 Pmrlpr6 ®47@ Lan CLr_ I6MMsM or09sel COP (Ra;1T I.4Arc0ns®.1.15•MOL O-G/6tata3N(a-1)COP 11+e 2i ."4A1W1m9 Mfa,0.C:1 PJ 915AIgfeClp9/Mg. 3A ♦4A1cNn90OS4' MKL O.C.7U471A hd0:100'AN1LL-(Fig 4) -.2AAc0ati ®7.18'MA O.CJF (Flp._Q 8116•EI001]Di;011 L-1'EkoUttla[an, `23 _U - - $'16•Oco _iU2ra'm 1' $.tlr -i 1.14` 2700a 28D Los " NIA:•._ 3Mits 64DIW 5[O Ws � NIA ?VA t36i09 Ida D6... WA t900n , - U4•EunUtlmtOn '':1• ' a2-11T 1414' . t Y4' 55n los 740Rffi ' ... WA WA NIA -. •7WIm NIA .. ° W11 1771b9-:, `..9701At tUA.. t WA.: 1/a'SS EkO -Aggrcezlor-Ul03ta1 5//6'Flco 1id'ss 9c -Amewoi nla Sied Scnly lC;S) N12ste9 Scree{G6) W2steef 9acw P*: �1' :. 1.9/4'.: : 39D ®'4 :..390 '4801M 760 W9 - WA•...' 18510U, , 2fA m9 .. 2' ._' 13'4' Cs •lOO Os 7800. -WA' 115 its ' .35Uro , 1 137a•... 490IW - WA .. cm Na- NIA-` 22610s •, ..NIA. - 13'4• '00D 16s ;-WA :1567106- 4 WA; '445 Ne 1 -WA ' .9.118'_'- Yr 7634 0g- - NIA --ta96 ms WA' .6226p•, - NU-' z. 1-1I4' ., 37411s WA T48 my NIA f07 D73 N/A 31/H' - 1-1/4'.- 664IDS :TWA - 880 Ws; .. 21 _ 33210s - WA - 2, T • . 916 Me r 'WA' 18921Cs' .WA' 4731ffi WA- 70 �. - 1.38' - 3111b,; pUbsr � 6B21bs' _-. WA -170105 :, ;•054+ . h9l6' .. 4421m '-88611ffi -\6B6Ih1. 21 -72185 sos2A•-. - 1a1C3 ._.. WO Wt ' .1t2D �`-: 1127 Re-... :"726/As .. 26011e___ ' 991 DD9•4120is :GO Lis::•. J LU K i { a F L U W IL - KW. ' 0 'F= _c, _ lzLU r _:0 O x ' x UC, , ANCHORCAP.n„n, j X CAP„�,,, 1-ANCHOR CAP. \MULLION rHiS FORMULA TO OBTAIN THE 'ANCHOR ICITY REQUIRED' CORRESPONDING TO AN JAL PRESSURE REQUIREMENT FOR THE 'LING, WHEN. IT IS LOWER THAN THE MULLION' (CITY (FROM THE TABLE) OF THE SELECTED .ION, IT WILL YIELD A MINIMUM ANCHOR (CITY WHICH MAY BE USED TO QUALIFY TIONAL ANCHOR OPTIONS FROM THE FIGURE 1: - FIGURE2: - - .. TABLE NOTES: • " •� '� ' . • • 1) SEE SHEET 1 FOR INSTRUCTIONS.ONtUSING.THE TABLES -AND SHEET25 FOR INFORMATION ,. ON LOADING. SEE SHEETS 2-0 FOR GENERALLINSTALIATION METHODS. - _ j i i • .. ' 1 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR,OPENING WIDTHS IS ALLOWABLE •.. FIGURE 3: 4 7 7; S) MULLION AND MULLION CLIPSSHOWN ARE NOT TO SCALE. FOR DCACT DIMENSIONS, SEE ; 8.84" ANG� : :SHEETS 21-23- HOLES TO BE DRILLED IN THE.FIEL`D FOLLOWING DIMENSIONAL RESTRICTIONS P MUST CLISHOWN ON. SHEETS 21-23, FIGURES SHOW SUGGESTED APPROXIMATE HOLE LOCJITIONS , BE USED ) ' v IN PAIRS.I I I AND GRO(Jr-FSUBSTLLED'CONCRETEB OCK UNIOTN(CMU)SHALL-CONFORM TO AS7MN G90 WOOD SHALL _ FIGURE 4. FIGURE 5: FIGURER _ ' I BE PRESSURETREATEDYELLOW SOUTHERN PINE WITH AN SG OF 055 ALUMINUM SHALL BE ., 6&&T5 AND�LiEA MINIMUM OF A00' THICK. STEEL STUDS TO BE A MINIMUM GRADE33AND- •- _.045'THICK (18GAUGE). STRUCTURAL.STEEL'-TO BEATlUEAST.1257THICKANDA36. ALL • - -- - ®- - - • ANCHORS INTO METAL SHALL mcrEhD AT LEAST 3 SC" THREADS B_EYO_ ND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I"S.S. OR410 S.S. - - 1.25 X 3.94• X.524' . -` - -- MULLION e F2orl Expird11/1d BY % Mloml-,90WProduct Control -- n- , t * : No. 5, 705 �O� •. ,ATE �• �� ! { ,,�a'L�N�LPt1�P E BLE 12A Mufflon Capacity 7ab)6 (WW) Openl�gV61dth(forwrficdkspmringmXiom)oi0�iidng H6(ght(for**Oi��aivirVmtkWhs),'.-: ;r, Son 6oN TOM wh BON ta :�!Jiaofj I��, 2x4x2r, Co. U.&ng 'nprnig. L-ft L_di L_&a M-000W i..- Twmv., L-ft F-M-Mi. I L-aft T-WIltmall, R-wo-w L-ft 7ii;pfd_w0- p"tIn-dal., 111. A.011A.14V.� ',L Alum Tube 'Munion tt, I J �bj k '421� 170.0 620t ITCiO 415 170-0' 741 11170.01470 170.0 '868 1 vX0.0, SOS 170.0 [R 02 1�0.0 1,1116 170.0 521 1 1MO 11240 170-01 621 170.0 1488(l?CLO 52 -9 70 1 .0 _IL3� 170.6 ki- 116.0 1983 170.0 521 48 In 170.0 -,70a 170.0 524 17910 'B50 170,0 'W4 170.0 ..M I ITO-0 630 A.M.0 1131. vD.0 661 ITe.0 ..t275 •17q.,d "n i70.61 41 sad' f706 1`170.0. '6B pF 570.0 1983 170.0 860 170.0 2M 17D.0 680 60.0251n 176.0 747 170.0 593 170.0 1198 Me 631 170.0 1048 1-170.01 6W_ i'd-O i7d.6 11M 06.61 77] I t74A 1346 170.0 747 170.0 404 f7aD 756 176.0 17WI 06:6, 766. 170.6 2dq2 170.0 756-- 170-.6 2061) 1n0. 758 641. 176.0 797 1T0-0 61:� il0# "NA 170.0 601 170.0 1118-1110.9 1. 7�4 ,__0' 170,01 1275 171�_O 1 603, 179.0 1434 i76:0 Gill, 1594 170.0 850 170.0 1913 1TO.0 881 1711.0 2231 r2.1 la.0 961 170.0 25M YMO -881 60 i.- 1702 170.0 701 1701 .0. 1 -1 qO3 -170.0 T: 170.0 1240 1-170.0 1.878 M.0 .1417 1176.01944 fiO-D 159F4" 170.0 170.0 1771 1710.0 �10M 170.0 Ms 17�.q -1083 170.9 �qq -lw 1063 160.8 26M me 1063 63 In`i 17". W. 170,0 745 470A 1116 170.0 550 1*.0 1302 :170.0 940 170.0 - lkaa 170.0 1� I015 iXG IM 170.0. 11076k 170.0 1W 17AO 112� 1713.9 170.6 1162. .160 2553 Z 70.0 1171 145.9 25M IMO 1171 110.6 974 - '170.6. '789 170.0 Aleg, 17OLO 903 170.0 1364 1.170,C) _;M_- ,7.. 17OX 7ists TI-Wrii. time 1! 63 .170.0 liss 170.0 1948 170.6 1216 170�6 MU 116.0. 'lZTZV ISIT 24ii - _iiw 732.9 2437 vao 12M 72 In� .140.0 '1063.1 170.0 1, M. 170.0 t275 170.0 SOM 170.0 1468 1710.0 628 170.0 1700 �170.0 Ina tMI .1913 1170.0 131T 2125. -170.61 130i 1415.6 210 ,i?0.0 �1488 124.8 2184 170:0 16n )09.2 21!31. _17U 1530 761n 170 1122 1-176.0 1 937 170.0 130 17Q6 140 170.0 1570 170.0 1209 170.0 1794 170.0 13M tqs�i -im IM0 1421 "14eu 1960 1,170.0 _15505 123.6 19% '101.E .1548 I0E4A 1969 154,0 Ing qXq- IWO, IMT. 11P.1 S 78K., V0.6 'f1151 170.6 067 f70A 1301 170.0 1118. 170.0 16111470.0 1259 170.0. 1042 170.0 13" 1517. 1861 170.0' 1474„ 137-4 1aiIl I jai 15w 114.5 1681' :147.3 .1473 68-i ji6i 139.0 1459 86.*9 161M i37.6 1454 90 In 170.0 1328 170.0 1144 149.1 1398 i%C, J219 127.6 '1308 130.0 lig a 111.8 13DU 121. . 3 1179 0s.4- 13118 1162 1102 89.5, 1390 101.6• Ild 74.5 11398 89.8_- 1122" 1393 '8Z1 1145 96 In 147.4 =29 151.5 laga 122.9 1229' 127.6 loin 1053 1229 -111.2 1681 a 122.9 W9. J044 1111.0 [1.9 1229 89.0, 1629' 73.7 1220 -02k, "1018 GiA 112�0 qgz�- W-7, 'j2po 'eq-0 G77:, 4fLI: �228 L!A 907 b 103..q 071 106.8 877 M3 971 - P.0 1'4382' 74.0 fill W. 64:7 971 68.4 837 6�.S_ Jill j;j.8 � 825 5f.6 971 *%8 ggl& 43.1* ' 071 �,4.0 NO. 44 ;2�I -971 �4i.g 'M _10a Ill K4 gig 97.3 cm 79,� Bf6 ab -6a.f 9 0, • 1,62 1,Fzg' 704 :510i 919, PLT,! .784 V.7 -90 � S1.8 ;-774' 39.7- 6W -44.8� 766.- 24l gig- 7+78 4 0 AO M 120 In 1'755- 1 6.8 716. 029-1 78�i].CAS 705. 53.9 4Tq 1�786,1 49:4 1608' 41.9 4 P.4. 1 877 37.7 -785 34 144 tri�_ 43.7 SO 44.2 04 311.4 1 501 31.0 1 488- -312 W 31.9 491 VA'J.--W'J 28.2:1 485 :24.3 .546. A. T 479 21.8 6- 14 Anchor Capmetty Tabi. 6v5strate, all% conct I Hdo Fffie;JCNU 'i 'PTWcW Anchor-ClIppattarns _AIftI;.Typ6 '31 bi.Mn�o. Y4'EkiI en Uh- 110EICOU 6 f 114"98 EtO Agp&- 5MG1 Elm 'UkftQh VV SS Ek 6 AWWSW 410SIEd StW(G5)SCMWM I *12.�IeM: 0 2SfeN S-035), F EOP N.Wee QnJ V 2-112- 1. ;3-im. Ili- 2-VZ jLi� 2 z _ a_: tO.48. O.V-, --0.324- 1.1fr 4414- 1-11r Z. vv%s 2A.h= @-t7,TMIft O.r./ StwMAJ mO2M GOP MOMS 300 tS 450 M BOB. 164411)S7 270 Ibs 28-3 Os"- - 654 b3 740 Wd M Mq.: zr- Wk.. M Ins 442 Ms 5&DMs,7 4 ArchoM @Z6D`Mh 0.0. 1 St-= (wcMI)cgp49g, 3) -740 W 740 td 630 M. 148S MS .1424ft' NfA gen 7, NIA `695 IIIS PIN' Sun ID f �,Nf& 6521b3 .8115ft, 112D n., -7 6 Amb- @.1.7r Min.. Oa I Slanone (or Me') Up (Hit 7_ ws Amlbs' NJAI 1 NIA, 1 705 Its F2 NIA 799161 MIA. WA WA: :I=IW IW7 Ibi 1690 lbs 4AM" C &'Mln. O.a? (2) 2(5 Angle Mpa I (Rw 6) 780lbs 711-Ut. fMIXIS, 15W r. 12 ffi M �Ibs 6%wo w 71101W - 74BIbsi MORIn 1802M, _652 11851r., 1120 Ins' - :GATtlors4b*-Mtn.O.QI(2)2K5ATOCIOsitHo R 11701n 11710A 1020thS 23409A UIDS aw ft.. 11401be 1122 Ds; ' I - L.' 10221bv 1327 1w a. - 3 WE "N" _'U�p� I..123.Ak- M 7) 14- WA NJA N/A::: -A NA NZA WA J- WA A = A _2 �173. t'�MIA WA ., WA WA UIA. i N/A_ �WA NIA' WA - 11. WA .1A WA , . ,2ARho1s@2.6rNn 1 7;,1!J. I ge 0' 3AMM 0 171-Mn NIA 1 .3W ft NA I' 3991ML I ' NIA, I WA I , NA 5JIMS ii E2 t; z ANCH066��USTMENT FORM (.ANCHOR CAP.._�L:_ ANCHOR CAP.- MULyqNCAP. USE THIS ippim" TO.06TAIN THE ANCHOR CAPACITY Kl�CiUlItED"-CORRESPONDING-TOAN A011 UAL PRESSURE REQUIREMENT FOR THE OPENING, WHEIII.ITJS_LOWER THAN THE MULLION =T(FROM THE TABLE) OF THE SELECTED 'LLY&LD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY AD '0 ANCHOR OPTIONS FROM THE A22=AC A.., NOTE-- FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE � ON SHEET 24. EI: FIGURE 2-FIGURE 3: F�GURE4:_ FIGUR 2.000 TABLE NOTES: M SHEET-1 FOR INST1RUqTIONp LE.S'AND 4614 1417.`0 2-4 OOR ON USING THE TAB RMATION ON LOADING:SEE SHEETS -r fo NMr 1 - GtNtRAL-06TALLA =THODS.ANY LYN�y FIGURE 5: FIGURE& 2) UNEAR JNTERPO!_TqN PETWEEN.kiULL LFZNGT7HS AND/OR OPENIN,iGINVTHS is ALLOWABLE- z 4.000" . No5i)705' EA 3))M�VLUOWANDMULUON CUPS SHOWN AW NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21 �M. HOLES f1OSE DRILLED IN'250, THE FIELD FOLLOWING DIMENSICNAC RESTRICTIONS SHOWN ON SHEETS 21.2& FIGURES SHO * IN SUGGESTED, APPFiO)diAATE_H0LE LOCATIONS. -0 -6 -UNIT ST, TEO FIGURE 7.-FIGURE!i FIGURER FIGURE10; ANGLE CUP r *1 SUBSTRATES. .4)S CONCRETE CONFORM TO ACI 301, SPECIFICATIONS. HOLLOW -AND GROLIT-FILLED, CONCRETE BLOCK (qMp) SHALL CONFORM TO ASTMI C-.901 WOOD SHALL BE PRESSURE-TREATED"YEULOW SOUTHERN PINE WITH AN SG OF0.65. w R, (FIGURES5&6) MUST 13E USED � 1 ALUMINUM skALL 13E 606375 TX4'X25, ANDPEAMINIMUM OF.125 THICK- STEEL STUDS TO BEA MINIMUM GRAOd �� AND.0466 THICK (16' LUON GAUGE). STRUCTURAL STEE�,TO E HO HAU_EXTrN LEA !E,�TLE��ST*.i�5'TNI4�KMbA3�.ALCM�; RSINTQMEI��S D AT. ST a SCREW OAIAL li� IN PAIRS. - INTO WOOD MAY STEEL, A. LAN MWIA�, P.E. .1• THREADS BEYOND THE MATERIAL #1.0.9 #12'ANCHIORS BE 1" S.S. OR 410 SS� FL Tp.IJ.1j1 68705, " c rtrnI i (a G 03 rn N UI Cn Sn O N' Cx E9 >< z9 D o9��gqigg99-� g �8�sso��=��a�.io �mm�s�ggss�l.� fnyaa m on�aaAgD� N D �33 L33JW 5 m - ® 0 0 P n 5 I. P 0 w` 0 tFF •' �$�Nggg n Ib B 9 ep 4 Oo.4 ,mo y� m ' C � i .D a D Bm DB� "i , S e 9 IBC rr.11 t� C B 1f> T > Kiwi �o Y p 8p D> D� �STS�a> a � $$ a >N �' S� CCIGa H N > a It a g'B 115-9 Ew Fri, Ise'... o rC=0-c, r" yg 0 3�oo�C�_'x , l �Z�ZpAT-� D 5DD13 A yIM nn D _. ... _.. ,. . _•_i:'i_ _. _fin �'m a .' Muillanglh g q . .__ r IT .y m�8S8 3� g g g to g o b c o is b o 0 o a a g o o MutlWn CaFadh/ Andcamel h ' m e o b o 0 0 0 o P a e mumm C p. Y - fy $ i �+ � R L �. .� � -r• �. N �" � '� Aneltor Cepenty R•gWrtW lme). — o 'y MN6on Cepli -� B- s o u am Prea(ron) Akh� b R . sq :. o o o b obi o INeIfW. p+ yo! 40 4 p yak Mu�� fin G.pedty a 9y Rew mbi o o, o i� 0 oIa 0 o onY �nCeP f s . 8 � � S � m 22 � �' � x � � � Ancha CePaelly Rewt•a (iha) S m � ' m m b21 '.e o.MuNan Cep•tlty• a ' AnchorGai Andwir�. .� b o P o o b u b r+ o o� o b o 'o. MIAPan Capadfy ��) ni �• n �. Anita a Ce 'o RegWrca Ohs) $ o o •�y ' n•. S: N m m O¢ o o .. o 9- .. :. t E 0 %o MWtlnn Cepetlry slim '� e7 �' r7 a r3n•'Yn" qa cl .gym 7 '� Rn411ea(medll - b �O Mullion Cepaulry o ea a SK m �' S wreallEf). c a ;g o�� rp�� 5 u m lu. J J. u. i P n P o 0 0 o e a �umCaPetlty �, � 'm Anchor C•padly s o isF. IS•,'` - Mullnn wP.ah Id 't b �o• T9.o 'o o c 0.' RsmM'n Cewtlry, Ahhor Rewhne �) ry3111, g, ffi a a e MOnlan 0epeotty ; Ag m e eg e n g d a abi a S q9 Anchair Capacity Rai QO) tM- An� meaty, 0 m � �03. z! Z T' 'o ciCD 3: i m°PHmoo 7: i .• ¢e3C '•y0 - +� "'.'� PAC: "'COPYRIGHT W20,17 PGGINDUSTRIES,INC. ALL RIGHTS RESERVED IMPACT RESISTANT ALUMINUM TUBE MULLIONS y -_ "� N b� oeeDmmR.2 X 6 X .25 MULL SPECS of See- Sale `; Dr"g N. Sheet ® �V�. , a '_*o NIA Fr N/A 6300JR 17nr 9.4 rom rzrococr emit _.� or••n sy:r ; Da Cheaea ey: D•m: Rer w VENR£' R� Se275 I J_R0.SOWSKI 08/2911 I' ' : C q4t) sao-tano ' r. s*.+ f V fti'�"+`.a ' . i • .. - . , .; 1 •,,. ; RI R}1Sf1lnfSKI; R/1 D/17 NGAIf:FR THIS RHFFT n r•rx ne e, m... �-,,,e MteMoo Cadty Table (Ilbsffe) OpentngUdth (for verdcaIVspwt" muMorm) crOpenIng HeIght (forhodzDrAa*sPw"nq miflons) SON; In eoIn ... 7 . - - ---l-Re'' .. 1- 1-' .1 100N 120 In 140 in ISO In 12v t 7-1 x.126"Alum Mul mnInv. Lailne Rectarodar L..Mej gTube I f i -A Tr#T6w4 L-div fsd.Wlw ,no titT - 1Tm#M*. YF -Tdl"-11 "W. uar , TrzfftbM.' Rod2VuW _Lea�� laoTIWe RtdaVk, "lLmam TOP011-4 U,,ffl, 9 Radola _TmWdu 42 In 1442 528 11F.0 428 1202 526 14&9 419 10a0 S26 1389 )90-1; 526 .134.6 411 eall G* 34 41 m7211, $28' VA -Anit Sal, .526 p I me 1341.11 411 45.17j! 526 134.11411 48 In SaS 403 103.0 333 80.5 AM 194.71 25 109.0 103.,. 32 32 sm,� 403 $1.4 317 63.7 403 78.1 315 48.3 403 TaO 31� 40.3 1163 �14 345 41>3 78.6 314- 80.�, �403 78. 6 34 sZsF = 91p, -301 68.0 W2 79.3 254 Us w2 14.9 289 SIX 30i. 67.� M 145.7 '64.6 289 151:2 66 '638- .283 I -All' 362- 63.6 1 283 2R4 382 US 2W 25qo 3M US 283 54 In -- 67.8 -3is -R71,' 267 56.5 318 42 2 261 4&S 318 5?-?. 1 L!.4- 318 1�3, 31�. 1-256 319 $18 415 249 1 2113 318 40.1 246 20 318 49.1 248 2132- i;q8 49.1 248 49.5 258 Ul' 218 41.2 2�6 7 214 35.3 298' 37j, A& 2.' i. 34:8 204 �247.J�125() .33.4 203,11.;�46�, L2�8 ,�*.2 17.7 Z8 322 201 I&S 256" -32,2-, '2DI 83 In -- -�17 -- 1& 6 20D We 234 39.1 105 Z34 31.6 J09 217 234 29.4 laS 0.4 ZA 26.0 114117.8 234 28.6 183 15.3 234 20.5 183 13.4 234. 21LS 1m --- 66 In 37.2 2-13 -ii-- -4 183 W.0 213 UT 179 2%S 213 29.8 VO 2&2 213 27.0 173 Me 213 2ri 170 1116 213 23,7 .. 222 1ST 113 213 220 193 .111X� ?�Lo ISO 7 �L 28,1 170 30.1 155 2ag 179 2&8 152 20.4 179 225 149 il 9 9 !7i, 1 47 16.9 179 18.7 14 ir - 11. In 7 i �T_ "61- -2" 1 040� .2D.3 7 'I- Ve 187. �44 161 1�5 PiZ --- 133� . - 'L 7- ?* 6 22 .152,L119-1 131to 18LJ 152 VII AiT.horCapaclly Table oba) Canude - - .. . * HODDW CMU Fled CMU :PT ma2f. AchorCip Pattbmz"A 'E0r�V0 IMEcb h" 1r as ElieEto 114�6� Eke for j0lost 3)munq�m 5 •01 std #12 Skell Screw E- r Exwa �27k 1V4'�r 1W AM' lf,�J.t"r I-aw I-mr 'lees SA. Sao Ire I 15601b. I inI;sm I owm I morn I WA 760 M, 1 745 ft h ANCHOR- 6aifk1&T FpRM`dLA-.t jj:�"'•--(�MA HOR CHORCAP.- �NC ULL16 4 rAP. USE THIS F8kM11i1:4 TO OBTAIN THE -ANCHOR A -CORRESPONDINGTOAN ACTUAL PRESSURE REQUIREMEN'T Fi0k THE OPENING WHEtJ'IT IS LOW % 11HW,TH.EMULLION CAPACITY (FROM THE TABLE OFTHE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1 .1 TABLE NOTE&' 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-411FOREN METHMIS.: IPERALINSTALLATION _D LINEAR INTERPOLATION BETWEEN MULL LENGTHS AN6109OPENING WIDTHS 16 AULOWA&t! FIGURE 3):MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE: FOR E)(ACTDfMENSION§; SEE SHEETS 21-23. HOLES TO BE DRILLED INTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21 23 2.11 6* FIGURES�SHOW SLIGGE§TED,AJ?PRO)aMATE HOLE LOCATIONS: ANGLE CLIP MUST BE USED I.N'PAIRS. 4) SUBSTRATESXONCRETIE SkALL,C61,11FOlkIVITOA�1 301 SPECIFICATIONS. HOLLOW AND CONCRETE BLOCK.L!NfT (CMU) . SHALL CONFORM TO ASTM C-SO. WOOD SHALL BE PRESSURE -TREATED .. YELLOW SOUTHERN PINE WITH AN SG OF 0.55 . ALUMINPM SHALL bE6083-,T5 AND BE A MINIMUM OF,.125' THICK STEEL STUDS TOBEA MINIMUKGRADE533 AND:.Q47 THICK (18 GAUGE).GAUGE). STRUCTURAL 'STEEL TO BEAT - . 1.2r.X2.11X'.125'MULUON LEAST.12.6'TH . ICKANDA36.AL I LANCH6116INTO MOTALSHALL EXTEND AT LEAST 3 SCREW THREADS BEIiOND FIN MULLION) :THE MATERIAL#109#12ANCHPF�S INTOWPOD MA W. ,lit STEEL, I" S.S. OR#iq S.& . .10?#EGM mul im a. NOA-No. rbIpfrotlofi 0-iti! 05 . 12612024 BY w UY NAI N.O. 68705, 6= A. fqjMILWRi]7,.E. FL.P,.EAS8705. N4 MW0yn CB ao@yTablo (I roe) Opining Width (foruenita*sp67.in9mXom)orOpenlnyHoipht(fafnrimnleN-cPar6grad n9) . 501n so In 701n BON Sol. 100In f20N 1401n 160o 326"30 Racbmgdm Inndng 1F.ltritla�- InodnQ F-t-90" lmdlny T pIf g. laadng rwongbw tnedtng 7)0V-a- Lo bg R-M-mft In.dny TmpfOimig Loldfg Re-Wrajl r L..ft 1f.1,17a g. Lnsdny Recterglar load.. 1hpnHatg. Loafing Ractaguhr Loaft Tl.Ntt1o110. L-4.,q Racmegdar Loodng tra)JMorg. L dna Rect.n>� wam 7)gJ0leng. ineda9 DEG. AL BAY MULL[1..4 yAll 21 �42N 170.0 620; 170.0 436 170.9 744 170.0 475 170.0 888 170.0 566 17D.0. 992 170.0 .91f1 ,1116: 1700 .Fi, 1740 120 1740 '621 ; 't78o ' 11B6 ,1700 'b21 `1700 1735 '170.0 621 t48.1 1740 174040In 170.0 108 17D.0 524- 178.0 850 V0.0 -581 170.0 ' 9B2 170.0 830 170.0 1133 170.0 681 1275 170.0 677 170.0 1417 110.0 680 1622 1522 170.0 680 i30.5 -1622 170.0 680 1142 1522 170.0 WO 54026N 170.0 147 17QO 5M 170.0 895 170.0 831 170.0 100 170.0 684 170.0 ,1195- 110.0 723 .: 1345 1740 .747- 164.2 .;14/7 1T0.0 -766 I 'a 1413 170.0 750, 117.3 1443 170.0 75e 1028 14/3 170.0 •756 64N, 1740 791 170.0 612 170.0 996 170.0 691 170A .1116 170.0 754 IT8.0' •1I76 170.0 ''647 1353..170.0 .837. 1443. 1353 1740 556 1203 1353 -170A 861', '1031 1353 170.0 eat 802 1353 170.0 ;88160M 170A M5 170.0 701 170.D 1063 170.0 797 167.0 1218 170.0 678 146.1 1210 17a0 1141 159.8 frig- 116.8 1218 MILL 924 07.4 t218 14e.1 913 W.5 1218 1441 913 73.1 1218 1441 `913 83N 1740 930 1740 743 1T0.0 1118 170.0 B50 1502 111i0 1B8.9 933 131A 1160 153A 914 1419 B98 105.1 1150 1a42 BLS` DY9 '•1160 i267"'871' '76.1 1160 1282 870 65.7 1160 1282. 870 651n 170.0 014 170.0 700 152.4 1648 166.8 BB1 730.6 1048 140.0 efib 1/43 10/8 133.1 860 101.8 127.4 •&M.' 01.4-..1048 1146 930 762 f04S 109A 821 65.3 1048 1042 818 57.1 1045 IOU 010 c 72N t40.6 BBO M47A 71A 117.4 880 1240 748 t00.6 080 1f0A 734 08.0 1180 11io.e 7T2 76.2 82.8 712' 70.4 868 833- 703 '68.7 888% 793 t`88�'• `50.3' 1880 =76.fi: BBB 44.0 880 76A 688 J 78N 110.7 700 125.1 690 119.B 790 105.4 W6 05.5 790 83.7 663 74;8 790` '.83.8 6I 88.5 749 843 59.B 780 71.7 035 498 790 4t.1 624 42.8, 780 6'21 Big 37A 780 61.5 617 a 110A 750 115.5 M7 023 '150 $8.1 W 79.1 760 85.0 02 0.2 763 77.1 621 61.5 [391 70.8 612 55A 7CA 657 WS 462 760 69.4 694 39.8 75D 562 558 34.6 780 65.8 588 90 N T21 569 71.1 600 60.1 663 829 481 51.6 583 54.8 483 45.1 5B3 469 475 40.1 44.4 466 36,1 563 449 462 30.0' 563 302 452 25.0 663 333 445 22A 53 31.0 M2 98N 59.4 40 61.1 443 4%5 495 51.5 435 42-4 495 44.6 427 37.1 499 29.9 421 310 341 416 29.7 495 332 409 Z4.0 493 29.1 400 212 495 25.6 394 1A0 495 25.0 3W t6B In 41,T '391 42.6 353 34.5 391 759 348 29.8 391 31.1 342 -26.f 391 27.6 337 242 24.9 333 20.9 391 22.8 320 17.4- 391 119.7 321- 19.0 3B1 .17.8 .31523532037033.033027.5 370 246 321 240 370 253 320 21.4 22.8 '415 19.2 370 20.0 312 1%0 370 141319 289 26.3 317 260 2B4 21.7 MIT 225 280 19,0 317 18.9 276 Mg 17.9 273 - -- 17.8 203 - _..t- ._ - -Anchor Ca a iablo bs -. - :;. .,�: - . Substrate 2.1k Cm.M' ... 3.5k Coro. - do mu ..•.Filed= I PTW.4 c M.tel E-Uam.an 6118'Elc. 3�76" Eloo UDrmon 1/d•EICO UIhaeon IwIiB EIon 51VEto. U4�Wfto'.0106We1 01261ae1 0126ted- -AnchorCOp Patteln8. Axwrrype -- - . 3/1D• Eko lnvacon - 1l4 - - U"n -! - - � A09oto_r l7macon` -A0pe6ato/' screw (G57 sconv(t35) Bcmw(C,5)- EdOe Uste (Ink 1' 2.112' P "'2-1/2', . '-3-tra'. .. 1• 2.Vr r " 2-111 z _ . . 3-v8'_ -'• .T .'� 0.48• u:D.54' 0.32V • Embsdnmt 1314' 13/4'- 13,4' 13k• T 1-1lC- 1•U4' 1•I14'. 1-114' 1414. 1-t/T 2• 1" 13R' roles - 2 Anahae @5'Min: O.C./(2)135 An910 f:Up9 /(f:1g. 17 350®s; 39D IBS 45D Om 890I6a 1700 L. 210 @9 280Ib. 1 354 Itm NO NL 374Ibs 7209t9 1Nfi OB 341 On 44216a 5600 4Arclnie S3S Mh40.C., W 1.5AMgie C0ps70'10.2). `780Iba � 7406m -780 bs 1 1670160 2515 hs. 570ga ",5601b1"" "WA `-'.'7720 Us' -'-74DIW ,� ��•BBO Na- �, 18B2 ma.. �6B26fa., _88516s_ ,._1110 @;... 6 AnUrore a 2.41. M M O•C./(2)2.5 Argo 4' �/ .3): 1120lbs .1120160 -BS6 Na i "2246lba 22S41e_- WA eW lbs- WA •10591[s .. ...WA ., 1320 @s ( tUA: tM216a 172700 1r80 am -I USE iHis r tiN 'S (J 1z:W W 7n Q � W z z 5 ell m 2 'MENT FORMULA:_ ,.'.. �), `ANCHORCAP,,m AIN THE 4NICHOR -" INSTALLATION METHODS. MULLION ITWII.LYIELDAMIN154UMANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY .. - .__. .,. ..... - .. _ t ADDITIONAL ANCHOR OPTIONS FROM THE � ANCHOR CAPACITY TABLE. FIGURE 1• ` ' - TABLE NOTES: ' • � - '1) SEE SHEET 1 FOR INSTRUCTIDNS ON USING THE ?ABLES AND SHEET' 25 FOR INFORMATION ON'LAADING 1 ' _ SEE SHEETS 2-4FOR GENERAL 64p1ratloo Uate05/26/2027 By Minmi-D e Product Control 1- 111;11 I U l l / y10ENSF Q� .�. No 58705' ,'la's ••'�<iORIDP `' �_�� - A. LYPSNi1RAtiLLER,=P E ' _ TABLE 16A�:: `MuIIM1iCa AB Tdb16 bent' "' '- . Opening VYidth (forverlica*spariniru nlJ7oR4) OrOponing Heigh0brtnri2ordadksper'p1iT4T trndrkm),. ". .., .. .... 501n ,. 60In To In 100In BON 10061 120 in 1401n loom &W 46 Recimlp.ler Loe4'19 Th"PrUlalg. Inadng Rectansi r Leadn9 _' Tmprriks lmdnB.' Rednngdu lnatitm Trep7Tdm9. L adm- P-t.-pAer _:: kma g Tmpl'Rf m - Lowing aR6dailpda L.n" -Twmane.'= Inednp Rm-noway: Lwdlg '.7rBp(i'dmg:•' L.J.0 '.Reetati9tder...ha(✓01anB. (aadry LondN9 .Reetenp w Loadnp T1eplTdellq Lae&19 Re t..O4er lae9n9 Tfs m.4 Loedrg OEM AL .. BAYM ILI. z• 6 i.. .5� r.' g'� p D ' v�-E [ -a ryy F (1¢j� a &T¢� a %3- dr�dK Q •^ 8 'Ec r 'gs� dr� a y �H a +��c 2� a 6�j 12$� d, • • f _ '_ ��, .. Idz o 14 ; a a.-- fi� .8-a a a., (43 -o y• a c5v z• a.. r5 c. o.... ri _ (i 110.0 620 170.0 435 II0,0 7M 1T0.0 478 170.0 i18a 170.0 508 170.0 882 170.0 519 170.0..11161 7700 521, 1708 1240 ,174e 521 170.0 f188 1700 521 1-0 1t35 170.0 521 100.3 1871 170. - 521 48N! 170.0 108 17D.0 524 170.0 85D 170.0 584 170.0 882 170.0 030 170.0 1133 170.0 661 170.0 1275, 170.0 677 176.0 141T '17H 680- 1617 1837 170a ®0.. .7403 1037 17Da t600 f22.8 1637" 170.0 880 W.5SIn 170.0 747 170.0 W 17a.0 698. .17a.0 631 Ilea 1046 170.0 684 170.0 1195 170.0 723 170.0 1346' 170.0 -747" 179,0 1164 '1747 750' 30 1552 '1700 756] .1VA 1552 170.0 ;756 1704 1552 17D.0 756 Sim 17MO 797- 170.0 612 . 17D.O 958 170.0. 601 170.0 1110 170.0 -154 170.0 1275 iTOA 601 U0.0 1434 170.0 637, 1552 146.. '170.0 "658? 1TA3 11455 4*0 W, '110.8 1455. -�.170.0. 801 87.0� 1455. 1701 all -60m 170.0 885 1T0.0 701 170.D 1063 i70.0 797 17a0 124D 170.0 016 157_t 1308 170.0 844 139.7 UM 170,0 M 12b,7 1300, .1835 91 .104.E .1108 157.1 SI 898 1309 1571, 188a. 78.6 1306 167.1 982 (.'9m 1740 930 1TD.0 745' 170.0 ilia 170.0 650 1829 1247, 170.0 W- 142.5 1247 late 9MM 1241 12A7 1S28 965 1140 ,124R HM3 862 ��990 id247 W8.2 936 614 1247, 1357 ..035 71.3. 1247• 1347 8i5- ts BBN 770.e 974 170.0 789 170.0 1169 170.0 803 183.7 985_ 119.e }793 147.9 915 113A 1186 13G5 928 103.8 1190 129A 014 688 1100. 118.5 W 742 '1190 116.1 .B83 84.9 1180 118.1 893' c 72m 1018 Pala 168.6 ;877 134.7 1010, 144.6 SM 127.2 842' 1D1.0 1010 1147 829 .839 t1110 1DS.6 "617 60.8' IDID Be.O 807 679 1016 90.8 795 67.7 W10. 67.e -790 50.3 laid 6T.7 789 76N 137.4 '.BOB 143.6 "TB2 114.E '90B 1220 779 1D7.1 761: iL.9 Sue 982 748 76.] 908 88.2 738 88.7 (p8 623 728 613 909 74.7 716 49_7 506 71.2 710 428 908. 70.6 700 a M 78m 127.1. 681 7�.5 .T51 1058 601 1125 736• t 98.8 725 78.4 681 e6.5 7W 70.6 881 81.0 7m 63.6 eOt 75A 684 53a 861 66.1 661 45A 861 84.6 675 39.7 861: 67,7 02, BON BL7 'eye 814 574 681 648 72-1 554 629 654 81.7 048 Ml 545 45.0 846 509 537 d1.4 640 47,o 53 345 W. 41S .519. 22.5 W8 382 511 252,.SOi Dan 66.2 NO 70.1 SOB �.56.8 ',� 59.1 . �4M 5tA 483 37.0 SM 41A 41. 34.1 560 � 3e.1' �470 - 2e4 US � ' 33.4 459 TA.9 580 30.5 45Z 213 S68 28.7 447 108In W9 -4 -48.9 •405- -39.9 449 412 399• 342 449 35.7 387 25.6 448 286 3ffi 239 449 20.1 377 20.0 M9 227 3Be 17.1 449 ,20.4: 361 15.0. 449: _i8a w111 In 44.1 425 45.0 385 we' 425 37.9 379 31.5 40 328 j4�811W4Z650 387 24,542S 20.2 3t12 221 425 24.0 358 18.1 425 20.7 360 15 8 '425 me, 343 120In 34.9 304 35.5 331 29.1 381 29.8- Wo Z49, 384 25a 317 _19,4 304 lab 313 11 3fi4 187 908 _144 N - 20.2 2M3 1 20.1 -233 16,8-1 ,253 1 17,1. 230 _ ' Anchor CapacityCap;iclty Table bs sohstr te: 27t C -Mle 3.5k Cana. I mumcmu RI d GdU PTVA d Halal AnehOr Cllp Pariema - Axhsr type: 3I16'FJOD Nuacm _ _ - _ 1I4'Eko Ultreoun - -- - 5116'Eko Ulbec4n_ 3116•Eko ulbacon - - -_- fl4•Ekn Uenicyl -- - 1W88 El. AD9 n:Gator Me"--- -UlDacon- 114•SS Eko -A Cemr SIDS1981 suety (�6clsw 672Sleel (BS) 9125ted Sty-M-(65) - - "' Edo 0.w..6 On): 7• 2-1? f' 2.10" 3-10Y 1•-A 2•ln• I- 2-1m r 3.1f8' 2' 0.48' 0.54• 0.324' "EmDCCinaR(m): -tS/4"•` 1.314' 1914• 1314'• :'-T 1.11r 1414- 1-ve 1;1I _ ..1-1l4' .1.1f4".... _- Z. 1.98" 1318' lade! 2Anc5ors®5•F4in 0.0.1t2)'hSNgk (9pa7(FtL 1T 3900sa 380 ka 45DIbe 81 17a00re 270Ih¢ 2BOW 354M 7400»3741ba 7P Ibs 040Iba -341ms- 4421be Stake 4 An0Mm®3b•Mirt O.C.I(2)2r5AnOte C0pe7(F%L 2j T80 me 780 Ns 7301ba 1070168 2525 Ob NO Na-"560 Rs WA 11201bs -; 74elbs BB716s 1e911bv B82Ibe• ee51W 1120 lm 6 Andwle 0Z71'Mia O.C.f (2)ZxSAnpk Caps 7(Fi0. 3): 11201bs t/2D@a 938Ibe 2N61bs 2264 ns WA- mm WA 105911s •; WA 1320 Ne WA IM21bs 11 Ibe 169010s ANCHOR CAPACITY ADJUSTMENT FORMULA." DP)X(MACHOR.A.o;:: ANCHORCAP.- UIK)CAP _ USE THIS FORMULATO 08TAIN THE ANCHOR! CAPACITY REQUIRED CORRESPONDING TO AN ACTUAL PRESSURE REDIUIR.EM&iT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT W ILLYIELD A MINIMUM ANCHOR CAPACITY WHICH MAY.B6USED TO QUALIFY i - ADDITIONAL ANCHOR OPTIONS FROM THE - •-' ANCHOR CAPACITY.TABLE, FIGURE 1. , TABLE NOTES: , • -•+ 1) SEE SHEET 1 FOR INSTRUCTIONS USING TABLES AND SHEET 25 FOR INFORMATION ON LOADING. - - SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. " ' 2) LINEAR INTERPOLATION• BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: - - - 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR DCA.CT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. •125" o a o `. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS f �. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT• -FILLED . FIGURE 3: CONCRETE BLOCKUNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL13E PRESSURE-TRi ATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6053-T5AND BE A MINIMUM, OF .125" +.. �• r THICK. STEEL STUDS TO BE -A MINIMUM GRADE 33AND 046• THICK (18 GAUGE). STRUCTURAL STEEL -TO BE AT-:. 45' BAY' LEAST _126• THICK AND A38,'ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -MULUON 't a THE MATERIAL. #108 #12 ANCHORS INTO WOOD MAYBESTEEL,18.8 S,S:OR 410 S.S. ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. PR000CT-REVISED ..i - as complyj� ngg w th _11be Flopda Building C0111! HOA-No. 17-'06311 Expiration pate OS. 26/20R7 By Miami- In o uct Control LYNN� * t N0.58705 TAM F1 �i,C�i '•FtORIDA ��:: A. �YNa.tMl4'. P.E. ; FL;F?.E.#'Si3Z05 , -" { ------------- 11.26V-1 1.000" 1.000125' A25* 3.188" i7k" -.125" 2- '12 5 .125' .126' BFnLL ZOOD, 2.000' 2.116' cq .266' x2r... z Ui _�T 9 3: W5 co L .900" F ". 0 -J, U) X 3.12S 10 1*X2.X.125'M . MULLION 1'X,2 75"X.37FMULL!pN I-X2.WX.05Q'MULJON I - X 'S' MULLION 1,2W X 3A88* X 265'MULUON 1W X2.1 1"X.125" ?,IULLI 6 -TOALUML 6o63-Te ALUML 60113-T6 ALUM 'T:ETcA LIM. 'k 6063-T6ALUM. 06346 ALUM 6063-TG ALUM 0063 TIL X-SECTIdN X.SEcnoN X�SECTION kSECTION X-SECTION or, X-SECTION 3 Uj to C) On p Al cm, Rj L5 ANGLE CLAP 2X T STANDARD CLIP 6063-T6 ALUM 6063-TO ALUM. 2.000' X-SECTION 2.125" 2.000"N U-CLIP 11146 ALUM. 125* XSECTION .............. .125' '140" CUT HERET01- .375" 375" 3.12W CREATE F-CLIP. SEE MIN. .375"MIN. MIN- DUAILFSKEEr4 - 713� t .338'MIN. r --------- U_Cup� A A 6063-T6 ALUM. - - - L7 - - - - - - .2XSMGLECLIP TOpvIEW' 6M-TBALUK -TCPVIBN _L__STANDARO-CLIP- CENTER OF ANCHOR HOLE MUST LIE WfkNIHE �A 80 DASHED UNDARY.SEESHEETS6-18FORTHE 6063�TGIkLUM. CENTER OF ANCHOR ANCHOR D.C. DISTANCE. MAXIMUM ANCHOR 64tR 'F ANCHOR HOLE MUST LIF TOP%nEW- .L. M OF C 0 HOLE MUST LIE HOLE DIAMETER: ANCHOR DIAMETER WTTHIN THE VASHED.BOUNDARY..SEE H'NT vvrrHiN THE DASHED SHEETS 5w17,FOR_TH.E ANCHOR D.C. DISTANCE MftMMUM ANCHOR HOLE BOUNDARY. SEE P DjAmETE * ANdHOkDLAMEMR_4-1/16'. SHEETSS-17FORTHE ., ANCHOR 0 C I ' TABLE B DISTANCE MAXIMUM. ANCHORHOLE 5.500, 376' DIAMETER ANCHOR X5 MIN. DIAMETER r,/1B", MIN. ---- ------- 17 IL Mull Dimeaslon (sheet 40 , . , , Mullion Sid. Clio -I offiaid)ip U-Cli Apsle cl 10 1'X2!'X-.125(5) 66605 6661_13M 6661118M 666243M 66651 I M 1'X2IX.375(6) MODS 666114M.T6661119M 666744M '6611512W -'1-X2JVX.37V'M,. I I : 666q '66611W . L6661120M 666T45M 66651$Ml (8) 60M m _ 666116M. 640121M. 1566246M 666514M VX3. 125X.5007.(9) 68637M 8 - 1 6M . 6661 1 14M, 666242M 1.25x3.188'x265i,(12) 66641M; 61561 I 11M. 601 113M 1 665241M 66mi.6m I 1.'26'X2 1fXA2S"(1-) mof NVA WA, I ,'NIA CT . 0053-T6 ALUM_ -TOPMEW - 1) HOLES TO BE Dkimmv THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEe SHEETS sa, 12 & 16 FOR SU6GESTEO.APPROXIMATE,H9LE-LqCATIONS,& ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.' TART r A 01mon4on Value (In) For Mulflon. 1.025 -Tube Mullion: B 2654' D;,1 0.7,40, �A - 1'.125' TXTX:375] Aluminum 'fube . Mullion C. 0.635 D. 0.490, A 1.875 1' X275" X 37SAluminurn Tube Mullion - - B 3.000 C. 0.7ig 1.118' A 1_312 V X2.75' X .060, Aluminum Tube Mullion I B 3.000 0.476 0.w A. 2.000 1"X3.126"X .50V Alum Tube Mull 2-637 "c'. 0.863 D'. 1.137 A .2.625 1.25X3.188' X.285"Alum Tube Mull B '3.262 ::.c 0.862 D 1.702 'A 1.8113 1.26' X2.11' .121' Alum Tube Mull z:1 .(L A 9-- z cm :Q z '0 v) A Z. :? < * 3: 0 C, (L PRODUCT REVISED as compign h tho Florlda- Building moA-No, Explmfkin kat. 0'5'/2,612021 ... if, /' . ... ...... . No.587o5 S TE TE FL MULLION MULLION, -' - 'kS�+m° � x^omv L 25 :r- . I E '~ .��TO ��_. � -LIT t�A 2. 'S LIM CUTHERETO CREATE F-CLIP, SEE � � ` - ^ ' .375'1` wm ~~� - CENTEROFANCHOR HOLE MUSTLIEWITHIN THE DASHED BOLIMDARY;§Er SHEETS 10-2DFORTHE :) ANCHORO.C.DISTANCF MAXIMUM ANCHOR 7\ ANCHOR HOLE I I MUST LIE wrrHIN BOUNDARY. S�E TH 'FFORANCHOE MAYJMUM ANCHOR HOLE , � ' �� , ' ` ' ~ ~u ^ . ~ ^� , t OF ANCHOR BOLE MUSTLIE mw� " THE "�o� ^~-~ —TOP-- ' ' ' ' '"~' — -- ----- - | ER-. ANCHOR DIAMETER - 1116'. Dimanalon Valme (in) For Mulltan: Dimension Yalue (In) For MuIllon: ON 3a. BAY MULLION 6063-TO ALUM. L -------- 1), H'DL'15S TO BE DRILLEDJ THE FI . ELD I FdLLOWING-�JWENSIONAL RESTRICTIONS -GIVEN ON THIS SHEET. 2) SEE SHEETS 116, 11, 13-15,"19 8; 20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS. 3j SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. | | | | / | | Tube Nu on 1 3.250 59 my 's (Aeeta) Mullion Std. ClIp Offset CIIpj U-Clip Angle Clip 65M WA NIA NIA 0685110M ul Ic 5.500 CUTHERETO --3.500" CREATE F-CUP, r SEE DETAIL F. SHEET4 7-7 TAIXEf E Mulib -on Imenal (Fhoet#) PGT Pz!q* Mullion. Std. CII U-Clip Angle Clip 2- XNI X.2 . 5 (18) 66602 1. 666261M 068271M 1 G665I12M' 2°X6'X.25" (17) 656D4 I 666262M1-666272Mj 6665 125" STANDARD CLIP I i -� I•^.,26•} �, :- �. .'� 1-..12 , I ,U:r LIP, 6063-16ALLIM. 3-76 ALUM. t, 63--,M ALUM 2.000 NOTES: I X-SECTION 2.125 X�SECTIDN .125' -A25 ' 5, 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING I DIMENSIONAL RESTRICTIONS GIVEN ON T 2)'StE 1§AEETS 16-17 FOR SUGGESTED, APPROXIMATE 1.4190-4 T HOLE LOCATIONS:_, 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.490• .375' MIN. COW 2- X 4' X.26' MULLION 6063-T6ALUM. ?(-SECTION 37 TV MIN Fm' T—d 7 z 3.438' + 3.438"- it '4-436' -37- J_IMEN. STANDARD(LIP 2XSANGLEGLIP' ty�up' 0063-To Aium - . lx(9 ANCHOR HOLE MUST LEE 8063-T6 ALUM iED LEE 6063-TO ALUM,'V OF R�OF FOR 2- X 4- MULUON, S�Ii�16 Z-=.FANC ORHOLEMUST THE __�.MN THEDASHED BOUNDARY. SEE TOPMEW . DASHED BOUNDARY. SEE TOPV(EWv)4-- > .250'j TOPVIEW.. SHISETSIS-117FORTHrmr-HoRac, SHEETS 18-117 FOR THEANCHOR O.C: . . . 0 I . CENTER OF HOLE MUST LEE . 0 DISTANCE MAXIMUM ANCHOR HOLE DISTANCE. MAXIMUM ANCHOR HOLE "'G MAXIMUM R q, 'A ANC HOR . vyTrHIN THE DASHED GO DIAME" ANCHOR DIAMETER♦ 1/16". UNDARY.SEE. METIERtANCHORDIAMErER.4/16'. SHEETS 107'FOR'THE ANCHOR O.C-- - ;PRQDU4 o.. 5 [STAN DIAMETER ANCHOR DIAMETER;,� 1/16'.1 5,50(r --``—DISTANCE MAXIMUM ANCHOR HOLE. 5.000 ---------------- NOA-Ho. 3.50-0" CUT 5.T.' Building CR �T .217.0h MEN )ETAILF, •w 375' SE MIN.. :F .375' -'Expir0for I I - L---- ----------------- j 4.686' 5.439' L .......... MULLION 6083-T6 ALUM. N. -58 X-SECTION -0 STANDARD CUP U-CUP 7X.5ANGLECUP •6063-TBALUM. 0 8063-U ALUM. 6063-TSALUM. % TOP MEW USED FOR 2X WMU-LLIQN��H-17 TOWFWNAt TOPv EW A. La FIL EXAMPLE 1: SINGLE VERTICAL MUW ON NO ANOHORS N HEAD -SEE �6EE ,. FENESTRATION DETAILS, PROOUClS SHEETS APPROVAL` MUL N LEND H SEE '. �/ oETNLs. sIiEETs f 2a NO ANCHORS IN WINDOW SILL SY 3Y- --{ I--b1l1LL WIDTH OPENINGWIDTH - EXAMPLE 2: MULTIPLE MULLIONS ' SrEDETAIL' MULL WIDTH --I f-`- SLEETS2-3 3Y SEE'•, SEE FENESTRATION DETALS. PRODUCTS SHEETS APPROVAL 24 VEMICAL MUWON -SE• SEE LENGTH $ DETA65. DETAIL E. OPENINGSHEETS 24 SHEET3 HEIGHT 2 HO Ml1LLHON 7Y • '�i. .., SE. -- "' - DEU6LS, SHEETS 2-3 MULLLENGTTI MUU-LEROTH-_III OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN.TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4'. THE OPENING REQUIRES DESIGN PRESSURE OF+60.0/-60.0 PSF- 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MUWON LENGTH IS 72-AND THE OPENING WIDTH IS 32`F32+11=65', REFELENCING'SHEET 25. THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW WWE DEPTH OF 2-1/4-AND VALL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZEAVAIIABLE FROM TABLE 3A, SHEET 7, THE 1-X 2.75' X .375" MULLION:(LENGTH =72'. OPENING WIDTH=70")MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS -1-68.3 PSF AND WOULD NOT B.E SUITABLE FOR THIS APPLCATION. FROM TABLE 4A, SHEET S, THE 1"X 2.75" X .650' MULLION`(LENGTH - 72', OPENING WIDTH - 701 HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE `t OPENING AND MAY BE USED IN THIS APPLICATION. NOTE. THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B.TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)#12 ARCH ORSAND THE 2X6 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF885 LBS: THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL, _ - . 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE,*MULLION$ OR FENESTRATIONPRODUCTS WILD;, APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACC6FtbMEE'V17TH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION: - IN THIS EXAMPLE,, THE DESIGN PRESSURE REQUIRED WAS +F-60,0 PSF, THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727.PSF WITH AN ANCHOR CAPACITY OF 638 LBS- ALTERNATVELY, THEANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE. BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OFRO PSF:. �t (60 PSF) X \ 6367 PSF / LBS \ = 524.9 LBS , (MAYBE USED 70 QUALIFY # 10 STEEL SCREWS FROM TABLE 49) - .-• - ,` 72,. .. - THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USESACONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-318. THE OPENING REQUIRES A DESIGN PRESSURE OF+50.0/55.0 PSF. FOR THE VERTICAL MULLION: _. .•. _ _ _ _ _ 1) INITIALLY ASSUMING THATA I' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72•+1"=105" AND THE OPENING WIDTH IS 36"+36'+1'=73'. REFERENCING SHEET25;' THE COLUMN USING. RECTANGULAR LOADING SHALL BE USED. SCAN THE MUWON TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.9f8" ANO WILL, MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.0/-55.0.PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. ' `FROM TABLE 3A, SHEET 7, THE,1• X 2.75'X.375' MULLION (LENGTH J 108', OPENING WIDTH = SO') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS 4M51 PSF AND WOULD NOT BE SUTTABLEkDR THIS APPLICATION. - FROM TABLE 12A, SHEET 16. THE 2" X 4• X MO'MULLION (LENGTH =108', OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICHEXCEEDS THE REQUIREMENTS FORTHE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 071 LBS. BECAUSE IT -IS NOW KNOWN THATTHE'MUWON.WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT; THE ADJUSTED OPENING WIDTH IS 36-+36-+2 674", NOT 73" AS PREVIOUSLY ASSUMED. V IFY THE'D SIN RE S STILL FOR THE ADJUSTED - ER THAT E G PRESSURE I STI APPLICABLE UST P___ AL RNAT TE IVELY THEWINDOWWID -REDUCED TO MAINYPJ THSMAYBE N THE 73' DIMENSION (35-1lt`+35-1CC+T=73j.w:-^�--- 2) USE TABLE 1213 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY,AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED - I CONCRETE HEADER AND SILL ARE 8' WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 6•, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTA,NCE. USING. THE STANDARD CLIP WITH (6) 31.16" ULTRACON ANCHORS ATAN EDGE DISTANCE OF2-l/1' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND Q:. r ` •z d' O) a Q Z A . Ntt , a �'� iC K R=9�F PROpUCT REVISED p aS eomPlYln$ wlth;tho F1o`ida; Expiration THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS, o FORTHEHORIZONTALMUU.IONS:' i • BY /. W Mlaml- BECAUSE THE VERTICAL MULL WILL BE A 2' X 4" X.260' MULLION, IN THIS_EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER w MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+7Y+2"-lO6". REFERENCING SHEET 25. THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE ' - (9 USED. FROM TABLE 12A, SHEET 16.THE 2-X4"X.250"MULLION(@ LENGTH =42%OPENING HEIGHT -120') HASA DESIGN PRESSURE OF+/-170.0 PSFN.iICH EXCEEDS THE - REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACTY REQUIRED OF 521 LBS- WrWr 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARES' d WIDE. IF THE MUWON CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE- USING THE 2X5 ANGLE CLIPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1- GIVES AN MCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED of ANCHOR CAPACITYOF 521 LBS. 4) FOR THE U¢LIP INTHE-HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE UDLIP SHOWS THE ANCHOR ... CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE,FORTHE REQUIRED ANCHOR CAPACITYREQUIREIVENT OF 621 LBS.THE. z Q' ANCHOR TYPE IS A#12 STEEL SCREW, FROM THE ABOVE STEPS; OUR MULLION DESIGN PRESSURE IS: a +1-64.7PSFFROM-THEVERT(CALMUWON; " _ "" -. - ,. .. n •- +1-170.0 PSF FROM -THE 36'HORIZONTAL MUWON ATTACHING TO CMU; ,�;•�( +1-170.0. PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERDCAL.MUWON UNTERSECTKIN). THE LOWEST DESIGN PRESSURE IS +44,7 PSF AND WOULD APPLY TO ALL OF THE MUW ON&, F �i lS VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION rc ails PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN o A. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 8 i5/Ztilzu17 u- act contra ! p LYN :. �•LCENSP. �� •'".� No. 58705 5 ATE_ ONAI- r4�141NALLR, I.E. L:P.E#58705 , EXAMPLES OF RECTAUGULAR LOADING: EXAMPLEq OFTRAPF101DAVTRIANGULARLOADINGi •PW PW, I L t/ LOADINGOF LOADING OF WINDOWSsILL OF I �� .��I n p U PW r U) : N ygI `nN kU .. Z J W S co / O c�7 K W m M w LOADING OF VERTICAL MULLION w f - $0 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTALMULLION . Z Z :OD PW PW _ - ..r • a i j W Qo t0 bo .:. ..- - Z 1 --- - •. �� T—�.`.' •, ..: PRODUCT REVISED a9 cam pl In Wltht6n Plorida� LOADING'OF VERTICAL MULLION LOADINGOF-HORIZONTALMULtlON— —� Bwlding Code - - - --- - -SILLOFVdNDOWSNOTANCHORED WITH INTERSECTINGVERTICALMAILLION 1 _ '� _ /� / NOA-No. 17.0630.01 Pw ExpiraOonDate 05/2612021 I LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By MUWON Mia .product Gantry P PVV ., I .. NOTES: I 1 1) DRAWINGS ARE •I I I ' I I 1, 1 , 1 I ., PIN 1 1 LOADING OF VERTICAL MULLION, LOADING OF VERTICALMULUON - PANEL OF HINGED DODR IS NOT CAPTURED ,OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j • •I I 000 00 pill000 o / dd PW RERESENTATIONS OF TYPICAL CONFIGURATIONS. , • CONFIGURATIONS NOT -SHOWN s MAY EXTRAPOLATED FROM . THOSE SHOWN. - 7,V7 :2)IFTFjELOAOINGTYPENNOT CA`- Oy LYNNM�'y_ N,cErsF BE DETERMINEDUSE RECTANGULAR LOADING. �1,.�`` 3)SEE PRODUCTS APPROVAL FOR ACTUAL ANCHOR LOCATIONS. No 58705 TA LOADING OFNERTICAL - - LOADING OF HORIZONTAL . .-MULLION ..z. - MULLION • - A. LrYNMI ,ILL ;;P.E. ,- FL P.E958710 . r c � W M IAM aDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIMION T (786) 315-25W F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/eeonomv PGT Industries, Inc. � 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the al materials. The documentation submitted Product Control Section to be used in M Having Jurisdiction (AHJ). This-NOA'shalI not be valid after the exp Section (In Miami -Dade County) and/or I to have this -product or material tested I perform., in the accepted manner,. the mar immediately revoke, modify, or, suspend reserves ;the right.to revoke _ this accepta Section that this: product or material fails i Thus producf is approved as described he ,Code,-" n—Clu&g the High Velocityli 'C' ;able rules and regulations governing the use of construction been reviewed and accepted -by Miami -Dade County RER - i Dade County and other areas where allowed by the Authority ition date stated below. The Miami -Dade County Product Control AHJ (in areas other than Miami -Dade County) reserve the right ;quality assurance purposes. If this product or material fails to facturer will incur, the expense of such. testing and the AHJ may use. of suchproductor material within their jurisdiction. RER ;e, if, it is determined by Miami —Dade County Product Control meet the requirements of the applicable building code. and has ' been designed to comply with the Florida Building Zone. DESCRIPTION: x�' GD�=770' . u' iuum Horizonta Siidit� ' indoor, w/ 90- & 135- corners — L.M.T. r APPROVAL DOCUMENT:, Drawing iNo. PGT0129, titled "Series 770 Alum. SGD-Window - LMI", sheets 1 through 22 of22, dated 02/20/14, with revision C dated 04/05/17, 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. NIISSILE 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. I RENEWAL of this NOA shall be considered after a.renewal application has..been fled 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# 16-0629.09 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 ML4Ml•DADE COUNTY ,i Ffle Copy .y, PGT Industries, Inc. B. TESTS (CONTEWED) 4. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203i 94; issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No.15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition .(2014) and FB6th Edition ;(2017) dated 04/18/17 and revised,on 08/02/17, prepared by manufacture , signed and sealed by Anthony Lynn'Miller, P.E. 2.; Giazing;complaeswith A'ISTNI E1300-09 D :QUALITY ASSURANCE -] : Miami=Dade Department of Regulatory and Economic Resources (RER). E _MATERIAL CERTIFICATIONS 1 Notice of Acceptance No. 16-1117.01 issued to KurarayAmerka, Inc. for their "Trost€olO UltracIear, fear and Color PVB Glass Interlayers" dated 01/19/17, expiring on•07108/19 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and 'White) Glass Interlayers" elated 06/25/15, expiring: on 07/04/18. ATEMENTS L ` Statement letter of conformance, complying with FBC-5" Edition .(2014) and FBC-e Edition (2017), dated 08102/17, issued by manufacturer, signed and sealed., by Anthony Lynn Miller, P:E. 2. Statement letter of no financial interest, dated 04/08/17, issued by, manufacturer, signed and sealed by Anhony Lynn Miller, P.E. 3. Proposal No.16-0125 issued by the Product Control Section, dated March 091 2016; signed by Ishaq Chanda, P:E. (Submitted under previous NOA No.16-06,9.09) G. OTHERS 1.. Notice of Acceptance No.16-0629.09, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Horizontal Sliding Window w/90° &135' comers - L.M.I. approved on 08/04/16 acid expiring on 02/12/20. l Jorge K Plasencia, P.E. roduct Control Unit Supervisor NOA No.17-0420.17 Expiration Date: February 12, 2020 Approval Date: August 31, 2017 E - 2 EXAMPLE CONFIGURATIONS MAX. UNITrDTH •NOM.PANEL WIDTH PER TABLES 1-3 , iF MAX. UNIT S HEIGHT a PER TABLES 1.3 I -J`r--' 1-PANEL CONFIGURATIONS MAX. UNrr WIDTH NOR PANEL Wll: PERTABLES MAX. UNn HEIGHT PER TABLES CONFIGURATION5 NU 1 t5: 1) ALL CONFIGl1RHTIONS SHOWN ARE ALSO AVAILABLE AS POCKET C.ONFlGL" ATIONS AT EITHER OR BOTHJAMB MAX, UNIT WIDTH LOCATIONS USING DETAIL'JYf,'JC,'KW OR'K--INSTALLATION. ANEL WIDTH LTA13LES 1-3 PERT LABLES I3� ' lC3✓� i POCXEY 5-PANEL CONFIGURATIONS J EXAMPLE: 4-PANEL )O= IN POCKET (p) CONFIGURATION CAN BE FXXXXp. pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXX(P• . 1�r i 2) ST & 135• CORNER CONFIGURATIONS CAN BE A COMBINATION OFANY 2 STRAIGHT CONFIGURATIONS. JQ 1 3) FOR NOM. PANEL WIDTH. SEE TABLES I.3. IG 'X'=OPERABLE PANEL 'O = INOPERABLE PANEL, - I v 'p : POCKET DETAIL LETTER Jar___; W = WOOD OR METAL INSTALLATION C�J 't'=CONCRETE INSTALLATION NS + L—SHEETNUMSER MAX UNIT WIDTH DLO WIDTH = NOR PANEL WIDTH - 7' DLO HEIGHT= WINDOW UNIT HEIGHT -10.125' gal ;yfty PANEL HEIGHT= WINDOW UNIT HEIGHT -1.866' 4PAI CONFIGURATIONS 3 , MAX UNIT WIDTH NOR PANEL WIDTH PERTABLES 13 MAX UNIT o se= HEIGKr PER , zw TABLES 1-3 CORNER, TYP. (OLTrSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) EXAMPLE CONFIGURATIONS SERlE-S T70_ALUM. SGD-W_INDOW - LMI 7ronlma NTS il 2 •22 PGTOI29 ODUCT REVISED I,='Cotl� -M Il* FImICa 4-Na17.0420.'17 lndov 0am02I1212020 m�v un coed '``11�1u uNlhi . ; No. 5B70s 'cSS��NAL ENG�� A LYNV YELLER PE PfPSPM 9 4 I ]I1C dLiu ]fl8'NGPA i'NG1l. 1'V01A YIC MSG 316' HS G 1T8'MS GLASS {III-.— _ 31tC ISGLAss A90'PV L— .09G'Pvll I SIt6'FB6 _ 3lIG•n5 G' ASS- F 11�\ F STB'I_G GLASS 7' 19'AIR SPA'S 32'ARSPA is 3lICTGtASS 3TCTGU�55 m y4"= Nr G1L 3ICtom San c 2x mv. GLASSa GLASS 94, %+ I GLASS I CLASS s, 1 ss WE C7 ss 7/16' LAMINATED GLA55. TYPE G3 7119' LAMINATED GLASS. TYPE G4 V LAMINATED LG. GLASS, TYPE GS 1' LAMINATED I.G. GLASS, TYPE G6 &16'NULL GT6'NWl MGtt. SR'KS 1'NfAA YiF f6 GLASS 5iP 18QA$$ tN'M1aAS9 a'Ji'ILS GLA1 SS / ///�� a�ss �I �5V�C'J16t'-iAGi!DR1/9S9PyP5�AV GJE �k�3CflKCA"OM.O5W N S N PRODUCT �a{�Pamql]Lrtp w1t7Di-0'tle6wc2oG L4'6L51 S� 6P4adm Dab 0?121FD2nlo.0u1A2a7E0 GLASS 6[� GLASS 8'. e� WE By a a m 9ry6' LAMINATED GLASS, TYPE G3A SM6- LAMINATED GLASS TYPEG4A I 1-LAMNATED I.G. GLASS. TYPE GSA 1" LAMNATED I.G. GLASS, TYPE GSA ttlll i/I NG. 58705 Y.9' GLAZING NOTES: -M1N-=ANNEALED -� HS"=HEITSTRENGTHENED SEE SHEETS FOR SPACER DETAILS. :FO i�:•.•�, n ,• �iE 'PVB-�.CIZ ROSIFOLOPVB BY KURARAY AMERICA, INC. °OYsy '�FSS•`?O"'°`:•��' •SG-=.GSOISENTRYGLAeBYKURARAYAMERICANC. Nstl4�imo ��a�GNALE �` [d�MVNGQETAjLS OWA7 m OWMGMVIlS SM'�7 ��REA587Gv NTS 4 s22 � PG7O129 C P.Ei xiw TABLE 1: - �. D"eslgn,Pressure, (DP) and AnchorQuantitles Required, Nlaxhnum DP for afl sizes: 460 f-60 (for all approved eonBguraf oils on Sheets 2 & 3) (May be limited by Table 1A) ' -' Forcomer esha9al anoborage on 90' or 135' comer unhs,jsee sheet 11 wmdoW.UrirHomhT(n)- Tatde oPpliet; 6 Gin- types S. 4 • 48:'o - , . .72 S0. 96 3A, 5 5A, 7, 7A, 8 & 8A end ; , . 31-7l8• DLO " 37--7/8 'DLO ' 49-718`DLO 61-7/8' DLO - wns, DLO 65.7/8' DLO the SGWAstregal types ehrnm: ," Ansbor Grwp AnCharGroaP- i Group Anchor Group Aro Group Anchor Group I>i4ow•_ �` trA:. B "C -D; A B C- D :A B C D A B C D A B C D A' B C D + 24 _.. 1r DL0 - �1mnb"` P-Hoop + 14 -, 4+5 + 4 4!5. 4' 4+5 + 74• 4+5,.^4+5, --6 + 6 A+5'..4+5• 6-& + 4+5 + all 5+6; 6 9+ + fi 5+6 + 6 $+S' e 6+7 + e 6+7 f e 6+7 + 8 6+7 8 6+7 a 8 6+7 I f e 6+7 e 6+7 + 8 7+8 +, '.8 7+8. + `8 7+8 0 7+8' 5 Fired/SiA; C4+1 Ci+1. C4+/. C4+1 C4+1 C4*t G6+1 24*1. CA+1 C4+1 C4+1 G1+1 Gt+1 C4+1 C4+1 C4+t C4+t C4+1 C4N C4+1 C4+1 C4+1 CA+1 -8 C4+1 36 29. OLO ' TVmb � P-Hook - 4 4+5 '4 : :4+5:.-4+S- A ' 4- 4+5 -' 6 4+6. 6 4+5 6 ' 4+S .6 4+5. , 6 1 5+6 -6f 5+6. fi" 5+6 '5+6 6t7 e 6+7 e 6+7 8" 8+7 8 6+7 8 6+7 8 6+7 8 6+7 8 7+8 8 7+8 7+8 e 7+8 ldead150 5+-1 C471 C4+t CS*1 CA+1- C4+1 C4+1. G1+1 C4a1. C4aT C4+1 Cp+1 Ci+1: C4+1 Ci4+1 di+1 C4+T C4+1 C4+1 C4a1 74+1 C4+1 C4+1 04+1 a. 42 _ 35' OLD Jenlb �' 4 _ 4 4+5, 4.. •4+5 - 4. °4+5'^4+5..4+5.-:4+5 �' 6. 6 6 -6. �4+5..5+6, 6:1 6, ' .5+6'-5+6`5+66f7 '6 6 -a---I '6*7 8 S«7 8 -6+Z 8 6+7 8 8+7 8 6+7 8 6+7 8' 7a8 8 7+8 B 7+6 8 7+B g.4+5 C4+2 C4+2 G+2 C4 2 C4+2 Ca+21 C4 2 C4+2 Girt C4+2 C4+2 C4+2 CA+2 C4+2 tq+2 CM2 C4a2 C:4+2 C4+2 C4f2 tit+2 C4f2 CA+2 C4+2 Z = , r.. 41•"pLp .MeedSiA. 4 -0 4 4- 6 6 6 -6 8! 6' - 6 6 e , 8 e 8 e 8 B. 48 ,Iamb P-Hook 4+5 4+5 '4+5 4f5 -4+5 4+5 4*5 4+5. 5+6. 5+6: 5+6 SF6 fi+7 6+7 6+7 -6*7 6•7" E+7 6.7 '8+7 7+8 17+8 7+8 7+8 FOR EXAMPLE ON USING TABLE. SEE SHE 7: - - .TABLE 1A: - 1) POST ON 7HEUSE Par 1)POSITIVESINGPRESSURES IN WSILL. EI`ARE WATER MAX. 2-12'SILL.POSnIVE WATER OP1S46.67 PSF)4AX. W1IEN.USING THE 3.1/4.OR 4'SILL, POSffNE WATER � to $� (Water V. tmooa%.(+)DP... (<S,atBr trfJua`ron Ra0r5) OLD WIDTH = NOh1. PANEL WIDTH-T 2)WHEN USING THE OP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED} SEE TABLE 1A - I HAVE BEEN TESTED FOR WATER INFILTRATION RESISTANCE THE 1.12'SLL SIR Roar Height i (+) Desip DLO HEIGHT= 3)ONLY THE 2-12•,3-IW AND 4• SILL HEIGHTS BE USED 1N A PASS•THRU WINDO'N WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED ( Box,see Pressrae, ps/ WINDOW UNIT HEIGHT-10.125 - HAS NOT AND MAY ONLY OVERHANG CONDITIONS. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE Sheet 1TJ DUE TO ROOF WINDOW IS USED AS A PASSTHRU WINDOW. Flesh-7.1J2' LJm-2.1? sm note3 48.67 PAN= WINDD HEIGHTOW UNIT HEIGHT-1.868' ,4)SEE SHEETS 10-14 FORANCHORAGE SPACING. EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)WWDOWS�7O COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6PAMBANCHORSARESPECIFIEDAS THE TOTAL QUANTITY, DMDE BY2 FOR PAIRS TOB'c INSTALLED. Idadn°h'3-1/'t' +60'0 DUCT REVISED F-.: Hgn-4• 1a •60.0 SEE NOTES o. 47-0420.77 interlock P-hook Lodatile LO J.mb S.1lI Astragal AlsemblY Lad¢V- @ Straiglit Astniial gP Astr 911 A%cmUY to p 90'Asva{ial IW Atbegal Assembly L-lar6le p 135'Astraga1 Standard5bTes StaidStStge S ddardSCle Standard Stile Standard Astragal Standard SNe HeavydutyStlle Heavy-duty5tile HPaWdutyStle S tle Heavy-0uty5tlle Oucslde Comer' 1 Outside C. comeJ :. Outside .. . Inside Comer 'I1 CarnM orner Part afiO Part p60 (Stlle) Pank60 PartW61(Stile) PartRLls(C.- Pan4119(OUC) Part W110(In-) .Part k63(5ti1e) Farts 031&932 Part 061 Part 9601a2) Part¢60 Puisfi7(Attra3a6' ' ReCN-A (Com. & Fad Mm:r t) 1. 6 • 22 1 PG110129 .k .� `t4a.58705 TABLES:, - Design Pressure (DP) and Anchor Quantifies Required, Maximum DP for all sizes: +90 / -90 (forall approved configurations, on Sheets 2 & 3) (May be I m ted by rave 3A) For comer ashagal anctnrage on 9D°.or 135' comer units, see shed 11 I Whldaw Unit HOW (in) Table applies to Glass types 42 48 60 72 80 96 4, 4A, 6, GA, 7, 7A, 8 & 8A 31-718' DLO ' 37-7 _DLO 1 49-718• DLO 61718' DLO 977/8' DLO .. 85-718- DLO and the StlelAshagdl types KFW Grog nor Group I Anch r Group Group Anchor Getup Anchor p shl belay' t Jamb A + 4 B + *,4 C +1 4 D - +1 4 A 6 B + B C + 6 D ' + 6" A- ":6 +1F66 B C D + 6 A + 8 8 + 8 C + 8 D 8 A 8 B + 8 G 8 D 8 A 8 B + 8 C + _8 D 8 -24 P4iook 4+5-.4+5' 4+5 4+5 4+5 4+5 4-5.14+5..5;+8 5+6 6+7 6+7 6+7. 6+7 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+6 Head Sl) C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1,C4+'1 C¢+1 C4+1 CA+1 C4+1 C4+1 CA+1 C4+1 04+1 CA+1 O)a1 C5+1 C5+1 C4+1 C4+1 a. ':.3fi, Jamb 4 4 4 4 6 6 6 6 -6 6 8 8 a 8 10 a 8 8 12 10 8 8P-Hook D29'LO 4+5 4+5� 4+5 4+54+5 4+5 4+5 5+6 5+6 6+7 7 6+7. 6+7 6+7 6+7 8+9 8+9 8+918+9HeatllSill C4+ C4+ C4+ C4+ C4+ C1+ C4t2 C4+ C4+2 C4+ Q4+ + C4+ C4+ Ca+C4+ C5+ C5+2 C5+ C5+4235' Jamb, 4 4. 4 9 6 6 6 6 6 6 8 10 8 8 8 12 10 a 8 DLO P-Hook -4+5. 4+5'•4+5 4+5 4+5 4+5 4+5 4+5. 5+6 5+6 5+6 1+6 6+7 7 7+8 7+8 7+8 7+8 8+9 8+9 8+ J-76+ Abtz 41' Head1S111 CI+ C4+ C4+ C4+ C4+ C4+2 C4+2 C4+ C4* C4+ C4+ C4+ C4+ C5+ C5+ C4+C4+ C6+ C8+OCO "Jt1mb q" ' 4' 4 4., 6 •6 6 6 6 6 6 6 10 10 8 a 8 14 P7— 4+5.-4+5-.�4+5 _. 4+5. ,4+5 4+5 ,. 4+5 „_,,,,,avac.en,ar_i 4+5 5+6 6+6 ece 5+6 wocsnetaaAaA_fl 5+6 6+7 887c.1-87.1 7 . 8 FCR 7+8 GLASS 7+8 TYPE 7+8 7. 9+10 9+10 9+10 10 „ ` NOTES 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL 2) WHEN USING THE 2-Ire SILL POSITIVE WATER DP is 46.67 PSF-MA)C WHEN USING THE 3-114', POSITIVE WATER DP 1560.0 PSFMAXWHEN USING TH'4.SILL,PDSIi IVE WATER OF IS 90.0 PSF MAX(NEGATNE PRESSURES UNCHANGEOj:SEETABLE3A."-- '' 3) ONVY7klE212;:3-1l4,. AND4 SILLHEIGHTS HAVE BEEN TESTED FOR WATER INflLTRATI0NRE5157ANCE.THE 1-1ITSdLHHASNOTAND..MAY ONLY. BE USED IN APASS-THRU WINDOW, WHERE WATER INFILTRATION t2ESISTANCE tS NOT REQUIRED DUE To ROOF OVERHANG CONDITIONS. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USEDWHEN THE WINDOW IS USED AS A PASS_THRU WINDOW. 4)SEE SHEETS10-14 FOR ANCHORAGE SPACING, EDGE DISTMCE AND EMBEDMENT INFORMATION. i o)WINDOW SI2= TO CONPLYWITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. i6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TABLE3A SM Hei9htt0 Max. (+);DP (water. NSIValion Raft) SIII Riser Fiel9M (Flat. 17) Sheet lT) (+)Dmin Presstrr-P" Flush - I-Irz Law-2.1fY Isee nMe 3 *46.67 Medium=31/4• High -4 +60.0 +90.0 SEE NOTEB 1-3 THE FOLLOWING ST0.E&ASTRAGAL TYPESSHALLee ��eu I ivrciwa�r. a, Saaight An & ace a.,ee,a.., .. Laktdle �..�.• -•• i••-._.._. 9T AIMIIa LaclotiFe @..— _ 135'Astragal LK-A&=g misrlurk P-honk Ladati4 La lamb AssetnbY StraigytAsuugat Assembly 97 Astragal AssambN 135'Astragal Heavyduty50!ea H-W4uty Stge He-dutYShce avy Heaw-&W5dle Heavy-dAYStife HeavyEutysule Heavy-0urystm Hevy—y'�- HeaW duNSale' Heavy-0uN Attraa'al Ouuid Outride ftmcr�-q-i Ca i IrsitleComiv-11 ul Corner OutsWe Oamer :054 ttsASWn)al) Pi 561 PartX61 (Shce) Iat#128(Corner pat p319 (OuL) Partk61(Stile) Pertstl3l&n32 Parld6l Partd61(x2) paRfr61 Part 461 P aeoeicl }+rt A120Qn.) (Com. & Fxd r.tourttl _EXAMPLE ON SHEET9 DLO WIDTH= NOM. PANEL WIDTH -r DLO HEIGHT =" WINDOW UNIT'HE16HT-10.12a PANEL HEIGHT = WINDOW UNIT HEIGHT-1.866' PRODUCT REVISED eo— Coe° o with the Fwnm NOA ft. 17-0420.17 Fxplradon enro 02112/2020 No. 58705 r I L_ - 2-1 ___ __ _ — f==:- 1 �J�� '® lr --A nTS I a a 22 1 PGTO129 1 C I iPEt53m5 _ _-1 ASTRAGAL OR 6'DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION 204- I.� INTERLOCK CENTERLINE -I IF NEEDED ENT"7,* OCKI -CZ' CONDITION,USEE �IF h'EEDcD 204' i CENTERLINE i CENT''AIL) CENTERLINE � '1.75' EXTERIOR e'DWG. 3.S 175' ' 21' .D G.4" 204" _ 21" I5.B4' MAX. I EXTFR�OR 3'S Ex�xw 4' DIAG.. T ExtJE�waR •+ T 3S' O.C. V 6•AI 2-TRACKFRA HEADISILL 2--TRACK FRA.3IE HEADSILL v 2--TRACK FRAME HEAD/SILL E! I I 5.64' I ,(& ASTRAGAL OR INTERLOCK '. Cai-ASTRAGAL OR INTERLOCK C1 ASTRAGAL OR INTERLOCK 2-TRACK (USEWHERE4CLUSTER - (USE Yh1ERE SCLUSTER (USEWHERE6CLUSTER FRAMEJAMB ( ANCHORS ARE REQUIRED,-C4') . ANCHORSARE REQUIRE ,'CS') ANCHORS ARE REQUIRED. S-) ANCHOR PAIR 6'MAX I j II 4-TRACK ASTRAGALOR SPLICE LOCA7 ASTRAGALOR I�SPLICELOCATION ASTRAGALOR (FOR SPLICE KIN ' 6DWG. FRAME JAMB INTERLOCK+] IF NEEDED INTERLOCK --I CONDITION, USE INTERLOCK --IF NEEDED I ExreROR ANCHOR PAIR CENTERLINE i CENTERLINE I -C6' CLUSTER DETAIL) CENTERLINE 3.5" 2.00• ' �✓T —+i 3.5' 3.5' r ANCHORS MAY BE INSTALLED EITHERINTHEEXT.ORINT. 204- o "DWG. MAXXTRACK (TNT. SHOWN) 4.06' 4.08• NOTES: I I.ALL DIMENSK)NSSHOWN ' i'ARE BASEDON MIN. e•DWG. EzrTefT1weR 3S'ALLOWED:,,EXTEwoR 7• R -T �V 3-TRACK FRAME HEADISILL 8' A1AX.LOCATIO2, FOR F NSIANCHO GE OR SILL ATAMME. HEAD151LLFRAMEINTERL ILL []ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK @ASTRAGAL OR INTERLOCK P-HOOK SCE SHEET D. (USE WHERE 4 CLUSTER . (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB 'T ANCHORSAREREGUIRED,-C4-) ANCHORS ARE REQUIRED!'C5*) ANCHORS ARE REOUIRED.'C87 ANCHOR PAR PRODUCT REVISED I mPbi+re whh O FTIAI {FOR SPLICE FOR SPLICED 8om q co4v 1WTRAGAL OR { SPLICE LOCATION ASTRAGALOR ASTRAGALL OR CONDI SONLY: NOA-wo. 17-0420.17 NEEDED INTERLOCK �R SPLICE _ I CONDITION. TA NOT - 04iERLOCK. (FOR S IOON, USE INTERLOCK USE THIS DETAIL) SPLICE LOCATION E+wlr+Bo^ m*e 02J1212020 CENTERLINE CENiERLW.= I'C6-CLUSTER DETAIL) CENTERLINE IF NEEDED 3.5- r-- 3.5' 7• 3S I 204' 4'DIAG. - 20<• 4'DWG. 2.04' 2.04' S.37'DWG. 4'DWG. 4.08' 2.04' 4'DWG. 3.5' 3"' ``�Op1Y LYNN ' E%TEROR EZI(ETROR I..+ T E� RIOR T . ............... : N� .(��i 4-TRACK FRAME NEADSILL �J 4-TRACK FRAME HEAD,'SILL V 4-TRACK FRAME HEADSILL (ol ASTRAGAL OR INTERLOCK I@ ASTRAGAL OR INTERLOCK (aASTRAGAL OR INTERLOCK * ±,- No. 58705 C (USE WHERE 4 CLUSTER (USE WHERE S CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED. -W) ANCHORS ARE REQUIRED,ANCHORS ARE REQUIRED. -CZ-) WITH B WITHOUT SPLICE CONDITION 10 d 22 1 PGTO129 I C I tv,E.asaroa INSTALLATION DETAILS - EMSEDMENT: SEE TABLE A SHEET I EMBEDMENT: SEE TABLE A. SHEET I MIN. OF3THREADS BEYOND . EDGE DISTANCE: _ EDGE DISTANCE EDGE DISTANCE THE METAL SUBSTRATE SEES DISTANCE: SEE�TABLEA, SHEET 1 SEE TABLE A SHEET1 �' r4 2-VI6"114 a �. I MAX :MBEW.ENT- T; i ,FE TABLEA J SHEET 1 2XWOOD :WOOD ANCHOR TYP.. 2XWOOD-- TYP., SEE ANCHOR:- 'SEEANCHORNOTES TYP.; SEE ANCHOR NOTE 3. SHEET 1 ' &'TABLE&• SHEET I " ... NOTE 3. SHEET I ®2--TRACK FRAME HEAD 3'TR/ WOOD INSTALLATK)N' WWI WOODANCHORTYR. 2X WOOD WOOD ANCHOF SEEANCHORNOTES ' TYP.SEEANCHOR ..,'.:: 'SEE ANCHOR &Tl3LEA;SHEET1 NOTE3.SHEET7' '.,, SEE BTABLEA.St SEEANCHQR ANCHOR NOTE5.SHEET 1 NOTE 5, _ 1 (1w MAXI ! SHEET i enspg e�r-�Iaa EDGE DISTANCE:" EDGE DIS SEE TABU=A; SHEET 1 SEE TABLE A,: EMBEDMENT.- SEE TABLE A SHEET 1 EMBEDMENT: SEE 2-TRACK FRAME SILL , 3 T� WOOD INSTALLATION, `"' W001 .. EMBEDMENT:SEE _ .. TABLE A SHEET 1 EMBEDMENT: SEE TABLE A SHEEP 1 'i EDGE DISTANCE 2X WOOD / SEE TABLE A. 2XWOOD HOR TYP.. SEE ANCHOR TYP., SEE ANCHOR — I�l. SHEET? NOTE 3, SHEET 1 1I NOTE 3, SHEETt I ?111v 12.1116" WOOD ANCHOR' WOODANCHORTYP., SEE ANCHOR NO j � SEE ANCHOR NOTES - BTABLEASHEETI I 1 &TABLE A. SHEET �j 1l4• MAX SHIM --I F--- 1/4- MAX. SHIM 2--TRACK FRAMEJAMB 3-TR/ WOOD INSTALLATON H'^ W� • 2-7l16' • NOTES: 2.7l16' 114' 1, ALL DIMENSIONS MAX SHOWN ARE BASED r S ElcrexcR I _ ".__. Jt SHIM ON MIN. ALLOWED. 2. METAL OR WOOD v,I t SUBSTRATES' MAYBE USEDFORALLFRAME TYPES PER TABLE A. WOOD ANCHORTYP., METAL TYR. SMS ANCH0RTP. SHEET 1. . SEE ANCHOR NOTES SEEANCHOR. SEE. ANCHOR NOTES B TABLE A. SHEET NOTE 4, SHEET STABLEA.SHEET'I -DIAGONAL O.C. IS RAME HEAD 4-TRACK FRAME HEAD. • MIN 4• (HEAD & SILL) TALLATION: - METAL INSTALLATION" ORo (JAMS)SEE 2X WOOD SMS ANCHOR TYP.. METAL TYP.. DETAILS, SHEETS 10 3.11. TYP.: SEE'ANCHOR SEE ANCHOR NOTES SEEANCHOR 7I ' NOTE 3, SHEET 1 -� 8 TABLE A SHEET 1 NOTE 4. SHEET I , ' ANCHOR MIN. OF 3 THREADS BEYOND • NOTE 5. THE METAL SUBSTRATE ; SHEET T • ezraoR I JI EMBEDMENT: SEE _ _ _ 2-1/I6" TABLE A SHEET I EDGE DISTANCE: SEE TABLE A SHEET I T1 X A SHEET 7 RAME SILL ME SILL TALLAT70N SMET4-TRA%R Pw AL INSTALLATION EMBEDMENT: SEE TABLE A SHEET 1 PRODUCT REVISED foma�r•m, m. Pb.i4a �e. 17-0420.i7 EDGE DISTANCE: SEE TABLE A e,m:r+ti_ Dab OV12/2D20 METALTYP.. SHEET gr a EDGE DISTANCE NOTE 4, SHEET 1 tl SEE TABLE0. SHEET I SMS ANCHOR TYP., SEE ANCHOR NOTES '\ 2-1116" &TABLE A SHEET 1. 1Ty1u1' N. OF 3 THREADS BEYONDTHE �,��_•�'vCEHs�C.'�f/�/.- JI EXrER*R METAL •'�,�'A SUBSTRATE No. 58705 1/4'MAX SHIM RAMEJAMB TALLATION 47RACK FRAMEJAMB METALfi4STALLATION =-D ;; •�_ �pl _ �i I W/NIJUW A LYEPU iL PE 12 a 22 R �YPGT0129 C P.E254J05 INSTALLATION DETAILS NOTES: 1. ALL DIMENSIONS FRAME.IAId9 SHOWN ARE RASED • REOUIRED ATALL _ 2.593-MIN. ON MIN. ALLOWED. ' INSIDE POCKETS EDGE 2FlGURESONTHIS EMBEDMENT: SEE TO pREVEI'IT WATER UISTANCE SHEET FOR WOOD FRAMING TABLE A-SHEET'1 - P-HOOK MOUNTING ADAPTER INFILTRATION CONCJCMU ILLUSTRATIVE _ l/ WOOD ANCHOR TYP., PURPOSES ONLY. SEE ANCHOR TYP.,S& PURPOSESO SEEANCHORNOTES ANCHOR NOTES & TABLE A, SHEET I FOR EMBEDMENT_ ' TABLE A:- ' & TABLE A SHEET I (ALSO SEE TYP. • `• TABLE A. SHEET ALL APPROVED SEE SHEET 1 _ — ILLUSTRATION, StIEET 9) �... :: f ..,..; 1-114• MM. EDGE DISTANCE .SUBSTRATES. - . 3; SEE TAKES 1.3, " DISTANCE SEE FxlEsbor+ . 28 ' SHEETS"FOR — $. .. �— TABLEASHEETI ..-, . EMBEDMENT SEE TABLE A '. , .. Rf100K MOOUNTNG QUU SOD P-HO • L RE OK _ ,. • _ .. .:. •..: �- AND P , .SHEETI EY'IEIt10R .. ' %•-r"`'�.�•.'%� ,..: ADAPTER CONCiCMU 'ANCHORTYP., SEE .MOUNTING ADAPTER PHOOK WOODANCHORTYP. .•!�•-,-`�'� I ANCHOR QUANTITIES, ANCHOR NOTES .. CONCRETE OR ANCHOR NOTES&TABLE ION ASO SEE EXAMPLE BTABLE0.5HEEL1......-.,: CMU PER TABLE EMBEDMENT:SEE A, SHEET (ALSO SEE TYP. SHEEP S. (ALSO SEE TYP.... 2693' MN. 0. SHEET i TABLE A, SHEET 1 ILLUSTRATION, SHEET 9) ILLUSTRATION, SHEET 9) EDGEDISTANCE P-HOOK FOR USE WITHFLAT SILC RISERS RHOOK FOR USE WITH ANYSTLLRISER PARTS #18: 420. #T 924, •++� PARTS #18. #20.#220R#24: -' WOOD INSTALLATION ••' EXTERIOR MOUNT SHOWN. CONCRETEICMU INSTALLATION INTERIOR MOII.NTSHOWN, (SEE TABLES IA 2A&3A h1AY AL50 BENS7ALLEDM (SEETABLES IA.2A&3A MAYALSO BE INSTALLED IN FOR WATER RATINGS) ` INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION `f METAL TYP., I I P-HOOK MOUNTING I SEEANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONCJCMU i 4, SHEET 1; EMBEDMENT: SEE TABLE 0. SHEET 1 ADAPTER SMS CMU PER TABLE ANCHORTYP., SEE TABLE A SHEET 1 ANCHORTYP., SEE ANCHOR NOTES 8 TABLE NLNOTE- MN.OF 3 THREADS BEYOND THE METAL A SHEET 1 ANCHOR NOTES &TABLEA SHEET 1 - ( I ASHEET I (ALSO SEE IYP. SUBSTRATE 'iL«. - (AL.O SEE TYP. EMBEDMENT• SEE TABLE A - ILLUSTRATION. SHEET 9) PRODUCT RElASEO hryp qd P� FNBEOMFM SHL=Sj SHEETI N� ea 17-0420.17 SEE TABLEA �E�GE DISTANCE: SEE' -: ernl�•+ue�oaa 0?J722020 SHE[T 1� 7A A StET 1 1-114' h1W. EDGE DISTANCE ,.___•^ . P-HOOK SMS ANCHOR TYP. qpq P-HOOK CONCJCMU FJRERiOR SEE ANCHOR ANCHOR TYP., SEE & TABLE A SHE V ANCHOR NOTES & TABLE (ALSO SEE TYP. 2.693' MIN. A SHEET 1 2.693' MIN. _ ILLUSTRATION, SHEET 9) - EDGE DISTANCE (ALSOSEETYP. EDGE DISTANCE 1. • ILLUSTRATION, SHEET 9) 1 P-HOOK FOR USE WITH BOX SILL RISERS ® P4400K FOR USE WITH BOX SILL RISERS Ke PARTS 01.9, 421. #2i OR #25. �1Y LYN N�� PARTS 019 021. #n OR #2 ,6 EXTERIOR CONCRETE -INSTALLATION ,EXTERIOR NO•, .` •�: 1¢FsisF••._ , METAL INSTALLATION (SEE TABLES. IA 2A&3A MOUNT (SEE TABLES IA 2A&3A ONLY 58T05 :.. , 1 FOR WATER RATINGS) ONLY FOR WATER RATINGS) tk: . . �'c. dM/`NIMAI:Fr1FTA1lA 14 d 22 1 PGTD129 I C I PEssm CONFIG.EXAMPLES N1tKLUl.KL1CVVi .L ,. - SHEET 19 OPERABLE' _ _.._ _.--------- 8 DEiA1L G3', SHEET 18; • .: '� MSTALLATION -- DETAILS GW 8'Gc', SHEETS 12 & 13 ,. , . , _ �` ,�. DcFa JAMB DETAIL'GY', ASTRAGAL" HEADER DETAIL' A', SHEET HEADER DETAL'N. SHEET 18: MAK. INSTALLATION DETAILS'AW SAd. OLD JAMB DETAIL G3', SHEET SHEET Is, MISTNI ATION ETAILS'Lt'& 18, INSTALLATKN DETAILS DETAILS'Gl ,wpe. LZ SHEET 19 -'AW & Ad, SHEETS 12 & 113 SHEETS 12 & 13 WIDTH TMP /''G INSTALLATION DETAILS 'Gw 8'Gc'. SHEETS 12813 SHEETS I2&13 r, r PANEL -PANEL TYPE PANEL' TYPE PANEL TYPE '.. PANEL TYPE PANEL PAN0. PAPS TYPE r z Iz TYPE T2' L' A MAX ,A, TYPE 'CS' TYPE 'OS' 9C diAX. INTERLOCK DETAIL 'M', SHEET iS / NOW, PANEL /' // WIT HEIGHT SILL DETAIL NOM. UNIT HEIGHT PER I 9D'OUTSIDE CORNER DE'UUL'N1',SHEET 198 WIDTHTYP / 7 PER 'D';StIEET % PANEL SEE TABLES CORNERANCHORAGE MAX. PER SEE TABLES TABLES 1g; MAX DLO IDIH IYP. NOTE 2, 1-3 SHEET II OLD HEIGHT TABLES NOTE X 73 I INSTALL DETAILS 8 HEIGHT PER TABLES 1-3'Dw � SHEETIS 4n I , a Exre- r O. • X, X SHE 12L= N D- I TYEL P. 813 X X rtil , STABLES 'MNL UNRWIDIH.' I L MA%. UNIT WIDTH 7� SEE FRAME 8 .. SILL DETAIL T). SHEET 18; -� MAX UNITWIDTH PANEL CORNER EXAMPLE: OXXX INSTALLATION DtRAILS CONSTRUCTION- * .. 'DW EXAMPLE' 90' OUTSIDE CORNER - XX/XX (2 TRACK) ,DETABSSHEET I5. ,. ZTRACK &'De SHEETS 12 & 13 JAMB DETAIL SHEET 18; ASTRAGALDETABS'L7'& INTERLOCK DETAIL Tt',S L2, SHEET 19� .^\ 19 INTERLO�JAMS INSTALLATION DETAILS 'h!& ETAIL %I'. SHEET 19 ie. SHEETS 12 & 13� HEADER INSTALLATIONDETAILS DETAIL'C, SHEET J 1 �( HEADER DETAIL Y LJAMB - 18; I O ,SHEETS 12 & 13 PHOOKDETAIL'J'&WSHEET B',SHEETi �& SHEET OETAIL'HY,INSTALLATION 18; INSTALLATW1 DETAILS 19; INSTALLATION DETAILS'JW. DETAILS'eW 8 13d, DETAIL'12', SHEET 18, INSTALLATION DETAILS'IW 8'Id, SHEETS 12813 PRODUCT REVISED 11vl &'Hc', SHEETS 32 & 13 -'Je,'KW &'Kc, SHEET 14 SHEETS 12 813 7 r.----- MAX UNIT WIDTH----�ve''OF1od� HEI P T 1 MAX ABLES �• MAX UNIT WIDTH ----- PANEL• PANEL PANEL PANEL . 'TYPE TYPE TYPE TYPE R1' P UNIT NOM.g PANEL GHT ER WIDTH TYR , MAX' /SEE PE32 -3 DLO NOTE 2, TABLES 1.3 i B HEIGHT SH��E..IZT15 � 1 X Ll O % i, I � 0. 6m4nNon w1o0?1'12/2020 PANEL PANEL PANEL PANEL S TYPE 'M' TYPE 'F TYPE P TYPE ,'P MfJC BY Miam atCo NOR1. UNIT I PANEL WIDTHTY?. 4 HEIGHT PER SEE MAX PER TABLES . DLO HEIGHT TABLES 1.3 1.1 . SHEET15 Lx IX b µ 1, 1111 • .tee?: �c�'se••.!!R;'; - P: ^ .+ : No.58705 EXAMPLE: OXXXD SILT DETAILIF. SHEET 18; EXAMPLE: XXXO SILL DETAIL F. SHEET 18, INSTALLATION DETAILS (4TRACK, BY-PASS) INSTALLATION DETAILS - - (3-TRACK RIGHT POCKET) EwBTALSHEETSE at3 TV&'Fe'. SHEETS 12&13 � 7_ =p :• x1rD 1mNRslas LELVATIONS 1C1)F1A8U}1110t DPmIEI' \ P,E0.,,.tN :v� C771(rD 770 ALUM.GD-WNDOW-LI 8E4 flEll�IES ,,, �EG ,._JR..'. ,.r o.�.m, sfAr R(YcCTIDt SACX OImER ON COIA:R IC]VlE1V. 4YCwrmNTS 16 .22 1� PGTD129 C 41,L01,E pfumm ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 FULL PANEL JAMB LENGTH 80 OR6110 OCK PARE FULL OFJAENGTH - t4; 756 t07-,t0 17 ,s 7060E JAMB - - ' ' S � 600R 61 W OR81G7 6D OR 81 2-TRACK JAMB 76 S •. • 2-TRACKJAMB. " . (�OVM 6 SEE DETAIL G7 7t105 WITH FOR FULD 73 to5 @.' WI p.ETAINER6106 = ' OPERABLE 80 PANEL CLIP- �a 10t, MIDSPAN (SHOWN WRH. ' ) - ., FIXI PANEL TO, �L O(icRWR tea LOCK PAR SEE ETA. THE INTERIOR)' ;V n3 u 1, e7•t1 103 FOR FIXED i5-PANEl:CUP 5 103 fi00R 6t /4 5 1 ® t:2 ® 16 i7 zloxdl4• FULL LENGTH 1�OF JAMB 2--TRACK JAMB 2-TRACK JAMB - IOR �'LIXTE60R66 oR 81 P]c7E SI.15,X3 B ... CLIP4C C105 51 5I W/SCREEN ELONG W/RETAINERIM23 3-TRACK JAMB 3-TRACK JAMB C-TRACKJAMB '. 4-TR4CKJAIS @ _ (SHOWN WITH H, (SHOWN WITH .. (SHOWN WITH I7 (SHOWN WIhi-.� 12 (SHOWNWITH MIDSPAN ��' FIXED: PANEL TO OPERABLE PANEL) FUCED PANEL TO FIXED PANEL TO OPERABLE PANEL) L""�''j=' 60OR 61 THE IXTERTbR) THE EXTERIOR) THE INTERIOR) VIXraOR f7,EXfE_gpg 2 V 112 3 4 45 Is 113 5 113 t5 5 52 51 69 69wR 69 EXT a0R 53 a a PRODUCT REVISED SHOWNWITH ®2-TRACK W/SCREEN &-TRACK 4TRACK MAX. UNIT .8'"_WNnc tvHh0420.10. da OPT: SCREEN A FRAME HEAD a FRAME HEAD C FRAME HEAD HEIGHT' PER RUA-Nw 17-0420.17 TRACK TABLES 1.3 ExplratfoPl3ote02112/2020 BY A rrodoct Co 69 FJCIEMOR EXT_RK1R 52 51 720R TJ /t-. .. 720R 73 72 ORM t1 I Y i� 113 46 47 8 IDUEMOR 112 5' ,13 113 , a 11111f„ s 2--TRACK W/SCREEN 3-TRACK 4.7RACK � • �t�� •-�11� FRAME SILL �FRAME SILL P FRAME SILL NO.S8705 ••.11 M: *_ ITEM 61 SHOWN, ITEM 60 A1B0 APPLICABLE, SEE TABLES 1-3, SHEETS 6-3 FOR OP (PSF) ASSOCIATED WITH STILE. tmnTEvavac0vrtaevE a.t.� :0,�•., sw7E r•4/� NY3vKE 7L3t95 VERTICAL SECTION DETAILS ;:G�?�: PX1J+®•tm7 • .. c ,row4r76esrtrasti�r. SERIES770_ALUM_SGD-LMIMPACT , AL,,*' — —K AIYNN MILLER P,E. .vi imfan4 .. ,,,1 sm77c N75 18 • 22 w.9 PG70130 C P.Exs3ms c.71e• 0.63• rI' 3Z.- 0.574' 026d' J a.B80• .. ; 0.075 5 SCRFN COVER 1 TR-ACK 26 P-HOOK (6063-T6 AL) (6063-TEAL) (6063-T6AL) 1I 02.44-j 0• •148 �, 016, 18 0' 0.0ca2' 3A25 9t 135•CORNER 0135•FDED MOUNT 0- (6063.76AL) (6063T6^e' 3.979• 3.979'fl OA75' J 0.075' UL 1.645' 0.12a 0261- OB;ANDARDASTRAGAL O HEAVY DUTY ASTRAGAL (6063-76 AL) (6663-T6 AL) -�( 1.003' I6t --- 1.03' 0.050' 709' 0FTMo 105 PANELCLIP 0.2.893- (6063.T6AL) I I 1.496- --JD.8631+ o.G80• I sso --y (- + 1 tlrnuj-c''7� 123 RETAINER le I 0.060- -r-al--,, (6063•TB AL) � MED 2A2F FDtED PANEL tts 90' CORNER RECEIVER 106 RETAINER 9115 (507346 AL) (6063T6 AL) 2.304' 3.102' ---may-i 0.752-1 1 5� I f - 7 I i O.885' 0.7`96' I 1.163' 0. 2B � Do-- K MOUNTING I 0- P-HOOK-- OOK SCREW r O P-HOOK FOR BOX RISER ADAPTOR COVER G.0&7' (6063-T6 Ay (6063•T6 AL) (6083-T6 AL) 1.600 (1,131' 1.600 0.062* 1.303' 1.B88' ll 3.125' O.Oo'2' tD STILE 6f HEAVY DUTY STILE 62 O COVER AL) (6C63•T6 Al) (6063,T6 AL) (6063•T6 AL) 4.125' fail 1.050• 1.050• 1.050• 1 O.C62* ' 1.31G'AW T 1 a I Fes---- 325 ---�i p45• f .OILS' .045' I-- O69 TOPISOTTOM RAIL O7B GLAZING /, 7/15GLAZING 87 4/i6'GLA2ING BEAD I.G. BEAD. FUCED BEAD PRODUCT REVISED j (6063-T6 AL) (6063T6 AL) PANEL CLIP (6063-T6 AL) oallaiity l�wteh Om Flom, (6063-T6 AL) NOA.Ao. 17-MO.17 f Ea01,atFo oalo 02112l2020 -i 0.133• •--i II N.69d- 110.133, 5.821• 1."- 4- ttt1 120 M-INSIDECORNERASTRAW �. 5 •�,1cE CORNER ASTRAGAI, (0063-TEAL): * N0. 5870E r .A7' a4avt7 c xca/dxces7xrssr�7. �.ar.°vAvrnrssm4 NDOW-1lN! ttl�tttt' (�� c.a axa o• - _ a[Pm[irtoana a e.rrr r aru wv� M c I .BJ MILLER PE. I i I .m o?�mNd T vdr+aoty N75 22 72 PGTG729 FErSaiw i MIAM1-MnAAMDE 9 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE {N PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315 2599 www.miamidade.gov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted hIas 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. SerieSu"..SI3-7.0Q" Afumvtum$nutn'a Wiridawt� L.M.I. APPROVAL DOCUMENT: Drawing No! 4040-2D, titled "Alum. Single Hung Window, Impact", sheets 1 through I of 11, dated 09/01/05, with revision G 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 anid 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# 16-0714.06 and consists of this page AEF111AN e "denee pages E-1, E-2 and E-3, as well as approval document mentioned above; IR Am The submitted documentation was reviewed by Manuel Perez, � L f/it� np"ee�p h_.•C t}�� S+lCIVYEV; Page 1 PGT Industries, Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Unifoi 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, Duraseae 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 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.06) 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 i esistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1) Air Infiltration 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 an aluminum single hung window, with fin frame, i prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) i Manuel er P.E. Product Contr E iner NOA No.-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-1 PGT Industries, Ira B. TESTS (coNTMUD) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared .by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: 1) Large Nfissile Impact Test per FBC, TAS. 201-94 2) CyclicWind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed bil Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 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 A) Small Missile Impact Test per FBC, TAS 201-'94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Ednnundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) ( Manf�el er P.E. (� Product Contr i Exa finer NOA No. 730.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Ira C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FB616t' Edition (2017),'dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No1.15-1201.11 issued to Eastman Chemical Company (MA) for their "Safiex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 2. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014) and FBC 61 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. Laboratory compliance letter for Test Reports No. FTL4957, YM 4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07 032Z 06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648, FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA 1V6. 45-1018.01) 5. 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.16-0714.06) G. OTHERS I 1. Notice of Acceptance NoJ 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - LM.I., approved on 08/18/16 and expiring on 03/26/21. r , P.E. Product Co of E aminer NOA-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116"LAMI CONSISTING OF (2) LITES OF US" ANNEALED GLASS WITH A.090" KURARAY TROSIFOL® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX `PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 5/16' LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) D. 7116' LAMI CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH A .090" KURARAY TROSIFOO PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7/16" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL "PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF V8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL° PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. 13116" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL B BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13116"LAMI IG: (1) LITE OF 148" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIF06 PVB (BY KURARAY AMERICA, INC.) _ _ OR .090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 1NWIAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIRSPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL B (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13116"LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL tPVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL Wl LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. CODES/STANDARDS USED: :2017 FLORIDA BUILDING CODE FBC), BTH EDITION 2014 FLORIDA BUILDING CODE FBC), 6TH EDITION *ASTM E1300-04 "ANSIIAF&PA NOS-2016 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADM-2016 .AISI 8100.12 "AISC 360-10 NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES..,....3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS:........... 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... 8-11 Metedel Mln. Fy Mln. F Steel Screw 92 ksl 120 ksl Elco UltreCorM -155-ks1- -177 ksl- 410 SS Elco CreteFlex® 127.4 ksl 189.7 ksl 6063-T5 Aluminum 16 ksl 22 kel A38 Steel 38 ksl 58 kel Gr. 33 Steel Stud 33 We 45 kel 4. ANCHORAGE: THE 331/3O/O STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL•4645, FTL-4848, FTL-4647, FTL4848, FTL4649, FTL4850, FTL4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-6063. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. PRODUCT' REVISED 0 complying with the Flotkte Bmldiug Code A-otm,w No 1.7 _ POP. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY .P HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED.] Q STA OF -1 1070TECHNOLOGYORIVE"' �' �ORtD(+,..; `1�� N. VENICE, FL 34276 GENERAL NOTES ems'''••..... C g (941) 460-IMOS/ NAL' •ECG Alm CERT. OF AUTH. 929M ALUM. SINGLE HUNG WINDOW, IMPACT '�// 111161 1"��` JR 0 M17 O UPDATEDANCHORAGETOFW20f7. COPYR.GHT-7 1s awm,t a" n."evN a A. LYNN MILLER, P.E. POT �LLRIgNT9TRE9E0.VEe SH7O9 NTS i m 11 4040.20 G FL P.E# 58705 Part# Description Material 71 Kommedinq 45G TPS Swar System See this Sheet Mr Materials ' 72 Quenex Super Spacer nXrwhh Hot Meft Butyl 73 Quanex Dumseel Spacer 74 Cani(nel XL Edpe Spacer M. M. U V2" S BIT 11 44 LA S BIT I,I GLASS BITE lJ GLASS BITE LI EFE TEST PORT : FT 7 7, 088 8 70 37 70 37 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3MB" ANNEALED OR HEAT STRENGTHENED GLASS 6116" NOM, 7/16" LAMINATED 6/16" LAMINATED GLASS 80,81 or 82 7116" LAMINATED GLASS 83,84 or 85 71-74 � 71-74 GJ EXTERIOR INTERIOR a-A 1 (ALL SECTIONS) KURARAY TROSIFOL 112" NOM. 1/2" NOM. ' PVB INTERLAYER j:—GjASSBITE_ 46_ _ — — _ — _ GLASSBITE or SAFLEX°PVBlNTERI AYER-BY EASTMAN CHEMICAL COMPANY 38 70 38 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS le'LAMINATED 7/18" LAMINATED AIR SPACE AIR SPACE 11W ANNEALED OR TEMPERED GLASS 1/8" TEMPERED GLASS 13/16" NOM. 13/16" NOM. 13/16" LAW IG GLASS W/ 5116" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91 ALUMINUM 4��. CONE HOT -MELT BUM REINFORCEMENT pOLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE 6118"NOM SILICONE 6l18" N.M. SEAL STRUCT3116' NOM. OLYJ60BUM1/4" NOM. FOAM B�YL & hw—SILICONE SEAL WITH DESICANWITDESICCANT ROLL -FORMED DESICCANT FOAM STAINLESS STEEL EXT. GLAEXT. GLASS EXT. GLASS - EXT. GLASS NT. GLASS INT. GLASS INT. GLASS INT. GLASS KODISPACE SUPER 73 DURASEALB 74 XL.EDGETM r, 4SG TPS 72 SPACER®NXTT" SPACER SPACER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 GLAZING DETAILS (8411490.160(0 ?nT Tar IR OaNa/17 O NO CHANOEB THIS BHEEr CERT. OF AUTH. 9M6 ALUM. SINGLE HUNG WINDOW, IMPACT cowaio"romn �stoac ure grit a.wow .. l - .- "0L° 0L " Srl7se FV11 2 -F 11 4040-20 ER DOW LAM] IG OUTBOARD LITES MAY BE UPGRADED TO 3/10" WITH NO CHANGE IN DESIGN PRESSURE. Flo" ip O ''(,Q �rn OF �Wp A. LYfSNI11G1ILR, P.E. FL P.E.# 58705 III FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 68" 70" 72" 74" TABLE 1. 76" 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 80" A,B,M +80.0 80.0 +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80,0 A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +78.9 -78.8 +77.3 -77.3 63118" A,B,M +80.0 -80.0 +80.0 -80.0 +79.8 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -76.4 A+79.O-719.062' UPTO631/8" C,D,E,F,G,H,I,J,K,L +60,0 -80.0 +80.0 -8D.0 +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" 60 6/8" 63" 72" 74" TABLE 2. 76" 48" A,B,M ,+80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 1 -70.0 50" A,B,M +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A,B,M +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 63118" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -BS.7 +65.6 H UPT0631/8" C,D,E,F,G,H,I,J,K,L +BD,O �0.0 +80.0 -80.0 +80.0 80,0 +80.0 -80.0 +70,0 -70.0 +70.0 -70.0 +70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) WIDTH I GLASS TYPE 1 17 1/8" 1 2211116" 1 28 3116" 1 33 314" 1 39 6/16" 4413/16" 1 60 3/8" 6616116/, 631/8" D,E,F,J,K,L4 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 6/16" LAMI - 1/8"A,.090,1/8"A FTL-4647, 4648, 4723, 4957 B. 5/16" LAMI - 1/8"A,.090,1/8"HS) FTL-4847, 4548 C. 6/16" LAMI -(1/8"HS,.090,1/8"Hg) FTL-4847, 4648 D. 7/16" LAMI - 3/18"A,.090, 3/16"A FTL-4646, 4B85 E. 7/16" LAMI - (3/16"A,.09D, 3/16"HS) FTL-4645 F. 7/16" LAMI - 3/16"HS,.090, 3/18"HS) FTL-4645 G. 13116" LAMI IG -1/8" T, AIR SPACE, 5116" LAMI - 1/8"A,.090,1/8"A) FTL4646, 4723 H. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - 118"A„090,1/8"HS FTL-4646 I. 13/16" LAMI IG -1/8" T, AIRSPACE, 5/18" LAMI - 1IB"HS,.090,1/8"HS FTL-4846 J. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - 3/16"A,.090, 3/16"A FTL4649, 4650 K. 13116" LAMI IG -1/8" T, AIRSPACE, 7/16" LAMI - 3116"A,.090, 3116"HS) FTL-4649, 4050, 4958 L. 13/15" LAMI IG - 1/8'. T, AIR SPACE, 7/16" LAMI - 3/16"HS,.090, 3/18"1-18) FTL4849, 4650 M. 13/16" LAMI IG-1/8"A, AIR SPACE, 6/16" LAMI - (11B"A,.090, 1/8"A) FTL-5063 "o" HT. MEETING RAIL ST HT. MEETING RAIL -1 H .__L W HT. •p" MINU6 SASH HT. HT. MEETING RAIL -- SASH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518" MINIMUM TO 38" MAXIMUM. 4. GLASS TYPES C, G. H, AND I MAY BE USED IN SASH ONLY 5. REFER TO ANCHOR QUANTITY TABLES 5.8 FOR ADDITIONAL DP 1070 TECHNOLOGY DRIVE LIMITATIONS. N. VENICE, FL34278 DESIGN PRESSURES (841)480.1000 7� JR ' o�ne�17 O NOCHANOESTHISSNEET CERT. OF ALITH. M296 ALUM. SINGLE HUNG WINDOW, IMPAC7 LOPn MTOWli Ry. aN.�,/a!e[ Bo,4' �1°'� a-ww WmM BY• ecn: Oslx POTWeUsma%MG. -F.-Kr 8/1105 J.J. 2/28/07 uLnpxTeneswvEO SH700 3 i1 404020 PRODUCfREW90 as comoyiag whhme Flisw BuiI&S Cade 1n ., i w n *Q . N0, 58705 ;�NlAt1LIEN��`� A. LYNN MILLER, P.E. FL P.E.# 58705 531/8" MAX. FLANGED WIDTH 521/8" MAX. I.F. WIDTH 49 6/8" MAX, FIXED DLO (ALL) D�1 -77 F --- 1 75" MAX. SEE DLO I I.F. —1 TABLE j DHEI HT L 176" MAX. I - 38 7/18 EE DLO TABLE X j MAX, SASH (ML 48114" MAX. VENT DLO (ALL) DETAIL A 1 /1 DETAIL B VIEW (STANDARD SASH) C� 75" MAX. 0 I.F. EE DLO TABLE 0 HEI HT L 76" MAX. FLALA NGED HEI HT EE DLO X SEE TABLE / NO E 4 DETAIL C RADIUS TOP (STANDARD SASH) B E I — 75" MAX. 175" MAX. I I.F. I.F. HEI HT E ••� HEI HT I EE DLO SEE DLO S TABLE O j TABLE O 76" MAX. 76" MAX. FLANGED FLANGED HEIGHT HEI HT SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH HEIGHT HEIGHT DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. 1070 TEMOLOGY ORNE N. VENICE. FL34275 ELEVATIONS (041)480.1600 ter R, CERT.OFAUTH-020298 ALUM. SINGLE HUNG WINDOW, IMPAC Ril-R-1/17/11 17 O NOCHMOE8THISSHEET. wr+mr° o.e earwouSmFs,wa m 9H70D niT$ 4 d 11 4040.20 J.J. 1P1$/07 wMMISRESERVED PRODUCTREVISED ,is complying with Iht Fleft Building Code AcceplSRoe Ido I.• D. D P..cpitation Uato�24! `\V . fir—• LICENS' r 1f *� No.68705 �730 s.2 lr ITATE O / •' �� -"',/NALIENG`�� A. LYNN MILLER, P.E. FL P.E.# 58705 ITEM DING.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1168 #8 X 1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL LOW SILL) 612228 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1628 6 4004 FLANGE FRAME JAMB 612227 7 4026 SASH STOP 612244 6 4026 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8", 6/8", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 6/8" 6BALCVRO10 11 #8 X.760 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 1086/1086 SASH TOP GUIDE 42504 16 #8 X1 PHILLIPS FLATHEAD S. STL 78X1 FPAX 16 1080-1 BALANCE COVER, 11116" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X1/2"LG. PH. FH.TYPE F S.STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64008 26 1236 WSTP.,.170 X.270 BACK, FIN SEAL 67S16G 26 1096 SWEEP LATCH 71096 27 1016 08 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAMI SETTING BLOCK 3132" X25/64"X 1" 71622K 36 1052 LAMI IGSETTING BLOCK 1"X3/4"X1/16" 71052K 37 1 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1226 VINYL GLAZ, BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5/16 LAM. GLASS. 64039E 42 40448 GLAZING BEAD, 6116 LAMI W/GRILL KIT 644703 44 4222A GLAZING BEAD,7116"LAMI 84222 45 985C GLAZING BEAD, 7/16" LAMI W/GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAMI I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOWSILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH EGRESS LOWSILL 164009 53 1088 SPRING, SILL LATCH (EGRESS) 78PRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 81014 b8 1630 SCREEN CORNER KEYWIRINGS 71630 67 1831 SCREEN CORNER KEYW/OUTRINGS 71631 58. 1073 SCREEN SPRING 7OASP b9 1624 SCREEN SPLINE-.135 DIA, FOAM 61824K N. VENICE, FL 34276 (841)480.1000 CERT.OF AUTH.022228 f YRCHTOMY PoT Rlou"Rtmim ALLRIGHTBREMWWO 1.DDO 0 <T� I�e31:S�C'7fi[t7f[d{IS:��II[Htili7llY►:IL-F9'L•�N�i7i[3I1�:�,'iIR(t7i[4Y:1-9![tYIt7��:1kTf [•-lY:b7>♦ 062 47 FRAME, I.F. HEAD #4071 A. 6063-T6 48 FRAME, I.F. LOW SILL #4072A,6063-TO 2.008 2.374 PRODUCTREVISED w mmplying with The Florida 9Trildiag Code 062NOM AcuplenooNo/ 'Ub3a,pa THICKNESS 4.171 2.1 rn Date 7�py1 Mmn Dede aduct .062 NOM THICKNESS c1��•'' %,%CENSF 50FRAME, I.F. JAMB F' �1 50 * ; No.68705 #4074B,6063-T6 49 FRAME, I.F. HIGH SILL _ '• * ` , #4073A, 6063-T6 (USED AS RADIUS TOP HEAD) —_ •0 �Q . STA PARTS LIST %�`S, •. �toRIDA,,. ' �e�,� ALUM. SINGLE HUNG WINDOW, IMPACT ® sr,.eeae mw: m.c cmRTmxa R"e A. C'('NNIMiLLE4R, P.E. s2r7oo NTS 8 s 11 4040.20 G FL P.E.# 58705 I-�--2.784� 1.38� 3 .062 O FLANGE FRAME HEAD #4002A,6063-TO 0 161 J20622.630 2.330 - Ll 784--- O FLANGE FRAME SILL (LOM #4003C,8083-T6 082 -1 �-1.451+{ T OSASH STOP #4025, 6063•T5 (USED AS RADIUS TOP HEAD) —�{ 1.342 ff .082 •155 1.707 - � ,082 21 FIXED MEETING RAIL 2g SASH TOP RAIL L #4064A,6063HD-T6® #400613,6063HB-TO —2.764—• { 69 FLANGE FRAME SILL (HIGH) #4050A,6063-T6 THIS 2.326—►I 2.638 .082--► � - 68 SASH BOTTOM RAIL (HIGH) #405% 6063-T5 170 TECHNOLOGY DRIVE N. VENICE. FL 34275 (941) 480.1600 CERT. OF AUTR #20208 SEALANT ALONG ENTIRE JOINT I.F. FRAME � II WELD ALONG SCREW BOSS (2) SEALANT OR GASKETS I �.738 AT HEAD AND SILL V I-+-1.513-+{ .040 I VIEW D-D VIEW E-E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) ASH 17 SSTOP COVER _ FRAME CORNER CONSTRUCTION #4053,6063-T6 r.050 I 2 326--1 1.979 062 31 SASH SIDE RAIL #4008.6083-T5 28 SASH BOTTOM RAIL(LOW) #4007,6063-T5 05� j�p UII j 12 .678 1.096 1 1- I-+—'�{l - T BE O GLAZING AD 7/16" #4222.8063-T5 .050-8 45 GLAZING BEAD, 7/16" #965C,6063-T5 (USED W/ GRILL KIT) II 1 Ip_ .678 1.098 lye-+ �i�l 41 GLAZING BEAD, 5/16" #4039B,6063-T5 .678 .050 l 1.098--�� 42 GLAZING BEA , 5/16" #4044B,608345 (USED W/ GRILL KIT) i .683 050 —I- -- ►1 1.097 ILUM. SINGLE HUNG WINDOW IMPACT mm Helf 1 7 s 11 "4040 20 PRODUCT REVISCD us aamplylus nigh do Floida Qvkl LYN/y4,i ��.• <.ICENSF'• .�i ' � * / No.58705 FL P.E.# 58705 Im ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 26,603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 WINDOW GLASS cg0clz ZOcMfONZp' ZONON�O�zO�fONZO�ZONONZO�Zpt�fONp�- ONONZp' pcM�fONZp"ZO O v U U U U U U c� U WIDTH TYPE C,D,E,F,G, 1 1 1 1 1 1 1 1 1 .1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1 2 _7_ 1 1 1�1 1 2 1;1 1 2 2j2 1i2 2 2 2 2 2'2 2 2 2;2 2j2 2;2 2 2 2 2 2(2 2 2 2;2 2"2 2 3 _2j2 3 3 19.125 1 1 1 1 1 1 AB,M _-•--._ 1I2 ....,__ 1i1 .__._.._,__..__.__. 111 1 2 1i1 _,_..._j__ 1'2 2;2 112 212 212 2.2 212 2,2 2;2 _T_. 212 _ �_.. 212 _..,--- 2+2 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 12 1}1 1i2 1 2 1j2 1(2 2l2 1j2 2'2 2i2 22 2j2 2'2 22 2 2 2i3 2(2 2j2 2�3 2'2 2;3 3(3 2 2 3�3 24.000 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB,M _-�..._. 1;2 __..._. 111 _.. _..._ 1C2 __ 112 ._.......-r- 112 1;2 -..__. 2j2 ..._.... 1j2 ----_ 2 2 _..� _ 2,2 ..---._ 2 2 ....,__ 2i2 _..-i _.....�--_ 2,2 2 2 .._ .... 2,2 _.L._ 2;3 __ _ 2�2 ._... . 2{2 _.. 2 3 212 _ 2�3 ..._ _ 3(3 __.._... 2 2 ..,. 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,I,J,K,L 1(2 12 2i2 2;3 1:,2 212 2i3 1;2 2 3 2j3 2�2 2�3 2 3 212 2 3 3(3 2�2 3 3 3 4 3 2 3f3 3 4 313 4 4 32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB,M 1 2 1 2 -r 2 2 ._.,...._.....__..._..._.._...._..._.,_....._ 213 1j2,212 2j3 1i2 _ 2 3 ..._,..._..__,_...., 2 3 2'2 2 3 2 3 _.T..._...._._..... 2j2 213 3i3 2 2 3�3 34 _..._.... 3 2 3 3 3�4 i 3 3 -...._. 4 4 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 _ 2 1 2 _ _ 2 _-- - _. 1 2 -.. 2 _. 1 2 _..._ --37.000 H,I,J,K,L _......._. 2 2 _ _ 1 j 2 ._ .........__ 2 2 2 3 _ _ 1 j 2 2� 3 2T3 _ 212 2r3 -2r3 212 _ -2 i _. -2 -3 ___....._�_. -2 `3 2 -3 3 4 2 t-3 -3 -3 -& 4 3 3 3 4 3 5 3 3 4 4 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1^ 2 1 2 ABM 2j2 1f2 2'2 2 3 1i2 2'3 2'3 2 2 213 2'3 2(2 2 3 2'3 2'3 2 3 3 4 2 3 3'3 3j4 3 3 _2.. 3 4 3`5 313 414 PSF 79 C,D,E,F,G, 2 ? ?_..-? _.. _- _ ? _. _2 .. _. ?_......?..2 2 2 2 ._,_... 2 2 2 - - 40.000 H,I,J,K,L _ 2 2 ....2_. 1 2 2 2 _2...... 2 3 2. 2 3 ...�._. ...... 2�3 212 ,_?__ 2 3 .. _ 2(3 . _ 2(3 ._2. _ 2 3 2'3 3�3 3 4 2j3 3'4 315 f... 313 3'4 4i5 3 3 414 2 2_ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 2 2 1i2 2!2 213 2 2 213 2(3 2t2 2i3 213 213 2 3 2!4 213 313 3i4 213 3(4 316 313.: f4 4 5 3 3 4'4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ..Y-- 2 -- 2 2 2 2 2 44.000 H,I,J,K,L 2 2 2 -2 2r2 2 3 2j2 2 3 ..._, .....__ 2l3 ..-.__ 2(2 3 3 - T- 214 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3.4 . 3 5 3i3 3;4 4 b _:: 3;4 4 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2, 2 2 2 2 2 212 2 2 2 3 2;2 23 213 2i2 313 2 4 2'3 3 3 314 2i3 3'3 3 4 2 3 3'4 3'5 3 3 34 4'5 3'4 415 PSF 79 1 78 C,D,E,F,G, 2 2 2. 2 2 2- 2 2 2 2 2 2 2 2 2 2 _ 2 ...__...._T_. 3 _. 2 2 3 2 2 48.000 H,I,J,K,L 2 2 _ .,. 2.12 2 2 2i3 _......,..._. 2 2 2j3 .i 213 3 3 314 2F3 3,4 3j4 213 314 _2 316 3 3 3!4 3116 3'3 4 5 416 3�4 5 5 AB,M 2 2 2 2 2j2 2 2 2 2 2 3 2 212 2 2i3 2 3 4 2 2�3 2 3 3 2 3(4 2 2!3 2 3�4 2 3 4 _2 2i3 2 3�4 2 3 5 2 313 2 3T4 3 3j6 2 313 2 4f6 3 4j6 2 3j4 2 61' PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2„ 2- 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,I,J,K,L 2 2 2i2 2 2 2 3 2;2 2j3 3j4 -2 213 _2_.. 34 314 2'3 3T4 3i4 3z3 314 315 313 4'4 4 6 3i4 45 416 344 5'6 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 ABM 2 2 2 2 2 2 2 3 2 2 2;3 3;4 2'3 314 3i4 2.3 3i4 3 4 313 314 3i6 313 414 4 6 3 3 4:5 1416,3141415 101 N0 .TECOOY DE ICAN(VENE,FL325�}LUCERT.OFAUTKM20B �A CHANGES THIS SHEET. e.swa,e, SH700 I NTS I 8 d 11 ANCHORAGE NOTES; 1. ANCHOR TYPES: 1 - 1/4" ELCO ULTRACONS OR #12 SCREWS INTO METAL 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD-181/2" MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX, BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE VLESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: MAX. PSF (DP LWEM 118 HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) n HEAD 2 JAMB ABOVE 213 MiG. RAIL JAMB BELOW MTG. RAIL SEE TABLE 1 FOR FULL DP 4040-20 doPhib � Op1Y LYN/v �•,� _%CENSF No. 58,705 STATE A. LW FL ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 29.655 37.166 44.655 52.155 59.055 1 67.155 74.655 76.000 z-zh0 01 c zz0 z z�o z zao ' zzr0 N� O ONOONgNO z z0 -C,�WINDOW zzc ONO"O 0c, z z ANCHORTYPE. GLSSMO WIDTH TYPE U c) UU U $ tc UU wU UU C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 11 11 1 1 2i2 2!1 2i2 212 2!1 2;2 212 2�2 2 22 2 2i22'2l.3 2 2 23 2 3 2 19.126 11111i1 ±2,23 1)1 1(-1 2122'1 22 212 2i1 22 2F2 2T2 2 2 212 2122±2 22 2:2 212 312 2�2 312 3 2 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 .1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,IAK,L 1 1 1r1 1 j 1 _._...... 212 ..__._...._.._...._ 1� 212 2 2 _......_ 212 2 2 ....._..... 212 ... 2 2 _____.._. 2 2 _..... 212 ..._..._ 2r2 3(2 .____ 3'2 __. ......._ 2(21312 -_r-.. 3i2 _._ ._....._-.. 2 2 3j2 3i2 2 2 3i2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M 1 1 _ 1(1 .....1_._ 1;1 .._ .._ 2�2 _ _ _.....-........_1..._ 1 1 2;2 2,2 .__ 21212,2 _L.......1._... 2;2 2 2 __j.-. 2,2 -T._ 2!2 .--......_ 212 312 3 2 2,2 - 3 2 3 2 2 2 312 3 2 2 2 312 PSF 66 771 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 32.000 H,I,J,K,L 1 1 111 1 1 2!2 2;2 2j2 2 3 212 2'2 313 2 2 3 3 3'3 3r2 3:3 313 2i,2 3j3 4 3 4;3 3`2ABM1 2 1 1 2 1 1 11�__ 13'4 1 1I1 1 1 222i22j22321222313 _._...__._.._.._ ._.._ ..._._�._......._-_--�.._._ 22 33333i23 .._�..._ 3330 r _ _ .._._.,71 334'34,3 312413 - -PSF 69- --- --87 -79- - -- - - - - - - — - - - - C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 1 1 1j1 1 1 2 2 2 2 21 213 2 2 213 3;3 2j2 3i3 3 3 3'3 4;3 3 3 3,2 3 3 4 3 3 2 4!3 414 3 2 4 3 1 1 1 2 1 1 1 2 2 1 2. 2 1 2 2 1 2 2 1 2 2 1 2 A,B,M 11 1 1 1 1 22222!22 _2 3 -if 22�3 30 212 373 3!33r34(33T33l23j343 31243414 32413 PSF 64 79 82 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 1 1 1 7 1 1 2 2 2 2 2;2 2!3 2T2 313 1.2 3!3 2;2 3!3 4!3 3(3 4i3 313 313 413 44 3!3 4 3 4 4 3j3 5!3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 7 1 1 1111212 212 212 213 2!2 3!3 3'3 212 3(3 4;3 3�3 4;3 3r3 3.3 413 5�3 PSF 49 79 56 1 78 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2!2 2 2 3r3 2i2 3i3 3 4 2 3 3(3 4;4 .... 3�3 -.-T 4;3 _�..... 4:4 __ 3(3 1 413 _2 414 - 3(3 4�3 -r 4F4 r .. 3.3 __I.... 514 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 11111111 1 1 2 2 2T2 2 2 3?3 _i 2 2 3!3 3!4 2�3 3�3 4 4 3j3 4 3 4;4 313 4i3 414 3 3 4r3 414 313 514 PSF 45 74 51 74 79 78 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 1 11 1 1 1 222222332i2333!4 3(3 ,.... 3'34;43134:4443;34144144)3514444;354 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 ABM A 1 1 1 1 1 2 2 _ 22 2 2 3 3 2 2 3!3 3i4 313 313 4j4 3i3 4'4 44 3!3 4i4 414 4 3 5i4 4 4 4i3 --t- 5i4 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 2 3 3 2 3 3 2 3 3 2 3 3 2 3 53.125 HIJAK,L 1 11 1 1 1 222'222333r33j34'4 _3 3�34r4443 34'44'43`34'45-f54!35(45r54!35?4 2 2 2 2 2 1 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3. 3 2 3 3:3 3i3 4.4 3!3 4�4 4 4 31:3 4.4 4;4 3;3 4;4 5i4 4�3 5'4 5'4 4 3 5:4 1 1 1 1 1 1 2 2 2 2 2 2 3 3 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO'ULTRACONS.OR #12 SCREWS INTO METAL 2 -114" ELCO 884 CRETE-FLEX 3 - 012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD-18112' MAX. FROM TOP CORNERS JAMBS-17112° MAX. FROM TOP CORNERS 16" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE _ __MAXIMUM DESIGN ERESSURE.FOR2HE-RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE, 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: MAX. PSF (DP LIMITED) 117 HEAD 3 JAMB ABOVE 3 3 MTG. RAIL PRODUCT RBVISPD JAMB BELOW Rs c0myty' wI1K1ha FMG9� MTG. RAIL R11Ila^oeco JAMB ABOVE - MTG. RAIL .�`�O<vY LYNIy JAMB BELOW ��,•'' LICENSE/�� '�� Qr F SEE TABLE 2 FORL * : No. 58705 FULL DIP 1070 TECHNOLOGY DRIVE O01°I1Yyp O� ST TE 0 N. VENICE, FL34276 ANCHORAGE SPACING, STANDARD VIEW � (941)460.1600 Ty. - i; `-01 •'•�;�ORIOP,.•'G�� mN r. CERT.OFAUTH.0292M ALUM. SINGLE HUNG WINDOW, IMPACT JR 06,17 O NOCHANOE3THISSHEEI comNOMemv ® e.eanee eo.� w.e o..4ow w A. LYNAA�IIMM dEY3, P.E. oaw„ ONO: MTMOUST=N1 SH700 NTS 9 d if 4040-20 G FL P.E.#58705 F.K. 7MW J.J. 2/23'U7 nu RKWS RUs ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8, SUBSTRATE: ANCHOR TYPE: 17.125 22.668 1 28.211 33.764 1 39.296 1 44.839 60.382 55.925 o 3 v V zm0 ocj V ❑ C,0 V O 0Or O ❑ U Q' V 0 0R V ❑ U C4 V 0 oa�NOTOKpNO�OctQN0 V ❑ 0 V 0 V ❑ 3 U o U V ❑ �i 2 V () ❑ clr U U c�7 �O U WINDOW WIDTH GLASSccfgNZq TYPE 19.125 D,E,F,J, K,L 1 1 ...1.. 1 .1... 1 p 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D,E,F,J, K,L 1 � 1 � 1 �• 1 2 1 ..._........__ 2 1 2 1 ._........._..... 2 1 2 1 _..._......._. 2 1 _.. 2 1 _................._...............,...._._..._.. 2 1 3 1 3 1 2 1 3 1 _ ................. 3 1 2 1 _..........._..._. 3 1 3 1 v....................... 3 1 3 1 ..... 3 1 3 1 4 32.000 D•E,F,J, KJ- 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 ...1... 3 1 3 1• 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 6 1 3 1 6 PSF 78 37,000 D,E,F,J, K,L 1 1 1 1 1 1 2 2 1 2 2 2 2 3 1 2 2 3 2 3 1 3 2 4 2 3 1 1 3 2 1 3 2 4 1 3 2 4 2 4 1 4 2 1 5 2 5 1 4 2 5 PSF 1 78 78 79 1 79 40.000 D,EAJ, K,L 2 j 2 1 2 1 2 2 2 .2 2 2 2 3 2 3 2 3 ..2... 4 2 3 2 4 2 4 2 3 2 4 ,? 4 _.2.... 3 2 6 2 4 2 4 2 5 2 6 2 4 2 8 PSF 79 1 1 76 79 77 79 1 79 78 44.000 D,E,F,J, K,L 2 1 2 2 2 2 2 2 ...2..._ 2 ..2_......_�..... 4 4 2.._2......_2........_2........�.., 4 4 3 b 4 ..,2_..2.. 3 6 2 5 2 4 2 6 5 4 8 j 1 2 2 2 3 3 3 PSF 78 1 78 1 70 78 79 1 71 78 73 76 46.000 D;E;FA K,L -2- 1 2 1 -2-2 1 -_ 2 2 -2--2j7M9 -2 3 -2- 3 _ 3- 4 -2 4 -2 4 - 2. 5 2 4 -2 b 3- 5 -2- 4 -2- 8 -3- 6 2- 4 -2--2- 8 B 5 8 PSF 71 79 63 71 E74 66 77 69 6953.126 D,E,F,J, KL 2 2 2 2 2 2 3 .2 4 3 M. 3 5 2 4 3 5 3 6 2 5 3 6 5 7 6 5 7 1 2 3 3 4 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE.IF81 0 Z O Ci ❑ t7 O N N ZQ' U' Q U c W N N ZQ U Q Z UU o f7 QN () Z".. o ZZQyR o c� v o -j v' c7 Q U 0 QQ $ 2 N Q U' cj Q U o Q N$ o 8 0WINDOW 8WIDTH 19A26 1 1 1 2 1 2 2 1 1 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 32 2 3 2 3 3 2 3 3 2 1 3 4 2 3 4 2 3 78 37.000 2 1 2 2 2 2 3 1 2 TT 3 2 1 3 3 1 3 1 3 3 3 3 4 3 3 4 3 4 40.000 74 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 68 78 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 6 3 4 5 3 4 48.000 83 721 78 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 73 68 66 72 53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 I JR ' I OaW17 1 G I NO CHANGES THIS SHEET. I 070 TECHNOLOGY DRIVE ''��" N. VENICE, FL 34276 ANC (941) 480.1600 I 11 I r—hi I A CERT. OF AUTH. i129298 /�..0 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO ULTRACONS OR #12 SCREWS INTO METAL 2 -1/4" ELCO 884 CRETE-FLEX 3 - 412 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 V2' MAX. FROM CORNERS JAMBS-171/2' MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8" MIN. TO 38" MAX. S. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS, 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE .FOR THE -RESPECTIVE -SIZE -AND GLASS TYPE IS AVAILABLE. 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQS. TABLE 7. KEY: MAX. PSF SEE TABLE 3 FOR (DP LINUTED) 112 FULL DP HEAD 2 JAMB ABOVE 2 MTG, RAIL FULL DP HEAD _.2... JAMB ABOVE 4 MTG. RAIL TABLE 8. KEY: PRODUCTRHVISED m. c mp{ying with UA Florida MAX. PSF Code Bafidw I - 31 Aa4pjjjNo (DP LIMITED) 112 s*"'-2W JAMB BELOW 2MTG, RAIL FULL DP e JAMB BELOW 2 MTG. RAIL SEE TABLE 3 FOR FULL OP CUSTOM SH7W I NTS 1 10 w 11 1 4040-20 •%.\CENSF••%� No, 58705 0� . S ATE O r11 01VAL lENS`` A. LYNN P.E. FL P.E.# 55705 G] EXTERIOR INTERIOR [> NOTES: USE ONLY MIAMI-DADE COUNTY 1-3/4" MIN. EDGE WOOD ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, (ULTRACON ANCHOR) (ALL HEAD AND SILL DETAILS) (SEE NOTE 2 & 3) APPROVED 1/4" ELCO ULTRACONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 2-1LE MIN. EDGE CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 314" FOR ULTRACONS INTO CONC., 2.1/2" E.D. FOR (CRETEFLEX ANCHOR) (SEE NOTE 1 3) 2x WOOD BUCK ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. (SEE NOTE 3) I'MIN. EDGE 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (GS), 3.35 KSI MIN. • CONCRETE . ; ; • • 1/4" SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131"0 x 2-1/2" COMMON NAILS (F1867 NL CM S-07 Z (8d)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10--FIN MOUNTED ' • e'' ""' �• 1 3/4" MIN. ONLY (SEE DETAILS E. F AND G THIS SHEET) 1 3/8" 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE OPTIONAL 1x a WOOD BUCK MIN' TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE (SEE NOTE 3) J-' --J— 1 'IN'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 11�r91/4" ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1/4" MAX, j 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM SHIM 6063-T5 AND A MINIMUM OF 1/8" THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS, DETAIL A DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF .045" THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x 1-1/4" MIN. EDGE (CMU) 1-3/4" MIN. EDGE (ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN 2-1/2" MIN. EDGE (ULT./CRETEFLEX INTO CMU & CRETEFLEX INTO CONC.) 1-314" MIN. EDGE (CONC.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 1!4" MAX. SHIM 1 �— J 1 318" MIN 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 6• FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. ': p:. • 1/4" MAX. SHIM _ CONCRETE ANCHOR, 1" h ' - — FH BELOW MEETING RAIL. (SEE NOTE 2) ° 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU lix BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" --H +--518" MIN. EDGE 2-1/2" EMBEDMENT MAX, n SHIM I ! --WOOD FRAME l- 131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. 1/4° MAX. SHIM DETAIL F, (HEAD) 2-112" 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE EDGE FLORIDA BUILDING CODE. -WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) INTERIOR (ALL JAMB DETAILS) EXTERIOR 1/4" ODD FRAME MAX. _SHIM 131" DIA. MIN. 5/8" MIN. EDGE x 2 112" NAIL, AT CORNERS AND 6" O.C. J ! I WOOD FRAME IIN. EDGE TI .131"DIA. MIN. x 21/2" NAIL, AT CORNERS AND 6" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 1070 TECHNOLOGY DRNE N. VENICE, FL M276 (941)480-1000 CERT. OF AUTH. MA IFP�::T EMBEDMENT DETAIL G, (SILL) ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPAG w,excm' ®.,e ®."row 111. NTS 11 d 11 4040-20 PRODUCT REVISED as complying with The Florida Building Code _ _,_ V IIII1171/l LY NY....NN ` * No. 58705 �', rTA_ F 01VAL SNG�`• A. LYNN �IILI�R. P.E. FL P.E.# 58705 C .'r FL 11560.5-R3 C2181-5 9.8.2017 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation i Product Name: Image II Panel Description: Max. 16" wide coverage with 1" high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coaled steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 19/32" plywood or -min. 3/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed and installed as per FBC 2017. Deck Attachment: 8d x 2.5" long ' ing shank nails or #8 x 2" long wood screws @ 6" o.c. (Minimum) in the field anO edges. Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1 Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 84.25 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) 102.7 psf @ fastener spacing of 6" o.c. 139.1 psf @ fastener spacing of 6" o.c. with 3/8" bead adhesive in panel sidelap Fastener Pattern: At panel seam #10-12 pancal le head screws along panel seam. Fastener shall be of sufficient length to penetrate through the deck a minimum of 1/4". Sidelap Adhesive: Schnee -Morehead SM7108 Permathane adhesive Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 200 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Metal Sales load span table. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA for use of this product in High Velocity Hurricane Zone. f Supporting Documents: FL 11560.5-R3 C2181-5 9.8.2017 Page 3 of 3 i Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 iSection 1505 and current approved roofing materials directory or ASTM E108/QL790 report from an accredited laboratory for fire ratings iof this product. I TAS 125 Test Reports Farabaugh Engineering and Testing Inc. Project No. T241-07, Reporting Date 7/23/07 Hurricane Tes HTL Report # I Laboratory; LLC 11016-0714-09, Reporting Date 9/l/09 SEE DETAIL 1 ROOF PANEL 1 \ MAX, 16" PANEL FASTENER S� ACING R ALLOWABLE PRESSURE LE. u n n n UNDERLAYMENT SHALL BE INSTALLED Sd x 2.5" LONG RING SHANK NAIL PLYWOOD 19/32" THICK (MIN.) AS PER MANUFACTURER'S NSTALLATION OR #8 x 2" LONG WOOD SCREWS MIN. 2X_ WOOD RAFTER/JOIST/ GUIDELINES SPACED ® 6" O.C. IN THE FIELD & TRUSS AT MAX. 24" O.C. AT PLYWOOD EDGES FASTENING PATTERN 1 SEE DETAIL 2 ROOF PANEL ADHESIVE IN THE PANEL SIDELAP MAX. 16" PANEL FASTENER ` SPACING PER ALLOWABLE ref \ o o / PRESSURE TABLE. II II x — — UNDERLAYMENT SHALL BE INSTALLED PLYWOOD 8d x 2.5" LONG RING SHANK NAIL 19/32" THICK (MIN.) AS PER MANUFACTURER'S INSTALLATION MIN. 2X_ WOOD RAFTER/JOIST/ UUIULLIIVGJ SPACED @ 6" O.C. IN THE FIELD & TRUSS AT MAX. 24' O.C. AT PLYWOOD EDGES FASTENING PATTERN 2 TYPICAL PANEL INSTALLATION X-SECTION MIN 26 GA. PANEL #10-12 X 1" LONG PANCAKE SCREWS D ETA I L 1 AT MAX. 6" O.C. UNDERLAYMENT PLYWOOD 19/32" THICK (MIN.) SIDELAP ADHESIVE NOM. 3/8' BEAD MIN 26 GA. PANEL #10-12 X 1" LONG PANCAKE SCREWS DETAIL 2 AT MAX. 6" O.C. UNDERLAYMENT PLYWOOD 19/32° THICK (MIN.) IL- SIDELAP ADHESIVE LOCATION. GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA. (t n 0.01677. MAX. EFFECTIVE COVERING WIDTH OF PANEL = 16'. 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5. ALL FASTENERS MUST BE IN ACCORDANCE.WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. a 0 U N ED WN z 1=0 K :DN iR to o U lai �Y O z x� W 5E5 00 N W a J W � U a L Ld Z _=x� � q U zE �Q N y N W R a OF METAL SALES MANUFACTURING CORPORATION Inj'age 11 Uplift Loads (Min-26'ga) Description Fastener .Pacing i Allowable Vph.., along Panel Length Load 6' 1 102.7 Coverage width! 16 "1 8 1 Q0.7 Panel Fastener. 10 98.6 #10-12 paneakebead screws 12 96.6 14, 946 1.6 915 18. 9.04 1 2.2 .1---.1 . 7—i-1— �-- — ^)A r 84.3 6 139.1 With Side I ap Sealant Notes: L The.b 1_&nunbers-indi.eate designI1d' . I Panels mu.st bb.installed :as pq,E;-valu4ti( 3. Three Or more spatis condition. I from lest data, with safety faiztDrof 2. TL'! 1560.5 and Metal Sales. OrTent installAtiOn. mocedure. f4 1116 N L Lf-i— 16' ausihg Ave..; C D Bala Sockalingam, Ph,., P.E. Tulsa, Ok 74106 'FL 62-740 918,492 5999 yl, NEOREcta. :?.•Ceitificdte:of Authorization #324ss - -1 ; 353 Christian-S,treet,-Unit,#13 r'x :`1Wford -CT'.06478 I '(203) 262-9245 ENGINEER .EVALUATE. TEST, CONSULT" CERTIFY "Boral Roofing" -' + - Evaluation Report==M35710.12.10-R11 7575 Irvine Center Drive, Suite 100 "�` FL14317-R10 Irvine, CA 92618 { ; ; Date; of Issuance `12/21/2030 i. - .1 r _ ...i (602)) 04' 288 -'Revision 11. 10/12%2018 SCOPE: ` This Evaluation Report is issued un'd' Rule" 61G20-3 and the,appli6ble'rules and regulations governing the use of construction materials in the State of Florida' The: documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Bullding Code and Florida'Building Code, Residential Volume The products described hereins have been evaluatetl for co pliance with the'6' Edition (2017) Florida Building Code sections noted herein. DESCRIPTI:' N' "Soral-Roof,Upderlaylrrients. LABELING: ` Lab'eling shall be in accordance with the require'rrlents:of the -Accredited Quality Assurance'Agency noted herein: CONTINUED COMPLIANCE: This Evaluation,Report;is valid until:,s.uch time as the named product(s),,changes,,the referenced Quality Assurance documentation .;changes;,or provisions of.the Codethat relate to the product change., Acceptance of this Evaluation, Report by the named client`constitutes agreement`to:notify-Robert Nieminen, P E."of-any changes to the prod ucf(s),z th 6 Quality Assurance or the`production facility location(s):1-NEM0 ETC, LLC requires a complete review of this Eval"cation Report relative to updat'ed'Cod'e requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report',number preceded by the words "NEMOIetc. Evaluatedf' may. be displayed in advertising literature. If any portion of the- .Evaluation Report is displayed, then it shall be done imits entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the usef'by the manufacturer or its distributors and shall be available"for, inspection at the job 'site at the request of the Building Official,." ;. I., This;Evaluation,Report consists of pagesil through 8. r.1Z ,- Prepared by: ate' ` �..>..._.... -.- ,. � .• �'. •�—. _ oo • a - 1 Robertj�.M. Nieminen P.E. �' ,•;. „ .^, The facsimile, seal appearing was authorized by Robert Nleminen; P.E. on 16/iihol& This does not serve as an Florida Registration No. 59166, Florida DCA ANE1983 �...,,,:, ..• ` ;..•i' - - electronicallysigned:document., , CERTIFICATION OF INDEPENDENCE: 1. NEW ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products itevaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing produets'it'evaluates. 3° . Robert Nieminen, P.E. does, not have por will'acquire,;a financial interest, in any company manufacturing or distributing products for which the.evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither NEW ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/w a M. i sn u ss retained specifically for that purpose. ' t_ Y ROOFING: COMPONENT+ EVALUATION: Product Category: Roofing -'•Sub-Category:- ....... _.. Underla ' Compliance Statement:` ` Boral Roi ' compilancewith. the following sect _ accordance with.tlie following Siancle ' Conditions of Use set forth herein. 1504.3.1 _15071.1,T1507.1_1, 51507292_ ,f I I I N'EM011etc. lent-._._..........._ .. _...... _..•......... Underlayments, as marketed"dy,"B'dral Roofing, have"'demonstrated s of the 6th Editton.(2017j�flortda Building Code throughatestmg in _., r._.r .. . Compliance is subject to the Installation Requirements and,Limitations Wind Uplift UL 1897 2012 Physical Properties;- ,• +:_ ; ASTMD19.70 2015- PhVsieaf Properties FRSA/TRI Apnl 2012 (04 11) 20312 ERD (TST 6049) Phy ERD (TST 6049) Phy .: ,;,.. •;-, ,::,ERD:(TS 6049)''r,rit'? r _.T,en ERD (TST 6049) Adh ERD (TST 6049) Ten "ERD`-(TST 6049): ; :;,. ; .: _...; .., , Te'n -I`0C'(PDM1838)'t:; : c .:: Phy riPRI, (TST-;5.878), AST ,PRI (TST 5878) , :AST PRI (TST 5878) Ten PRI (TST5878) FRS. •:i': ; •.. �-�0 `•PRI'(TST 5878)R..: •• � :r� : ; . 1 r, � 'AST 1JRI4(TST5878)1a' ,i,,r r „Mr PRI (TST5878) , ,... Ten .; . PRI (TST 5878) , AST UL, LLC° (QUA 9625) QUE iination Reference :Date :al Properties M36790.07.11. Q9/30/2011 .. :al Properties B40380.08.12 08/28/2012 e Adhesion-/ LTA,- •C41420.0PA2-2-: • ,:- !; ; i0,9/11/2012 ;ion B41940.09.12 09/13/2012 e Adhesion/ LTA B47390.07.14-1 07/31/2014 'on Adhesi/LTA B47390:09'.14` 09/4/2014e aI Properties" -Equivalerii:y statement' ' 111/02/2017 11)1970:,-;r• :• : _.'.NE1=031-OZs02:REVi .,t: 10/27/2010 Ad -01:REV, ; ;:;. ;12/,03/2010;.,,-hesion /.LTA NEI-046 02;01REV 12/17/2010 , 7RIApril�2012 NEI-076-02-OS 02/14/2011 D1'97U - NEI'034=02=02 " bl/29J2013' l?plift ` "" ' • '' ' BORR 001=02-01 = j 't '''-03%17/2015 BORR-005-02-01 :si - r: -::.: , ., 4".06/24/2015• ',....; e Adhesion / LTA i ,DAP,F-002702701 ,! 0308/2. 18 151970 (adhesion)' OCF 443-02-01 10/11%2018 .yAssurance Service;Confirmation-•: • . �,;..Exp:(18/21/2020 4.1 Bora18 TileSeal SO"T is a nominal.=517-mil `thick;- polyester -surfaced, self -adhering -SBS modified bitumen roof ` underlayment; meets ASTM D1970. 4.2 BoraI0 TileSeal"T is a nominal 60=mil' thick,. polyester -surfaced, self -adhering SBS modified ,,bitumen roof an'derl'aym.er t ,mee&-)A&NI D1976 and-FRSA/TRI 04-12. 4.3 BoraM MetalSeal"T.'is'a`"hominall 60-mil thick, polyester -surfaced, self -adhering 5135 modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI 04-12. 4.4 GatorSeaWis a nominal 55-mil thick, granular -surfaced, fiberglass reinforcedi,..5elf-adhering.•SBS, modified bitumen ;:r..00f.-•underaayment;:meets:ASTMD1970:'. .. -� ,. • _ � ... ,. i- .. • . ' A Citadel® Picas is'a nominal"48=rr(il'thick `fa6f'is-'surfaced, fib6irglass`reinforc6d, self=adhering`595 'modified'bitumen roofing underlayment for use as a base -layer in multi -ply underlayment`systems; meets ASTM`D1970. ' NEMO ETC, LLC I Evaluation Report M35710.12.10-R11 Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL14317-R30 Boral Roof Underlayments; (602) 269-2288 Revision 11:10/12/2018 Page 2 of 8 • I , v Y r 0 i , i I MEMO etc. 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen;}P:E ;a'rd"Ih any way, the Designer of.. Record for any project'on which thisi Evaluatioon Report, or previousversions thereof; is/was used for permitting, or design guidance unless retained specifically for'that purpose,' 5.2 This Evaluation Report is not for use inIFBC HVHZ jurisdictions.`` 5.3 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory for fife r2tings`of'this'product. }' 5.4 BoraI Roof U nderlaym e nts may be used with any prepared roof cover where the product is specifically referenced r. .i„. id within .;. within FBC approval documents. If not listed, a .request may be made to the Authority Having`Jurisdiction for approval based on`this-evaluation'c6riibined'with supporting data for the prepared roof covering'. 5.5, ,Allowable Roof Covers Table I pertains to use of each listed underlayment by Itself beneath the stated roof covers Refer to the Installatlon instructions for multi ply underlayment options .k. F. ;4._ eb o:viTABLE 1: ROOF COVER OPTIONS 8oralTileSea150"T ;,,rSYes'7 PLNo?:?y:``''Noes r Yes°' Yes Yes eoralTlleSeal"T Yes Yes Yes Yes, `' Yes Bo ral'IVletalSeal"? '' t Yes, t .>'Yes _ ,j i ; Yes ,n Yes Yes Yes (See k r -GatorSeal 1 4 Yes f ... ,No ,N o No, , ,Yes j Yes. "Adhesive set The', Is limited to.use• If following Approved;tlle:adheslves /underlayment combinations. . . ' ' ' Ad)teslve Florida Product t Ap l , Underfayments DAP Foam Touch 'n Seal StormBond`Roof Tile Adhesive "FL1'4506' BoralTileSeal"T or Boral MetalSeal"T DAP Foam Touch 'n Seal StormBond 2 Two -Component HT," "r Polyurethane Roof Tile Adhesive FL21374 Boral TlleSeal or,Boral MetalSeal Dow TILE BOND'"" Roof Tile Adhesive I FL22525 ' BoralTIIeSeal"T or Boral MetalSeal"T ICP Adhesives Polyset® AH-160 I FL6332 Boral :TIleSeal",Tor Boral MetalSeal"T ICR Adhesives Polyset®. RTA-1 . FL6276 Boral TileSeal!!T or Boral MetalSeal"T J I I I I 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Produ ct Approvalfor Overturning Moment Resistance Performance. I I NElv0 ETC, LLC-.k: s,ist.i,: r:• Evaluation Report M35710.12:10 R31` CertiicateofAuthorization #32455 eEDIT'ON(2017)FBC"NON=HVHZ'EVALUATION :.i •FL14317-R10 ' Boral Roof Underlayinents;r (602).269.2288 ;. Revision 11:10/12/2018 Page 3 of 8 i ,s __. fONEMOJetc. 5 6 Allowable Substrates r �' f' ;Direct -Bond .Citadekl?lus,, Boral TileSeal 50"? ,Boral' TileSeal"T, Bor..al MetalSeal"T or GatorSeal:: ➢ Plywood .(unprimed or primed; with; ASTM'D41 pruner.),. Boral TileSeal"T or Boral Meta [Sea l"T:, .. ➢ OSB (unprimed or primed with ASTM D41 primer). L (Vote: i7efer to Section 5.6.4 for uplift limitations associated with direct -deck underloyment.installations where the overlying roof cover is adhesive -set tile roofing 5,6.2 Bond to Base Laver Underlayment, l Cltadel,`Plus, Boral Seal 50"T, Bor"11—aLTileSeal. , Boral,MetalSeal"T or. GatorSeal: ➢ ASTM D226 Type II felt Citadeli.Plus 'For installations 'under mechanically at ached prepared roof covering's, base layer shall'be attached per minimum codified requirements For installations_underacthesive `set the systems, base layer shal1,be attached per minimum requirements of FRSA/TRI ApfIl4Q-1 (04 12), Appendix A, Table 1, or as listed in Sectign 5 6 4 herein, or as tested in accordance with FBC 1504.3.1. _ 5.6:3 'Bond to -.Other Substrate Types:. -Citadel. Plus, Boral TileSeal 50 , Boral TileSeal , Boral•.MetalSeal or:GatorSeal: ➢ ASTM D41 primed metal (e.g:, flashing metal; valley metal; etc.). Boral TileSeal"T: ➢ Huber Zip Deck (unprimed or primed`with ASTM. D.41 primer.); Dens Deck Prime. - Note: For installation .under mechanically attached prepared roof coverings, insulation;'shall-be attached per minimum requirements of the. prepared roof covering manufacturer's.Product.Approval- 5.6.4 Wind Resistance for Underlayment Systems in Adhesive -set Tile Applications: ",FRSA/TRI.April 2012' (04-12) does not address wind uplift resistance of !all underlayment systems beneath adhesive -set tile systems, where the ` underlayment forms part of the load path The following wind uplift limitations-6pply to underlayment systems Ka are'riot addressed ih FRSA/TRI April 2012 (04 12j: and are°used In:adhesive set file applications. Maximum Design Piessure`is the result of testing for wind load resistance baseii'on allowable wind loads, and reflects the ""u'Itimatepassing pressure divided. by 2,(the 2 to 1 margin of safety per-'FBC 1504.9 has already been applied). Refer to FRSA/TRI.Aprif2012 (04-12), Appendix A, Tablq,14,or FBC 1609•for determination of design -wind loads #1 "Maximum -Design -Pressure = --120.0 post: Deck: "K°'''Min:'`15/32-inch plywood to meet project requirements .to satisfaction. .of. Authority Having Jurisdiction. Primer: (Optional) ASTM D41 to -the plywood deck • . Base.Ply:.`; ' Citadel Plus, self=adhered) Cap'Sheetf � Boral TileSeal"T or BoraI Meta lSeal"t, self -adhered, and back-naiiedwithiri tYle`sely , ge-edge side laps using 12 ga. x 1%" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. #2 Maximum Design Pressure = -142.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Ply: None Cap Sheet: Boral TileSeal"T or Boral MetalSeal"T, self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1Y4" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. NEMO:ETC,1I.C:. ' •1 Evaluation Report M35710.12.10=R11 Certificate'ofAothorization #32455 6- EDITION (2017) F.BC NON-HVH2'EVALUATION FL14317=1110 Boral Roof Underlayments; (602) 269.2288 Revision 11:10/12/2018 Page 4 of 8 etc. Vi . ..... .... . .. -15/32-i rich --plywood -iom eet --project— requirements-, -to-.-satisfac�ion -of-!: Atl6thority Having Jdrijdicti6n. Primer: Tropfcar. Roofing Products I410 Quick Dry Primer or other AS'TM'b41 , primer tb'tf fie plywood deck Base Ply: None Cap Sheet: Boral TileSeal" or Boral NAeta'ISea JIT self -adhered, and back -nailed withiri.the selvedge -edge side laps using 12,g&x ly�"; ring shank,�nallsthrough /8!!- diameter tin; caps spaced 127inch o.c. 1 'Deck. 11.5/32-1hch-, plyw6ci�'-t;d"tniBet'-prcijoct,tdq)uieibhidhts to, satisfaction -of i Authority Having Jurisdiction ihl .;KARNAK'#89Star4TakiPrin Cap Shee03f B6raFfilo-Seall%r13orA;h `el If , v -AZga,Tx ;1%'�'ringsh T�tfsihg - #5 Maximum Design Pressure = -120.0 p Deck: Min. 2,500 psi structural Prlmer.�. _.,a,:AST-.M,Q.41 to theiconcret Base Ply: (.Optional) Citadel. Plus,s( A :Cap,Sheet BoralTiloeal HT orpqrpl;p, 5.6.4.1 Note: For adhesive -set tile systems, if 1 ressurelrequireme n s, may not "exdbe 5.7 Exposure Limitations: rvGat&Sii[sKall'66t be le- 'expose .-Porat Til0eal- 5O..HT.p Boral TlleSeaIH I T Q1 installation, prior to placement offinal . Citadet Plus; forruselas a base=layer in 180-days after installation, prior to pis, 5.8 Tile Slippage Limitations fFRSA/TR When loading roof tiles on the un( r,fd,,thd:pIyWddd de&i_i ta'lSiialffi--.gelf=a-dh6red-,' and:'back-'riailed within the,selveclge-edge side laps k,A,aiIsAhrbOgh32 ga.1-'S/V dia meter:ti ni taps spaced.12-inch o.c. )ntrete to meet project requirements to satisfatti.on-of ALiihority:Having -adhered t a.[Sea 111. self -ad hered,:. V 're is a base ply or mid -ply of Citadel Plus in thesys't e'm,,-*t e project design 120 psfi. -j r- 4 ong6r than'30-'daVs"6ft& ffistall6tion, prior to placement' of final roof cover. .Roral.MetalSeal"l shall. not be.left-exposed forJonger, than,180-days after roof cover. a multi Tply .-underibyment-system,!;s.halI not be left -exposed for longer than -ement of subsequent undlerlaymenttlayer. z. I- I- ent in direct -deck the ass6r7ibil-di;.thd,�-m�,ax'Iniu"M eoof'slope shall be as e exceeded -,by using battens during lbadingicif the roof tiles. -4: Tile Maximum Um Profile a Boral Tile$ or,, Flat Max. ,10.,!Vle,stack 6:12 Boral MetalSealHT I Lugged j. .1Vlax..10T:tilestack ;' 6:12 . I � , . . .'. .: , I Boral Ro6f U eria r6en � shall be Utall'6d'in' accordance withli6ril K66fl6g-published 'Installation instructions 6.1 Bor nil y ts ris c rd a .i. V . , 'iic_ n subject to the Limitations set forth in i fSe'dfloh'5 herein and the spekl s oted'below. 6.2 Re -fasten any loose decking panels,! and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Install self -adhering underlayment when ambient and surface temperatures are minimum 407 and rising. NEMO-ErCJLC-', Evaluation Report M35710.12.10-R11 Certificate ofAuthorization #32455 6TH ED1TlON!(2017')-FBC NOWHVHZIVALUIATION, I . - FL14317-R30 Boral Rclof.Unddrlayrnents; (602)269o22M Revision 11: 10/12/2018 Page 5 of 8 r a . ONEMO I etc. 6.4 Citadel Pfus 6.4. 1 Citadel P1Usi S"limited to use as a base or mid -layer in multi -ply underlayment systems. beneath •Bor'a' I TileSeal 50"T, Boral TileSeaF or,.GatorSeal. 6.4.2 Slope limitations are those associated with the top -layer underlayment. "'ciftlhe'_rhombran'e' 1:hto;rnahij6ible le'1 gihsityjflcaIIY`10;tcf12 ftl"Midn' then ifiMbrane parallel to the roof edge, extending over by X-inch. Fold the membrane away from the: edge onto: itself.ri,Remoye the-rPlease sheet. Place -:"the membranewith the exposed r.pbberlized-asphalt onto the deck, pressiiiingfi-r ...Mlylinto place. Roll, -into place with a weighted roller. Fasten the top edge, of the sheet to"the 'deck withcorrosion-roofing.-. nails, nailsl&itin-tags or 1-inch I diameter plastic or steel cap nails spaced maximum 12-inch D.C. Overlap successive�courses�the entire width of the black7selvedge-area,'-.,min!mLim.,2-..Inchesi(I horizontairl'ap)�andr,minimum.6".end,(vertical) laps.- -,—V Jinal -at6p, Cit4d6L. Plus, p6F,-direct-to-cleck' -instructionsJor Boral TileSeal Boral Install underlayment fbybr, ' I 501T TileSea JIT , Boral Metalsea IHT or GatorSeal. -6-A4 -:'To Base, Sheet,.,: - Install base sheet of ASTM D226, Type If felt in accordance with Code reqUir6ments or install base ply of Citadel Plus in accordance with Boral Roofing pulblished installation instructions and Section,6.4.3 a*dd,when used as part of a multi -ply system. n 'Instb 0 Install optional Citadel Plus as a mid-'0Iy'1n`kcordarf_cb with b6irafl k6ofI9_�ULf � 6-lished"" HAI` h%instructions and install final underlayment layer atop Citadel Plus pe.r'lldi,rect-to7deck' instructions for,Boral,iTileSeal 504ri Boral TileSea JIT or GatorSeal. Note: For adhesive -set the systems, ifthere is a.base ply or mid -ply -of Cita del Plus in the system, the project design pressure requirements may not exceed -'120psf. I T.' ..... . ..... 6.-SA- Shallfbe,installed ln:compliance�%Mth-th-el requirement0or ASTM-Dl970,bnderlaymeht-in�,FgC.',.Table 1507.1.1 for the type of prepared roof covering to!b6-installed. ; 6.5.2 Do not use Boral TileSeal 501T on roof pitches less than ,2:12-,-._% 6.5.3. „Non-Tile.Applications; Direct to -Deck:; Al Cut the membrane into: manageable.le.ngths,,typilcally, 10.;toA2 ft.,AlignAhe ;rnembrane parallel to ;the roof edge, "extending roverby'XA n dh-.-rF 61 d -1h e-. membrane away from th e ;e dge, onto Itself., 'Remove the release sheet. Place `.Roll into place with n-e4ft xpose r ckp�"��ingfi'rtniyint"6'olace.;,. ol th �'me`mbra i d'a `h lithe e d u enze sp a 7o o e e a Weighted roller. Fasten the black selveclg4edg6 to the deck with corrosion resistant roofing nails, nails"& tiri-tags or1-inch diameter �e8" maximum lmiiul�m'`12-'inch cH o.c. for slopes plastic or steel cap.nalls spa m 24-inch o.c for slope's -below 7:12 and maxi! 7i12ah,'d,,gt.dat6r,,,Overlap 'su,ccessive,.,courses the entire Width of the , 9 -bladk7 Seal- under end laps --using -Jpproved,:m asik"oir"usie 16in-ed and Folded Seam qr�jfnvertdd' -S heet'Seam J method detailed in Boral Roofing published installation instructions. V;. NEMO ETC, LLC'-'-t Evaluation Report W5710,12.1041111 Certificate of Authorization #32455 6- EDITION (20.17) FBC NON-HVHT.,EVALUATION-' . i I 1 PL14317-RI0 Boral Roof Underl5yrnents;,(602) 269-2288 Revision 11: 10/12/2018 i Page 6 of 8 fONEMOjetc. 6.5.4 Non -Tile Applications, to Base Sheet: I ".'Install�AST�M)D226,��Ty.pe!lI felt.1neaccordaftce.'With Code- requirements or-,insta Citadel'Plus'llmaccorclance with Boral Roofing published installationinstructions an&Section 6,.4.,, .-Insta[U--BoraVTile5eal'501Tih actorcan e!16Vef,ASTM D226;Type112felt-or Ctade'l-PlUs' With Bor6l;Robfing published '-installatiorilinstructions arid,Section6 5k;6xceptend. (vertical) lapsi,described below :::1',. :Apply SBSzMastic tin der -a R end -(vdrtical)l l6ps•or,anylother; laps where the self-:adheHng-`,bitiJm inous underside is in contact with the' fa be, it top,sui rface, rolling the interfacd,int6,',olace,,with:aweighted,rdlldr, 6.6 6.6.f the type of prepared roof cove 6�. 2' DO not 'use Gat6r96alon, r6bf.`F 6.6.3 Non -Tile applications. Direct tc h _* t h d 'Fe g 6 1 r'd rib e6it t' f 6'r A 5 T M' 'D''1'9 10 ii r i , dd' ilayrrie'lit in FS . Clable 1507.1.1 for to be installed .,A", �: , e. r - n I ess,t an �':12. Cut the membrane into manageable ler eXtEiritiffig over by X-finch-.'Foilcl the,merr the membrane with the exposed rubber! 0 .a e Fa"sten`the black 'ss'e'[;v'e-'a-g"'e"'e-dg"e-t'o-'f H6'-d'e, •or.steel. cap. nails ,sp ced- 24-inch .1pstic hs, typically 10 to 12 ft. Align the membrane parallel to the roof edge, 'ane aWaly"frcm the*'e ge onto itself. Remove thereleasesheet. Place d asphaltontothe d6d , pressing irm y in o place;. ' koll`into place with With6606tion-resistant Fo6fi''n"g'n"a'iis;,'n'ails"&tih-tae'O'r 1-inch diameter .c. for slopes below 7:12 and and greater. 'bituminous unaersidels in contact W ith't'h,,,'e"g'-r'a'n:u�'iar;otr'mi"n:e'ral'f 'p "sVr4ice' rolling the _lfiterf6c6J6to place with a weighted roller, or using the Inverted Sheet Seam detailed in Boral Roofing published installation instructions. fir.Til&AWR ",4.,: Install ASTM D226, Type 11 felt in accordance with Code requirements or install CitaidebPlus-in,accorclance with Boral Roofing-p.ublished-installation.:instructions,andrSection.6.4-,--,, 1n`ttaI'l G-8tdfS-d—J &r STMI D226,79peII.f6It6eCft4d l Plus in accordance'W`ith--Bbeal-Rb6fiQoublishddirsiiIIation instructions and Section 6.63 except end (vertical) laps, described below. _ I Apply SBS Mastic under all side, (vertical:) Ia,ps,.or.1any,9ther,laps where the self -adhering bituminous underside is in contact with the granular top surface, rolling the interface into place with a weighted roller. 6.7 6.7.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.7.2 Do not use Boral. TileSea IHT or Boral MetalSipa JIT on roof pitches less than 2:12. 6.7.3 Non -Tile Applications, Direct to Deck: I For 0513 substrate, prime with ASTM D41 !primer and allow to dry prior to installation. Cut the membrane into manageable lengths, typically 10 to 12 ft. Align lign the membrane parallel to the roof edge, extending over by X-inch. Fold the membrane away from the edge'onto itself. Remove the release sheet. Place the membrane with, the exposed rubberized asphalt onto the deck,, I pressing firmly into place. Roll into place with a weighted roller. Fasten the black selvedge edge to the deck with roofing nails, nails & tin -tags or 1-inch diameter plastic or steel cap nails spaced maximum 12'inch 0..c. Civlerlap successive courses the entire width of the black -selvedge area: minimum 3-inch. Seal under all end (vertical) laps using approved mastic or use Inverted Sheet Seam method detailed in Boral Roofing published installation instructions. NEMO ETC, U.C., Evaluation Report M35710.12.10-1111 Cerrifcati ofAuthorizotion #32455 0 EDITIOW(2017) F.BC NON-HVHZ, EVALUATION FL14317;R10 Boral Roof Und erlayrnents;,(602)269-2288 ^ Revision 11: 10/12/2018 Page 7 of 8 It to properly:evaluate the installation of Z y. fo.NEMOjetc. 6.7.4 Non -Tile Applications, to Base Sheet: I nsta 11.�ASTM D226,,Type'd I felt ln--.zccoedance with Cocle, requirements or instalh Cltac16 Pl-usin.-accordance with Boral Roofing published installationin'structicrns.,and,Section 6.4:,,",!, "-,lnstalhBoral:TileSeal.m or Boral'Meta]Sdal"T:(jverASTM:-D226,-T.Vpe,11-felt'or-Citad&17,Plus,,in accordance with Boral Roofing pu bl ishedffittallation -.instrutti6nsra nd, Section- 6.7' .3, except end, (vertical) - la ps;:described. below. APPLOBS'Mastic•under all:end (vdr.tical)' laps'or any other lapsw hdr6,theself=adhetingbitL!mirious underside is in contact with Ihe-.!fabric top,.surface;.rolling the!.interface into place:with.a. weighted roller. 6.7.5 Tile Applications: Reference, is pl� madeto-FRSA TRI-A Manual'a rid -Table - , 1-herein,.using the instructions / , noted abov 6 as a •gui eline. For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet 6 nd self -adhering top, sheet(s), Base Sheet fastening shall be not less thjan FRSA)TRI April �2012-_(04-42), Table 1. For adhesive set tile applications, refer to Section 5.6.4 herein." e-sive-set the systems, fth,er.e` a I Note:'For ad emsj is�a, b ply-qr mid -ply 4 cita'd6l'Plus in the syst6m,,the project design rea I uirements may nofe'keed 7120 psf. pressure _ Refer to Section 5.8 for'the staging limit I ations. Battens must be used for all tile installations ;atop Boral TileSeal" or. Boral. MetalSeaF with- roof,p itches of..2Y2,tq., less than 3:1.2,.-.,Bor I Roof! nq'.s.. Elevated,.kqtten, System or counter a batte'6s.are.requir 0. As'required by the Building Official orAufFlority Having -Juirisdict'i6nin '_0d" r. e is product • Brentwood; NH NEMO1TC, LLC Evaluation Report M35710.12.I0-RII Certificate ofAuthorization #32455 67H EDITIONz(20I7)-F.I3C NON-HVH7 EVALUATION F1.14317-1110 Boral Roof Uhde1r ayments; (602) 269-2288 Revision 11: 10/12/2018 I Page 8 of 8