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OFFICE USE ONLY: DATE FILED.: REVISION FEE: AbA PERMIT # RECEIPT # PL LOPMENT SERVICES BUILD GULATION: DMSION G VENUE`'.i FOR R 3 2-5652 (772)462-1 7 462.4578 APPLICATION FOR BUII, ING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE ,� I ADDRESS:' 7 _ J / o 8 eo Quou k c' /r% 2. DETAILED DESCRIPTION OF PROJECT REVISIONS 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE COUNTY CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTE%IE): 4. _ OWNERIBUILDER INF RMATION: NAME: � ADDRESS: -�- CITY: STATE; PHONE: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): Revised 07/22/2014 STATE: ZIP: FAX: F File COPY - . 5 NOV 2 3 2017 November 21,2017 IB'Y:....................... Attached is the revised energy calculations, manual j, manual d, regarding revision submitted for Permit #1708-0232. Comments made by William Durden on 11/19/2017. Prepared by Josh Putman. Josh Putman -�+ wrightsofte Load Short Form Entire House WebREPS, LLC Job: 7508 Coquina Avenue Date: June 28, 2017 By: Josh Puhmn Plan: 7508 Coquina Avenue 1892 Commerce Avenue, Vero Beach, FL 32960 Phone:800-810-3280 Fax 888-971-2999 Email: sales@vebrepshvaccom web: www.webrepswholesale.00m License: CAC054709 For. Joe Gianna, Habitat for Humanity 2904 Okeechobee Road, Ft Pierce, FL 34947 Phone: 772-460-6336 Htg Clg Outside db CF) 43 91 Inside db (OF) 70 75 Design TD (°F) 27 16 Daily range - L Inside humidity (%) 30 50 Moisture difference (grab) 0 59 HEATING EQUIPMENT Make Goodman Trade Heat Strip Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 100 EFF 8.0 kW 27297 Btuh 27 OF 933 cftn 0.062 cfm/Btuh 0.60 in H2O Method Construction quality Fireplaces Infiltration Simplified Semi -tight COOLING EQUIPMENT Make Goodman Mfg. Trade GOODMAN Cond GSX160301F Coil ASPT36C14A AHRI ref 5756174 Efficiency Sensible cooling Latent cooling Total cooling Actual airflow Air flow factor Static pressure Load sensible heat ratio 13.0 EER, 16 SEER 19600 Btuh 8400 Btuh 28000 Btuh 933 cfin 0.052 cfm/Btuh 0.60 in H2O 0.74 ROOM NAME Area M Htg load (Btuh) Clg load (Btuh) Htg AVF (clirn) CIgAVF (m) Master 159 2579 2247 160 117 mclst 25 327 171 20 9 Bed 2 121 2383 1883 148 98 clst 2 14 0 0 0 0 clst 3 13 0 0 0 0 Bed 3 118 1444 2024 89 106 Bath 1 63 514 306 32 16 Laundry Rm 76 1035 652 64 34 Bath 2 49 55 527 3 28 pnty 9 0 0 0 0 1 2 0 0 0 0 Ntchen 123 1355 3016 84 157 Dining Rm 139 1490 3081 92 161 1 :..;— D— 774 '207n 7An 707 Calculations approved byACCA to meet all requirements of Manual J 8th Ed: C ,� wrightsoft® 2017-Nov-21 10:06:46 Z�'�- +• - „� y�mw Right-Sute®Universal 201818.0.04RSU16998 Pagel +� ...tat for Kmarity PSLX7508 Coquro Avenue #2.rnp Calc= MJ8 Fr°rt Door faces: S 401 nau oc V V V V Entire House 1200 15058 17877 933 933 Other equip loads 0 1707 Equip. @ 1.00 RSM 19583 Latent cooling 6836 TnTAI C 47nn 4cnc4 7GAnn e2.2 VVVV L w vvV JVV Calculations approved byACCA to meet all requirements of Manual J 8th Ed. t wrightsoft® 2017-Nov-21 10:06:46 .• ,en...U•. RigaSute®Uriversal 20l8 l8.0.04 RSU16998 Page 2 tatforHunarityPSL\7508CoqureAvernie#2.np Ca1c=MJ8 FrortDoorfaces: S s Job: 7508 Coquina Avenue - wrightsoft® Project Summary Daile: June 28, 2017 Entire House By: Josh Putrnan WebREPS, LLC Plan: 7508 Coquina Puenue 1892 Commerce Avenue, Vero Beach, FL 32960 Phone: 800-810-3280 Fax 888-971-2999 Email: sales@webrepstwaaoom web: www.webrepswholesale.com License: CAC054709 Project Information For. Joe Gianna, Habitat for Humanity 2904 Okeechobee Road, Ft Pierce, FL 34947 Phone: 772-460-6336 Notes: 7508 Coquina Avenue Port St Lucie FI Weather. Vero Beach Muni, FL, US Winter Design Conditions Summer Design Conditions Outside db 43 OF Outside db 91 OF Inside db 70 OF Inside db 75 OF Design TD 27 OF Design TD 16 OF Daily range L Relative humidity 50 % Moisture difference 59 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12045 Btuh Structure 12720 Btuh Ducts 3012 Btuh Ducts 5156 Btuh Central vent (0 cfin) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 15058 Btuh Use manufacturer's data y Rate/swin multipplier Equipmen1sensibleload 1.00 19583 Btuh Infiltration Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 5432 Btuh Ducts 1404 Btuh Central vent (0 chn) 0 Btuh Heating Cooling (none) Area (ft2) 1200 120D Equipment latent load 6836 Btuh Volume (q 9597 9597 Airchanges/hour 0.31 0.16 Equipment Total Load (Sen+Lat) 26420 Btuh Equiv AVF (cfm) 50 26 Req. total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Make Goodman Mfg. Trade Heat Strip Trade GOODMAN Model Cond GSX160301 F AHRI ref Coil ASPT36C14A AHRI ref 6756174 Efficiency 100 EFF Efficiency 13.0 EER, 16 SEER Heating input 8.0 kW Sensible cooling 19600 Btuh Heating output 27297 Btuh Latentcooling 8400 Btuh Temperature rise 27 OF Total cooling 28000 Btuh Actual airflow 933 cl n Actual airflow 933 cfm Airflowfactor 0.062 cfm/Btuh Airflowfactor 0.052 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.74 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -P�- wrislitsoft- 2017-Nov-2110:06.46 � R • �^�� Right-Sute®Uriversal201818.0.04RSU16998 �•y� � Pagel . tat for K narity PSLX7508 Cogdna Avenue 92np Catc= MJ8 Front Doorfaces: S File, Job #: 7508 Coquina Avenue Performed by Josh Putman for: Joe Gianna 2904 Okeedlobee Road Ft Pierce, FL 34947 Phone: 772-46046336 Sheet 1 WebREPS, LLC 1892 CommeroeXenue Wro Beach, FL 32960 Phone: 800-810-3280 Fax 888-971-2999 wm Amebrepswholesale.com sales@webrepshvaaoom Scale:1 :85 page 1 R jt UNmsal2018 1ao.o4 RSU16998 2017-Nov2110.07:23 yPSU7508CogiiaAi ue#2ap Duct System SJob: 7508Coquina Avenue -�+ wrightsoft®ucSummary Date: June 28, 2017 Entire House By. Josh Putman WebREPS, LLC Plan: 7508 Coquina Avenue 1892 Commerce Avenue, Vero Beads, FL 32960 Phone:800-810-3260 Fax 888-971-2999 Email: sales@webrepshvaocom Web: www.webrepswholesale.com License: CAC054709 For. Joe Gianna, Habitat for Humanity 2904 Okeechobee Road, Ft. Pierce, FL 34947 Phone: 772-460-6336 Bdemal static pressure Pressure losses Available static pressure Supply / return available pressure Lowest fiction rate Actual airflow Total effective length (TEL) Heating 0.60 in H2O 0.24 in H2O 0.36 in H2O 0.227 / 0.133 in H2O 0.079 in/100ft 933 cfm 458 ft Cooling 0.60 in H2O 0.24 in H2O 0.36 in H2O 0.227 / 0.133 in H2O 0.079 in/100ft 933 cfm Name Design (13tuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Mat! Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath 1 h 514 32 16 0.087 4.0 Ox 0 VIFx 21.3 240.0 st2 Bathe C 527 3 28 0.088 4.0 Ox0 VIFX 19.4 240.0 st2 Bed 2 h 2383 148 98 0.097 7.0 Ox 0 VI Fx 15.0 220.0 st3 Bed 3 C 2024 89 106 0.093 6.0 Ox 0 VI Fx 14.0 230.0 st4 Dining Rm C 3081 92 161 0.093 7.0 Ox 0 VIFx 15.3 230.0 st4 Kitchen c 3016 84 157 0.086 7.0 Ox 0 VIFx 23.9 240.0 st2 Laundry Rm h 1035 64 34 0.086 5.0 OXO VIFx 19.6 245.0 Ste Living Rm h 1938 120 104 0.079 6.0 Ox 0 VIFx 39.6 250.0 st5 Living Rrr-A , h 1938 120 104 0.079 6.0 Ox 0 VIFx 39.0 250.0 st5 Master h 2579 160 117 0.100 7.0 Ox 0 VIFx 11.9 215.0 st3 mdst h 327 20 9 0.100 4.0 Ox0 VIFx 13.3 215.0 st3 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FR Opm) (in) (in) Material Trunk st5 PeakAVF 240 207 0.079 688 8.0 0 x 0 VinlFlx st4 st1 PeakAVF 933 933 0.079 746 14.8 10 x 18 RectFbg st4 PeakAVF 422 474 0.079 603 12.0 0 x 0 VinlFlx st1 st2 PeakAVF 183 235 0.086 673 8.0 0 x 0 VinlFlx st1 st3 PeakAVF 328 224 0.097 601 10.0 0 x 0 VinlFlx st1 wrightsoft® Right SuIL-OUniversal201818.0.04 RSU16998 AC(>� ...tatfor Humanity PSLV508 Coquina Avenue #2.nip Calc= W8 Frond Door faces: S 2017-Nov21 10:06:46 Page 1 Name Grille Size (in) Htg (cfm) Clg (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Mal Trunk rb1 Ox 0 933 933 168.7 0.079 528 18.0 Ox 0 - VIFx rt1 Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk rt1 PeakAVF 933 933 0.079 467 14.8 16 x 18 RectFbg wrightsoft® RigH-Sute®Uriversa1201818.0.04RSU16998 tabor Hunarity PSLI7508 Cograna Avarua #2.nQ Calc= MA Front Door faces: 5 2017-Nov-21 10:06:46 Page 2 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 7508 Coquina Avenue Builder Name: Habitat for Humanity Street: 7508 Coquina Avenue Permit Office: City, State, Zip: Port St. Lucie , FL, Permit Number: Owner: Joe Gianna Jurisdiction: Design Location: FL, Fort Pierce County:: St. Lucie (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1212.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.0 1052.00 ft2 b. Frame - Wood, Adjacent R=13.0 160.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1201.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1201.00 ft2 6. Conditioned floor area above grade (ft2) 1201 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(113.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 240 a. U-Factor. Sgl, U=0.63 78.83 ft2 SHGC: SHGC=0.23 b. U-Factor: Sgl, U=0.60 34.17 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 28.0 SEER:16.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Strip Heat 27.3 COPA.00 SHGC: Area Weighted Average Overhang Depth: 2.944 ft. Area Weighted Average SHGC: 0.236 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1199.6 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1199.60 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF Glass/Floor Area: 0.094 Total Proposed Modified Loads: 41.44 PASS Total Baseline Loads: 42.50 hereby certify that the plans and specifications covered by Review of the plans and 1.110 S�,1?, this calculation are in com 'ance with the Florida Energy specifications covered by this indicates 4'0 Code. calculation compliance 4a with the Florida Energy Code. N\\ 0 PREPARED BY: DATE: rf ` -M Z01 -7 Before construction is completed this building will be inspected for compliance with Section 553.908 1Y• .. s. 0 4 "' a * �' hereby certify that this building, as designed, is in compliance Florida Statutes. I 5� COD with the Florida Energy Code. WF OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. vICo 11/21/2017 11:11 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software age 1 of 5 FORM R405-2014 Title: 7508 Coquina Avenue Building Type: User Owner: Joe Gianna # of Units: 1 Builder Name: Habitat for Humanity Permit Office: Jurisdiction: Family Type: Single-family New/E)asting: New (From Plans) Comment: PROJECT Bedrooms: 3 Conditioned Area: 1201 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: 7508 Coquina Avenue County: St. Lucie City, State, Zip: Port St. Lucie, FL, CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_VERO_BEACH_MUNI 2 39 90 70 75 299 62 Low Number Name Area Volume 1 Entire House 1201 9608 Number Name Area 1 Master 159 2 mclst 25 3 Bed 2 121 4 clst 2 14 5 clst 3 13 6 Bed 3 118 7 Bath 1 63 8 Laundry Rm 76 9 Bath 2 49 10 pnty 9 11 1 2 12 Kitchen 123 13 Dining Rm 139 14 Living Rm 228 15 Hall 62 # Floor Type 1 Slab -On -Grade Edge Insulatio 2 Slab -On -Grade Edge Insulatio 3 Slab -On -Grade Edge Insulatio BLOCKS SPACES Volume Kitchen Occupants Bedrooms 1272 No 2 1 196 No 0 968 No 1 1 115 No 0 100 No 0 944 No 1 1 504 No 0 608 No 0 392 No 0 72 No 0 16 No 0 984 Yes 0 1112 No 0 1824 No 0 496 No 0 FLOORS ice Perimeter Perimeter R-Value Area Master 25.3 ft 0 159 ft2 mclst 3.5 ft 0 24.5 ft2 Bed 2 22 ft 0 120.9 ft2 InfilID Finished Cooled Heated 1 Yes Yes Yes 1 Yes Yes Yes 1 Yes Yes Yes 1 Yes Yes Yes 1 No Yes Yes 1 Yes Yes Yes 1 Yes Yes Yes 1 Yes Yes Yes 1 No Yes Yes 1 No Yes Yes 1 No Yes Yes 1 Yes Yes Yes 1 Yes Yes Yes 1 Yes Yes Yes 1 No Yes Yes Joist R-Value Tile Wood Carl 1 0 0 1 0 0 1 0 0 11/21/2017 11:11 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 4 Slab -On -Grade Edge Insulatio clst 2 2.5 ft 0 14.4 ft2 1 0 0 5 Slab -On -Grade Edge Insulatio clst 3 1 ft 0 12.5 ft2 _, 1 0 0 6 Slab -On -Grade Edge Insulatio Bed 3 lift 0 118.3 ft2 _r 1 0 0 7 Slab -On -Grade Edge Insulatio Bath 1 5.3 ft 0 63 ft2 1 0 0 8 Slab -On -Grade Edge Insulatio Laundry Rm 11.3 ft 0 75.9 ft2 ____ 1 0 0 9 Slab -On -Grade Edge Insulatio Bath 2 1 ft 0 48.6 ft2 1 0 0 10SIab-On-Grade Edge Insulatio pnty 1 ft 0 8.5 ft2 1 0 0 11SIab-On-Grade Edge Insulatio 1 1 ft 0 2 ft2 1 0 0 12SIab-On-Grade Edge Insulatio Kitchen 10.3 ft 0 123 ft2 __- 1 0 0 13SIab-On-Grade Edge Insulatio Dining Rm 9.8 ft 0 138.9 ft2 1 0 0 14SIab-On-Grade Edge Insulatio Living Rm 30.8 ft 0 228 ft2 __e 1 0 0 15SIab-On-Grade Edge Insulatio Hall 1 ft 0 62.1 ft2 ____ 1 0 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1265 ft2 200 ft2 Medium 0.9 No 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1200 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Master 38 Blown 159 ft2 0.1 Wood 2 Under Attic (Vented) mclst 38 Blown 25 ft2 0.1 Wood 3 Under Attic (Vented) Bed 2 38 Blown 121 ft2 0.1 Wood 4 Under Attic (Vented) cast 2 38 Blown 14 ft2 0.1 Wood 5 Under Attic (Vented) clst 3 38 Blown 13 ft2 0.1 Wood 6 Under Attic (Vented) Bed 3 38 Blown 118 ft2 0.1 Wood 7 Under Attic (Vented) Bath 1 38 Blown 63 ft2 0.1 Wood 8 Under Attic (Vented) Laundry Rm 38 Blown 76 ft2 0.1 Wood 9 Under Attic (Vented) Bath 2 38 Blown 49 ft2 0.1 Wood 10 Under Attic (Vented) pnty 38 Blown 9 ft2 0.1 Wood 11 Under Attic (Vented) 1 38 Blown 2 ft2 0.1 Wood 12 Under Attic (Vented) Kitchen 38 Blown 123 ft2 0.1 Wood 13 Under Attic (Vented) Dining Rm 38 Blown 139 ft2 0.1 Wood 14 Under Attic (Vented) Living Rm 38 Blown 228 ft2 0.1 Wood 15 Under Attic (Vented) Hall 38 Blown 62 ft2 0.1 Wood 11/21/2017 11:11 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space RAW- le Et In Ft In Area R-NIalue Fraction AhSor Gcade% 1 N Exterior Concrete Block - Int Insul Master 4 12 0 8 0 96.0 ft2 0 0 0.6 0 2 W Exterior Concrete Block - Int Insul Master 4 13 3 8 0 106.0 ft2 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul mclst 4 3 6 8 0 28.0 ft2 0 0 0.6 0 4 N Exterior Concrete Block - Int Insul Bed 2 4 10 9 8 0 86.0 ft2 0 0 0.6 0 5 E Exterior Concrete Block - Int Insul Bed 2 4 11 3 8 0 90.0 ft2 0 0 0.6 0 6 E Exterior Concrete Block - Int Insul clst 2 4 2 6 8 0 20.0 ft2 0 0 0.6 0 7 E Exterior Concrete Block - Int Insul . Bed 3 4 11 0 8 0 88.0 ft2 0 0 0.6 0 8 W Exterior Concrete Block - Int Insul Bath 1 4 5 3 8 0 42.0 ft2 0 0 0.6 0 9 W Exterior Concrete Block - Int Insdlaundry Rm 4 11 3 8 0 90.0 ft2 0 0 0.6 0 10 W Exterior Concrete Block - Int Insul Kitchen 4 10 3 8 0 82.0 ft2 0 0 0.6 0 11 S Garage Frame - Wood Kitchen 13 10 6 8 0 84.0 ft2 0 0.25 0.6 0 12 E Exterior Concrete Block - Int InsuDining Rm 4 9 9 8 0 78.0 ft2 0 0 0.6 0 _ 13 E Exterior Concrete Block - Int InsulLiving Rm 4 15 0 8 0 120.0 ft2 0 0 0.6 0 14 S Exterior Concrete Block - Int InsulLiving Rm 4 15 9 8 0 126.0 ft2 0 0 0.6 0 _ 15 W Garage Frame - Wood Living Rm 13 9 6 8 0 76.0 ft2 0 0.25 0.6 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood Living Rm None .39 3 7 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 None Single (Clear) Yes 0.63 0.23 15.8 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 2 N 4 None Single (Clear) Yes 0.63 0.23 15.8 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 3 E 7 None Single (Clear) Yes 0.63 0.23 15.8 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 4 W 10 None Single (Clear) Yes 0.63 0.23 6.3 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 5 E 12 None Single (Clear) Yes 0.6 0.25 34.2 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None 6 S 14 None Single (Clear) Yes 0.63 0.23 25.0 ft2 9 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 384 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 800.3 43.93 82.62 .1854 5 11/21/2017 11:11 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COPA 27.3 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 28 kBtu/hr cfm 0.7 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS - Supply — — Return — Air CFM 25 CFM25 HVAC # V/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 240 ft2 Attic 60 ft2 Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: N Ceiling Fans: CoolingJan Heatin Feb Jan Feb Mar Mar Apr APr Ma Jun Jul May rl Jun r� Jul Au Aug e SepOct JIS Oct Nov Nov H Dec HDec Ventin Jan Feb X Mar [X] A r [ Ma Jun Jul Au Se [X] Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 11/21/2017 11:11 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 - ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 7508 Coquina Avenue, Port St. Lucie, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.0 1052.00 ftz b. Frame - Wood, Adjacent R=13.0 160.00 ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1201.00 ft2 6. Conditioned floor area (ft2) 1201 b. N/A R= ft2 c. N/A R= ft2 7. Windows- Description Area 11. Ducts Z R ft a. U-Factor: Sgl, U=0.63 78.83 ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 240 SHGC: SHGC=0.23 b. U-Factor. Sgl, U=0.60 34.17 ft2 SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 28.0 SEER:16.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Strip Heat 27.3 COPA.00 Area Weighted Average Overhang Depth: 2.944 ft. Area Weighted Average SHGC: 0.236 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1199.60 ft2 a. Electric EF: 0.95 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CF I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 11/21/2017 11:13 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 M IAM aDADE Q MIAMr--DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sovlecon PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series 11SH 200" Aluminum Single Hung Window—N.I. APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05111/11, with revision C dated 04/22/16, 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: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision`or'cfiange in the materials, use, and/or manufacture of the product or process. ?►� --�_��-� "�ti of any product, for sales, advertising or any other purposes shall auto to comply with any section of this NOA shall be cause for termination ADVERTISEMENT: The NOA number preceded by the word followed by the expiration date may be displayed in advertising lite displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to distributors and shall be available for inspection at the job site at the re This NOA revises and renews NOA# 15-0528.22 and consists of this well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. i MlAMFDADI: COUNTY • . .'a d =t NOA No. 16-05.05;02 Expiration Date: Septe b0f1 Approval ne 16, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0614. 01) 2. Drawing No. MD-SH200-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05111/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0614.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0528.22) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5* Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No.15-0528.22, issued to PGT Industries, Inc. for their Series "SH-200" Aluminum Single Hung Window - N.I., approved on 08/06/15 and expiring on 09/01/16. Manuel "" P.E. Product Contr Exa finer NOA No. 6- 5.02 Expiration Date: September 01, 2021 Approval Date: June 16, 2016 )r-1 GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLYNTH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDINGTHE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAM I-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6• SHEET 4 & 5. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5. SHEET 4. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1Y2' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6, SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINO/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13DO. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURALTEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-6479; ELCO ULTRACON NON ELCO CRETEFLEX NON ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 8 3. HEIGHT �— WIDTH Er1UALUlE PHOVIEW/OWEL 53-1/8" TIP -TO -TIP WIDTH 52.1/8" BUCK WIDTH NO ANCHORS gg.1/8' REQUIRED IN VI918LE LIGHT FLANGE 9' MA' B 3' MAX. FRAME HEAD A I C I 44 6' MAX. FROM -- / VISIBLE CENTER OF MEETING 21' LIGHT 78' RAIL i / I MAX. O.C. TIP -TO 6' MAX. O.C. TIP P, HEIGHT A BUCK / J} HEIGHT 8' MAX. FROM CENTER OF MEETING - RAIL / 23" MAX. D.C. I T} I 9' J L--y8 NO ANCHORS REQUIRED MAX. IN FLANGE FRAME SILL 9' if WIDTH �{ HEIGHT ARCHTOP PROVIEW10RIEL RADIUSTOP EQUAL UM TYP. FLANGE FRAME ELEVATION (TESTED UNIT) DESIGN_PRESSURE RATING _ IMPACT RATING VARIES, NOT RATED FOR SEE SHEETS 2 & 3 1 IMPACT RESISTANCE STANDARDS USED: �2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION _ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2010 •AISI-S1 OO-071S2-2010 ;�It i'tllf/i. (N 52 A LYNN MILER, P.E. P.E 4 58705 52-1/8' BUCK WIDTH 49-1/8' VISIBLE LIGHT I I 35.112' VISIBLE LIGHT / I C I I II L— n. BUCK HEIGHT I D 6' MAX. O.C. TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES ..............._ ....... 1 ELEVATIONS ................................ 1 DESIGN PRESSURES ........... .2 & 3 INSTALLATION, FLANGE ............. 4 INSTALLATION, INTEGRAL FIN... 5 ANCHOR QUANTITIES ................. 6 GLAZING DETAILS ....................... 7 CORNER ASSEMBLY ................... 7 EXTRUSION PROFILES................6 PARTS LIST...................................8 FRODUCTRGVISFD m complying with dw Floods Building Oode :F •6$06.0 Aocaptence No 2 pilot' Dora Q ) BY e Revbad By. JR Data: 04/22/16 Rwlsfm ORRECTED SASH HEADDED IG IGHTS Miem Dade Product Con Rovbed By: Date: Rarlsion: ® Deaafplbn: GENERAL NOTES & ELEVATION Drawn W. J ROSOWSKI 1070 TECHNOLOGY DRIVE VIM: wm: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P.O. BOX 1529 NOKOMIS; FL 34274 Sams/Modal: Scab: Sflee@ DrawlnD No. Rerr. CERT. OF AutH. j129298 SH-200 NTS 1 OF 8 MD-SH2O0-01 m r8r Q m 3 � 3 W m m n W N + N N � 0= � O � � � O W 7 0 �• � � W O'l S � � � W � OZ � N N m S N N � N Oj � � N � 2 D Q _ j (� m a 2 N N m� m � Qa T T S �m� A� C � m C ���$� C� � � fD ? m 3 f ,Y'n o 0 o w o 0 o ,��' V o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 o IA c z O m O 2 yy� m =pi 2 Z O X m m 0 u ON D 2 -i m A T Z C p 2y � m ��0C --i m 0 vl In maim O M G1 -1 ;; zM)> z Nw = N Or! U0 zo z Gf mm �zx 9 C OZ D� �q —_ a Z z p D d SI9 N _ _ ___— _____ � 07 � 'O nM p 2 a� m W W c�D ,4 CD mm AA `m W m m m m b D D rD � n In = v ' JR 04/22/16 EIGHfRANGEH J ROSOW5K1 p c ' " ' •.:� Racked By. Dole: Rwblml: Dram Dahl 05/11/11 DESIGN PRESSUREA c p: % '• „> 107D TECHNOLOGY DRNE 7R/e: M ; GJi;�M1.. _ . N. �' �Xg 75 SINGLE HUNG WINDOW INSTALLATION o NDKOMIS, FL 34274 Serb/Mod� Scdc SM1eaf: dvrtrg Ne. Rer ...N CERf. OF Allies. /29298 SH-200 NTS 2 OF 8 MD-SH2O0-01 C m H Gh N UP P a m 3 7 O u w > 1 y 1 D y 01 w TABLE 4• TABLE 2: PROWLTItainS ID ns complying mtlt die Flmrldd Building Cade Accepufnce No iG�• .02 e<p;.Wian Dae 71 Bu 3aimni lode rrpduct U Y TABLE 3: r- In o �� o O W 0 N Q o oD Z O W 7 FIGURE A: SASH t�i = M CROSS SECTION In O (WITH I.G. GLASS) LU LU Z NZ I' W f 9 III II N LU Z it i v it Ii j gg II II � � g Z W N II' ij � ( _ I.SASH f � fn VISIBLE LIGHT I�! Ii HEIGHT LOU I Z HEIGHT �jl �j o: I. In df l SASH HEIGHT - 3-9116' m II II ® ONq�'t N 7lS NA .. I a III I.1 p�x� III II = �.� o a o� _ u �, . \' �1 NOTES '.%f . : fC. 5;';7,:5 1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS _ TYPES B - J. NOT APPLICABLE WITH 118• ANNEALED GLASS (TYPE A). _ ,�u �'� r •( 'i 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR ,�-I _ zI L HEIGHT DIMENSION SHOWN ON THE TABLE. •,tz, r,ORtila.•';r: A. LYNN MILLEuR, P.E. WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 53'. P.E.q 58705 Maximum Sash Heighl� Design Preatiure (Ibslft2) for Glass Type B -J, Fin Window Height' (see Figure A, this sheet) &Flange Frame Maximum Window Widths 19.1/8° 28-1/2" 33" 3T' 41" 45' 49" 53-1/B" 23" 115l18" (Equal Lite) +55.0 -90.0 +55.0 •�.0 +55.0 �D.O +55.0 -90.0 +55.0 -90.0 +55.0 -9D.D +55.0 -90.0 +55.0 �0.0 under 18Af18" +55.0 -90.0 +55.0 •90.0 +55.0 50.0 +55.0 •80.0 +55.0 430.0 +55.0 -84.3 +55.0 78.0 +55.0 72.9 37" 184a/18" (Equal Lite) +55.0 4)0.0 +55,0 ;30.0 +55.0 -9D.0 +55.D 4)0.0 +55.0 ;30.0 +55.0 -�.0 +55.0 51.1 +55.0 -73.4 over 18;3/18" +55.0 .90.0 +55.0 50.0 +55.0 -90.0 +55.0 ;)0.0 +55.0 -90.0 +55.0 -84.3 +55.0 78.0 +55.0 •72.9 underl5.7/8" +55.0 4)D.0 +65.0 •80.0 +55.0 -90.0 +55.0 •90.0 +55.0 58.5 +65.0 51,8 +55.0 75.0 +55.0 •fi8.5 15.718" thN 19�l16" a +55.0 •80.0 +55.0 43D.0 +55,0 -90.0 +55.0 ;30.0 +55.0 -90.0 +55.0 $7.9 +55.0 -78.8 +55.0 71.2 �8„ 19.1/4" (Equal Lite) +55.0 •80.0 +65.0 •80.0 +55.0 -90.0 +55.0 -90.0 +55,0 -90.0 +55.0 -87.9 +55.0 -78.8 +55.0 -71.2 Deer 19-1/4" +55.0 -90.0 +55.0 •90.0 +55.0 SD.O +55.0 -9D.0 +55.0 58.5 +55.0 •81.8 +55.0 dS.O +55.0 58.5 under 19-0l10" +55.0 -90.0 +55.0 .q0.0 +55,0 �0.0 +55.0 •86.5 +55.0 50.2 +55.0 73.2 +55.0 -88.3 +55.0 59.7 19.9/18" lhN 22-1/2" s +55.0 -90.0 +55,0 90.0 +55.0 -�.0 +55.0 -90.0 +55.0 59.1 +55.0 -78.5 +55.0 -70.0 +55,0 53.0 45" 2&9/1fi• {Equal Lite) +55.0 430.0 +55.0 •90.0 +55.0 •90.0 +55.0 430.0 +55.0 59.3 +55.0 -78:5 +55.0 -70.0 +55.0 $3.0 Deer 22-9/18" +65.0 -80.0 +55.0 -90.0 +55,0 •90.0 +55.0 •88.5 +55.0 �0.2 +55.0 -73.2 +55.0 •88.3 +55.0 59.7 under20-1/8" +55.0 SD.D +55.0 -9D.0 +55.0 -88.0 t55.0 •81.6 +55.0 75.7 +55.0 59.2 +55.0 •82.8 +55.0 57.7 20-1/8" lhN 24-1f2" s +55,0 4)0.0 +55.0 430.0 +55.0 •90.0 +55.0 �D.O +65.0 54.8 +55.0 -74.2 +55.0 -85.9 +55.0 59.1 �" 24;)!18' (Equal Lite) +55.0 •90,0 +56.0 -90.0 +55.0 •90.0 +55.0 -90.0 +55.0 54.8 +55.0 74.2 +55.0 55.9 +55.0 59.1 over 245/18" +55.0 -90.0 +56.0 430.0 +55.0 58.0 +55.0 •81.8 +56.0 -75.7 +55.0 -89.2 +55.0 5'1.8 +55.0 57.7 under ZO-13/18" +55.0 -90.0 +56.0 -90.0 +55.0 .83.5 +55.0 79.1 +65.0 -74.0 +55.0 -87.3 +55.0 •81.9 +55.0 56.9 ZO-13116" thN 255/18" s +55.0 50.0 +55.0 50.0 +55.0 -90.0 +55.0 -80.0 +55.0 -83.2 +55.0 -72.T +55.0 $4.5 +55.0 57.8 50ar/8" 253/8" (Equal Lite) +fi5.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -83.2 +55.0 -72.7 +55.0 54.5 +55.0 57.8 over 73�18" +55.0 -90.0 +55.0 •90.0 +56.0 53.5 +55.0 -79.1 +55.0 -74.0 +55.0 57.3 +55.0 -81.9 +55.0 -58.8 under 24-15/16" +55.0 -87.9 +55.0 -75.6 +55.0 �5.7 +56.0 •62.3 +65.0 �0.0 +55.0 56.6 +53.2 53.2 +49.6 -09.8 34-15/16" 1hN 30-1/2" 3 +55.0 -87.9 +55.0 •75.8 +55.0 -74.1 +55.0 -74,1 +55.0 -74.1 +55.0 �5.5 +55.0 •57.5 +51.1 51,1 61" 3043/18' (Equal Lite) +55.0 57.9 +55.0 -75.8 +55.0 -74.1 +55.0 •74.1 +55.0 -74.1 +55.0 •85,5 +55.0 57.5 +61,1 51.1 Deer 305/18" +55.0 57.8 +65.0 -75.8 +65,0 -74.1 +55.0 -74.1 +55.0 -74.0 +56.0 55.5 +55.0 57.5 +51.1 51.1 lender 253/4" +55.0 •83.9 +55.0 71.7 +55.0 52.0 +55.0 59.9 +55.0 57.8 +54.5 54.5 +51.3 51.3 +48.3 �8.3 25�l4" II1N 31-1l2" s +55.0 ,83.9 +55.0 -71.7 +55,0 $9.4 +66.0 $9.4 +55.0 -88.4 +55.0 $4.5 +55.0 58.5 +50.2 50.2 � 31.9l16" (Equal Lite) +55.0 83.9 .7 +55.0 59.4 +55.0 $9.4 +55.0 •89.4 +55.0 $l.5 +55.0 56.5 +50.2 50.2 Deer 31-9/18" +55.0 •83.9 .7 +55.0 59.4 +55.0 •89.4 +55.0 •69.4 +55.0 $4.5 +55.0 56.5 +50.2 50.2 under29�/4" +55.0 58,3 .3+52.1521+51.551.5+51.551.5+51.551.5+50.050.0+46.4-06.429314"thN36-1/2"+55.0-88.3.3+52.152.1+51.551.5+51.551.5+51.551.5+51.551.5+48.4-06.4 73"36.g/18"(EqualLute)+55.0�8.3.3+52.152.1+51.551.5+51.551.5+51.551.5+51.551.5+46.4-06.4 471,.7 oeer385/1fi"+55.058.3.3+52.152.1+51.551.5+51.551.5+51.551.5+51.51.5+48.4-00.4 under31�/4°+55.0-62.5.8+46.3-06,3+45.2-45.2+45.0-45.0+45.0�5.0+45.0-46.0+45.0�5.0 78"31.3/4"thN39"a+55.052.5.8+48.3-06.3+45.2�t5.2+45.0-05.0+45.0-45.0+45.0�5.0+45.0-05.039.1118"(EqualLile)+55.0-02.50.8 +48.3 •46.3 +45.2 r15.2 +45.0 -45.0 +45.0 -45.0 +45.0 •�5.0 +45.0 -05.0 Tip -to -tip dimensions br flange windows shown. For In windows or buck dimensions, subtract V. s Ctier�l sash height. For clear daylight height, subtract 3-9/1 W. a Size range Includes the standard Pro -View (3aeer-2 configuration) rod the gieen Window Height. For Deerafl sash width, subtract 2-15/1fi" Rom the buck dimension. Monolithic Glass Types A 1/B"Annealed B 118" Tempered C 3f16" Annealed D 3116" Tempered E 1/4" Annealed F 1/4' Tempered Insulated Glass Types G 118" Annealed, 1/4" Airspace, 1/8" Annealed H 3118" Annealed, 3/16" Airspace, 1!8" Annealed I 1/8" Tempered, 1/4" Airspace, 1/B" Tempered J 3/16" Tempa2d, 3/18' Airspace, 1/B" Tempered INSTALLATION DETAILS FOR FLANGE FRAMES .-_. .._.._- OPTIONAL ADDON @3 INSTALLATION FLANGE @ HEAD, OPTION 1 SILLBJAMBS CURVED HEADER INSTALLATION INTO WOOD_y 2X, SEE NOTE 2, THIS SHEET. EMBEDMENT J \ \ �1W . MAX MAX AX SHIM SHIM 3 TYP. ANCHOR TYPE, EMBEOMENTAND I� 1.465" I EDGE DISTANCE II II 1 I 1 II PER SUBSTRATE, II INSTALLATION i 1 Ij SEE TABLE 5.THIS 36 SHEET. . OPTION 1 VISIBLE �I STRAIGHT HEADER LIGHT HEIGHT ji 61 INSTALLATION ONTO WOOD 2X. NO ANCHORS. Ii 30� REQUIRED AT HEADER, rl� 41 2.761' BUCK HEIGHT I - EXTERIOR I HEIGHT 37 C 13 2.254' 2X WOOD BUCKSTRIP. SEE NOTE 2, THIS SHEET. l In VISIBLE LIGHT HEIGHT- - I., CONCRETE/CMU CONCRETE/CMU PER ANCHOR PER ANCHOR TYP. ANCHOR EMBEDMENT REQUIREMENT REQUIREMENT TYPE . 3 " ^ EMBEOMENTAND 1/4• MAX 41 27 EDGE DISTANCE SHIM PER SUBSTRATE, EDGE 12 61 (10 SEE TABLE 5, DISTANCE / IF THIS SHEET. TYP. ANCHOR EMBEDMENT TYPE, 38, i" .. EMBEDMENT EDGE ANDEDGE ------ / I/ DISTANCE DISTANCE PER SUBSTRATE, __ _—_ -- __ �\ SEETABLE5, 32-35 THIS SHEET. 43 64 EXTERIOR INSTALLATION INSTALLATION INSTALLATION 3 OPTION VISIBLE LIGHT WIDTH ANCHORS INSTALLATION BUCK WIDTH THROUGH 1X BUCKSTRIP ANCHORS DIRECTLY ► •- TIP -TO -TIP WIDTH INTO MASONRY. INTO MASONRY. HORIZONTAL SECTION A -A EGRESS FORMULAS v —�{ 1/4" MAX. SHIM #12 STEEL SELF -DRILLING SMS (G5), SEE ---\ g TABLE 5, THIS f / SHEET USE EITHERLATCH INSTALLATION (# 29) OR BOTTOM LOCK OPTION 4 3235 (#11).TESTED INSTALLATION UNITLOCATION: ANCHORS 6-516' FROM DIRECTLY INTO jj fidI VENT END. METAL, DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR EXTERIOR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 5, THIS SHEET. ID Anchor Group Anchor Substrate Min. Edge Distance Min. Embedment A 114' 410 SS CreteFlex Ungrotued CMU, (ASTM C-90) 1314' 1-1/4" g #12 Steel SMS Screw (GS) P.T. Southern Pine (SG = .55) 9116, 1-3/8" Aluminum, 6063-T5 min. 3/8" 1/8"• Steel Stud, Gr. 33 min. 3/6, 0.0346 (20 Go)* A36 Steel 3/8" 1/8"• 114" 410 SS CreteFlex P.T. Scuthem Pine (SG = .55) 1' Concrete (min. 3.35 ksi) 1' 1" Ungrouted CMU, (ASTM C-90) 1314" C 1/4" Steel Utracon P.T. Southern Pine (SG = .56) 1" 13/B" Concrete (min. 2.9 kai) 1' 13/9" Ungrouted CMU, (ASTM G90) 2-117' 1-1/4" (EQUAL-LITE) WIDTH: TIP -TO -TIP WIDTH - 4' HEIGHT: TIP -TO -TIP WIDTH/2 - 6.5/16' VISIBLE LIGHT FORMULAS (EQUAL-LITE) WIDTH (SASH): TIP -TO -TIP WIDTH - 5-1J16' WIDTH (FIXED): TIP -TO -TIP WIDTH - 4' HEIGHT: (TIP -TO -TIP HEIGHT - 7-1116'y2 T� NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-12-THICK ARETO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-10THICK OR GREATER. IXAND 2X BUCKS PRODUCTREVISP.D 2 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE as complying with the Florida ENGINEER OR ARCHITECT OF RECORD. Building Code nrceptanmNo I6-O p2I 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO ,., .,I,/ Ravbsd9y: Data: R-Won: OPENING) IS BxpirelionDamt22 REFERRED TO AS DAYLIGHT �;'N/.1 �, J R MEASURED FROM BEADING TO BEADING. `�,�`Qey......... v(e04/22/16 NO CHANGE •' `ICENSc .'•Si1 Rwned Data: R.dskn: 1/4' MAX SHIM •�:•: gY• Jdiam' adc n NO ANCHORS • .. CONCRETE PER REQUIRED IN ANCHOR FLANGE .' REQUIREMENT FRAME SILL VERTICAL SECTION B-B se?os ® 1)..dpv= Dcarn By: FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI Dot.: 1�.: 1070 TECHNOLOGY DRIVE Till.: �~ '' •: �' ' '> N. P.o I eoxFisss275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 ' livi •;ii°y- `•:-` �� `' NOKOMIS; FL U274 S.H-IMudd: SmN: SHeet Ikow-no No. Rev: • A.LYNNMjU_'ER,P.E. CERT. OF AM. f29296 SH-200 NTS 4e OF 8 MD-SH2O0-01 C P.E,# 58705 INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION J OPTION 5 7..... CURVEDHEADER EDGE INSTALLATION DISTANCE ANCHOR(SCREW) THROUGH THE FIN EDGE DISTANCE 6 1.485" 2X WOOD. SEE NOTE 2. THIS SHEET EMBEDMENT VISIBLE i LIGHT HEIGHT I II h I I r F�2-- IOR 2.751' a BUCK HEIGHT 37 VISIBLE LIGHT HEIGHT a 43 2.254' 31 TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. NUr INSTALLATION OPTION 6 INSTALLATION ANCHOR (NAIL) THROUGH THE FIN 114° MAX SHIM TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. USE EITHER LATCH (R 28) OR BOTTOM LOCK 32-35 (811).TESTED UNIT LOCATION: 651B• FROM B4 VENT END. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET 2X WOOD, EMBEDMENT SEE NOTE 2, THIS SHEET EDGE 2X WOOD' DISTANCE L- SEE NOTE 2, THIS SHEET EDGE —��_ , 1 DISTANCE 1 EMBEDMENT 1/4'MAX SHIM e— EDGE DISTANCE EDGE DISTANCE 1/4'NIAX SHIM --►{ 1/4'MAXSHIM I TYP. ANCHOR TYPE, EDGE DISTANCE EMBEDMENT AND EDGE 2X WOOD, SEE DISTANCE PER SUBSTRATE, I II I NOTE 2, THIS SEE TABLE 6, THIS SHEET. l/ SHEET HORIZONTAL SECTION C-C I EMBEDMENT 11 -L==a U TYP. ANCHOR TYPE. � INSTALLATION EMBEDMENT AND EDGE � 24 li DISTANCE PER SUBSTRATE, INSTALLATION ------- lJ OPTION 6 II SEE TABLE 6, THIS SHEET. 64 INSTALLATION ANCHOR INSTALLATION OPTION 5 2-35 OPTION E INSTALLATION 43 EXTERIOR (NAIL) THROUGH THE FIN STRAIGHT HEADER ANCHOR (SCREW) VISIBLE LIGHT WIDTH — INSTALLATION ANCHOR THROUGH THE FIN (SCREW) THROUGH THE FIN BUCK WIDTH EGRESS FORMULAS (EQUAL -CITE) MULLION SECTION WIDTH: BUCK WIDTH-3' 7WITHIFIN lHEIGHT:BUCK HEIGHT/2-5.1y16• DADE APPROVED MULLION, MAY BEIL�INSTALLATION VERTICAL OR HORIZONTAL. MAX. VISIBLE LIGHT FORMULAS 1/4°SHIM. SEE SUBSTRATE OPTION 7 PROPERTIES, TABLE 6,THIS SHEET. (EQUAL-LITE) INSTALLATION WIDTH(SASH): BUCK WIDTH-4-1/16'ANCHOR(SCREW) .SHIM Y / WIDTH(FIXED): BUCK WIDTH-3THROUGHTHEFIN EXTERIOR✓ HEIGHT:(BUCK HEIGHT-6-1/16')/2 �J k10 STEEL � I ��il�l SELF -DRILLING SMS (GS) EXTERIOR �Jl ALUMINUM/STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. NOTES PRODUL I' REVISED u, wmplyine with the Fltxida 1 USE ONLY SUBSTRATE • MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. DU -6C.& 16-OsoS, 02 1!4' MAx SHIM ) ' I I I I I : ; nM APPROPRIATE THIS SHSLISTED E. piretiw: Dato •�`) •�^ ':� Revised BY: Dole: Revbion: ON TABLE 6 OF THIS SHEET. .,�', �`i;Y , � �I;t//"�i� FOLLOW EMBEDMENT AND EDGE ;�t �� 10Ei1� _ JR 04/22/16 NO CHANGE By PET..E DISTANCE LIMITS. ANY ' Miomnde Product Ceat:orNCE INSTALLATION OPTION SHOWN - Revised By. Data: Revblon: ` yt' ' _ MAY BE USED ON ANY SIDE OF THE - iio. Sb'f05 EDGE WINDOW. - f in D.-Aptiom Om n BY: DisrANCE-t; . // FIN FRAME INSTALLATION DETAILS J ROSOWSKI 2) 2X WOOD FRAMING OR BUCK, �^ •. S .2• �,0 (,U Anchor Substrate Min. Edge Distance Min. Embecment 2-1/2• x .113" Box Nail P.T. Southern Pine (SG - .55) 112" 2.7116" 2-1/2" x .131" Common Nail P.T. Southern Pine (SG = .55) 9116° 2.7/16" 2-1/2" x .145' Roofng Nall P.T. Southern Pine (SG = .55) 9/16' 2-7/16" #10 Steel SMS Screw (0) P.T. Southern Pine (SG - .55) 314" 113/8" Aluminum, 8083-T5 min. 316" 1/8" Steel Stud, Gr. 33 min. 318" 0.036 A36 Steel 3/8" 1/8" EMBEDMENT 1-1/2 THICKORGREATER. iF —� 2X WOOD, SEE NOTE 2, THIS SHEET 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT 0PENING)18 MEASURED FROM VERTICAL SECTION D-D BEADING TO BEADING. (�,, •, S .'... �.'� .-;:(.071n1''.•�r:� �.. •. •• "�� �::,r • •"' Ceti?' . ' %� . ; t? .1�^-•,I, A. LWd kLLER, P.E. PEA 5e7D5 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS; FL 34274 CERT. OF AM. 129296 INGLE HUNG WINDOW INSTALLATION 05/11/11 nlee/Modet Sdale: Shoat Drm.9 No. Rer. SH-200 NTS 5 OF 8 MD-SH2O0-01 C TABLE 7: Anchor Quantities Required, Flange Frame PRODUCTREVISED Muh—rn Window Width' . c VIyin8 with the Florida 19-VB• 2&VT 33° 3T 41' 45' 46' S11/8' Bmldiap.. rode )�•OCjO Ac,waptsace No b2 1:1t rat Data 2( Mulmum Group A i+ouP B Group Group A Group B Group C GroupA Group B Group C Group A Group B Getup. Group A Group B Group C Getup A Getup B Group C Group A Group B Getup Group A Getup B Group Window Haigh Sash A, thl, lase Flyun A. WV beat) ¢ ¢ 3 ¢ ¢ 3 ¢ S ¢ 3 ¢ Sg ¢ S ¢ ¢ S ¢ f ¢ S ¢ S ¢ S ¢ f ¢ S ¢ F ¢ i z S ¢ i ¢ ¢ S ¢ i ¢ S ¢ E ¢ f ¢ s ¢ S ¢ S ¢ i ¢ f ¢ g ¢ is ¢ f ¢ m ¢ i ¢ m ¢ i a! m ¢ i ¢ S ¢ g ¢ m ¢ F ¢ a; m i ¢ m ¢ S m m m 33 Af o f hoducl 23' 11409' (Equa Lilo) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 undert&9116' 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 213 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 Y U 37, 1&WIG' (Equal Ut.) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 over 18-9116' 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 under 15-7/8' 2 2 .2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 O 0 4 38-7/6' 15-71819uu 1&3H6 a 1&1/4' (Equal Lit.) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 3 3 2 9 3 2 2 2 2 2 2 2 3 3 2 3 3 2 2 2 2 2 2 2 3 3 2 3 3 3 2 3 3 2 2 2 3 3 2 3 3 3 2 3 3 2 2 2 3 3 2 3 3 3 2 2 3 2 2 2 0 Z O N over 1&1l4' 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 9 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2' 4 2 3 2 3 2 4 2 3 2 3 under 1&S116' 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 3 2 3 2 -� Q _ d 19.6/18' tluu 22-112- e 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 3 3 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 ' 45' 22.911W (Equal Ule ) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 w c1 over 22.9/16' 2 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 / 2 9 2 3 2 4 2 4 2 3 2 4 1 4 2 3 2 4 Z 4 2 7 2 4 2 3 2 3 under 20-tie• 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 N O ltT;i Z W O 2D.11a' Buu 24-11Y a 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 9 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 3 9 3 2 3 2 3 2 3 2 3 2 I� 49• 24-WlW (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 9 2 2 I� C W cOj = jl 5£f O owr24-911V 2 2 2 2 2 2 2 a 2 ] 2 3 2 4 2 3 2 3 2 4 2 4 2. 3 2 4 2 4 2 9 2 { 2 4 2 3 Z / 2 1 2 3 2 4 2 4 2 3 �I under 2D-13/16' 3 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 l VISIBLE SHEIGHT HT SASH 2a13116• thm 25-&16' a 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 3 3 3 2 3 2 i HEIGHT Ur Z Z Z 25.1/8' (Equal Lae) 2 2 2 2 2 2 2 2 2 2 2 2 ] 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 _ I� over 25-Vir undar24.15/16' 2 3 3 3 2 3 2 3 2 3 2 3 2 4 3 3 2 3 9 3 2 3 3 3 2 4 4 3 2 4 4 3 Z! 3 3 2 4 4 3 2 4 9 ] 2 3 3 3 2 4 4 3 2 4 4 3 2 3 3 3 2 5 4 3 2 4 4 3 2 3 3 3 2 5 4 3 2 4 4 3 2 4 3 3 2 5 4 3 2 4 4 2 3 4 3 3 SASH HEIGHT �I -3.9116- ji N Z 34_15116lhru 3&1/2' ' 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 ] 3 2 3 2 4 3 4 3 3 2 4 3 3 3 3 2 4 3 3 2 3 2 4 3 3 2 3 2 1pS 61• 30.9116' (Equal Ute) 2 2 2 2 2 2 2 2 2 2 T 2 3 3 3 3 2 2 3 3 3 3 2 2 J 3 3 3! ] 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 d� 0 W • N t owr3&9/16' 2 3 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 4 2 3 2 4 2 4 2 3 2 4 2 3 2 3 I( ) urder25314' 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 J 2 S 2 4 2 3 2 5 2 4 2 4 2 5 2 4 2 4 2 ji �' = J = 25.3I4• Buu 31.12" 2 2 2 2 2 2 3 2 2 2 2 2 3 T 3 2 2 2 4 3 3 2 3 2 4 3 3 3 3 2 4 ! 4 J J 2 4 9 J 2 3 2 4 9 S 2 3 2L i V ' a Q N �� 31.9/16' (Equal Uto) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 J 3 3 ! 3 3 3 3 3 3 2 2 over 91Al16' 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 Z 3 2 4 2 9 2 3 3 4 2 4 2 3 3 4 2 4 2 3 9 4 2 4 2 J 3 4 2 S Z J 44rr e und.r28a/4' 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 4 2 4 2 �• 2G3t4• thro 3&1/2' a .3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 1 9 3 2 3 2 4 3 4 9 3 T 4 3 4 3 3 2 6 e N 3&9/1V (Equal Lit.) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3awr36-Wis• 31-W4' 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 3 2 2 3 $22 2 2 3 3 ff32 2 2 3 4 3 2 3 3 3 2 2 3 2 2 3 4 3 2 3 4 3 2 2 3 3 2 3 4 4 2 3 4 3 2 3 3 3 2 3 5 4 2 3 4 3 2 2 3 2 3undo Zu m ON7W �j o p 31-314' afro 30' a 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 9 2 3 2 3 3 3 2 3 243 3 2 3 2 4 3 4 3 3 2 FIGURE A: SASH CROSS 39-1/1S'(EqualUle) 2 2 2 2 2 2 2 2 2 T 2 2 T 2 2 2 2 2 3 2 3 3 3 9 2 2 3 3 3 3 2 2 3 3 9 3 3 3 3 3 3 3 3 3 SECTION (WITH ?? d Tip-tlp dimensions for Range Windows shown. For buck dimensions, subtract 1' MONOLITHIC GLASS) o z z 2 Overall sash height. For clear daylight height, subtract 3-9/18'. Size range Includes the standard Pn3-View (3-over-2 configuration) for the given Window Haight. rb 4• FROM \ / 9' MAX 'MR'refers to'Meeting Rell'. SEAM �/ FOR ALL 111 For overell sash width, subtract 2-15/16• from the bode dimension. // \ FLANGED � ,0 ' ^=tiS: '•.Fr �'.•-• \.•`... ,/ WINDOW HEIGHT -SASH HEIGHT CANNOT EXCEED 63'. WINDOWS WITH �` ' • -h '. ACURVED 1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION HEADER, AN ,io. W"Ll'i ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. ADDITIONAL ANCHOR IS 2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1. REQUIRED AT ' �'-.' �• r V.j:: THE CENTER OF,`^_•, 3 FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH THE HEADER. •, F! C::.; Jt:. ,.' '� ' ', ' • G' OR HEIGHT DIMENSION SHOWN ON THE TABLE. �„ ..... ArP LY 158705 P E 4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. Ep 1" WEEP NOTCH @ EACH END 90° CORNER FRAME ASSEMBLY I 50 51 MITERI WI WELDS AT SCREW BOSSES ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ANGLEDICURVED FRAME ASSEMBLY 1/8' ANNEALED OR 3116' ANNEALED OR TEMPERED GLASS TEMPERED GLASS 31 GL 1/8" GLAZING DETAIL GLASS TYPES A & B STRUCTURAL 114• NOM POLYISOBUTYLEN WITH DESICCANT /� EXT. GLASS U/ —INT. GLASS 3z KODISPACE 4SG TPS 318" NOM. GLASS SITE 3/16" GLAZING DETAIL GLASS TYPES C & D STRUCT SILK DESIC EXT. GLAI 90° CORNER FRAME ASSEMBLY ANGLED/CURVED FRAME ASSEMBLY f'I10DUCT REVISED ns complying with dw Flurida a" inI Curie AccepIantx - 161-0 2. Expim!irn Da!n 1 h{iwn' Dnde Product 27 rg�, 1' WEEP (n O O II � 8 EACHNOTEND d 50 51 bbbb yxtl d J O = - S 1— 1— to LU 50 51Do LL MITERED FRAMEE WITH FRAMFLANGE FRAME a 4 Q f% WELDS AT SHOWN, FIN SCREW BOSSES FRAMESIMILAR ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL 0 o J (D Z Q LfS ASSEMBLY DETAILS FOR FIN FRAME_ CORNERS (n 12'NOM. 12'NOM. GLASS STACK �- GLASS STACK 1/4" AIRSPACE 3116' AIRSPACE J M W Z_ f0 114. ANNEALED OR 1/8' ANNEALED OR 3l18' ANNEALED OR TEMPERED GLASS 1/8' ANNEALED OR TEMPERED GLASS 1f8" ANNEALED OR TEMPERED GLASS TEMPERED GLASS - !— TEMPERED GLASS a N N Z I 62 ' I I I 63 ' 43 I 64` 'p 8 = N 42 43 W I W 3/6'NOM. I W8'NOM. II it U� 3!8'NOM. Ij II �1s Z J = GLASS BITE III G; ASS eITE j it GLASS BITE i i Ij Jet .60 '''$$$ p O Z 6 `J �i Z 36 39 J ' I 6 Li I 32-35 32-35 7 7 CI � fO ® ON ON 4 1/4" GLAZING DETAIL 1/2" I.G. GLAZING DETAIL 1/2" I.G. GLAZING DETAILst�" GLASS TYPES E & F GLASS TYPES G & I GLASS TYPES H & JI oa o ALUMINUM _ U 3UTYL REINFORCEMENT POLYISO- DESICCANTFILLAR ut:!r BUTYLENE SEAL 5116' NOM. `� \OC1V Ll'P-0i� 1 `r C � ' NOM. 5/16"NOM7 SILICONESEAL Ep, . U,1 —INT. GLASS 0 SUPER SPACER NXT'!J BUTYLB ROLL -FORMED f `� C� : Or- •SF •., �, DESICCANT FCAM STAINLESS STEEL No.56705 EXT.GLASS EXT. GLASS 1 NET INT. GLASS INT. GLASS :, n ti•...... "&1r); A1_ttt ea ISAwJ 1\ . DURASEAO SPACER IJ XL EDGE MSPACER A.�LVILlER,P.E P.EA 587D5 Item # POT Dwg. # POT Part# Description 1 2703E 62703EW Flange Frame Head 2 2751B 62751BW Flange Frame Sill 3 2781 62781 W Flange Frame Jamb 4 2713 62713BW Integral Fin Frame Head 5 2714E 62714EW Integral Fin Frame Sill 6 2782 62782W Integral Fin Frame Jamb 7 2706 6270BOW Sash Bottom Rail 8 2707 62707CW Sash Top Rail 9 2739 62739W Fixed Meeting Rail 10 2709 62709CW Sash Side Rail 11 2740B 742740AW Sash Bottom Lock 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61226DW Vinyl Bulb, Flex PVC 70 21 1682C 71862CW Head/SIII Gasket, Polyethelyne 22 1270 7PAD118 Open Cell Foam Pad 23 2772 72772SHK Fixed Meeting Rail Plug Gasket, Rigid PVC 24 4066 640BBG Wstp.,157 X.230 Fin Seal 25 2784 72784W Sash Side Rail Gasket, Potyethelyne 26 1078 7121UM Balance Take-out Clip 27 Varies per Size Balance 28 2711 4280OW Sash Cam, Nylon 29 1D96 71096W Sweep Latch, Zinc 30 1016 785OWW 98 X.625 Ph. FI. SMS Latch Screws 31 1267 71267N Setting Block 1/8" x 1/2" x 1", EPDM 32 See Sheet 7 for Materials Kommerling 4SG TPS Sparer System 33 Quanex Super Spacer nXTwith Hot Melt Butyl 34 Quanex Duraseal 35 Cardinal XL Edge Spacer 36 Sash Bottom Lock Spring 37 Screen Cloth, Fiberglass 38 Dow Coming 899 Silicone Glazing Sealant 40 1825 81B25B Glass Bead (1/8' Glass) 41 2719 1 82719E Glass Bead (3/16" Glass) 42 1263 1 81263E Glass Bead (1/4' Glass) 43 1253 BVT48B Glass Bead (I.G.) 50 781 PQA 08 X 1" QUAD Pn SMS 51 781 PSTX #6 X 1" Sq. Pn Twin Fast SMS - 410 S.S. 52 1184 781 LHPQA #8.15 x 1 LH TWlnfest Screw Zinc 53 11B6 781LHPQX #8-15 x 1 LH Twinfest Screw Zinc (S.S.) 54 78X1 PFTFUA #8 X 1" Ph FI u/cut SMS - 55 78X1FPAX #8 X 1" Ph FI - Stainless Steel 60 1/8" Annealed or Tempered Glass 61 3/16" Annealed or Tempered Glass 62 1/4" Annealed or Tempered Glass 83 1/8"- 1/4" Air -1/8" An. or Temp. I.G. 64 1/8"- 3/16" Air - 3116" An. or Temp. I.G. �- 2.000• .062' .500• 869• .062'� .062' -I- CFLANGE FRAME HEAD 6063-T6 ALUMINUM F2.056' 3.225• O 5n` s71 1.125• .050' 2.05B' INTEGRAL FIN FRAME SILL 5,1 6063-TS ALUMINUM -►II►- .062" Ir_. 1.582' .as2• k- 1 1.010• OFIXED MEETING RAIL 6063-76 ALUMINUM v0FLANGE FRAME SILL 8063-TB ALUMINUM jT1 ,062• 2.000" 1 .oso" 1 .975• .0621" .050" INTEGRAL FIN FRAME JAMB 6063-T6 ALUMINUM .062• 1.187• .Dso• 1 .926• h� SASH SIDE RAIL 10 6063-76 ALUMINUM LYNN',MILLER, P.E. P.E.4 59705 1 .238" .Oso• .� .asr 2.000• 1 50V 1 .062• .050" (�\ FLANGE FRAME JAMB �f 6063-T6 ALUMINUM 2.000" ...� .982• ..... 1.125' 050• �rI I 41� 869" .062• Der 1 .062" --� �•�- GINTEGRAL FIN FRAME HEAD 6003-T5 ALUMINUM .WB• 1,807' 1.898• I 002• 1.229• r-. .os2• -►i 062' --•--I .928' .B00" I� 0 r7 SASH BOTTOM RAIL SASH TOP RAIL \:J� 6083-T6ALUMINUM 6083-T8 ALUMINUM ass. r.... - ,039" .626' 874" 1 .062• 1.157• +� 10SASH BOTTOM LOCK RAIL O SASH STOP ,11 6063-T6ALUMINUM 12 6063-T5 ALUMINUM ReWaod Br: Dalo: Raton JR 04/22/1 g ADDED IG BPACERS R.W..d E�-. Date; RtMNon: Q Dumptlow BOM & PART DETAILS 1.18T �050" T} .050" 1 ADDON FLANGE 13 6063-T6 ALUMINUM PRGOL'Cr REVISED .:ataplying wish 0c Flmride Building Cnde Aceepmnea No 1�[YO,rjO p C`ay-i�r�ation Unto Q� By W M' Dade Prodwt C J ROSOWSKI 1070 TECHNOLOGY DRIVE TIDet 05Pl11l11 5 N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION P.O. BOX 1529 ' NOKOMIS: FL 34274 Safe/Yoder scow ed • Dmwfnp Na R C CERT. OF AUTH. #29298 SH-200 NTS 8 OF 8 MD-SH2O0-01 MIAMI•DADE MIAAH-DARE COUNTY + PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGVLATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD-670" Aluminum Sliding Glass Doors w/ 900 & 135" corners -NI APPROVAL DOCUMENT: Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD Non -Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height & width per tables 1 thru 3. See sheets 6, 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP limits, applicable Standard or Heavy Duty parts and anchoriage requirements. See sheet 10 for straight configured units and sheet 11 for corner units. Pockets & Egress requirements to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 NO for sales, advertising or any other purposes shall automatically terminate this N. of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dad expiration date may be displayed in advertising literature. If any portion of the in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the shall be available for inspection at the job site at the request of the Building Off This NOA revises NOA # 15-1013.14 and consists of this page I and evidence document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. fir``" � i� U C �• Vll� t ` �� '. b 1200 isa vitzz o . 'ea w . ;a tl ° 972 7t U8P�117TAL# a ' SPEC 'k +emu'4w,sr,en� •;ecru .a+ 3-; i;u r �Cn _pl?a r t� nr�dei c7 t t e<r�av;n0 ur�p th u�;;;' �:'1Y14'l.' CJ IYi1IC!IILYV CD.IraefO CUtYJil�cl."tal l J'ij Ce ealia ICO V 1- �?; �:;; req verte la �`<tttr, Fla�,ntl:a�au9u'e ans Caltl Mat 'resF hale lcrIl :. C'tMP.aSiCaS2[:tl fah^:Catian'a l5(i WnfTiP.A. and COnCId'P,'I 7': l'�a f M E;1fl::'::' Expiratio P AprO 7, 020 Approval -Date: July 21, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 thru 22 of 22, prepared by manufacturer, dated 02-02-14-and last revised on 06/08/16, signed and sealed by Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports'No(s) FTL-8717, FTL=8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5979, FTL-5980, FTL- 5994, FTL-6002, FTL-6034 & FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales, P.E. (All above test reports submitted under files # 14-0123.11, #11-1018.17/#09-0826.13) 2. Reference Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along w/ marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports NoFTL-7554, dated 11/01/13, signed & sealed by Marlin D. Brinson, P.E (This file has addendum letter dated 08/14/14 & marked -up drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated 11-11-13, all issued by Fenestration Testing 3. Additional REF supporting test # FTL 5254, FTL 5980, FTL 5987 and ATI72138.01-401-18. 4. Additional, Reference Fined window test-reportFTL-7897 (cardinal spacer) per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08). C. CALCULATIONS (submitted under file #14-0123.11) 1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on 01/30/15, sheets 1 thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTME-1300-02, -04 & -09. Ishaq L Chanda, P.E. Product Control Examiner NOA No.16-0629.03 Expiration Date: April 07, 2020 Approval Date: July 21, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS (submitted under file 914-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (P Edition) and `No financial interest", -prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 15-1013.14, expiring April 07, 2020. 2. Test proposal # 16-0125 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (50' edition). 4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E. 5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. rs aq 1. Chanda, P.E. Product Control Examiner NOA No.16-0629.03 Expiration Date: April 07, 2020 Approval Date: July 21, 2016 E-2 SERIES 670, NON -IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZI. 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. TEST REPORTS: FTL-5254, FTL-5979, FTL-5980, FTL-5987, FTL-5994, FTL-6002, FTL-6034, FTL-6035, FTL-7554 AND ATI 72138.01-1401-18 TART G A - Group Anchor Substrate Flame Member Min. Edge Distance" Min Embedment 1 1/4' Elco Ultmcon nere e m n. 2.115 Kai) Hee SIIVJam 1' 1318' Ungrouted CMU, (ASTM C-90) Jamb only 2-117 1-1/4' Gmuted CMU ASTM C-90, min. 2 kei ut Jamb only - 2.117. 1-&4" 2 1/4' Elee 410 S.S. Crete Flex Concrete (min. 3.35 kai) Head/SiIVJamb 1' 13/4' Ungrouted CMU, (ASTM C-90) Jamb only 2.112" 1-114" P.T. Southern Pine 513-0.55 Head/511I/Jamb 1' 1.395' 1!4' Elco tnvaeon Concrete (min. 2.85 ke0 I*ad/Sil 1' 1318' Ungrouted CMU ASTM C-90 Jamb only i' 3 M12, 16 8 or 410 B.S. SMS, SNresds/In) (min..S P.T. 6outhem Pine (SG-0.55) Head/SilUJamb 9/16' 13/6' Aluminum, 6063-TY Head/81WJamb 3/6• 0.063' Steel, A36' mead/Sill/Jamb 318' 0.050' Steel Stud, A653 Gr. 33' Head/5UVJamb 3/8' 0.0451' 1/4' Eloo I" B.S. Aggra4ator Concrete (min. 3.275 kal) Head/SVVJamb 1-112" 1318, Ungrouted CMU, (ASTM C-90) Jamb only 2' 1-1/4' Grouted CMU (ASTM C90, min. 2 kel grout) Jamb only 2' 2' P.T. Southern Pine SCr0.55 Head/SKI/Jamb 1' 1318' 4 #12. Steel SMS G5, (min. 11 threade/In) P.T. SDu01em Pine (SGc0.55) Head/S01/Jamb 9/10" 13l8' Aluminum, 6083•15' Hea&SIO/Jamb 318' 0.063' 1 Steel, A36' Hoad/SIIVJamb 3/8' 0.050, Sleet Stud, A653 Gr. 33" Head/Sill/Jamb 319" 0.0451' ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.693" MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR ALL SPECIFIC P-HOOK REQUIREMENTS. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2' THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TAR] F R RFF nFTAn R M RHFFTS 4 A 5t Glass Type Description (Listed from E)derlorto Interior) G1 3/16" TEMPERED GLASS - G1A 1/4' TEMPERED GLASS G2 1' I.G.: 3116' TEMPERED GLASS + 518' AIRSPACE + 3/16" TEMPERED GLASS G2A 1' I.G.: 1/4' TEMPERED GLASS + 112" AIRSPACE + 114" TEMPERED GLASS TO SHEET 5. NOA DRAWING MAP SHEET GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ............ 4,5 ANCHORAGE .....................6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS..............12-14 ELEVATIONS .....................15,16 PANEL / SILL TYPES ......... 17 CROSS SECTIONS ............ 18,19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21,22 STANDARDS USED: a2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION a ASTM E1300-09 a ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2010 aAISl-S100-07/S2-2C DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 & 3 ON NOT RATED FOR MISSILE SHEETS 6, 7 & 8 IMPACT RESISTANCE F. WWICF, FL 34277 1 ILr]( ICI J(IL,}yll SERIES 870 ALUM. SGD - NON -IMPACT ealx ®� ew1aW Mr. OFAUnt 0297&9 sGae79 NTS 1 e 22 PGT0128 /R000C, r R617SED A�Ph.bU lLe r.w h AMPIA-a Iw IL O��g o3 F.xpfritiea n.tep0,f.n7 �o2,p ()td'f Lr;J,ti 4r// A. LYNN MILLER P.E. RES 58705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT " HEIGHT PER TABLES 1-3 MAX. UNITWIDTH NOM. PANEL WIDTH PER TABLES 1-3 u h MAX. UNIT t I °d HEIGHT E PER TABLES 1-3 / PocKEr I� 1-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH 3 12 PER TABLES 1.3 —sir-- i I 1B 1 1 9A,13 1 14 1 MAX. UNIT t 3 10 HEIGHT PER TABLES 1-3 !� I POCKET j 1' J 3-PANEL CONFIGURATIONS 1 13 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 MAX. UNIT HEIGHT 1 3 ® C PER TABLES 13 2-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB -- LOCATIONS USING DETAIL "Jw', "Jc', "Kw" OR "Ke INSTALLATION. EXAMPLE: 4-PANEL)O XX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION 1 OF ANY 2 STRAIGHT CONFIGURATIONS. Jw Jc I C 1 1 1 i a y 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 1 1 1 122 T "X" = OPERABLE PANEL, g"0" = INOPERABLE PANEL, POCKET I y 'p" = POCKET DETAIL LETTER WOOD OR METAL INSTALLATION ® 'e=CONCRETE INSTALLATION t3 SHEET NUMBER MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH - 7" WIDTH DLO HEIGHT = DOOR UNIT HEIGHT-10.125" NOM. PANEL PER TABLES 3 1 13 PANEL HEIGHT = DOOR UNIT HEIGHT-1.866- 1-3 —1 --- 1 c J, MAX. UNIT t n y HEIGHT wow PER 3 u -u TABLES 1-3 :a I 1 1 ` I POCKET j 5-PANEL CONFIGURATIONS 1070 TECHNOLOGYI N. VENICE, FL $4275 CERT. OFAUTH. 029M fmf'7 Q 1 1 Ip� —J I u va—i PRODUC r REVICHD «hY qt flaeWe Ida ` 'plow pue POCKET Ea)Iria — 4-PANEL CONFIGURATIONS 1 13 12 13 13 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT all HEIGHT 19 c NOTE PER " 2, THIS TABLES 1-3 / / SHEET. o ]I_ EXTERVIOR 1 11 1' CORNER, TYP. 1z (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) EXAMPLE CONFIGURATIONS SERIES 670 ALUM. SGD - NON -IMPACT swuuuee smrc a 2 aurora. sao-e7o NTS 2 > 22 PGT0128 4' •.. No. 58705 A. LYNhTv UkkP.E.- RE.S 58705 J 1 EXAMPLE CONFIGURATIONS NOM. F PEI MAX HEI 96, C MAX. TESTED UNIT WIDTH = ANEL WIDTH 'TABLES 1-3 e0 3C fLlfE)fF�Q�lfE7fI�7 UNIT ® imF7 m m m m - e 6-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT 13 HEIGHT 13 PER TABLES 1-3 MAX. UNIT WIDTH 1 3 IMIN"w im•D f�F�'-7-7 m m � EE•) r Jw Jc I j 1 io&o I�O.N POCKET 1 w 7-PANEL CONFIGURATIONS F MAX. UNIT WIDTH NOM. PANEL WIDTH 13 PER TABLES 13 miMAX. UNITHEIGHT PER TABl3 LES 1 J vy imE7 one iml7 fil f�[l NON fEl imF11 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "J• ', 'Jc','Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE• pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90" & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. 'X" = OPERABLE PANEL, '0-= INOPERABLE PANEL, 'p" = POCKET DETAIL LETTER = WOOD OR METAL INSTALLATION "e = CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" r I Jc I I 1 io�o I�a'w IW�2�2 IY F' POCKET 1 8-PANEL CONFIGURATIONS 3 1 1 1 3 1070 TECMMOLOOYI N. YEW& FL $4275 CERT. OFAUTH. 91MB6 I SERIES 670 ALUM. SGD - NON -IMPACT scnsro I NTS 1 3 d 22 1 POT0128 pflODUCrREVISED r empl,%f with the Flnrtd. Mdie6 Cxte ,� _i�203 AeeeyUnee lln_lli4 !') 1¢,¢=3�• E,pFneire Dele -o Yer1rP .aGetad .;u;llt1, C�....... S�• '�,CENs 1FQ TA O : �.:� NA,,, A. LYNN MILLER, P.E. P.E.0 59705 GLAZING DETAILS (G1 & G1A) GLAZING NOTES: 'T" = TEMPERED 3/16" T GLASS EXTERIOR a 3/4" NOM. GLASS BITE EXTERIOR 3/16" TEMPERED GLASS, TYPE G1 1/4" T 71 314" NOM. GLASS BITE 1/4" TEMPERED GLASS, TYPE G1A 10707ECNNOLOOYI N. VENICA FL 81275 CERT. OFAUIH, I28205 SERIES 670 ALUM. SGD - NON -IMPACT rr,voam xae ea.a oweoxa SGD•87o NTS 4 e 22 PGT0128 }ROOUC f RFVISEO Yur/1)it!Q ni1R tM FIur41� AWP M�Ji��Ci,de 24-0 E,Fkfd s. nu 16--LL2w3 E.ri.rr ate -, b4aiAAr tnl.et ' No.58705 73 cGF;oa•..: A. LYNN MILLER, P.E. P.E.9 58705 4 GLAZING DETAILS'(G2 & G2A) h' 1" NOM. 3116" T GLASS 5/8" AIR SPA 3/16" T GLP EXTERIOR a 314' NOM. GLASS BITE 1" I.G. GLASS, TYPE G2 r- 1" NOM, -" 1 /4" T GLASS — 1/2' AIR SPACE- W T GLASS EXTERIOR . 314- NOM. GLASS BITE .1" I.G. GLASS, TYPE 132A GLAZING NOTES: "T' = TEMPERED SILICONE STRUHOT-MELT BUTYL CTUF SILICONE STRUCTURAL tf4' NOM. FOAM " 3110" NOM. POLYISOBLIMEN WITH WITH DESICCANT DESICCANT EXT, GLASS EXT. GLASS w -INT. GLASS �.,� `INT, GLASS 12a KODISPACE t24 SUPER 4SG TPS 0 SPACER® NXT- REIN FORCEMENT POLYISO- DESICCANT FILL AREA BLITYLENE -- - 5/18' NOM. OM. SEALBUT!ot / �SILICONESEAL DESIC ROLL-FORMEDFSTAINLESS STEEL EXT.GLASAn+9�lbEXT. GLASS��Rome. �� Pww GLASS INT. GLASS DURASEAL® 127 XL EDGET1° SPACER SPACER Part# Description Material 124 Kanmerling 4SG TPS Spacer System See this Sheet for 125 Quanex Super Spacer nXl-wlth Hat Melt Butyl 128 Quanex Duraseal Materials 127 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 8 8970 w, 180 SERIES 670 ALUM. SGD - NON -IMPACT CEIRT.OPAUnL 02MO ° 70 NTS 1 5 + 22 o..a PGTO128 1YNN Alke, 1/ \ , 4c LU of A�LVNHMILVW6 P.E. RE869705 ^y Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Forcomer astragal anchorege on 90+or 135' comar units, see sheet 11 Table applies to all Glass types arid the Slila/Aslragel types stxmll blow. Positima (+) DP may be limited by Table 70. Door Unit Height 80' 84' 90' ' 69-7/8' DLO 3-7/8' DLO 70.71 ' DLO 85-7/8' DL Anchor Group or Group Anchor Group Mchar mup 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 17' OB.nPressure +90.01-127.1 +90.0/420 +90.0/-110.8 +90.01-1028 Head/Sill G•1 G+1 G+1 G+1 C4H G*1 CA+1 G+1 G+1 G+1 C4+1 G+1 G+1 G+1 C4+1 G+1 24- DLO h B 8 6 9 8 8 8 8 B B 6 B B 9 B 6 P-hook B+7 B+7 6+7 6+7 7+B 7+8 7+0 7+B 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Design Pressure •90.01-106.3 +90.0/-100.2 +90.0/-92.2 +S&3/•85.3 �„ 23" OLO Head/SBl G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 C4+1 G+1 G+1 G+1 C4+1 G+1 C4+1 G+1 ,limb 8 6 B a 8 B B B B B 8 B 8 8 8 8 P-hook 6+7 8+7 8+7 6+7 7+8 7+8 7+8 7+8 7+0 7+0 7+8 7+8 7+B +8 7+8 7+8 Das'nPresswe +90.01.92.9 +873/-8T3 -80.0/•80 •73.8/-73.8 29" HeedIS10 G+1 G*I C4*2 G+2 C4+7 G+1 G+1 G+1 G+1 G+1 G+t G+1 G+1 GH G+1 G+t 36- DLO Jsmb 8 8 8 B 8 B 8 8 a 8 8 8 8 8 8 8 $ E P-hook 8+7 8+7 8+7 8*7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 3Sea&si8 +ffi.7/-B3.7 +78.41-78.4 +7LU-71.0 +658/-65.0 G+2 G+2 C4+2 G+2 G+2 G+2 C4+2 G+2C4.1C4+1 G+1 C4+2 G+2 42' DLOJamb 8 8 8 8 B 8 8 8 B 8 8 8 8 8 8 P-hook B+7 B+7 B+7 6+7 7+B 7+8 7+8 7+B 7+B 7*8 7*B 7+8 7+6 7+B 7+6 7+8 E 0Pressure +77.1/-77.1 +7201-72 +65.6/-865 +60.0/-80 F,'nPrassurp G+2 G+2 G+2 G+2 G+2 +2 C4+2 G+2 G+2 G+2 G+2 G+2 C4+2 G+2 G+2 G+2 4B„41"ead/S81 DLOJamb 8 a 8 B 8 6 a a8 8 8 8 B a B 8 P-hook 6+7 B+7 8+7 8+7 7+B 7+8 7+8 7+B 7+B 7+8 7+8 7+8 7+8 7*B 7+8 7+an 47'ead/Sill DI.O Pressure G+2 +72.5/-72.5 G+2 G+2 G+2 C4+2 +67.4/-67.4 G+2 G+2 G+2 G+2 .61.01-61 G+2 G+2 G+2 C4+2 +54.7/-54.754" G+2 G+2 G+2 "Jamb 8 8 8 6 8. 6 B B 8 B B 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 +8 T+8 7+8 7+8 7+ 7+8 7+B 7+B 1+8 7+a Des'nPiassure +59.1/•69.1 +64.01-64 +57.6/•57.6 *60.0/-00.5 53' Haed/Sill G✓[ G+2 G*3 G+3 34+2 G+2 G+3 G+3 G+2 0+2 G+2 G+2 G+2 G+2 G+2 G+2 �„ OLO Jamb 8 8 8 a 8 8 8 8 8 8 8 8 8 8 B B P-hook 8+7 B+7 B+7 B+7 7+8 7+8 7+8 1+a T+8 7*8 7+8 7+B 7+8 7+8 7•8 7+8. FOR EXAMPLE ON USING IABU_ Stt bHtt I r. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125'. PANEL HEIGHT= DOOR UNIT HEIGHT -1.866" TARI F'IA- Sill Height to Max. (+) DP (Water InBflration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush-1-1/2' see note 3 Low - 2-112' + 46.67 Medium - 3.114' + 60.0 High-4' +90.0 OH LENGTH OH RATIO = OOHLENGTH te HEIGHT II of OH RATIO a 1 O SEE NOTE5 1-3 SEE NOTE 3 NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4" SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1 A. 3) 4', 3-1/4' AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. LAIC AAIn CLICCTC 4a a. +o vno ACCGMRI V nrTAII R I Ht t-ULLUWINU.l. Interlock I I= 6 A01 rWlJAL P-hook I Tr'ra Qr —oc va—r-vr.,nA—,—..,—I. Lockstlle@Jamb Straight Astragal Assembly •---•-•-•••••B_...._.._._.__._.------ Lockstlle@ Straight Astragal 90'Astra al Assembly Lockstile@ 90' Astragal 135"Astragal Assembly Lockstile@ 135' Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile ff:zv 41�r 6V Standard Astragal tiJ_V Outside Corner„ Outside Corner Inside Corner Inside Corner Outside I Inside Come, Corner Part #60 (x2) Part H60 1 Part #60 Part #60 (Stile) part #67 (Astragal) Part #60 Part #61(Stile) Part #118 (Comer Receiver) part #119 (Out.) Part #120 (In.) Part#61(Stile) Parts #31 & #32 (Corn. & Fxd Mount) Part #61 VENICF. FL 34275 CERT. OFAuni X2 m I ��- � 800.070 I ALUM. SGD - NON -IMPACT Z n.+aw TS 8 e 22 Pt310128 ►BODUc r REVI SM) roar pllin5 wbY the Florida bw.Hm t Code Accept.— No !-OL2 E.& b- Dare _ •171i i!1! ��� •. 1GEHSF F� fi..F 0. ............ A. r.tlr � 1 A.ILYNN MI�i,ER• P.E. KEA 58705 + I MOLC L: Design Pressure (DP) and Anchor Quantifies Required, (for all approved Configurations on aheala 2 & 3) Far comer astragal anchorage on So- or 135'-runits, see .heat 11 Door Wit Hoists Table applies to ae Class t eo and PPI YP ' B0• gp-WI�DLO 102' tee' 114• 120' the Stllelft legal types shown 06-7/8' DLO 7371 DLO 78-7/B' DLODLO Df- /8' DLA - r ' OLO 1o3-7/e• O bolow. Peskius (+) DP may be nc uD m r Group ro r Oroupcoup n or roup x Iw roue rm or roup Omup Omlled by Title 2A. 1 2 3 4 1 2 3 4 1 2 3 43 4 1 2 3 4 1 2 3 4 1 2 3 1 2 3 4 Dee Pressure a 0.0/•140.0 /- +80.0 •722.0-114.0 00/-0.024" 1T Wad79111 G.t Gat G•1 Gat G+1 Gat GN G+1 G+1 G+1 G+1 G+tGN G.t G+1 G.1 GN AtI G+1 G+1 G+1 G+1 G+1 +1 GM G+1 +1 G+1 G+1 G.1two Jemb e e e B a a e e s e e ae e tD to 10 1D to 10 10 10 t0 1n 10 fo fo to to fo fi+7 7•B T+8 7.8 7+8 7+6 UB 7+e 7+e 7+8 7+0 7+07+8 7+8 8+0 8+8 9+6 849 8+9 e+9 8+9 8+6 8+10 9+10 0+10 9+10 9+10 9.10 9+19 9+10 Oeslgn Pressure +90.0/441.8 +D0.0/-133.6 ♦90.0/-12T.9.113.8 +90.01.105.9 +90,01.911 +90.0/-03.130' 23' Hea6'S10 C5.1 C5+1 CS«2 CS+2 C5.1 Cb+t C6+2 C6+2 C6.1 C6♦1 C6.1 Cs•1cs+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5.1 C5+1 CS+1 C5+1 fS+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+ DLO Junk 8 B 70 0- 6 0 10 8 B e 10 6 0 0 10 a 10 10 10 10 10 f0 10 1a t0 10 10 10 10 10 10 10 lag B+B 5.B e+9 7+8 B+D 8+0 fi.D 7+8 0.0 8+9 8+9 7+8 8+0 8.9 8.9 8+9 8+B B+D 6.B 8+9 8+8 8+9 8+9 9+10 D+10 9+10 8+10 6+10 9+10 8+10 8N0 PJrook Daslgn Pressure +90.01-123.9 +90.0/-116./ +90.0/•106.7 +90.01.90.5 +90.01-91.4 +05.3/-BS3 +80.0/-00.0 +753/-75.3 28' r4sNS10 09+2 CS+2 CS+2 C5+2 CS+2 C6+2 C5+2 C5+2 CS+2 C6.2 tS+2 f3+2 C6r1 C6+1 C5+2 C5.2 C5+1 CSN C5+2 C5.2 CS+1 C5+1 C5+1 CSN CS+1 CS+1 CSN Cs+1 1 C8.1 C5+1 38• OLO Jamb a 6 10 0 a 8 10 6 8 a t0 e 0 0 10 8 f0 10 10 10 10 10 10 10 10 10 f0 10 10 10 7+8 8+9 8.9 8+9 7.e ea9 0.B 0+8 7.8 9+0 8+D 5+D 7+9 a+D B+D B+B 6.9 6+B 0+B 6a8 8+0 6+9 a+9 6+9 9+10 9+10 9+10 9+100 9+10 8+10 P•hook essure +90.01.111.6 +90.01-104.5 +90.0/-eS1 +578/-67.6 +81.3/-01.3 +79.7/-7&7 S/4r5111 C5+2 C5+2 C5+2 C5+2 C5+2 06+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+1 C5+2 C5+2 C5+2 C5+2 Cg•2 C5+2 CS•1 C5+1 C5+2 C5+21 Cfi+2 C6+2 1-1 b 8 8 10 B 0 8 10 8 6 8 10 0 a 8 10 0 10 10 10 10 10 10 10 10 10 ok 8.9 7+8 a+D a.9 8.9 7+0 8+9 8+B 5+0 7+6 8+9 8+0 6+9 8+D B+D e.9 0+D 0.9 6+9 8.8 8+D 9N0 9+10 9+f0 eN0Ill D+10 9r10 ressure a90.0/-f02.9 +90.0/-06.0 +87.3/-07.3 +80.0/-80.0 r73.0/•73.8 +00.6/d5.0 +e4.0/-04.0 .01.60.0 /518 SDLCJ1'.' C5+2 CS*2 C8+3 C5+3 C5+2 Cs+2 C5+2 C5+2 C5.2 C5+2 CS+2 C6+2 C6.2 C6+2 C6+2 C6+2 06.2 C5+2 C6a2 C5+2 C5.2 C5+2 C5+2 C5.2 C5.2 C6+2 C5+2 CS.22 h B 8 1a B a e 0 e e 1B 8 8 10 B 10 10 l0 10 70 10 10 10 10 10 iD 10 10 10 ok T+5 0.9 8+B 8.9 7.8 8+9 5.2 a+a 7+e B.D a«e a+e 7.6 e.9 0+8 ..9 ew 8+9 ew e.9 e.D a+a a+D B+9 9+10 9+10 9+fa 8+10 8+10 at0 9+10 8+ oresaury +07.0/-8.7.0 +77.2/-77. +6 .8 -69.8 a6 8/-63.8 4aSN C4+2 G+2 C5+3 C6+3 G.2 G+2 C6+2 CS+2 CH2 G.2 C5+2 CS+2 G+2 G.2 C6a2 C6+2 DLO Jamb 0 B e e 0 8 e e 8 8 0 a 0 8 8 8 Not available in these sizes pow k 6+7 7+0 741 7+a 7+8 7+8 7+e1 7+8 7+e 7+D 7+8 7+8 7+e 1 7+8 1 7+e 1 7+0 Deal nPrwatrre +79.2/-79.2 +73.31-73.3 +660/-650 +6au/ .0 G+3 G+3 C5+3 C5a3G+3 G+3 C6+3 CS+3 G+2 +2 C9+3 W3 G+2 G+2 CS+ CS*2 �TL' Jamb a e e e s a e 9 a a e !7! e a e e e P noak B+ NB 7+a 7+8 F+0 7+0 7.e 7+8 7+8 7+e +8 7+e 7+0 7+0 7+8 Tee U = EXAMPLE ON SHEET 9 n ... cU=TQ 04 & 99 FORPA n1a5FNSInNA AND SHEETS 18 8,19 FOR ASSEMBLY DETAILS I r1C r'ULLUVVIIYV 01 ILL 4/101 rV 0V rI-arrrK�u�vu..v,..,. ,r,.•«.., Straight Astragal .•��-•••---•--•-- Lockstile @ ------------- 90' Astragai ---- Lockstile @ 135' Astragal Lockstile @ Interlock P-hook Lockstile @lamb Assembly Straight Astragal Assembly 90' Astragal Assembly 135' Astragal Heavy-duty Stiles Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Corner Outside Inside Corner �fmInslde�r �Ljl' IW _ Comer Corner Outside uJ�1J Inside Cons•--.�i ner t I Corner FP.,,161(x2) Part #61 Part #61 Par[ #61(Stile) Part ,67 (Astragal) Part #61 Part #61(Stile) Part #118 (Corner part#119 (Out.) Part #120 (In.) Part #61(Stile) Parts #31 & 1132 Part #61 Receiver) (Corn. & Fxd Mount) NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-11W SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A. OH LENGTH 3) 4", 3.1/4" AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED = WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR M pl OH RATIO 21 WATER INFILTRATION. p 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO = OH LENGTH 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT SEE NOTE 3 1070 TECHNOLOGYI N, WAY= FL 34M CERT. OFAVM 02M DID SERIES 670 ALUM. SGD - NON -IMPACT .1as aw � one a.". SOD-= I NTS 7 a 22 1 PGTO128 TABLE 2A: SIII Height to Max. (+) DP (Water Infiltration Rating) SIII Riser Height (+) Des gn (Flat or Box, see Pressure, psi Sheet 17) Flush-1-1/2' see note 3 Medium-3-1/4' +60.0 High - 4' + 90.0 SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" ►RObUC f REVILED as c0alplyfn8 Wilk the Ftodd4 belrtrng C.& Aaisprwcr No /L-0L2 .e3 Etpleatim Oats 1r�ik1' UeN ► a.efCeewai `r j, tra.s7os -{ �'/PI•. gj�f -;c ril;..• A. LYNN MILLER, P.E. P.E.# 58705 'r TABLE 3A! Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 dr 3) For comer astragal anchorage on 9D' or 135' comer units, see sheet 11 Table applies to all Gass types and the Shce/Astragal types shown below. Posilhe (+) DP may be limited by Table 3A. Door UNl Haight 80' 84' ti0' 99' 69.7/8" DLO 73-7/B' DLO 78-7/B" DLO g5-7/8' DLO Anchor Type AnchorTypa Anchor Type Anchor Type 1 1 2 1 3 1 4 1 1 2 1 3 1 4 1 1 2 3 4 1 2 3 4 n mssure + - + + - 17, Head/Sill C4+1 I C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 24, DLO Jamb B B B 8 B 8 B B B 8 B B 8 B 8 9 P-hook 6+7 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 1 1+9 1 7+5 1 7+13 Design Pressure +90.01-159.5 +90,01-150.3 +90.0/-138.2 +90.0/-728 3D' 2Y DLO HeadlSill C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C8+2 CB+2 C5+1 C5+1 C6+2 08+2 05+1 C5+1 Ce+2 08+2 Jamb 8 1 B 1 10 1 a 8 1 8 1 10 1 8 B 1 B 1 10-1. B 1 e 1 10 1 8 P-hook 8+9 8+10 9+10 9+10 8+9 9+10 9+10 1 U+10 B*g 9+10 9+10 0+10 8+0 9+10 9+10 9;10 Design Pressure +90.01-139.4t2l +90.01-130.9 +00.01-120 +90.01-110.8 Head/Slll C6+2 C6+2 CB+2 CB+ C5+2 06+2 CB+2 C5+2 C5+2 08+2 C8+2 C6+2 C5+2 C6+2 Ce+2 36" DLO Jamb 8 8 10 8 8 10 8 8 8 10 8 8 B 10 8 P-hook 8+9 9+10 9+10 9+1 9") 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 35. Design Pressure +90.0/-125.5+90.01-117.6 +90.01-107.3 +90.01.98.7 Heed/Sill C5+2 05+2 CB+2 C6+05+2 C6+2 C6+2 CS+2 CS+2 C6+2 CB+2 C6+2 C6+2 C6+2 06+2 d 42' DLO Jamb B B 10 B 9 10 B 8 8 10 9 B B 10P-hook B+9 9+10 9+10 9+1 9+10 9+10 9+10 B+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 E 41' Design Pressure +90.0/-115.7+80.0/-108 +90.0/-982 +90.01-90 HsadrSill C5+3 C5+3 C6+3 C8+3 C5+2 C5+2 C6+3 CB+3 C5+2 C5+2 Ce+2 C8+2 C5+2 05+2 C6+2 C8+2 48' DLO Jamb I 8 I 8 1 10 1 B B 8 10 B 8 B 10 B B B 10 B P-hook 8+0 0+10 0+1D 0+10 8+9 0+10 0+10 9+10 8+9 0+10 9+10 9+10 8+9 9+10 0+10 9+10 Design Pressure +83/43 +77.21-77.2 +69.81.69.8 +62.61.62.8 1. Head/Sill C4+2 C4+2 C5+3 C5+3 A+2 G+2 05+2 C5+2 C4+2 04+2 CS+2 C5+2 C4+2 C4+2 C4+2 C4+2 DLO Jamb 8 S B 8 8 8 B B B B 8 8 8 1 8 1 8 8 P4=k 6+7 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+B 7+8 Design Pressure +79.21-79.2 4.73.31-73.3 +66/-6B +581-58 63' Head/Sill C4+3 C4+3 C5+3 C5+3 C4+3 C4+3 C5+3 C5+3 C4+2 C4+2 C5+3 C5+3 C4+2 C4+2 C4+2 C4+2 S(r DLO Jamb 8 1 B 1 8 1 B 8 I 8 I 8 I 8 1 8 1 B I 8 I B 8 1 8 1 8 1B P-hook 6+7 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+0 1 7+8 1 7+B 1 7+8 7+8 1 7+8 1 7+8 17+B Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush-1-1/2" see note 3 Low - 2-1/2" + 48.67 Medium - 3-1/4' 460.0 High - V + 90.0 SEE NOTES 1-3 OH LENGTH = 8I OH RATIO 2 1 O OH RATIO = OH LENGTH OH HEIGHT NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-114' SILL, POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4-,3-1/4- AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN FUR EXAMPLE UN USINU IAt1Lt, SEE SHEE 1 /. REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR DLO WIDTH = NOM. PANEL WIDTH -7" PAIRS TO BE INSTALLED. DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" —in 21 =rQ 40 2 40 Cno ACCCeAMl V nCTA11 C Interlock P-hook Lockstile @Jamh Straight Astragal Assembly Lockstile @ Straight Astragal 90" Astragal Assembly Lockstile @ 90' Astragal 135" Astragal Assembly Lockstile @ 135' Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStIle Heavy-duty5tile Heavy-duty Astragal Outside Outside Corner Inside Comer Inslde=4 InsideCo Corner Outsi4r.Corne Part #61(x2) Part #61 Part #61 Part 1161(Stile) Part HISS(Astragal) Part#61 Part #61 (Stile) Part #118 (Corner part#119 (Out) Part 0120 (In.) Part #61 (Stile) Parts Part #61 Receiver) (Com. & Fxd xd Moouu nt) w,�46aveao SERIES 670 ALUM. SGD - NON -IMPACT seka,e,e oar. Ia,,.,,rn CERr. 0FAUM Tt929e So0+170 NTS 8 d 22 MT0128 u ce■pl,{ea wNy r►e Fbrkla ,,ttlit `!ii!l/i H0. 5370 5 x �om �J JNAl A. LYNN MILLER P.E. P.E.# 58705 ti NO FRAME 7+8' P-HOOK ANCHORAGE CONSISTS OF: SEE "C5' CLUSTER SEE SPLICE JAMB (7) P-HOOK ANCHORS, SEE'C5" CLUSTER MAX. UNIT WIDTH SEE "C5° CLUSTER DETAILS, DETAILS, SHEET 10 REQUIRED @ (PERPENDICULAR TO GLASS FOR ASTRAGAL NOTE, DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK EXTERIOR PLANE) SEE TABLE 2, SHEET 7 24" MAX. O.C. INTERLOCK THIS SHEET POCKETS CLUSTER, SEE AND 60" NOM. SEE POCKET 8 P•HOOKPANEL WIDTH DETAILS, SHEET 11, x x l JAMB MOUNTING x x x x x f x x x x xx x x x Mfix. INSTALLATION, ADAPTER 8" MAX. �Oi x x x x x x x x x x x I x x THIS SHEET ANCHORS MIDWAY 1 3° hwX 0 & SHEET 14 BETWEEN P-HOOK •� I I I 4 PAIRS OF ANCHORS & AT 3" i 1 i o x= FRAME x ANCHORS x 1.:;., FROM TOP & i p ®I to ANCHORS 96" (TOTAL 8 BOTTOM i o 14" I o Z1"MAX• 4.051" UNIT ANCHORS) i i j N MAX. O.C. ' O.C. - 8" MAX. TO OPENING I h o ®I 14' MAX. O.C. n ®= P-HOOK HEIGHT PER JAMB EDGE OF POCKET SEE w a O ANCHORS x (SEE JAMB I DETAIL INSTALLATION ion I®I Z I 10 DETAILS'JC' &'KC', > o = P-HOOK BELOW) m END PANEL SHEET 14 &PART ®� i X MOUNTING ANCHORAGE DETAILS'J' &'K', i , I I 0 3' MAX. ADAPTER x x 24'MAX (2 ANCHORS) SHEET 19 FOR i a SAX - I I ANCHORS ' O.C. P-HOOK L---_ 8 --- `G)! _ x "+2" ANCHORS - --- z x x - x x xx xx x . x ' =� END PANEL END PANEL . x' J x x x x x x x ANCHORAGE x x x' 8'MAX. ANCHORAGE (SEE ANCHORAGE x x SKETCH BELOW) .�2. (SEE SKETCH BELOW) .+2 .y '+2° �•+2" • 2' ANCHORAGE ANCHORAGE 8' MAX., TYP. CENTERLINE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04' 24" MAX. EXAMPLE: 5-PANEL, 2 TRACK, 90" OUTSIDE CORNER - pXX=0 - EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 60" x 96" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) 6„ SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 ANCHORS MAY BE ADDED T 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3. SHEETS 6-8: AS NEEDED TO ALIGN THE EXTERIOR HEAD OR SILL IF A SPLICE 60' I CENTERLINE OF HEAD & SILL: 8' MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21" �— OCCURS AT THE P-HOOK. NOM. • % INTERLOCK APPROPRIATE TABLES, SHEETS 6.8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX PANEL SEE 'C5" CLUSTER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH DETAILS, SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24' O.C. MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64• u coaplyirt8 x-IIY IlbcFIOIW6. 77 REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR "+2"ANCHORAGEtEE Acceyq.corvoLZ`'of CLUSTER IS OVER 24', OTHERWISE ANCHORS ARE NOT ie�3.5' 9:=01 fi'MAX.REQUIRED AS PER THE FIGURE AT RIGHT: ` �i[<— CENTERLINE JAMBS & P-HOOKS: 6' MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR �2-TRACK _ •aC°.Yd OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR ^+2" ANCHORAGE REQUIRES SEE °C5" CLUSTER END PANEL ' CENTERLINE CENTERLINE • 1 'CO" CLUSTER SEE DETAILS, SHEET 10 ANCHORAGE FOR ASTRAGAL ANCHORS) I DETAILS, SHEET 11 INTERLOCK ASTRAGAL (2 g^ I I 4.051' I 3.5- I MAX. a -- - - EXTERIOR � OF PANEL 3E '+2" ANCHORAGE OF PANELI 4E Z E SHEET 11 FOR OTHER INTERMEDIATE ANCHORS VENICE, FL 34275 CERT. OFAHTH. #29298 "+2" ANCHORAGES I.CIV ICRL/IYI I OF PANEL 5 FRIES 670ALUM. SGD - NON -IMPACT .v"st sasc sere •..`v/. s.o WS 9 - 22 PGT0128 ;-r •. KSTA � A. LYNN MILLER. P.E. P.E.E 58705 • ASTRAGAL OR SPLICE LOCATION INTERLOCK+4—IF NEEDED CENTERLINE I 3.5' 1.75' 4, Wf EXTERIOR. 3'5" 7• v 2-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4') ASTRAGAL OR SPLICE LOCATION INTERLOCK'_IF NEEDED CENTERLINE , 0 4.06 I EXTERIOR 7" 5 3-TRACK FRAME HEAD/SILL �ASTRAGALORINTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR SPLICE LOCATION INTERLOCK--�_IF NEEDED CENTERLINE EXT�E""RIIOR V 4-TRACK FRAME HEAD/SILL (a) ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR I (FOR SPLICE INTERLOCK—, CONDITION, USE CENTERLINE r- 7^ "C6" CLUSTER DETAIL) 7' 2.04" 4"DIAG ASTRAGAL OR SPLICE LOCATION INTERLOCK IF NEEDED CENTERLINE 1.75' 3.5" •+- DIAG 2.04" 21 I 1 5.64" MAX. EXTERIOR 7" EXTERIOR 7' 3.5" 1 O.C. v 2-TRACK FRAME HEAD/SILL ,vj'(, 6' MAX. 2-TRACK FRAME HEAD/SILL 5.6 0 ASTRAGAL OR INTERLOCK (a) ASTRAGAL OR INTERLOCK 1 (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I ANCHORS ARE REQUIRED,'C5") ANCHORS ARE REQUIRED, -C6") TION 6- DIAG. 2.04" Tt.5.64' 1 6" MAX. ASTRAGAL OR (FOR SPLICE INTERLOCK- 1 CONDITION, USE CENTERLINE i "C6' CLUSTER DETAIL) 2.04" 4.06" EXTERIOR 7" 4' DIAG. EX 3-TRACK FRAME HEAD/SILL (ASTRAGALORINTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5') ASTRAGAL OR(FOR SPLICE �INTERLOCK CONDITION, USE CENTERLINE I "C6' CLUSTER DETAIL) EXTERIOR V 4-TRACK FRAME HEAD/SILL (a) ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") VEMC: FL 54215 CERT. OF AWN. S29M ASTRAGAL OR SPLICE LOCA INTERLOCK—f—IF NEEDED CENTERLINE 1-:j 3.5" F� 7" -i-�i I 4" DIAG. I iERIOR n 3.5' �7 3-TRACK FRAME HEAD/SILL AASTRAGAL OR INTERLOCK INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, 'C6") ASTRAGAL OR (FOR SPLICE INTERLOCK- CONDITION, DO NOT rrraTGc. W= USE THIS DETAIL) 4' " XTERIOR V .04' 6' DIAG. 2.04" 2.04" EXTERIOR 21' MAX. O.C. 2-TRACK FRAME JAMB ANCHOR PAIR 6' MAX. 4-TRACK FRAME JAMB EXTERIOR ANCHOR PAIR ANCHORS MAYBE INSTALLED 21" EITHER IN THE EXT. OR INT. 2.04" MAX. TRACK (INT. SHOWN) O.C. 3.5" 3-TRACK FRAME JAMB ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION �IF NEEDED ---1 3.5" If 4-TRACK FRAME HEAD/SILL aASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6') WITH 8 WITHOUT SPLICE CONDITION I SERIES 670ALUM. SGD - NON -IMPACT I SOD-VO I NTS 1 10 d 22 1 PGTO128 DIAG. NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN, ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEETS. w m.r.plyie2 rilb o. A.ddL b..41nR Q k ACCW Ke Nu L (zS-3j Eipirrfe� Drte u�. /�/ �; Is 4_ IL �5 , ,,lilt l I I , No. 59705 3` i Y- >?; 6lg A. LYNN MILLER, P.E. P.E.R 58705 2.04" 2.04" INTERIOR INTERIOR 6.12" ?4'DIAG. 6.12""� INTERIOR INTERIOR lo, 3. " 90 Ir EXTERIOR I ---1 3.5" 2.04" EXTERIOR 4' 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4" 4.08" INT 4" o� INTERIOR 14" DIAG. 7" -\ 3— � 4 2.04' 7„ yl EXTERIOR 90°CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6') EXTERIOR IINTERIOR 7" 4.08° EXTERIOR 7' 90" CORNER 3-TRACK FRAME HEAD/SILL ('C6' ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR 6.12" I ' EXTERIOR (r.—. 7" 4�� 135° CORNER 3-TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR 2.04" EXTERIOR 4" INTERIOR 5,88' IR gp° 3.5• 135' 4' 7° 1 6.12" j 4. 4"DIAG. \_ _ \ I I•Fi— �— 1 6.12 INTERIOR 2.04" a.94" INTERIOR INTERIOR RIOR 2.04' NOTES: j3.5 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL 4" DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. EXTERIOR O - - 4. +1 ANCH R 2.04: � �`— 7" 8.94' 135° CORNER 135° CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL I - CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER �OFPANEL ANCHORS ARE REQUIRED, "C41 ANCHORS ARE REQUIRED,'C6") "+2' ANCHOR INTERIOR 4.08 1 '+1' ANCHOR 2.04" 7.41' 4" DIAG. i CENTERLINE OF PANEL "+3" ANCHOR CENTERLINE 2.04" OF PANEL 4"DIAG. 2' ANCHOR •--�• 3.5" T' CENTERLINE OF PANEL 4" DIAG. 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT ►R n Wsplyieg with th! Flo" 5" I_ —CENTERLINE Acupwu� No /l-0�15-a; j E+t+ 06- Pcle OF PANEL 3"ANCHOR LL,, 1 L.� 4Q_Wa4n1r• P .ref Csttol /11 7° EXTERIOR 3.5" 4'. EXTERIOR 7" 4"DIAG. ExrEa OR 4" 3 5' I CENTERLINE OF 90°CORNER 135° CORNER 2.04" PANEL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL ("C8" ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) C VENICE. fi 91275 x0•+eafeao �Lr(3— SERIES 670 ALUM. SGD -NON-IMPACT sale Sr,�C p,n1pM CER7. OFANTN OaB29B lft"=Q"70 NTS 11 1 22 PGT0128 fib•• •_r<oR!o^.. �`. A. LYNN MILLER, P.E. P.E.# 58705 EXTERIOR .5" 7" 4 INTERIOR ALL EXTERIOR "+ R VIEWS 2.04" 3 y "+ 2.04" '" 4.08" 4' DIAGE j „1 INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 EXTERIOR _ 114" MAX. j SHIM EMBEDMENT: j SEE TABLE A. J SHEET 1 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 2-TRACK FRAME HEAD Aw WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCHOR & TABLE A. SHEET 1 NOTE 3, SHEET 1 SEE ANCHOR NOTE 6, SHEET 1 (1/4'MAX.)-L........:::..k..,: �- EXTERIOR I EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL w WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR - NOTE 3, SHEET 1 r WOOD ANCHOR TYP.. SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR 1/4' MAX. SHIM EDGE DISTANCE: SEE TABLE A, SHEET da 2-TRACK FRAME JAMB Gw WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" EXTERIOR a 1/4' MAX. SHIM EXTERIOR a EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1116" 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A, SHEET 1 3-TRACK FRAME HEAD ea 4-TRACK FRAME HEAD ew WOOD INSTALLATION Ow METAL INSTALLATION MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1/4" 1. ALL DIMENSIONS MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS SHEETS 10 & 11 WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METALTYP., SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 4, SHEET 1 ANCHOR ANCHOR MIN. OF 3 THREADS BEYOND NOTE 5, SHEETI� 1 NOTE 5, SHEETI� THE METAL SUBSTRATE (1/4" MAX.) (1/4MAX.) — EXTERIOR f EXTERIOR EMBEDMENT: SEE TABLE A, SHEET 1 2-1/16"' 2-1/16"' EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 FRAME SILL 4-TRACK FRAME SILL ®3-TRACK w WOOD INSTALLATION Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1� EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR 1/4" MAX. SHIMFf- 3-TRACK FRAME JAMB k,LwJ WOOD INSTALLATION 1070 TECHNOLOGYI N. VENIM FL 51275 CERT. OFAUTH. r29295 METAL TYP., SEEANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 t EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1 /16" " ' --MIN. OF 3 THREADS EXTERIOR BEYOND THE METAL lu SUBSTRATE 1/4' MAX. SHIM I_- 4-TRACK FRAME JAMB \,Lwl METAL INSTALLATION ANCHORAGE DETAILS SERIES 670ALUM. SGD - NON -IMPACT sewvtm,e swx svc o..vvw ".r. soo-e7G NTS 1 12 s 22 1 PG70128 e /1tOAUO 7 REVIlc6D w c*4P17Iy vchf eke Flodit homag C.& �. ���.. �OENSE '•. 'P No.58705 tF A. CYAWMW-ER, P.E P.E# 98705 r Olk INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS CONCRETE EDGE DISTANCE: SEE CONCRETE SEE TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1 SHOWN ARE BASED PER TABLE TABLE A, SHEET 1 2-1/16" PER TABLE 2-1/16" • PER TABLE 2-1/16° • ON MIN. ALLOWED. A. SHEET 1 A, SHEET 1 A, SHEET 1 1/4" • DIAGONAL O.C. IS EXTERIOR 'i "'..; `'�1;.•;. .' `'.:', �'..: ': r MIN 4" (HEAD & SILL) aOR SHIM 6" (JAMB) SEE EMBEDMENT: 114" EXTERIORI L 11/MAX - EXTERIOR DETAILS,.SHEETS SEE TABLE A, MAX. 0 SHEET 1 SHIM r SHIM `r TSEE PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X ETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE CHOR NOTES & ANCHOR NOTE 3, SHEET 1 . TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1 ND Ac COCRETEE INSTALLATION COCRETEE INSTALLATION NIS NC�� Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET'I ANCHOR NOTE 3, SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5, SHEET NOTE 5, NOTE 5, 1 (114" MAX.) SHEET 1Z ( 4 M - - - SHEET 1 T: _ 1 (1/4' MAX, _ - f ,/ • AX, 1 EXTERIOR EXTERIOR 1 EXTERIOR : 1 • 2-1/16" • CONCRETE 2-1116° �2-1116° ' PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET 1 SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL 4a 3-TRACK FRAME SILL ®4-TRACK FRAME SILL Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Pc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 �T - j~ EMBEDMENT: SEE —~ TABLE A, SHEET 1 EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, 1X WOOD BUCK TYP., ! ".. SHEET 1 SEE ANCHOR NOTE 3, SHEET 1 _ 2-1/16"' CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A. SHEETI CONCRETE EXTERIOR ' OR CMU I � II LE 1/4' MAX. SHIM -+I A,SHEEPERTA A, SHEET 1 2-TRACK FRAME JAMB Oe CONCRETE/CMU INSTALLATION EMBEDMENT: SEE TABLE A, SHEET EDGE DISTANCE: ' CONCJCMU ANCHOR SEE TABLE A, TYP., SEE ANCHOR SHEET 1 NOTES & TABLE A, SHEET 1 2-1116' PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, I '. CONCRETE SHEET 1 �. OR CMU PER TABLE EXTERIOR r A, SHEET 1 ID 1/4' MAX. SHIM -+± Ff• Ifa 3-TRACK FRAME JAMB He) CONCRETE/CMU INSTALLATION 1070 TECHNOLOGYORN N. VENICE, FL 3127E (911}4841600 CERT. OFANIH. A29M EDGE DISTANCE• R11p1P'r'v"" _"-nOa ra` PROPERLYSECURED SEE TABLE A. SHEET 1 eeePl.rnNo 6 ob�3 1 eaprrioa bale 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, W 1k,* ndaclCaopd SHEET 1 CONCJCMU ANCHOR 2-1/1V TYP., SEE ANCHOR NOTES & TABLE A. SHEET CONCRETE OR CMU EXTERIOR PER TABLE J 1_ A, SHEET 1 1/4' MAX. SHIM I� - 4-TRACK FRAME JAMB Ic CONCRETE/CMU INSTALLATION =RIES 670 ALUM. SGD - NON -IMPACT aati aw: nvrvr> SGO-07o NTS I 13 d 22 1 PGTO128 t fNN '���I'```�'Ii?il Jul• `;• A. LYI N ILLth, P.E- P.EA 58705 .I rb INSTALLATION DETAILS FRAMEJAMB REQUIRED AT ALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION Oo J o SEE ANCHOR NOTES EMBEDMENT: — — & TABLE A, SHEET 1 SEE TABLE A, _ (ALSO SEE TYP. SHEET 1� _ 26 I ILLUSTRATION, SHEET 9) I--OUEDISTANCE: SEE L 1 TABLE A, SHEET 1 EMBEDMENT: 20 SEE TABLE A. EXTERIOR SHEET 1 PHOOK WOOD ANCHOR TYP., j1 SEE ANCHOR NOTES v P-HOOK & TABLE A, SHEET 1 CONCRETE (ALSO SEE TYP. 2.693" MIN. CMU PER TABLE ILLUSTRATION, SHEET 9) EDGE DISTANCE A, SHEET 1 ®P-HOOK FOR USE WITH FLAT SILL RISERS PARTS #18. 420, #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYP., SEE ANCHOR EMBEDMENT: SEE PHHOOK MOUNTING CONCRETE OR NOTE 4, SHEET 1; OF 3 TABLE A, SHEET 1 ADAPTER SMS ANCHOR TYP- SEE CMU PER TABLE-\ MIN. THREADS A, SHEET 1 BEYOND THE METAL ANCHOR NOTES SUBSTRATE 20 & TABLE A, SHEET 1 EMBEDMENT: (ALSO SEE TYP. ILLUSTRATION, SEE TABLE A, EMBEDMENT: SHEET 9) SHEET 1 SEE TABLE A, DISTANCE: SEE SHEET 1 a TABLE A, SHEET 1 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED 2.693" MIN. ON MIN. ALLOWED. EDGE DISTANCE 2. FIGURES ON THIS SHEET ARE FOR CONC./CMU ILLUSTRATIVE ANCHOR TYP., SEE 3 PURPOSES ONLY. SEE ze ANCHOR NOTES & TABLE A, SHEET 1 FOR TABLE A, SHEET 1 ALL APPROVED 1-1/4" MIN. EDGE DISTANCE SUBSTRATES. EXTERIOR 3. SEE TABES 1-3, 28 J L SHEETS 6-8 FOR P-HOOK MOUNTING REQUIRED PHHOOK ADAPTER CONCJCMU AND P-HOOK MOUNTING ADAPTER ANCHOR TYP., SEE ANCHOR QUANTITIES. ANCHOR NOTES & TABLE ALSO SEE EXAMPLE EMBEDMENT: SEE A, SHEET 1 ON SHEET 9. TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) da P-HOOK FOR USE WITH FLAT SILL RISERS V.4_cJ PARTS #18, #20, #22 OR #24, CONCRETE/CMUINSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-HOOK MOUNTING EMBEDMENT: SEE ADAPTER CONCJCMU TABLE A, SHEET 1 ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET I (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 2 1 ►A0DUCf2FVWED _J. r maPhlee whh We Flur44 1-1/4" MIN. EDGE DISTANCE traW°aCOd° Atep1°tace No -C 2 —� E><riestlw pre a /-2 I z. P-HOOK SMS ANCHOR TYP., / SEE ANCHOR NOTES J EXTERIOR P-HOOK CONCJCMU ANCHOR TYP., SEE EXTERIOR fl, & TABLE A, SHEET 1 ANCHOR NOTES & TABLE v (ALSO SEE TYP. 2.693" MIN. A, SHEET 1 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS jEh P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS #19, #21. #23 OR #25, Ka PARTS #19, #21, #23 OR #25, METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A, 2A 8 3A MOUNT (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY VENICE FL 34275 CENT. OFAUTN. #2RM SERIES 670 ALUM. SGD - NON -IMPACT s.rwuarc sue" eirt m"rob scae7a NTS 1 14 @ 22 PGTO128 CSC` .••. ... ,� ';. gH705 Ev A± LYN•1 MIL•L1='R, P.E. P.E.# 58T05 y ,jw 6 CONFIG. EXAMPLES MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. NOM. PANEL WIDTH DLO TYP. PER TABLES 1-3 HEADER DETAIL'A', WIDTH INTERIOR SHEET 18; INSTALLATION DETAILS'AW &'Ad,� EXTERIOR SHEETS 12 & 13 90" PANEL PANEL TYPE PANEL TYPE PANEL CORNER DETAIL'N2', TYPE OS' 'AS' TYPE SHEET 19 & CORNER IA, K ANCHORAGE SHEET 11 NOM. MAX- UNIT MAX,PANE /• MAX. HEIGHT DLO INTERLOCK DETAIL 'M', SHEET 19 PANEL WIDTH TYP. PER HEIGHT SEE PER HEIGHT ,TABLES EXTERIOR INTERIOR NOTE 2 TABLES 1.3 1-3 +� JAMB DETAIL'GT, SHEET X x 18; INSTALLATION DETAILS x 'GW &'Ge. SHEETS 12 & 13 ' % 90" SILL DETAIL'D', SHEET 18; J INSTALLATION DETAILS EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX 'DW &'Dc', SHEETS 12 & 13 #10 X 1-112" PH SMS PANEL CORNER DETAIL FRAME CORNER DETAIL SILICONE HERS DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT= DOOR UNIT HEIGHT-1.866' #8X1" PH SMS PRODucrREVISED d cotaPMng-Alk toe Florida kcWinc Cw AMPWce No /G-aQ2 - 3 E.Pleat{r b SE— " rei.tl �Mtd NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. ✓.; 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. ^•o. 587r)g _ 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. _ RrM➢Y. hM1: RrrbMs 10707ECNNOLOGYORIVE N. YE IM n 34278 ANCHORAGE DETAILS /EXAMPLEELEVATIO Rr.60nc (wi>asfeoo cERr.oFaunl829200 SERIES 670 ALUM. SGD -NON-IMPACT . A. LYNN NIILCER P.E. P.E.058705 e.maroae SOD-670 �+ NTS f5 > 22 PGT0128 B u"`d0 JR 0?/ZO/14 a CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 M'. SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13 IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 18; SHEET 18: INSTALLATION DETAILS TV & 18; INSTALLATION DETAILS INSTALLATION DETAILS'AW VAC.DETAILS'Gw' &'Gc', L2, SHEET 19. 'Aw' &'Ad, SHEETS 12 & 113 SHEETS 12 & 13 SHEETS 12 & 13 90° L SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHEET 15 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'D' 'A' PANEL h UN HPIE WIDTH TYP. MAX. PER SEE TAB DLO TABLES 13 NOTE 2, 1- HEIGHT SHEET 15 a � a D MAX I iwiT WRTTH -- — GHT PANEL PANEL PANEL 'TYPE TYPE TYPE X. ,A 'CS' 'QS' IT SILLDETAIL / R D', SHEET / MAX / PANEL / LES 18; WIDTH TYP. 3 INSTALL DLO PER DETAILS HEIGHT TABLES 1-3 DV &'Do', SHEETS 12 X a &13 , X X MAX. DLO JAMB DETAIL'G3', SHEET WIDTH 18; INSTALLATION DETAILS TYP. �'GW &'Go', SHEETS 12 & 13 QV EXT IOR INTERIOR PANEL INTERLOCK DETAIL TYPE 'M', SHEET 19 MAX. UNIT 90° OUTSIDE CORNER / HEIGHT DETAIL 'N1', SHEET 19 & PER CORNER ANCHORAGE SEE TABLES SHEET 11 -NOTE 21 1-3 INTERIOR SHEET 15 EXTERIOR a NOM.PANEL X WIDTH TYP. PER TABLES 1-3 MAX. UNIT WIDTH SILL DETAIL'D', SHEET 18: �� MAX. UNIT WIDTH EXAMPLE: OXXX INSTALLATION DETAILS 2-TRACK 'DW &'Do', SHEETS 12 & 13 EXAMPLE: 90n OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL'11', SHEET 18; ASTRAGAL DETAILS'Lt' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'Iw' & L2, SHEET 19� ,'1 INTERLOCK DETAIL'M% S�HHEEETI 'Ic', SHEETS 12 & 13� '' HEADER DETAIL � 1 —'JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J' &'W, SHEET B', SHEET 18; i 18; INSTALLATION DETAILS 19; IN DETAILS'JW, INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION DETAILS'Bw' &'Bc', DETAILS'IW Vic', SHEETS 12 & 13 'HW &'He', SHEETS 12 & 13 Jc','KW &'Kc', SHEET 14 SHEETS 12 & 13 MAX HEI P TAI MAR. UNII WIu In --- PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE R' L' M' 'F UNIT NOM. z o PANEL WIDTH TYP. a � z CRT / PER-3 ILES NOTE 2 TABLES 1-3SHEET15 LiEr X X X I -----�(1 EXAMPLE: OXXXp SILL DETAIL'E, SHEET 18:- (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ec', SHEETS 12 & 13 1070 TECHNOLOGYI N. VENICE FL 34275 CERT. OFAWN.. M29205 i�—�— MAR. UNI I ww I n �I PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE M' F F P' MA NOM. UN PANEL / WIDTH TYP. PE PE SEE MAX. PER TABI —NOTE 2, DLO TABLES 13 1- SHEET 1b HEIGHT 6 x LL L x D X. R IHT R .ES 3 EXAMPLE: XXXO SILL DETAIL'F, SHEET 18; (4-TRACK, BY-PASS) INSTALLATION DETAILS FW &'Fd. SHEETS 12 & 13 HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS 'CW &'Cc', SHEETS 12 & 13 FRIES 670 ALUM. SGD - NON -IMPACT saa57o NTS 16 d 12 POT0128 n navm.�.u� 6i lTocl4p Mw1in�('wde AccepWlte Nn IL-0629-3 Ili w' nl,a raa.n rlo. �a;os n.......... A. A. LYNN IkLER, P.E. P.E.M 58T05 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LocKSTILE ASTRAGAL ASTRAGALASTRAGAL UT ASTRAGAL BOXIN INT CORNER BWl EXT CORNER 8/IO�CNK�SE EXT CORNER a INT CORNER EXT 80 RHANOLER CORNER BO RECEIVER EXT CORNER W HANDLER INT CORNER 136 R TYPES INTERLOCK our INTERLOCK IN STILE W/HANDLE BOX OUT BOX IN VB/Oj{XppjDLE W/HANDLE HANDLEE WlHANOLE90 WI Nils #,# #3, W/HANDLE 01 JJ„y6 SINGLE INTEO F PP K L TR TQ TC TA TV TW o / ��o,,,, SINGLE B E P A� C `� (/,1 1 C SQ V IC CA V CV V ��j` w INTERLOCK � IN (Nl I L1C FIXED RR R / S S FD FC FV FW STILE LurWJOHANDLE D M J J ' (eaxalT) f Nl LLI ASTRAGAL BOX Our L R p PANEL NOTES: W/HANDLE /aox ou0 / 1. SEE OP TABLES 1-3, SHEETS 6.8 FOR PANEL >- F— SIZES & DESIGN PRESSURE. LEFT 41NTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF ASTRAGAL W J BOX IN W/HANDLE 9=JAQ _ PANEL I�EXTERIOR PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. ASTRAGAL T / / (— STILE V STILE 3.90' ASTRAGALS TO USE HEAVY-DUTY STILES U) Box CUT ��� taaxaun (#61), CORNER RECEIVER (#118) AND EITHER LL PANEL "E' SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND REQUIREMENTS. EXTERIOR (#119) OR INTERIOR (#120) CORNER ASTRAL T r , �f APPLICABLE STILE/ASTRAGAL ASTRAGALS. LU _1 BOXIN Max" ma Av 4.135° ASTRAGALS TO USE HEAVY-DUTY STILES INr COMER 90 LOCKSTILE RT Cl Y) (#61) AND CORNER ADDON(#31). _J Lu WI HANDLE #12 ---1I .232' SILL RISERS OPTIONS �{� •23T EXT CORNER z Q CL 90LOCKSTILE- WI HANDLE #119 QT QS —+j ,232" I EXTERIOR 232„ I EXTERIOR .062' EXTERIO 1 EXTERIOR .062" 4.055' J. a .062' 3.305' VfiODUCf REVI6P.D EXT CORNER 96 90 RECEIVER CT CS / W/ HANDLE #119 / 2.355' n w rnaplyinl xiti Ike Floes 1.68T I� Accept Code � ��? INT CORNER #6! 90 RECEIVER A T AS DF •062" 1 Aetptun No O(. Z dS E3Ilntlo� Dnte WI HANDLE ,6" SILL RISER FLAT • 20 SILL RISER, FLAT 22 SILL RISER. FLAT 24 SILL RISER, FLAT GLOW, 2-1/2' OMEDIUM, 3-1I4" OHIGH, 4" EXT CORNER #118 /'+ CF 90 RECEIVER FLUSH. 1-1l2" --►tF .750' EXT CORNER 1 RECEIVER iX11 �J VI / HANDLE VI/ #g� VT VS VF j+ 750' EXTERIOR J50' 1 ,906' EXTERIOR .062' EXTERIOR EXTERIOR .062' aI —�{ 4.055' a •062" 3.305" NT CORNER I35 RECEIVER Vy , w'T WJ ^ WF WJHANDLE #g,�JQL 1.56T062' 2.555 18' Zi SOWILL 25 HIGH, 4 SILL ER, BOX S7-R1/2"" 0 BOX BILL 23 2IS MED UIM, 3-1/4"SER FLUSHSILL ' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 T" F.WBr. ,.=`= ' 1o70 rECJ%+/OLoGYDRWE N.V9✓I FL3/276 CERT. OFAUTH. W296 ® PANEL TYPES ="`•-. r',. _,_.p.,.• ��'•.;. �_.,"•:...-•'..-,;i'.'. A. L1'NN'MILLER, P.E. P.EJl68705 Wi wWior ns SERIES 670 ALUM. SGD - NON -IMPACT sys: SGD-070 NT$ 17 m 22 O1'mN° PiiT0128 mr. B �" JR wa 0220/14 rnv ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) G1 2-TRACK JAMB 6- LONG CLIP #105 105 @ W/ RETAINER #106 MIDSPAN (SHOWN WITH FIXED PANEL TO THE INTERIOR) �L EKIERIOR G2 LENGTH h10X3/4'ft-.-OFFULL 2-TRACKJAMB SMS, X 3CLIP #80 OR#1056"LONGW/RETAINER#123 (SHOWN WITH MIDSPAN 80FIXED PANEL TO THE EXTERIOR) 1 yEXTERIOR EXTEF SHOWN WITH OPT. SCREEN TRACK EXTERI a 2--TRACK W/SCREEN A FRAME HEAD 2-TRACK W/SCREEN FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-6 FOR DP (PSF) ASSOCIATED WITH STILE. �l G3 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) 15 4 � 2-TRACK JAMB ;53u W/SCREEN EXTERIOR FULL PANEL JAMB LENGTH 75 & 107-11 17 10 OR 61 16 5 5 SEE DETAIL G1 FOR FIXED LJ 80 PANEL CLIP K PART ocV76 SEE DETAIL G2 103 FOR FIXED 5 PANEL CLIP 5 16 �EXTERIO II17 yFMERIOR60 OR 61 IDES v 3-TRACK JAMB H1 (SHOWN WITH 3-TRACK JAMB 4-TRACK JAMB E- (SHOWNV I17TH (SHOWN WITH FIXED PANEL TO FIXED PANEL TO 4-TRACK JAMB 12 (SHOWN WITH OPERABLE PANEL) OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) v C EXTER G 3-TRACK e FRAME HEAD 69 EXTERIOR EXT 72 OR 73 9 11 113 5 3-TRACK E FRAME SILL 1070 TECHNOLOGYDRNE N. ViBX7 FL 94275 (941f480.1600 CER7.OFAUTN.119296 4-TRACK MAX. UNIT FRAME HEAD HEIGHT PER TABLES 1-3 4-TRACK F FRAME SILL FRIES 670 ALUM. SGD - NON -IMPACT MEee 8mw y A++�WWfu scD a7o NTS 18 d 22 PGTO128 PRODUC F itEVISED n —P17bQ wilt the "otift bwiinR Pnle Aceeptwce No 6—alz FAVirrrlNn ate {da. �67C5 6 u L 6 :.-u u'ATE 'A. Ll'NNi MILI'PFi; P.E. P.E.0 58706 4 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) ,R EXTERIOR �P-HC L ,)Z, EXTERIOR ��// I a I I I I II 90. I 9/ o. EXTERIOR INTERIOR EXTERIOR INTE a STANDARD ASTRAGAL #67 HEAVY-DUTY ASTRAGAL #68 L1 WITH STANDARD STILES #60 L2 WITH HEAVY-DUTY STILES#61 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) jfiEhl35- OUTSIDE CORNER 01 2-TRACK SHOWN a dfih90- OUTSIDE CORNER Nt 2-TRACK SHOWN INTERIOR 15 EXTERIOR K6 O®135- INSIDE CORNER 2-TRACK SHOWN INTERIOR 6 11 7 9T INSIDE CORNER NP 2-TRACK SHOWN L 170TECHN0LOOYORIVP HORIZONTAL SECTION DETAILS, CORI L VENICE F131775 SERIES 670 ALUM. SGD - NON -IMPACT aM� aner e+.e oinpr�a CERK OFAUM.021AM yff. 1.0 1 NTS 1 18 + 22 PG70128 EXTERIOR INTERLOCK ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. PRODUCE REVISED oe pl7B`whbtheFkAw Arrepteee No 6 OL2 •off E,plrrfee aIe T., �I/6 j r: A. LYNMIAIL kk P.E. P.E.0 58705 Item # PGT DW .# PGT# Description 1 17306 017305 2-TRACK HEAD 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 3 1730D 617309 3-TRACK HEAD 4 17312 617312 4-TRACK HEAD 5 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEAD/JAMB SCREEN ADD -ON 7 17304 011304 2-TRACK SILL 6 17301 OlT301 2-TRACK SILL WITH SCREEN PAL 9 17307 617307 3-TRACK SILL 10 17310 817310 4-TRACK SILL 11 17313 817313 FRAME SILL TRACK INSERT 12 17315 61T315 FRAME SILL SCREEN ADD -ON (SEE NOTE 3) 13 17316 617318 FRAME BILL SCREEN END ADD -ON (SEE NOTE 3) 14 17305 617305 2-TRACK JAMB 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 16 17308 617308 3-TRACK JAMB IT 17311 617311 4-TRACK JAMB 1S 17322 617322 SILL RISER -FLAT, FLUSH, 1-1/2' 19 17319 017319 SILL RISER -BOX FLUSH, 1-112' 20 17321 617321 SILL RISER -FLAT, LOW, 2-1/2' 21 17318 1 617318 SILL RISER- BOX LOW, 2.1/2' 22 17355 1 617355 SILL RISER- FLAT, MEDIUM, 3.1/4' 23 17354 1 617354 BILL RISER- BOX, MEDIUM, 3-1/4' 24 1 17323 1 617323 SILL RISER -FLAT, HIGH, 4- 25 17320 617320 SILL RISER -BOX, HIGH, 4' 28 17333 617=1 POCKET P-HOOK 27 7070 07070 INEOPRENE BULB WSTP FOR P• 40OK 28 17334 017334 POCKET P-HOOK MOUNT 29 17335 617335 P-HOOK COVER 30 17348 617M POCKET P-HOOK FOR BOX RISER 31 17376 617378 135 CORNER 32 17378 e1737B 135 FDED MOUNT ITEMS 40.53 ARE SCREEN PARTS: 40 4318 612256 SCREEN SIDE RAIL - LOCKSTILE 41 7LOCKWG6K SCREEN LOCK6ET q2 41Bi8 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 1 612256 SCREEN TOP RAL 40 1 4318 1 612267 SCREEN BOTTOM RAIL 47 668 76RA2 STANDARD ROLLER 48 688 7SRAX STANDARD ROLLER- ST. STL 49 4344 64344 SCREEN ASTRAGAL ' 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 61 1692 6102 SCREEN SPLINE 52 1694 61694 SCREEN SPLINE -.150' 63 61816C20 SCREEN CLOTH 54 1725 112 XV X 1116' SET. BLOCK, NEOPRENE 85 NS 55 1726 1' XV X 1/16- SET. BLOCK, NEOPRENE 85 -1-5 Item # PGT Dw . # PGT # Description 60 17325 617326 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 817327 INTERLOCK ADAPTOR 63 1225 OTP248 VINYL BULB WSTP. - THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 1 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 ITOP 8 BOTTOM RAIL 70 17350 4173SO 1WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71895 1-1/2- X 1' X3/4' HIGH FIN SEAL DUST PLUGS ' 72 8153 78163X ITANDEM ST. STL. ROLLER ASSY. 73 8153 78163N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW-888, DOW-995 OR GE-7700 76 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WA.ONG TRIM PLATE 76 71032XIFPFX N1032 X1' FL. SS SCREW WI TYPE'F' TIP 77 7103239 1032 STEEL ZINC U-NUT 78 17368 617358 3/18 S 1/4' BEAD 79 17357 617357 1' IG BEAD 80 17350 617359 7/16' BEAD / FXED PANEL CLIP 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 61745 1745 LOWE ING 1/2' X 1/1S' SGL SIDE ADH. TAPE, POLYETH. 100 SM2 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1896 71698 DUST PLUG 103 8186 78166X 1' KEEPER 104 663 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 F002D PANEL CUP - 6' LONG 106 17352 617352 FIXED PANEL RETAINER-9I16' 107 1730 71739 HANDLE KIT. INTERIOR RAISED WITH THUMB TURN, USED WITH #75 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE, USED WITH 075 IOB 1731 78162SN HANDLE KIT • RECESSED INS WITH THUMB TURN, USED WITH #75 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL, USED WITH 075 III 710)34PPSDAX 010 X 314' PH. PN. TEK - S.S. 112 1235 67SI6 WSTP, .270 X. 170 - FIN SEAL 113 1712 64088 .187' X.230' FINSEAL 714 71OX115PPX 010 X 1-1/2' 115 710VPT 010 X P ' 118 720XIX 014.20 X 1' S.S. 117 720XI12X 6%20X1-112'S.S. 11B 17338 817338 90 DEGREE CORNER RECEIVER 119 17337 817331 90 DEGREE owsuE coKNERASTRAGAL 120 17338 8117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 617352 IFIXED PANEL RETAINER 7/8' f070TECNNOLOOYi N. VENICE, FL $4275 04ly+eo•166D I SERIES e.rwr,e CERT. OFAU7H. p2p288 m SGO-070 SGD - NON -IMPACT NTS 1 20 + 22 1 PGTO128 NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 56-59, 66, 81, 84-99, 121 S 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3H6' MASONRY ANCHORS @ 24' MAX. O.C. PRODUC f REVISED o a,m Pl3ipg n Alk the F4rt18t babihZ Gsck AtceoawcHo L—dL2 Ezpkvdm 41e A. LYNN MILLER, P.E. P.E.p 58705 5.069" 8.562" 0.080" 1.211" 1.505" 0.081" O2-TRACK HEAD t0 4-TRACK SILL (6063-TB AL) (6063-T6 AL) 6.198° -M -T 1.211 D.OB1" O2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 6.526" 0.080" 1.505' O9 3-TRACK SILL (6063-T6AL) 7.105" 6.221" 0.080" uu T 1.211" 1.505' 0.081" O 3-TRACK HEAD 8 2-TRACK SILL W/ SCREEN TRACK (6063-T6 AL) (6063-T6 AL) 9.142" 4.49" 0.080" 1.211" 1.506" [T--n �m__L 0.081" O4 4-TRACK HEAD 02-TRACK SILL (6063-T6 AL) (6063-T6 AL) 1,514' 1.260' 0.L�m" 0.060" 1.516' FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN ADD -ON 12 ADD -ON (6063-T6 AL) (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16' MASONRY SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C. -w- 0.060' 0.760' 1.990" FRAME SILL SCREEN t3 END ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24- MAX. O.C. 1W67EONNOLOOYI W. VENICE, FL 3075 CENT. OFAOTN.I 29M B. 2-TRACK JAMB W/ 15 SCREEN TRACK (0063 TB AL) 14 t6 3-TRACKJAMB (6063-T6 AL) -y 1.36" 1.872' 0.062" 1.019" 0.081" SCREEN 40 STILE (6063-T6 AL) 5.069" �{ 1.045" 1.993' 0.062" Ot4 2-TRACK JAMB 4 CREEN TOP RAIL (6063-T6AL) (6063-T6AL) 17 4-TRACK JAMB (6063-T6AL) I SERIES 670 ALUM. SGD - NON -IMPACT I SGD-67O I NTS 1 21 a 22 1 PGTO128 Pa 0.875' 1.993"L0.062" SCREEN 40 BOTTOM RAIL (6063-T6AL) PRODUCT REVISED u eae,plyfe[ w'hY Ur FbriSc bt W et Cwdt Attepteeee NoO3 e.Firwfe. Delcc A. LYNN MILLER P.E. P.E.O 56706 0.718" 0.83" 2.304" -� 3.802" I� 0.752' L- 3.802" -�j - j 0.752° rr=� E i I 0.885" 0.574' 1.163'I 0.082" 0.796" 1 J 0.080° 0.062' 0.284" 0.075" 0.23310.082' FRAME SILL PH OK MOUNTING P-HOOK SCREW 5 11 2s P-HOOK 2e ze 30 P-HOOK FOR BOX RISER SCREW COVER OTRACK O OADAPTOR COVER D.o80' (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-TB AL) (6063-T6 AL) (+ 4' .155" 4- I ILII 2.30' 1.488' 1.739" f L = o.oeo" 0.830' 0.062" 1.600 0.133' 1.800 0.062" 1.303" I .080" 1.870" I j��' 1.888" .016" I (-.- 3.125- --� Itl Q 5" 1.92.4 3.125' 0.062" 2.44" INTAPERK INTERLOCK LOC65 a1 135" CORNER 32 135° FD(ED MOUNT so STANDARD STILE et s2 HEAVY DUTY STILE (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-TB AL) ADTER SCREW COVER (6063-T6 AL) (6063-TB AL) 3.979" Lro-o-75- -r-- 1.646" 0.125"" 67 STANDARD ASTRAGAL (6063-T6 AL) 4.125' �•� 1.645" 0.082" 1.304' 0.281' --4 [- HEAVY DUTY ASTRAGAL (6063-T6 AL) 69 TOPBOTTOM RAIL (6063-T8 AL) il 1.050"1.05�0" � �1.050° 289"1 f" .849° .045" .045" ��- A45- )F- 79 B DIN G. sn BEAD, FLIEIDG (6003-T6 AL) PANEL CLIP 79 GLA2 NG4„ B�- (6063-T6 AL) (6063-T6 AL) 1.003" 1.03" 4„ 5.621" 0.757' 0.080" 0.050" f05 FIXED 0709' PANEL CLIP .2.893" 0.133" (6063-T6 AL) I I 1.498' 0.133' 1.498" 550' -+j (�- -�-I 0.063 I+ 0.080° IfjJl^I(Ilj-� FVED PANEL 5.621" 4" 0.709" 123 RETAINER, 7!8' 120 90° INSIDE CORNER ASTRAGAL 0.080° - �F� -� (6063-T6 AL) 2'828 tte 90' OUTSIDE CORNER ASTRAGAL (6063-T6 AL) FIXED PANEL toe t18 90' INSIDE/OUTSIDE (6063-T6 AL) RETAINER, 9/16" CORNER RECEIVER (6063-T6 AL) (6063-T6 AL) mO BY• RIVYMI'z yam. 1070TECHNOLOOYORM EXTRUSIONS K MICE, FL 34276 tr (0oHao.16W SERIES 670 ALUM. SGD - NON -IMPACT srrLahL sae SM! 6rpM f JR 200/14 V�vyn.rs CERT. X29286 R® 6cD-070 NTS 22 d 22 PGT0129 tRODUCr REVISED 1w1Hq C Y why rice E7oe1" E 4te �Le ? STA A. LYNN oLLER, P.E. RE 58705 1. 24 CAGE BERTHA GALVANIZED S7Ea STORM PANEL (2- DEEP) SHOWN ON THIS PRODUCT EVALUA77ON DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) FLORIDA BUILDING CODE THIS 24 GAGE BERTHA GALVANIZED STEEL STORM PANEL (2- DEEP) SHALL BE BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (ML4Ml-0ADE/8ROW4RD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEC77ON 1609 OF THE ABOVE MENTIONED CODE FOR A WEND SPEED AS REQUIRED BY THE JURISDIC770N WHERE THESE SHUTTERS WELL BE INSTALLED AND FOR A DIREC770YAUTY FACTOR Kd--085. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL NOT D(CEED THE MAXIMUM (A -SD) DESIGN PRESSURE RATINGS INDICATED ON 5HEE.75 2, 6 7HRU 10. IN ORDER TO VERIFY THE ABOVE CONDITION, UL7IMATE DESIGN WEND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED 70 A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 '1N ORDER TO TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 6 7HRU 10. 24 GAGE SER HA GALVANIZED STEEL STORM PANEL (2' DEEP) ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED 1N ACCORDANCE WE1H SEC770N 1609.1.2 OF THE ABOVE MENTIONED CODE, AS PER AMERICAN TESTING LAB OF SOUTH FLORlat REPORT { 0304.01-08, AS PER ASTM E 1866-05, ASIM E 1996-05 AND A57U E JJO-02 STANDARDS; AS WELL AS REPORT j 1220.01-05 AS PER ASIM E 1886-02, ASTM E 1996-02 AND ASIM E 330-02 STANDARDS AND AND REPORT ii 0926.01-03 AS PER ASIM E 1886-97 E 1996-02 AND ASTM £ MO-02 STANDARDS, OLWJAEO FOR WIND ZONES 1, 2 AND J. MISSILE 77PE D (BASIC PROTEC77ON ONLY) AND FOR INSTAUA77ONS AT NON ESSENTIAL FAC/LITTES AS DEFINED BY SECTIONS 6 2.1.1 AND 6.Z 1.2 OF ASTM E 1996-02 AND AS7M E 1996-05. Z ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OU41ITY AS7M A-653, GRADE 80 WITH MIN Fy - 106.0 ksi, WE1H G-90 GALVANIZED STEEL DEWGM47ION. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCGA77ON 6063-T6 ALLOY & TEMPER U LLSS OTHERWISE NOTED. THE ICKNESS OF ALL. EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. STORM PANEL COMPONENTS Qg STUDDED SNAP TRACK AND 1l FEMALE COVER CAP ARE PATENT PENDING. 4. ALL SCREWS TO BE STAWIE4S STEEL 304 OR 316 AISI SERVES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 ksl )7ELD STREN97H AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORID4 BUILDING CODE SECTION 2411.3.3.4. S. BOLTS 70 BE ASIDE A-307 GALVANIZED STEEL OR AM 304 SERIES STAINLESS STEEL. WITH 35 ksf MINIMUM 11EID STRENGTH. 6. ANCHORS 70 WALL SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): (A) TO OZ77JVG POURED CONCRETE: 11. > J192 psi. MIN. - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDLx - 1/4' 0 S.G. TAPCONS AS MANUFACTURED BY L'T.W. BUILDIJ(. - 1/4' 0 x 3/4' ALL POINTS SOUO-SET ANCHORS AS Dl57RIOUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY NOTES At) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4� A2) MIN IUM E:M5WWf 11T OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO E3IBEDMEHT INTO STUCCO SHALL BE POW177ED. 1/4- 0-20 SS MACHINE SCREW (SIDEWALK BOLT OR TRUSS HEAD) USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO IXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AJ) IN CASE THAT PRECAST STONE pRECAST CONCRETE PANELS OR PAVERS BE FOUND ON THE EXIS77NO WALL OR fLOOR, ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAW STRUCTURE BEHIND SUCH PANED ANCHORAGE SHALL BE AS INDC47ED ON NOTES Al) & A2) ABOVE (B) TO D(ESRNG CONCRETE BLOCK WALL, A57M C-90 UNITS: - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY LT.WW, BUILDEX. 1/4' 0 Sr, TAPOONS AS MANUFACTURED BY I.T.W. BUILDER W/ fin - 1500 Psi. M/N. 1/4' 0 x 3/4' ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY W/ rm - IBW Psi. MIN. NOTES 8 1) MINIMUM EMBEDMENT OF TAPCON INTO CONCRETE BLOCK UNIT SHALL BE 1 1/4 B2) MINIMUM IWBEDMEN OF 11410 x 3/4' ALL POINTS SOLID -SET ANCHORS SFWl BE 7/8' INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4- 0-20 S.S. MACHINE SCREW (SIDEWALK BOLT OR TRUSS HEAD) USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WADS WITH NO STUCCO. 8.J) IN CASE THAT PRECAST SMNE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISDNG WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE- BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON N07ES B.1) AND B2) ABOVE (C) TO EXISDNG WOOD FRAME BUllD/NG$ WIN SPECIFIC GRAVDY G = 0.55 - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. BU1LDEx - 1/4' 0 S.O. TAPCONS AS MANUFACTURED BY LT.W. BUILDEX. - 1/4' 0 SAMMYS SCREW ANCHORS (SSC) AS MANUFACTURED BY ITW SUILOEX. NOTES C7) MINIMUM 771READED PEONEM4770M OF TAPCONS, SG OR GAMMAS SCREW ANCHORS (SSG) IML7 WOOD UNIT SHALL BE 1 1/2'. C.2) ANCHORAGE SHALL BE PERFORMED BEYOND ANY FINISH MATEMAL AT WALL LIKE BRICK VENXR STUCCO OR ANY 07HER FINI51/. ANCHORAGE SHALL BE AS INDICATED ON M07E C 1) ABOVE. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMEND7A77ONS AND SPEAYF/CATIONS OF THE ANCHORS MANUFACTURER. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOUDWENG INSTALLATION DETAILS SHOWN DN SECTIONS 1 THRU 5 (SHEETS 4 & 5 FOR CONCRETE/BLOCK SUBSTRATES) AND AL7FRNA77VES 1 THRU 6 (SHEETS 8 & 9 FOR WOOD SUBST UMS) EXCEPT THAT HEADERS Z 2A, 3 & 4 SHALL NOT BE USED. EL IT SHALL BE THE RESPONSIBILITY OF 7HE CONTRACTOR TO VERIFY THE SOUNDNESS OF 7H£ STRUCTURE WHERE PANEL IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS PANEL SHALL ONLY BE ATTACHED TO POURED CONCRETE CONCRETE BLOCK OR WOOD FRAME BUILDINGS 9. THE 1NSTAUA770M CONTRACTOR IS TO SEAL/CAULK ALL PANEL COMPONENT EDGES WHICH REtIA/N IN CONRNUOUS CONTACT WNH THE &#UNNG 70 PREVENT WEND/RAN /NTRUSnY CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. f0 24 GAGE BERTHA G4LYAN/ZED STEEL 57ORM PANEL (2- DEEP) SHALL COMPLY Km SPECIFTCAnous INDICATED /N INIS DRAWING PLUS ANY BUILDING AND ZONING REGUTA77ONS PROVIDED BY THE JURISDICNON WHERE PERMIT IS APPLIED 70. 11. SNUTIER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PANEL IN ACCORDANCE WTIH SECTION 1710AJ OF FLORD4 BUILDING CODE ONE LABEL SHALL HE PLACED FOR EVERY OPEN/NLL LABEIWG ID COMPLY WDH SEDDON 1710.8.2 OF THE FLORIDA BUILDING CODE 12 (o) THIS P.ED_ PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; La WHERE THE SITE CONDITIONS DENATE FROM THE P.E D (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON IRS P.E.D. PROVDED HE/SHE DOES NOT DEVMTE FROM THE, CONDfMXS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (c) THIS RED. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEWS- (d) WE SPECIFIC PROJECTS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSI8LE FOR THE PROPER USE OF THE P.ED. ENGWEER OF RECORD, AC77NG AS A DELEGATED ENGINEER TO THE RED. ENGINEII{ SHALL SUBMF TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (e) THIS P.EOD, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED ?. �n Habitat 1200sf.:, THIS DRAWING SHALL ONLY 8 �"�, OBTAIN PERAOIS IN THE STAD�IOla�6Ei Tots... s ry .S FLORIDA BUmom"ffflbu Verom 1Ti a e c �11✓E%6IF [/ 402715 TBTELD. IN- 24 G4 Bmp, EL WN S -� � T��prC%1' I L E C O 7ARC. nEur TE5711N0 d< ENG/N£ER/NO COMPANY WEST PALM BEACH, FL M407 R47E 15-041 {��(�!/•. •• •` �P,1 D A. <<c. y. 6555 KS M Si M. MGM 04"m FL .Q166 ,.�.: (,-Ism . : r>�,6„-!s„ PIN: 561 533-cost FA�e s7 WB-47M I ) iJ ) IbZtIyNC No `r`��7�e�JQA•t1E �• •F \�"�`RN __ _ 7 . \\ WALIER 1 J P.E FU)f" Lim / 44167 �i na lmaansw s m! r orsrnr�ar d1Y .. M15 FULL PANEL W/O HEMMED EDGES FULL PANEL W/ HEMMED EDGES O STORM PANEL SCA/F 3/a" = 1' .. ' 00HO N ANCHORS (SEE SPIMW —r—{ Mac M; I 1 min. T M;n. I—r--t CONOXX MC q— (SLF SLYLED W I r� MF• STORM PANEL I M;n I . TYPICAL ELEVATION N. T. S. HALF PANEL W/O HEMMED EDGES HALF PANEL V HEMMED EDGES SEE CLOSURE DETAILS ON SHEL1- 5 v JLI�I/V1N1 H_ry ``ems fir: ,,... ^ _ •.: �/�o��� l0ctAIs�.. NO. 44 /',,,. NA L MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s. f. ) AND CORRESPONDING MAXIMUM PANEL L �NGTN "L" NOTES: (1) C+: i4X ALL WASALCINAMEPAN LPANELLEN 1.FMOR RW A MEN P09D-£ASD. AV FAVLG eOtp L-: WK AllOn'Aft£ PANEL lENGIM FOR A CNtN NECAINE ASD_ DtSIGAI IACD. (2) AWCEIXAM Ta DEAR WaAIL.EI PANEL LEN6M fM 1114LL L�?IW OR FLOORICELm MEN A P09MV A&D. DE9W LGW, DEMMI/E "WUL l PANEL LENGTH 'L+' FROM GNEN A KrAZWE ASD. DEDW LCMD, DE7E UENE WX=M PAVEL LENCM 1- FROM 'ChED E FAME WMEW ALLOWAME PANEL LENOM 6 E71LML 70 THE OELEYNMLD PANEL LENM BETWEEN Z+" AW 'L- . (J) LWNWW PANEL L04GM 70 BE 45' AVIPCIFTF AtiClr Am MAXIMUM PANEL LENGTH 'L+' OR 'L-"' (fL) 0 Mto" D. ASDESIGN (6�� CONCRETE OG`R7ETE SOCK e FOLD IXSfAWDDM U LPAVa LFAM/ Muc LAPEL (fL1 . J2.6 91-10" 9=10" J4.0 f 9-7- 9 =70" J6.0 91-4" 9=40' J9.0 9=1" 9,40" 40.0 8-10' 9 =10' 42.0 8-7' 9'-10' 44.0 8'-5' 9'-6 46.0 8•-J' W-1' 46.0 8'-1' a,-8' 500 7*-I1' 8'-4' 52-0 7=-9' e-o' 54.0 Y--r 7'-O' 56.0 71'-5' 7=1' 57.0 7t-4' 7-4' 71 SEE CLOSURE `-DETAILS ON SHEET 5 FLORIDA BUILDING CODE Hurricane Z h 2.187' N I t t N p J ?.066" N nao' �i I-2.O0D---i e 2.289' n Q "h" HEADER 74' .188" 1T n I h to R. 062" LI- F--u93" TYP. © "F" TRACK ® "h" WADERCOPTIONAL) 1.000Max 1 N v o .090" ro.0, 07 1 " STUCCO .TRACK .095" .666- .813' XNURLED slugs w WASHER 147NCNUIS L. AT L R 108' 10 STUDDED SNAP TRACK 3O BUILD OUT "h" HEADER (3"BUILD OUT HEADER MAX �j—.093' 0 1/4'--20 r 3/4" SS n �WAWURLT S7UDS W/ WASHER WINGNUIS 0 AT 12' RC IN m I-2000--I ® STUDDED ANGLE .548' I 281' N N R1.902" R1.828' os2- 7rP Q1 FEMALE COVER CAP EDGE OF(D LLL 2 464 2s4\ ' ;0 ® "U" HEADER J_ • 5A, 0.377' t ' + r +j ' p - EDGE OF ( hU h EDGE OF lO ® ® LARGE KEY HOLE ROUND HOLE AT PANEL C440' ' o 0 T -4 .660' �--f O.D. (p WASHERED WING NUT DIE CAST (ZINC 7) NICKEL PLATED ` tt:ttiu:3�t pL1Er1?dljfyr vi ? r--.214- R200- .092" .125- R.725" rn II R.T25 150' -T N n 7 384- L.000" 0"Max. 05 3" ANGLE BUILD OUT BRACKET A.T i7' w I I n� � " I I I _95Y f P.62 ® KEY HOLE WASHER 3105-H754 ALUM. ALLO)' COMPONENTS SCALE : 1/2' — 1' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02015 M=G, 8AC LE C O 1 M C. TILUT TESnNG A' ENGINEERING COYPANT aia Kr J4ri Sh 3n "XM WWI% n .mm Riaw : (lRS EP-Di00G7l W . 9 _ iffi)C)/-l9i EB- WAL77R A MOT Jr. RE iI07i'DA LJc f 44167 24 GAGE GALVAN W 6MM STEEL STORM PANG (2" DEEP) FRL MA 10' EASTERN METAL SUPPLY, INC. 420 »'EST RWM DRW MIST PALM BECH, FL M407 PH (SOY) SIT-6061 FAY-* (561) 588-4780 °'TE 15-D41 ORAWM N. ISV. b [WF![M p6 K1C b WC as rr-m ayrr/u _ _ SN&Er 7 1F 10 I SG. T(lP[1DKS ATU9 � aW OR OR 9 OR ® ,g� / OR Gl7NC j AN(7Lo1S W/ r/aVVo-Zo 9oEwAlx e07"r REWIRED 7/}-2-314' SS (SEE SCHEEXw) OR 1/} FZO TRUSS!/FAU51�SQUARE HEAD HACHINE Bqr ACI 0 W OR 9�i F+ W/ 1© AT 72' �r � W ( EDME FOR REQiRRED FOR (SEE sctrmut� ^ O.C.--''�v ANCHORS SP NG) Sa TAPLYINS n / (SEE 7 o I POURED CONCRETE j - POURED CONCRETE 'RED BLOCX r i EH_ POURED I OR �UCONQ4ETE BLOCK 1 REQUIRED I I POURED CONCRETE I IRED o I 7 1 2 T 3 I I I I 1 1 I h I 1 N I I I 7 I I I Cs 1' k. SFPA17AT10N 1 I i I 1 W I I TO GLASS i I I" AGn. SEPARATION i L 47---iiii To GLASS SfPARARLM I x I 1 yi L I TO CLASS 1 1 4Ni I I AWN... I I 1 I 1' YDON TO I I 1 1 7/4-2 3/} SS SOU IM4 HFAO l(ACHlNE j y W I I a SCREW3 W/ ©AT 12' I I _ D.C. i W2 E. P. ObIA 1 I C I ri 1 Copt I i 1/4-2aeJI4'SS 1 T SOUVE ME SCRE%5 W/ ©Ar 12' POURED C)ONGtETE I ANMORS OR CONCRETE BLOCK � I (SEE SCFIEDU[Fj /A1''n 1 I 1 REWIRED POURED CONCRETE / O oR CONCRETE BLOCK Id REQUIRED ' (op"d pas N +) POURED CONCRETE I 1"tj I I REQUIRED / ' p --� SECTION ®ANCHOR ANCHORS E D. /y J AHCHORS - In VAT (SEE _1x:vz ULE) ANCHORSI 1 (SEE 5(:FlIDULE) 6 Cant Gqp (7)�70 SECTION ®AfJCHOR5 Cont AT N NURmC4NE POURED CQyCqE7F CONDITIONS OR CONCRETE BLOCK SIDE WAIN BOLTS ARE 3/4%x3/JZ" THICK HEW MCHINE SCREW W/LtNGM AS PER NOTES A2 & ++ (SKEET 1) TR= HOW BOLTS ARE 1/2 Cxr/B' 7HACK HEAD WCHWE SCREW W/UM7H AS PER NOTES A2 x 8.2 SHEET 1). POURED COl OR CONCRE7 SECTION 1 REWIRED SECTION ® STUD SECTION 2 WALL MOUNTING INSTALLATION NOTE FOR COMBMANON OF SECTIONS E. D. = EDCE' DISTANCE WAEL/FIDOR AIOUMING SECTIONS CW BE (S701ULE ON COMBINED IN ANY WAY TO SUIT ANY INSTALLATTOAL REQUIRED BUILD OUT INSTALLATION SECTION 4 R EN POSITION +) POURED CONC1tETE—/ REWIRED SECTION ® STUD WALL & FLOOR MOUNTING INSTALLATION - mil. SECTION 3 FLORIDA BUILDING CODE 1 Hurricane k,9 (SEE 1' Mim SEPAP4770H TO CLASS C-L POIA2ED 1 REOUIR£D t� CUT M. 2"x 4'x.T25" J105—f74 OR 6053—T6 ALLOY ConL Alum. ANGLE Nor -®c.a. I CASE A (Plan W Z \J W W U y W V F a -20x3/4` S5 SIXL9R£ D MACHNE SCREWS o ® AT 12" O.C. CEILING & FLOOR MOUNTING INSTALLATION - SECTION 5 SCALE : 319* _ 1" F- 0. - EDGE DISTANCE 6)EDULE ON NOTE FOR C04fBAt4TTON OF SECTIONS - WALLIFLOOR/CELM MOUNTING SECTIONS GW HE C01WO 59 IN ANY WAY 10 SUIT ANY INSTALLAITOK VARIES POURED CONCRETE CONCRETE BLOCK OR 2 x4" WOOD FRAME REQUIRED POURED CONCRETE CONCRETE BLOCK OR 2 W WOOD FPWE REQUIRED - 1/4 TAPCON ANCHORS A 12' O. C cif/t-ZOx3/4' SS SOU4RE HERO MACHINE SCREWS y 90- t L 135- i W/ ® AT 12" O.C. W y � x � V _-_— — ----- --------- .. ,.,.�TRACKS (TYP) 2 Maz 1/4-200/4SS SQUARE HEAD µgCHWE SCREWS 4" x 4" x .072" W/ ®AT 12" O.C. 3105-H14 OR 6063-76 ALLOY Con! Alum. ANGLE CASE B (Plan) 1/4 TAFR7N ANCHORS`\ 2.500" M,h/ ua 2" x 2- x _055" TO / ALTERNATE LEG LOCATTOII 2' x 5" x _055" Con& Alum ANGLE OR .080" 3105-H154 SHEET METAL Alum BEM PLATE CASE C (PlsltR'A;c�oavrF,F7 / Pam\ `...... it.. VF •.9 2" x 3" x .093' 3105-H14 OR - 6063-T6 ALLOY C-L AI- ANGLE WITH 1/4 TAPCON ANCHORS 0 12" O. G 1/4' CL POLQMD COMWEIE �CR 2 x4- BLOCK 1 oR 2 x4- WOOD 71 FRAME REQUIRED CASE D (1lank POURED CONCRETE j CONCRETE BLOCK OR 2"x4" WOOD FRAME RE✓Q/UIRED X = BUILD OU7 DISTANCE CASE E (Plan) Xx POURED CONCRET CONCRETE BLOCK OR 2 x4" WOOD FRAME REQURED CASE F (P/an) END CLOSURES DETAILS SCALE 114" = 1 " FLORIDA BUILDING CODE (Non High Veloc/ly Hurricane Zone) 02015 787ECO, INC, 24 G4GE G4LVANFZED BERTHA STEEL STORM PANEL F.R.L. (2" DID') CRIWN BY: EASTERN METAL SUPPLY, INC. °S/?4/15 L 1 E C O I N C. 4269 NEST R04DS DRIVE WEST PAW BWA FL SMI07 Pli (561) S.U-6D6T FAX: (561) 566-47H0 15-041 TESTING d ENGINEERING COMPANY r. ,Iop� SSY!.. yy Jm "wvm G/mp,E, n mim M1vw a (JMTl71-15.D. F-: (Jfn)C)I-f9/ ORIWING No 16V. b p9ilW OnF RR Y RRf®!W ODF EB-O006719 W�ni ,�i u�<i r am II-m aVzT/Is Y _ SlIF17 5 OF 70 Aa&4CVVr HVER/my PANEL R040VAM E PANEL +' M— CAP r _ SECTION B-B SCALE : N.T.S. Aa0LZNT PANEL, 1/4-fb GIP / W @AT OF E, a,KPML0.4 n � I ■n 10'.1 (TOP) tsLE2 2' ALT L110. 6A,68 �• 1 (TOP) EACM BOTTOM OVERLAP FLANGE INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION S UE : N-T.s Imsom£O SEPAMM m I a.as I 1 I I I T I I 1/4 =20x1' S.S. I SOU.6NE I, MACHINE SCREWS W/ ®AT OVE7dIM I 1 I I I I I T ALU4CENT PANEL 114 0 TAPCOAG 70 DOSTLND WOOD HEADER AT 12' O.O. i I 1 I I 1 I I I l� ly I 1 I I I I I 11W0 STUOt 1 '` \---1/4 0 TAPMNS REQUIRED AT MO NDTH OF % PLATE AT 12- O.C. WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 6A SECTION 6B SCALE : 3/8' = I" SCALE : 3/8" = 14 INTERIORLY REMOVABLE STORM PANEL SECTIONS + 5!0£ WAW BM75 ARE J/40x3/32- THICK HEAD MAOME SCREW W/LENGTH AS PER M07ES A2 & M". A.S.D. DESIGN PRESSURE RATING = +57.0, —57.0 p.s.f. 9.2 (SHFFT 7) ++ MISS HEAD BOLTS ME 1/20r1/B' THICK HEAD. N 0wp11F� S(Y71w, E M AS PER NOTFS A.2 A• .eA 0 ii FLORIDA BUILDING CODE (Non High Velocity Hurricane Z! SF 02015 ME00. Aua 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL FJrJ - (2' DEEP) DRAWN r = — EASTERN METAL SUPPLY, INC. =�: = "' •• '5�%r/@ ' YT ` near TESr/AfG �L EC►0 B ENGlNEEA/NG COMPANY 42p WEST Ra40+^ ORA'E WM PALM BEAaf FE Fl07 are r, ". Fj` .. 55 jjvVJJ7� A ass n� �mr sa .m Iwvn Guav6 sL 3118E A1w" : (J1U717i-Imp PA: (561) 535-6061 FAX (561)-M-*7410 /// L��1••• RI �TI .• L��.\� M-OW6719 ¢v. b mnrm. wr nc r a�mr ara ORAW]NL /i. U�/1.' • ...... • WALITR A 7971T J _ P.i_ f u !I-= 'n.:( ': J.. / / Y 'i.•:YJi• i; 4/ _ t�/./ IiL _ 'I�//I( 1L:[L• :� y:I% yr�l+. Hi/:Il J._. I ' 3tiY.= : Y I �ti h I #Ji.I IJI WDF#i Y1C. /• ;_ I Ali iL�W1E AS0. 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N/A 3 (BOTTAV) 12- N/A 12' MIA 12' H/A 4 (TOP) 12• 11' 12- 12" 12. fz" 4 (BOTTOM) 12' 12" 72 72- 12' 72" 5 (TOP) 12- 72 72- 12• 12- Tr 5 (BOTTOM) IMl3RM ASa DEWN PRESS E Al' (PAL) / Q4 M AIOKO VACVG FM S 0. - J //A ARRfAHE TO S(C/ / A ANY CXOMQM OFTEEM ugxsm FW4Z TF7/ Z' (M) RE12AF ro COAT m P. M.6 70 EnsurfT Saw ro GUNCROE SET 7MV M SS.Wr SG 70 L7].QSiE ro LASOIFY N/A WA 1r Ir 12' 12" T (TOP) 12' 12 12' fr 12- 72- 1 (BOTTOM) 12- 72, 12. IT' rz' 12• 2 (TOP) +*oA -4ao Tr 72 /2' 12' 12' it 2 (BOnOU) 6=0' OR LESS I1P 70 +504 -5A0 12, 12- 12' 12' it 12' 3 (TOP) 12' N/A 12' MIA 1z" NIA 3 (a7TTOM) fr WA iT' N/A rT" NIA 4 (TOP) 12' 12, 12' 12' 12- 72' 4 (B07RIY) 72" re 12" 12" 12' 72' 5 (FOP) 12- 12" 12- 12" 12• 12. 5 (BOTTOM) ANCHORS LECFIJO ff- AAdlOR TYPE TAPOOW (REGIAAR OR SG) .ZD" Scum SET zs' EDGE DISTANCE !HALM ASA WSW pfdzsl IE En1N6 &.f) IN1KW AVI S:M FlW C a - J 1/Yff APACA E TO mown / A A. cvbswMldl Q RFJI A a PAPEX LEP6 4 1• (R) am" VPCQ)G S" SET SOLIFYYIN ro NIA77E7F ro EAlSCY71Y ro TTIowE 70 YISOVnr ro cmor E ro r<< r N/A N/A 1T' 12- T2' 12' l (TOP) 12- 7r- 7r 12- Tz- rz' 1 (BW70M) f2' 11" 72' 12' Iz' 12- 2 C1oP) +4ap. -4ao 72- 12- 72' 72" 72- 12- 2 (BOTOY) J UP TO, +57.0, -57.0 12 If" 12• 12- T2- 12- 3Crop) 1. N/A 12• N/A Tr N/A J (BOTrw) 12" N/A Ir N/A T2' NIA 4 (TOP) 12F 11' 1r 12' 12- 12' 4 (BOTTOM) rz' 12- 12- T2' f2' Iz' 5 (TOP) 72 12" 12. 12' Tz' Ir e,(BOT70N) A FIMS%W mfvw &_0 11aww ANLTNFS SEDa'li FO7 E A JUT-- APFICA E ro wmmwa- 6I1EN _ ED.CFN mml w ro O7M37E TAP7m15 ro Fasuml 4iD m GAMETE SFI ro WSUWY SGAEOOV ro LWl1ETE TO FLINI.RY N/A NIA 72' 72' 72" 12• 7r 12' 1?' 12. 12- 1 (omw) 12' 12- rz' 12. 12- Tr 2 (/OP) +56.0. -mo DR 12- lz' 12- 12- 72-72' /p�.�y� 2 (BOTTOM) 2 -8' OR IDS Lem 72" 72' 12 72' r2' it 3 (OP) 12' N/A 12• NIA _ f2" WA J (BO—) 12- N/A 1T' N/A 12' N/A 4 (TOP) 72' 12' 1Z" 12' 4 (BOTTOM) iz' 1r 1z' Iz' �.j72' Tr s ow) 72' 72- /2" it Tr 3 (BOTTOM) « WA7MUN ANCHOR SPAG7RGi ARE YAUO FOR J' EDGE DISTANCE FOR E O. I= PAN J; REVEFCE ANCHOR SPACING BY MIRAPLYZW SPACINC SHOWN ON SCHEDULE BY THE FO LOf11NE,' FACTDI7ri (NOTE Jr. OPERATION 71A BE POS9BLF. RE'D11LiD SYFICOFG OBTAND E A FOR SOLIDSET ANCHOR$ IS 3% iT7R R471ON BE W Oi fOR FACET ANCHOR TYPE AT USING FACTOR SH 4U NOT BE LMS THAN NINSO ANCHORS LECENO- FACT7R ACTUAL E D. TAPCW (REGLCM OR SG) SOLID SU J- X5 .75 2 1/2" .71 -I'0 2- SO - ........... ..... 1. of '•. � _ 067 tRRiCP .•�,;,�: BUILDING CODE Hurricane ��I�) ALTERNATIVE 1 SECTION ® STUD ALTERNATIVE 2 J�mn FL3EAL£LWALL MOUNTING INSTALLATION D a cDNDmDNs I WOOD HEADER REOUIRED I .1 1 I /' ATn. SFPAFdIROV 7O Li>LSS 1 1 1 I I$ 1 I t:ont I 1 TAPCONS scE1EDu1� i I r y W- � W 1 N I W I I I 2 I � � 1 1 1 I q 1 i I O � MIX! 2 x6- W410OJ F-r-- I "-1/4' 0 TAPCONS DECK REQUIRED . (SEE SCHEDULE) (NO FINISH ALLOWED) SECTION ® ANCHOR / TAFCONS SCHEDULE) REOUIRED 1' Ain. SEFARWO)v TO GLASS I I F I I I I I I I 4i 1 1 I I I I l 1 w 1 I I y I 1 I I 714-20XJ14` SS SOLNIE U j HEAD LMr_',OVE SCREMS 1 I yW 1 W/©AT 12-QG 1 I 1 1 I W 1 I I I 1 4 I 1 h I I h I I I I I I I I I 1 I I 1 5 Lent 1 1 REGC�ED /4' 0 TAPCOI4S. (SEE SCHEDULE) BUILD OUT INSTALLATION ALTERNATIVE 4 IT .� -- EN POSI/K/N +J m 1/410 TAfCONS MIN. 21.6' WOOD F--1• (SEE SCHEDULE) DECK REQUIRED (NO (NO RNISH ALLOWED) SECT UN ® STUD WALL & FLOOR MOUNTING INSTALLATION ALTERNATIVE 3 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ezols TaTEro Na 24 GAGE G4LVAN17ID BERTHA STEEL STORM PANEL Fxt NOTES• `eao`�_ \P•....... •'•. �/727i� L�CiF% .. (2w DEEP) WN DRABr L 1N5TALLA710NS ARE ONLY VALID FOR Max ASD. DESIGN PRESSURE RATING AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) • o _ . EASTERN METAL SUPPLY, INC. 03124115 617E 2. SEE ANCHOR SCHEDULE ON SHEET 10. - ��: 4266 PEST R0405 DRA£ WEST PAW REAa7• FL JNO7 N07E FOR COMBIN4770M OF SEC77ONS : -p : ¢� - p TIEl/T TrS77NG A. ENGINEERING COMPANY 4:w uw ,t M S'E. 3K taLnq wmatr, n mom P1/.• (561) 533-6061 FAIL (56/) 566-47B0 15-041 3 FOR NEW WOOD FRAME' CONSIRUCDON- WOOD MEMBERS TO BE SOUTHERN WALL/FLOOR MOUN/7NC S£CIlONS GI7J BE IN ANY WAY ANY INSTALLATION. : S % OF ��,•, : (soslan-rsst _ ,e : 7ssJen-mt 71Ji �. gym. m ,� a, aor DRAwrNc Nn PINE No. 2, W/ SPECIFIC D£NS17Y (0)-OF 055 OR £OUAL COMBINED TO SUIT 11 •.� 0 wALTFR P.E r m rr-9e nyzyrs - SHEET B OF 10 I ELOR04 4c / 44167 ■ - - _ L IG�► T/d'O TA -CONS 4- x 8" (AG..) DaSIM WDW (SM' SGNEXJW SWEAW REOlARED. S7RUCTURM EO ADEOWLY OF E%IS'lM WOOD BEAM TO BE CERTMED BY PROFESSIONAL ENCAMM! OR WOOD TRUSSES OR RA A CMIECT PRXM TO SHMER 0 24' a a REWMEZ IAGTALAA77M 1 I I — I I I 1 ' 1 I I 4 h I TTW/BD/LDDC • i Cent I 7E7C SL'R£W i I "' I AT 6- O.C. I j I y I I 1 � 1 I I I a I O I 1 I 1 I' A]m. I I �—SEPAR47I0N I I I h 1 I 1 I �1 70 GLASS I I I A6T TTON 1 I I I 1 I I I j ' /4-2M314' SS SOU4HE 2 1 VIS W @ 4 ATa 122E' O.C. OPTION TO s k ALIEWAUK s Gent dNHI 21W WOOD DLZ�f RD7WRFD—� � L i NOIE FOR WMBINA7701V OF S£CRONS : WALL/FLOOR/CETUNG MOUNRNG S£CT10NS GW BE COM ,MED / ANY WAY TO SU7 ANY INSTALLAWN. NOIES: 1. IAOSTALLA77ONS ARE ONLY VAUD FOR AM.. aS.R DESIGN PRESSURE RARNG AND PANEC5 LENG771S AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOIED) 2. SEE ANCHOR SCHEDULE ON SHEET ID_ 5 FOR NEW WOOD FRAME CONS7RUC77ON. WOOD MEMBERS TO BE SOUMMM PINE No. 2, W/ SPECIFIC DOWSIIY (G) OF 0.55 OR E0T14L 1' x 4' x T/B' Am (6063-76) ALUM. MBE W/ (3) 5/16 0 TAG SCREWS TD EACH 7RUSS OR R4F7M LOME SCREW AT Aa.D* M OF OZZMG WOOD MEMBER (2'AHAL NOMIN4L W707H) W/ 2 1/2' MIN. IHltFAbED PENE7RAMN. EA7517NG Nit 1/2' PLYWOOD REOD (TYP) W/ FASIEMW M STVDS .AS PER SECDON 2JO4 OF THE A.O4/DA BWLDING CODE W/ 114+ MPCON W/ 15/32' M6 1' Arm. THREADED PENEM770M W IV PLYWOOD. (SEE SL']]EDUIE) 0 3 b N I I 1 I I MOD HEADER I REWMID I 7Krn. SEPAR4770N I 70 I I I I I I GL455 I I j I 1 I I 1 I 1 I 1 1 1 1 I I I 1 I 1 1/4-2OXJ/4' SS SOMC I 1 I l7£AD I(4CHIME SCIEWS W/ ®AT 12. O.C. 1 UK r.• rule •!- 17EOITWSD ``}ConL ' a . £XISRNG AA'n, IA- PLYWOOD REOD (TYP) W/ FASMMNG M STUDS AS PER SECTION ZJ04 OF 77£ 110RIa4 BURRING CODE W/ 1/4B TAPCON Wf 15/J2' Mn. 7HREA0ED Me7RADON MO PLYWOOD. (SEE SalEDUIE) BUILD OUT INSTALLATION ALTERNATIVE 6 FLORIDA BUILDING CODE (Non Hiah Velocity Hurricane i till tea;+^r.:•rrr:� s l �E }A S a 5A8 � 6 n Z � � o a A > > > > s CC8 qa a uV '{ � n� i N � y 1 � ru •� 1 N yE� R 4 A. N g Aa a � A Y UI[AVVIIWa 1VV 1ILIC THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. Ree5Gn lam alN$"�' 'Y_ 9V.. Date 20171f,1"i9 � w t a.tt- x1 __.t SERIAL 368CA22100000DO04C12B713F:.. PROJECT NUMBER: H F H — l200 REVISIONS: DESCRIPTION DATE BY RE CONSTRUCTION DRAWINGS 04/26/1T AG A REV ELEC. SERVICE 07/05/17 AG B CABINET DETAILS/ SITE PLAN 08/10/2017 AG C ADDED VOLUME UNDER AIR 08/17/2017 AG " D WINDOWS AND WH REL.11/8/2017 AG E SITE NAME: 7508 COQUINA AVE PROJECT: 1200 MODEL — SITE ADDRESS: 7508 COQUINA AVE. FORT PIERCE, FL 34951 SHEET DES P N: TIT` sr t I -SHEET NUM --, "` ill 3„ VTR IL 2" i� 2" TUB 2„ VTR L WC W W TUB i C 4 AIR GAP 2„ S 3" 4„ DW PLUMBING NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2014- PLUMBING. 2. DWV PIPING SHALL BE SCHEDULE 40 PVC. 3. WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4. SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BUILDING. 5. HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN 3/4" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURIED PIPING, SUPPLY AND RETURN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6. WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION. NOTES: 1. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ETC. 2. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. , 4. ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBING CODE, FBC 2014 MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2011 EDITION. 5. RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. STRUCTURAL NOTES: 26,_4„ O ' O 1. DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2° p V RISER IZ 4" PLUMBING p I S E O 2. SOIL BEARING CAPACITY: 2500 PSF (MIN.), 3. ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND 11'-6" 3' 4" 10'-10" -71 t x I COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI 00 SCALE: N.T.S. COMPRESSIVE STRENGTH AT 28 DAYS, w M 5- OS x 4" 4. SLAB/FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE p N STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. O 4" TO S.S. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" co BEDROOM #2 BEAMS: 1-1/2" SUSPENDED SLABS: 1-1/2" y o 10' - 6" X 10' - 0" 6. LAP ALL REINFORCING STEEL A MINIMUMOF 48 BAR DIAMETERS EXCEPT AS � MASTER BEDROOM NOTED GRADE 60 STEEL MINIMUM IN BE MS AND COLUMNS: 12'- 6" X I V - 4" 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE O O PRESSURE TREATED. 8. SPLITTING OR CRACKING OF STRUCTU L COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 5'-2" 9. UNLESS OTHERWISE NOTED, THE INSTA LATION OF SPECIFIED HARDWARE 8 SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD CLOSET O9 2' - 0" X CLOSET 2'-0"X4'-10" G PRACTICES. 4'- 10"4) 10. UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING -SHANK NAILS @ 4" O.C. PERIMETER AND 6" O.C. FIELD. 40" X 40" BATHROOM #1 11. UNLESS OTHERWISE NOTED FOR EXTE IOR WALLS, EXTERIOR PLYWOOD A/C PAD v 14' - 4" X 13'- 4" 0 SHEATHING AND INTERIOR DRYWALL IS TOBE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL0 SCREWS 1.5"LONG AND 0.131 DIA 0 12. LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS ouoo SHALL HAVE 8" BEARING. BEDROOM #3 13. PROVIDE #5 CORNER BARS MIN. L P SPLICE FOR BOND BEAM. 0 v FIT T 14. STUCCO SOFFIT NOTE: SOFFIT TO 8E STUCCO OVER WIRELATH W/ 11 GA. 2" E NAILS W/ 3/8' 0 HEAD @ 6 O.C. OVER 3/ " METAL RIB LATH @ 6" O.C. W/ (2 E LAYERS OF 15# FELT OVER EACH FRAMI G MEMBER. ELEC. IN X EN62" LEVEL LANDING CENTERED LAUND OM lk��x ON DOOR WALL FINISH / INSULATION NOTES: 12o240 10 _4" 200A MLO ro 1. INTERIOR TO BE 1/2" DRYWALL FINISH. 6' 10" 14,_2„ ° v 2. ALL INTERIOR GYPSUM BOARD TO BE MIN. 1/2" THICK WITH (13 GA., 1-3/8" ATTIC WASHER? LONG, 19/64" HEAD; 0.098" DIAMETER, 1-1/4" LONG, ANNULAR -RINGED; 5d ACCESS DRYER OPENING a COOLER NAIL, 0.086" 0, 1-5/8" LONG, 15/ 4" HEAD; OR GYPSUM BOARD NAIL, 0.086"0, 1-5/8" LONG, 9/32" HEAD) SPACE AT 7" D.C. FOR NAILS AND 12" O.C. PANTRY ` FOR SCREWS. ao O �J O7 ry DINI G ROOM 0 ,, m 3. WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS a0 13'- X16'-4„ •„ co" MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, DW OR C 1278 AND INSTALLED IN ACCORDA E WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR AREAS AND WALL PANELS IN SHOWER AREAS. LL TILE IN TUB AND SHOWER (PER FRC 702.4.1 & FRC ° 702.4.2) 0 o KITCHEN 4. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF I °O N 9' - 10" X 10' - 4"' NOT GREATER THAN 450. 5. WALL AND CEILING FINISHES SHALL HA E A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. IV 6. ALL EXPOSED INSULATION MATERIALS IN. TALLIED ON ATTIC FLOORS SHALL NHAVE A CRITICAL RADIANT FLUX NOT LES THAN 0.12 WATT PER SQUARE NGE REFRIc. CENTIMETER. EXPOSED FOAM PLASTIC It SULATION MATERIALS EXPOSED ''.'fQ EN OPENING TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL v LIVING 13'- 8" ROOM < 14' - 8" 7. COMPLY WITH SECTION FRC 316. PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL E CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C EWHI O INSULATE 1047, C 1177, C 1178, C 1278, C 1395, C 1396, OR C 1658 AND SHALL BE INTERIOR INSTALLED IN ACCORDANCE WITH THE P VISIONS OF FRC, AND ADHESIVES GARAGE FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557. WALL W/ R-11 8. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED ASSEMBLIES, ROOF -CEILING ASSEMBLIES WITHIN FLOOR -CEILING WALL ASSEMBLIES, CRAWL 10'-10" SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASI M E 84 OR UL 723. o GARAGE Eo 20'-0"x18' o" ENERGY CONSERVATION NOTES: 0 O OF DOOR & WINDOW SCHEDULE SYM. ITEM OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER MODEL NO.PRODUCT APPROVAL NUMBER GLASS TYPE 1 2868 INTERIOR DOOR t 70 2 3068 SEC. DOOR SEE ELEV'S t 67 THERMA-TRU SMOOTH STAR FL#5891.2 3 5068 SGD SEE ELEV'S t 90 PGT INDUSTRIES SGD-670 NOA# 16-0629.03 NON -IMPACT 4 SH 22 SEE ELEV'S +55/-65.5 - PGT INDUSTRIES SH-200 NOA# 16-0505.02 NON-IMPACT 5 SH 25 (EGRESS) SEE ELEV'S +55/-58.2 PGT INDUSTRIES SH-200 NOA# 16-0505.02 NON -IMPACT 6 SH 35 SEE ELEV'S t 39.7 PGT INDUSTRIES SH-200 NOA# 16-0505.02 NON -IMPACT 7 1068 INTERIOR BIFOLD DOOR 8 4068 INTERIOR BIFOLD DOOR 9 2868 POCKET DOOR 10 8' W X T H GARAGE DOOR SEE ELEV'S +50 / -60 DAB 824 / 811 NOA# 16-0330.02 ROOFING MATERIAL Vult = 160 MPH VUIt = 194 MPH ±57 OWENS CORNING SHINGLES NOA# 16-0425.01 METAL HURRICANE PANELS SEE ELEV'S EASTERN METAL SUPPLY SHUTTERS FL11964-R3 I---------� 1. RESIDENCE SHALL BE IN ACCORDANCE W TH FLORIDA BULDING CODE 2014 ENERGY CONSERVATION RESIDENTIAL. 2. ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPACES TO COVERED PORCH 6'- 0" X 16' - 0" UNCONDITIONED SPACES SHALL BE WEA HERSTRIPPED AND INSULATED TO o� A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, - DBL 2X12 A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE WOOD BEAM PROVIDED WHEN LOOSE FILL IS INSTALLE , TO PREVENT LOOSE FILL FROM (TYP.) SPILLING INTO THE LIVING SPACE. 10 3. THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH I- 11' 4" 4'_8„-------- 15' - R402.4.4. 4. THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH 26,_4, R402.4.1.2. 5. WINDOWS, SKYLIGHTS, AND SLIDING GLA S DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT, AND MUST BE TESTED, LISTED, AND LABELED IN ACCORDANCE WITH R402.4.3: 6, CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2014 EN =RGY CONSERVATION R401.3. FLOOR PLAN A-1 :O SCALE: N.T.S. IJRAYYIIVU IVV 1Il..0 THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. PROJECT NUMBER: EHFH 2JJ REVISIONS: DESCRIPTION DATE BY RE CONSTRUCTION' DRAWINGS 04/26/17 AG A REV ELEC. SERVICE 07/05/17 AG B CABINET DETAILS/SITE PLAN 08/10/2017 AG C ADDED VOLUME UNDER AIR ' 08/17/2017 AG D = WINDOWS AND WH REL. 11/8120171 AG I E PROJECT: 1200 MODEL SITE ADDRESS: 7508 COQUINA AVE. FORT PIERCE, FL 34951 SHEET DESCRIPTION: F� e , r- SHEET NUN, a v/ (3) #2/0 THHN W/ (1) #4 IN 2" CONDUIT FOR O.H. ELECTRICAL SERVICE WP/ GFI 200A METER M O 200A 200A 10 3W, 120/240V 10 200A METER M 0 200A 200A 10 3W, 115/230V f MAIN/DISCONNECT PANEL MAIN/DISCONNECT PANEL FLUSH MOUNTED NEMA-1 COMBO A. COMBO ,A, ®.. FAMLT COMBO JB FAMLT COMBO i "— NOTE: ALL WIRE TO NOTE: ALL WIRE TO BE COPPER. BE COPPER. (3) #2/0 THHN W/ (1) #4 (3) #2/0 THHN W/ (1) #4 IN 2" CONDUIT IN 2" CONDUIT?T3 I #4 SOLID OR STAND CU. GROUND TO COLD WATER PIPE, FOUNDATION STEEL, & 5/8" X 8' - 0" GALVANIZED GROUND ROD FOUNDATION COLD = STEEL WATER PIPE 2 ELECTRICAL RISER DIAGRAM O.H. SERVICE _1. SCALE: N.T.S. LOAD CALCULATIONS 7508 COQUINA AVE FORT PIERCE, FL_" 34951 1,204 SO FT 3,612 WATTS' (2) SMALL APP CIR. 3,000 WATTS DRYER 5,000 WATTS RANGE (ELECTRIC) 12,000 WATTS LAUNDRY 1,500 WATTS DISHWASHER 1,200 WATTS (1) WATER HEATER (ELECTRIC) 4,500 WATTS WP TUB (OPTION) 1,200 WATTS REFRIGERATOR 1,200 WATTS IRR. PUMP (OPTION) 1,800 WATTS WELL PUMP (OPTION) 2,000 WATTS MISC. 5,000 WATTS 42,012 WATTS SUB TOTAL HOUSE FIRST 10 KW @ 100% 10,000 WATTS REMAINDER @ 40% 12,804 WATTS A/C #1 @ 100% " 12,000 WATTS 34,804 TOTAL WATTS 145.0 TOTAL CONNECTED LOAD USE 200A SERVICE #4 SOLID OR STAND CU. GROUND TO I COLD WATER PIPE, FOUNDATION STEEL, & I 5/8" X 8' - 0" GALVANIZED GROUND ROD I FOUNDATION COLD 609— — —_ STEEL WATER \ \ PIPE FAULT (3) #2/0 THHN W/ (1) #4 I ` COMBO I IN 2" CONDUIT FROM 3 ELECTRICAL RISER DIAGRAM U.G. SERVICE E ELEC. PANEL "A" I fa- U.G. ELECTRICAL 1.0 SCALE: N.T.S. 120/240V 10 200A ML0 \ SERVICE ` FAN/LT JB COMBO ELEC. METER - LOCATION GFI I DETERMINED BY HABITAT 220V Sc. SW GFI E _ — _ ATTIC ACCESS / A DRYEREfl— I EXH. w FAMLT y COMBO CU w �' o GFI a WASHER - GFI GFI O I o / B.c. GFI O O I I GFI GFI O I FAN/LT I JB COMBO GFI I EWH / GFI— I 4'FLOUHESCENT. / / wP/ GFI I I / I I y I I I I � I i � I L / I I / I I / 1 ELECTRICAL FLOOR PLAN SCALE: N.T.S... ELECTRICAL KEY_ SYMB. DESCRIPTION SINGLE POLE SWITCH THREE WAY SWITCH ' 03 PUSH BUTTON SWITCH DUPLEX RECEPTACLE 220V OUTLET LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE c PULL CHAIN LIGHT 4 FLOUREscervr 4' FLOURESCENT LIGHT FIXTURE ® EXH. FAN&T COMBO EXHUAST FAN/LIGHT COMBO e FAMLT COMBO CEILING FAN/LIGHT COMBO DISCONNECT SWITCH ® SMOKE DETECTOR GFI GROUND FAULT PROTECTION WP WEATHERPROOF DW DISHWASHER R RANGE B.C. BELOW COUNTER DRYER D ur-kmvvuvu rvv i ILlr= THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINEERING LICENSE: T�a >�g wo SERIAL #:, 38 SC A2 21000000004C 1287 DF r PROJECT NUMBER: 1 ` HFH — 1200 REVISIONS: DESCRIPTION DATE BY RE CONSTRUCTION DRAWINGS 04/26/17 AG A REV ELEC. SERVICE 07/05/17 1 AG I B CABINET DETAILS/SITE PLAN 08/10/2017 AG C ADDED VOLUME UNDER AIR 08/17/2017 AG D WINDOWS AND WH REL. 11/8/2017 AG E SITE NAME: 7508 COQUINA AVE SITE ADDRESS: 7508 COQUINA AVE. FORT PIERCE, FL 34951 SHEET DESCRIPTION: ELECTRICAL PLAN IF mi;l SHEET VI BE { 6 4