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HomeMy WebLinkAboutPROJECT INFORMATION 1FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name; SEDONA DEVELOPMENT Bldg 14 Builder Name: Street: 3186.3196 MORNINGDEW CRCLE Permit Office: ST. LUCIE COUNTY City, State, Zip; FT. PIERCE, FL, Permit Number.,1802-0531 Owner. Jurisdiction: Design Location: FL, Fort Pierre County: St. Lucie (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (6420.0 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Concrete Block - Int Insul, Exterior R=4.1 6420.00 ft' 3. Number of antis, fl multiple family g b. N/A c. N/A R= 8' 4. Number of Bedrooms 12 d. WA R= ft' 5. Is this a worst case? No 10. Ceiling Types (4046.0 sgft.) R= ft' Insulation Area 6. Conditioned floor area above grade (ft� 4044 a. Under Afic (Vented) b. N/A R=30.0 4046.00 ft' R= ft' Conditioned floor area below grade (ft2) 0 c. WA R= ft' 7. Windows(390.0 sgft.) Descri lion P Area 11. Ducts 3 additional duct system(s) R ft' 6 135 a. U-Factor. Dbl, U=0.65 240.00 ftZ b. Sup: Attic, Ret: Attic, AH: UNIT 1 6 135 SHGC: SHGC=0.25 0. Sup: Attic, Rat Attic, AH: UNIT 1 (see detail b. U-Factor. Dbl, U=0.60 150.00 it2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 18.8 SEER:16.00 c. r: N/A ft' b, Central Unit 18 8 SHGC: SHGC: H 3 additional cooling systems (see details) ) d. U-Factor. WA ft' 13. Heating systems kBtWhr Efficiency SHGC: a. Electric Strip Heat 17.0 COP:1.00 Area Weighted Average Overhang Depth: 1.000 ft. b. Electric Strip Heat 3 additional heating systems 17.0 COP:1.00 (see details) Area Weighted Average SHGC: 0.250 14. Hot water systems S. Floor Types (4044.0 sgft.) Insulation Area a. EleMIFSECap:40 ARE qWp ALL gallons a. Slab -On -Grade Edge Insulation R=0.0 4044.00 ft' b. WA SUPLANs PROPOSED WORK EF: 0.950 b. R= k ' c. WA R= NF gE B)FIEN�SpECTORSONS T}fAT ft' 15. Cre9@4PLY WITH ALLNECESSAA 1N ORDER 70 CF, Past Glass/Floor Area: 0.096 Total Proposed Modified Loads: 151.79 PASS Total Baseline Loads: 157.99 I hereby certify that the plans and specifications covered by Review of the plans and .10E STglB this calculation are in compliance with the Florida Energy specifications covered by this p Code. calculation indicates compliance ,,, °"�a 'Vn PREP D BY: w"th the Florida Energy Cade. 'o 's y�rl DATE: - - ru completed it i e spected for rid r ce i ion 553.908 I hereby certify that this building, as designed, 1 n the Florida ri tat �GpD with Energy Code. VM OWNER/AGENT:--- - N IAL: DATE: - Compliance requires certificationbythe air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). ST, LUCIP. R Tf1FA1'IIDl_ G riV7^iOY HVjNED FOR C L CE ItVIEFile Copy W1 Y DATE _.. 12/7/2018 7:261j L4,N'S ANM PERMIT A19&M&1WMWS1Wn R405.4.1 Compliant Software Page 1 of 6 U;:l\G LNSPF.CTION WILL BE MADE. FORM 9405-2047 ' INPLi . .ILIMMARv rwr-nvI ICT oeonnl, --.... ....... ..�..,... PROJECT Title: SEDONA DEVELOPMENT B Bedrooms: 12 Address Type: Street Address Building Type: User Conditioned Area: 4044 Lot # Owner Name: Total Stories: 1 Block/Subdivision: # of Units: g Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 3186-3196 MORNING Permit Office: ST. LUCIE COUNTY Cross Ventilation: No County: St. Lucie Jurisdiction: Whole House Fan: No City, State, Zip: FT. PIERCE, Family Type: Multi -family New/Existing: New (From Plans) FL, Comment: CLIMATE Design Location Design Temp Int Design Temp Heating Design Dally Temp TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range _ FL, Fort Pierce FL VERO BEACH_MUNI 39 90 70 75 299 62 Low BLOCKS Number Name Area Volume 1 Blockt 688 6880 2 Block2 667 6670 3 Block3 667 6670 4 Block4 1334 13340 5 Block5 688 6880 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 UNIT 1 688 6880 Yes 2 2 1 Yes Yes Yes 2 UNIT 2 667 6670 No 2 2 1 Yes Yes Yes 3 UNIT 667 6670 No 2 2 1 Yes Yes Yes 4 UNIT 4 AND 5 1334 13340 No . 2 4 1 Yes Yes Yes 5 UNIT 6 688 6880 No 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio UNIT 1 125 R 0 688 W _ 1 0 0 2SIab-On-Grade Edge Insulatio UNIT 2 125 ft 0 667 ft' _ 0 0 1 3 Slab -On -Grade Edge Insulatio UNIT 3 125 ft 0 667 ft' _ 1 0 0 44SlahAn-GradaEdda lnsulado UNIT4AN05 250R 0- `- 133411' -_1" --0 — 0- — 5SIab-On-Grade Edge Insulatio UNIT 6 125 ft 0 688 ft' 1 0 0 1217/2018 7:26 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 6 O m V 0 21 N m W l0 Im Im IV Im IN IA IW IN I+ l0 Im IW IV Im IN Ip' IW IN I> I m z :E (a z:E m Z M y m Z y m z �ff/1J m m m �m m m ica S a� m m 76 n n o 0' 0. ° o 0. 0 Z 0 0 0 0. 0 0 0 0, 'o 0 o° 0. 1 o 0. 0 0 0 0 0 5°�° 0 0. 2 ,6 n O 010 0 0 0 0 0 O O O O O n n 0 0 0 0 o o n o n m o. °° > o > > o° > > o > 0 > 0 > 0 > 0 > 0° > > o > 0 > 0 > > 0°° > > > 0 > < 2 2O 2N 2 'm m m N m^ m' m m c3 t3 m t3 i3 m m^ m m m n ° m fD fD m fA O m m W fnfl Q7 m m m w w W _m w 9 n ° n nnw w' r r r r r r r O N C � m N N M N tll N N N N N N N N f/! 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V FORM kd5-2n' 7 INPI',_ `Ct IMttBnov ruer�ut t�T o�n�rr�_ .xa-vvml DOORS # Omt DoorType Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated UNIT 1 None .37 3 6 8 20 112 2 N Insulated UNIT None .37 3 8 8 20112 3 S Insulated UNIT 3 None .37 3 6 8 20 IF - 4 W Insulated UNIT AND None .37 3 6 8 20 ft2 5 W Insulated UNIT 4AND None .37 3 6 8 20ft2 6 S Insulated UNIT None .37 3 5 8 20ft2 WINDOWS Or; ritatlon shown is the entered, Proposed orientation. _ / Wan Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.65 0.25 N 40.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 2 S 3 Vinyl Low-E Double Yes 0.6 0.25 N 20.0 ft2 1 It 0 in 1 ft 4 in Drapesiblinds None 3 W 4 Vinyl Low-E Double Yes 0.6 0.25 N 15.0 ft2 1 ft 0 in 1 ft 4 In Drapesiblinds None 4 N 5 Vinyl Low-E Double Yes 0.65 0.25 N 40.0 ft2 1 ft 0 in 1 ft 4ln Drapestblinds None 5 S 7 Vinyl Low-E Double Yes 0.6 0.25 N 20.0 ft2 1 It 0 in 1 ft 4 in Drapesiblinds None 6 N 9 Vinyl Low-E Double Yes 0.65 0.25 N 40.0 ft" 1 ft 0 in 1 It 4 in Drapesiblinds None _ 7 S 11 Vinyl Low-E Double Yes 0.6 0.25 N 20.0 ft2 1 ft 0 In 1 ft 4 In Drapes/blinds None 8 N 13 Vinyl Low-E Double Yes 0.65 0.25 N 80.0 ft2 1 it 0 in 1 It 4 in Drapes/blinds None 9 S 15 Vinyl Low-E Double Yes 0.6 0.25 N 40.0 ft2 1 ft 0 in 1 it 4 in Drapes/blinds None 10 N 17 Vinyl Low-E Double Yes 0.65 0.25 N 40.0 ft2 1 ft O in 1 ft 4ln Drapes/blinds None 11 E 18 Vinyl Low-E Double Yes 0.6 0.25 N 15.0 f12 1 It 0 in 1 It 4 in Drapes/blinds None 12 8 19 Vinyl Low-E Double Yes 0.6 0.25 N 20.0 ft2 1 ft 0 in 1 ft 4In Drapestblinds None INFILTRATION # Scope Method SLA CFM so ELA EgLA ACH ACH 50 1 Wholehouse ProposedACH(50) .000445 4718 259.01 487.11 .3446 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat/ None COPA 17 kBtu/hr 1 sys#1 2 Electric Strip Heat/ None COPA 17 kStuRv 2 sys#2 3 Electric Strip Heat/ None COPA 17 kBtu/hr 3 sys#3 5 Electric Strip Heat/ None COPA 17 kBtu/hr 5 sys#5 4 A Electric Strip Heat/ None COPA 17 kBtu/hr 4 sys#4 4 B Electric Strip Heat/ None COPA 17 kBtu/hr 4 sys#4 12/7/2018 7:26 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-7017' IMPI,� .:I IMfteAov rurrw<r r�r e�ne.e.•. ---- - . .r.V . ..Vf .". COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 16 18.8 kBtu/hr 564 cfm 0.8 1 sys#1 2 Central Unit/ None SEER: 16 18.8 kBtu/hr 564 cfm 0.8 2 sys#2 3 Central Unit/ None SEER: 16 18.8 kBtuihr 564 cfm 0.8 3 sys#3 5 Central Unit/ None SEER: 16 18.8 kBtulhr 584 dm 0.8 5 sys#5 4A Central Unit/ None SEER: 16 18.8 kBtu/hr 564 ctm 0.8 4 sys#4 4 B Central Unit/ None SEER: 16 18.8 kBtu/hr 564 cfm 0.8 4 sys#4 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None UNIT 1 0.95 40 gal 130 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cart # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft, DUCTS Supply — — Return — Air CFM 25 CFM25 HVAC # V # Location R Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 135 ft' Attic 35 ft' Default Leakage UNIT 1 (Default) (Default) 1 1 2 Attic 6 135 ft' Attic 35 fN Default Leakage UNIT 1 (Default) (Default) 2 2 3 Attic 6 135 ft- Attic 35 ft' Default Leakage UNIT 1 (Default) (Default) 3 3 4 Attic 6 260 ft- Attic 65 ti Default Leakage UNIT 1 (Default) (Default) 4 4 5 Attic 6 135 ft' Attic 35 ft' Default Leakage UNIT 1 (Default) (Default) 5 5 TEMPERATURES Programable Thermostat: Y Coiling Fans: oling Heating Venting Jan Feb Jan Feb Jan Feb Mar Apr May se r1 ]] [{X]] �Xl May Jun Jul Aug Sep Oct Nov L(xI] Nov Dee Dec [ ]X Mar Apr [ ]May Jun Jul l l Aug Sep Oct LxJ Nov Dec 12/7/2018 7:26 AM Energy0auge® USA Section R405.4.1 Compliant Software Page 5 of 6 FORM R405-9A1T INPI, CIIMMAI?V r`u�r`trl 1cT oeone . Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 8 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 66 68 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM PM 66 68 66 66 66 66 68 68 68 68 68 66 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 Iba/sq.ft. 0 fP 0 It 0.3 UNIT 1 Default(8lbs/sq.fL Oft' Oft 0.3 UNIT Default(B Ibs/sq.R. 0 ft' 0 It 0.3 UNIT 3 Defauit(8 Ibs/sq.ft. 0 ft' O ft 0.3 UNIT 4 AND 5 Default 8 Ibs/s .ft. 0 ft' O ft 0.3 UNIT 6 Name: Test Rater Rating Compant: Test Rater Date: -P -1—I 1217/2018 7:26 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 6 of 6 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA' Project Name: SEDONA DEVELOPMENT Bldg 14 Builder Name: Street: 3186-3196 MORNINGDEW CRCLE Permit Office: ST. LUCIE COUNTY City, State, Zip: FT. PIERCE, FL, Permit Number:1802-0531 v Owner. Jurisdiction: w Design Location: FL, Fort Pierce = U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed In the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the Insulation and any gaps in the air barrier shall be sealed. The insulation In any dropped ceiling/soffit Access openings, drop down stairs or knee wall doors to shall be aligned with the air barrier. unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be Installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between wlndowldoorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall Include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (Including above -garage insulation. maintain permanent contact with the underside of and cantilevered subfioor decking, or floor framing cavity insulation floors) shall be permitted to be in contact with the top side of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batt* in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 5s. Recessed lighting Recessed light fixtures Installed In the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be airtight and IC rated. Plumbing and wiring Batt Insulation shall be cut neatly to fit around wiring _ and plumbing in exterior walls, or insulation that on Installation readily conforms to available space shall -exiend behind nining and wiring Exterior walls adjacent to showers and tubs shall Shower/tub on exterior wall The air barrier installed at exterior walls adjacent to showers and tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be Installed behind electrical or communication exteriorwalls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that Is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition_ in...nti n of , .5,. ter.-u tie :.. ...,__.'_--_...u,. -- --- -� -� ---.._ _.._.. __ ... ...........�....,. ..,.,, .,,o r,.,.�.n � .,, �....-..emu. 12/7/2018 7:26 AM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 96 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Multi -family b) Return ducts R 6.0 3. No. of units (if multiple -family) 3, g, `� c) AHU location Attic/Attic 4. Number of bedrooms 4. 12 5. Is this a worst case? (yes/no) 5. No 6. Conditioned floor area (sq. ft.) 6. 4044 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.631 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.250 c) Area 7c. 390.0 8. Skylights a) U-facton(weighted average) 8a. NA b) Solar Heat Gain Coefficient (SHGC) 8b. NA 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. c) Concrete, raised (R-value) 9c. 10. Wall type and insulation: A. Exterior: 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) B. Adjacent: 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) 11. Ceiling type and insulation level a) Under attic b) Single assembly c) Knee wallsiskylight walls d) Radiant barrier installed 10A1. 10A2. 4.1 10131. 10B2. 13. Cooling system: Capacity 112.8 a) Split system SEER b) Single package SEER c) Ground/water source SEER/COP d) Room uniUPTAC EER e) Other 16.6 14. Heating system: Capacity 102.0 a) Split system heat pump HSPF b) Single package heat pump HSPF c) Electric resistance COP 1.0 d) Gas furnace, natural gas AFUE e) Gas furnace, LPG AFUE f) Other 15. Water heating system a) Electric resistance EF 0.95 b) Gas fired, natural gas EF c) Gas fired, LPG EF d) Solar system with tank EF e) Dedicated heat pump with tank EF_ () Heat recovery unit HeatRec% g) Other 16. HVAC credits claimed (Performance Method) a) Ceiling fans Yes 11a. 30.0 b) Cross ventilation No 11b. c) Whole house fan No 11c. d) Multizone cooling credit 11d. Yes e) Multizone heating credit f) Programmable thermostat Yes `Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. T certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Address of New Home: 3186-3196 MORNINGDEW CIRCLE City/FL Zip: FT. PIERCE, FL 1277/2018 7:26:36 AM EnergyGaugeO USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 t- Iry voev4ev MA1 (3a TO enc ttS1` peT xtyT%0'C�P ANDERSEN ANDRE CONSULTING ENGINEERS, INC. FIELD DENSITY TEST REPORT 834 SW Swan Avenue Port St. Lucie, Florida 34983 Phone:772-807-9191 Fax:772-807-9192 www.aaceinc.com PROJECT: Sedona - Phase 1 FILE NO: 17-242 Fort Pierce, Florida 7 REPORT NO: 45 REPORTED TO: Edwards Landing, LLC CC: Culpepper & Terpening, Inc. DATE OF TEST(S): 05/01/2018 PAGE NO.: 1 OF 1 TEST NO. 3170-3180 Morningdew Lane (Building T-14), Building Pad and MDR MOISTURE DRY PERCENT DEPTH Footing Subgrade NO. CONTENT % DENSITY COMPACTION LOCATION 1 5'W of East Side, Center of Pad 2589 9.3 111.4 98 0 to -12" FS 2 8'N of South Side, Center of Pad 2589 10.1 112.0 99 0 to -12" FS 3 FN of Center of Pad 2589 9.1 111.7 99 0 to -12" FS 4 15'E of West Side of Pad 2589 8.7 111.9 99 0 to -12" FS 5 FS of NEC, C/L of Footing 2589 11.4 111.2 98 0 to -12" F 6 3'W of SEC, C/L of Footing 2589 11.8 110.7 98 0 to -12" F 7 8'N of SWC, C/L of Footing 2589 11.2 110.5 98 0 to-12" F 8 2'W of North Side Center, C/L of Footing 2589 10.6 111.1 98 0 to -12" F • DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 98 PERCENT. •• RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELD TEST. r ASTM D-2937 F7 ASTM D-2922 r ASTM D-2167 T— ASTM 0-1556 TECHNICIAN: KS REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE OPTIMUM GA SOIL IN GENERAL COMPACTED AREA PAV= SOIL BELOWSTABILIZED SECTION MDR No. ASTM MAX. MOISTURE MOISTURE PSSG = STABILIZED SUBGRADE PO=PAVEMENT BASE TEST METHOD DENSITY RS=ROADNAY NSSG = NON STABILIZED SUBGRADE 2589 D1557 113.1 PCF 12.2 % SBP= SOIL BELOIN PAVEMENT TOP=TOPOFPIPE BOP=BOTTOM OF PIPE BOIS = 90TTOM OF STRUCTURE OTHER: Peter G. Andersen. P.E. Fla. Reg. No. 57956 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL (t9uc- VD st ANDERSEN ANDRE C0NSvi:7ING ENGINEERS, INC. FIELD DENSITY TEST REPORT 834 SW Swan Avenue Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com PROJECT: Sedona - Phase 1 FILE NO: 17-242 Fort Pierce, Florida REPORT NO: 53 REPORTED TO: Edwards Landing, LLC PERMIT NO: CC: Culpepper & Terpening, Inc. DATE OF TEST(S): 06/28/2018 PAGE NO.: 1 OF 1 TEST NO. Multi-Family-10.)BLiIding(3 70 to 3180.Morningtlew Lane), Backfill Aroun erlmet'�oi=oor" MDR NO. MOISTURE CONTENT% DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 Center of north side of slab 2577 11.2 110.9 99 0 to -12" GA 2 Center of east side of slab 2577 10.9 110.5 98 0 to -12" GA 3 Center of south side of slab 2577 11.5 111.0 99 0 to -12" GA 4 Center of west Side Of slab 2577 11.3 110.7 98 0 to -12" GA • DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 98 PERCENT. " RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELD TEST: r— ASTM D-2937 r ASTM D-2922 r— ASTM D-2167 r ASTM D-1556 TECHNICIAN: SM REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F=SOIL DIRECTLY BELOW FOOTING FS =FLOOR SLAB SUBGRADE ASTM MAX. OPTIMUM GA= SOIL IN GENERAL COMPACTED AREA PAV= SOIL BELOW STABILIZED SECTION MDR NO. TEST METHOD DENSITY MOISTURE PSSG= STABILIZED SUBGRADE PB= PAVE MENT BASE CONTENT RS=ROADWAY NSSG = NON STABILIZED SUBGRADE 2577 D1557 112.5PCF 10.4% SEP = SOIL BELOW PAVEMENT TOP =TOP OF PIPE BOP=BOTTOM OF PIPE BOS=BOTTOMOFSTRUCTURE OTHER: Peter G. Andersen, P.E. Fla. Reg. No. 57956 JRSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORI !ATiON OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL JUL 2 ?0?8 Permitting St. Lucie Courr -L _ 1 F ti{ John M. Foster - Architect Member - American Institute of Architects - LEED AP April 10, 2018 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 RECEIVED APR { 0 ?018 Planning & Development Services sT. L cie Building & Code Regulation Division count , perm, 2300 Virginia Avenue Ft. Pierce, Florida 34982 Architect's Reply to Permit Review Sedona Multi -family project - 3170-3180 Morningdew Lane Permit # 1802-0531 - Building 14 Notes below are listed in order of the Review Memo dated 3-20-18. 1) Cover Sheet "Allowable Height & Area" block revised to reflect FBC 2017 Tables 504.3, 503.4 & 506.2. 2) Cover Sheet & Sheet A-1 - FBC 2014 references revised to reflect FBC 2017. 3) Fire Sprinkler plans submitted under separate cover. 4) Sheet MEP-1 revised to reflect FBC 2017 "Mechanical" Table 403.3.1.1. 5) Soil test submitted under separate cover. 6) CD available as needed. If there are any questions regarding this reply to building department Comments, please Sedona Project - Architect's Reply to Permit Review 4-10-18 1 (F(iAmevwoTil) . 05 T[S' MAX (DOOROPENING) A 1 _y ♦f♦♦.'♦♦♦'. ♦.'♦•y — N e���••4 :, ...� iyn m� ♦♦ ♦ sf Fro DETAI�ON r ,'BY.CnYE• ' ` :\( SC£T9 'Y'•IMX �. tY SILL CORNERS MAX (m) `J \ y `F%LRAONLWNLFgi ANCIIOII wrow000auv g �AlL0.0 7`217111.0 `4 BIry DONG. MT •0R ANCHOR LAYOUT DOUBLE DOOR TYP. ELEVATION PaRV.N1eAMFlDRCItnHLr COPYDESIGN LOAD60R!@E6NOYMABMON6 brtvwn®BvnO 85.0 PSF �5.0 PSF SERIES GMSTORM OPAQUE OUTSW NG STEEL DOOR (LMB -THIS PRODUCT HAS BEEN DESIGNEDANDTESTEDTO COMPLY LNM1ITHE - LTIMATE DESIGN LOAD OGTAINEO FROM ASCE 740. MULTIPLY R U1RF.MENT90FTHESTNMMMFLORIGBNLDWOCODEQOIT)INCWDBIO BY OA 9NALLBE IE9&TNAN Oft EOVALTOMAIL DEBIGN LOAD NIGH VELOCTIY HURRICM ZONE(INILp. IN THIS DOCUMENT. -DOORS RATED FORIARGEMISMIE RAPACi ANO DO NOTREOVdESIRRTFR9. -K WOOD BVGI6 SMOTHERS NUSTBEANLHORFD PROPERLY TO TRANSFER LOADS TO THE &11111CNRE -IS N R R OWRMO FORMSTMIATIONS WHERE WATER MFlLTMIION RE515TANCE 19 HOiflEOUIRED.(SMOLEPOW6ElFPDNESNE LL09E0 CELLFONA TAPETO - ALEVGNOFIONFACSINTO UAVJABLE SIRESS IS USED BE PPPUED ENTIPEPETUTAEIEROFFRAMEI ; IN OEMGN OF ANCNOPGIMO\AOOD ONLY. .ANCHORSSHMLBEA8UETED. SPACEDASSHONNONDETAILS. ANCHORSEM.BEDMENTTOBABEMATMR SHMLBEBEYONDY ORESSING ORSTUCCO. ANCHORING OR LOAOMG CO " IN THESE DETAILS ARENOTPAR OFTHISAPPROVA -MATER INCLUDING BUT NOT UMITED TO STEMM!ETALSCRFM9THAT COME INTOCONTACTWITHOTHFRDIMMU MMRMLSSH LMEETTHE REQUIREMENTS OF THE E10I MM04 FLORIDA BUIIDINO CODE (2017) SECTION AS APPULABIE •METALSTRUCTURE6 NOTBY GENSTEELDOORCO. MUSTSUPPORTLGDS IMP OMO BY OODR SYSTEM AND TRANSFER THEM TO THE BUMM G S(RUGRIRE -DOORPMEL MIN. iaGA(a.MBT STEELMIN. Fyw55 FBI MIN- ' Fu WIKSIMIN. i DOORFRAME:MN.IOGA(0.0401STEELMW.Pya40MIMM.. F.S MI MIN. -ODOR PANEL STAINLESS OPTN)N; M M IOMBTSTNNLESS STEEL DOOR PANELMEETINO MIN. Fy a 69 NS{ FwSS X4 MINOR BETTER MAY QUALIFY HAVING'MLOERTIFlGTE•AS A VERIFIGTION OF TNEAVARABLEMIN.YIELO STRENGTH. •ODORFRAME9 MNLFR9OPR0M10GA(D.O107STNNLESSBTEEL DOORFRAMEMEEMNOMINFY146K61,1U 111SIMMOR BETTER 0UY OUAL6Y NAW 1G LILOERTIFICATEAS A VENFlGIgN OF THEAVNUBIEMIN. YIELD BIRENGiH. NOTES. EGRESS REOUIREMENTS TO BE RENEWED BY MIWNO OFMCU SILL CORNERS (%) M^q%, Ti•LYlD cOxc. SINGLE DOOR TYP. ELEVATION HARDWARE CONFIGURATION OPTION 1 THRU 10 FOR ACTIVE PANEL ONLY ' A)x4'MAX no Oran ®® ® JO ®® UWj ED rift Qom_ _ ls/Fl i A� \-p .._.. O iGCicr—r 7r_L���_L}.Ya�•PSa.— OPTIONAL EMBOSSED DOOR LEAF PATTERNS: I- I � , NOV 15 ?.0W MOW 0f REVISED ueampk*%itblk F%" bd&gc.&n )7-603•ol 6FDi1(w d(l. TUIVOV 2oZ4 ►npa10MM- .TIPING WANG. P.E. -. RORIDA NEGI' R 70N ' PE g55983 CAN. 2a6TT 7 .: •.- I I-~_. 0°n sOR .cam vSan u<1 AD10-01 sH L ov a CONCRETE w O W HEAD DETAIL. A. HN 0.vi0�YY " -m It"M ®roe TYPICAL THRESHOLD ii-) RATEDFDRWATERREVSTANCE t HEAD DETAIL A LaipWPlEpgl110NLT HEAD DETAIL A HEAD DETAIL A i(M W191EDY.KCfLY TYPICAL ANCHORS La) THRESHOLD: TYPE FA 1/4" OR 5/16" DIA. ULTRACONS BY'ELCO' FV =155 KSI Fu = DIRECTLY INTO fc-3000 PSI MIN. CONCRETE 1-IJZ' MIN. EMBED 2-lW MIN. EDGE DISTANCE TYPE F.2 114'TAPCON BY ITW FV=00 KSI Fu=120 KSI DIRECTLY INTO TD'=3000 PSI MIN. CONCRETE 1-10 MIN. EMBED 2-11V MIN. EDGE DISTANCE SEALANT. ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SILICONE AT PERIMETER ALL SCREWS SEALED WITH GE SILICONE II ANCHOR JAMB BOTTOM CORNER: ANCHOR Q REMOVABLE MULLION BOTTOM- ANCHOR.a REMOVABLE MULLION TI TYPE F.3 3116" DIA. ULTRACONSDIA. ULTRACONS BY'ELCO�155 KSI Fu=1T7 KSI Fu=1T7 KSI TYPE F.3 3/8" DIA. SLEEVE ANCHOR BY'WEJ-IT' TYPE E.1 1/4" SMS OR #14 SMS (MIN. GRADE 2 DIRECTLY INTO k'=3000 PSI MIN. CONCRETE DIRECTLY INTO (D'=300D PSI MIN. CONCRETE CRS10R ST1ST 1-11r MIN. EMBED, 2-112" O.C. 1-1X MIN. EMBED,1-3W O.C, DIRECTLY INTO fa'-3000 PSI MIN. 2-lir MIN. EDGE DISTANCE 2.10 MIN. EDGE DISTANCE CONCRETE 1-1/2" MIN. EMBED, 2 112" O.C. 2-1/2" MIN. EDGE DISTANCE NOV 15 ZOU PIPING YfAND, PlE: ' FLOR100.flEGiSTk4➢ON PE, M983, ownlo m ADIO-01 S1 2 of 30DO PSI GROUT FILLED WIRE ANCHOR (SEE ELEVATION FOR SPACING) 1/4M SHIM DOOR JAMB/HEADER TO BE 3000 PSI GROUT 1 /—FILLED WHEN WIRE ANCHORS ARE USED VON DUPRIN LOCK OPTION 1 ACTIVE SURFACE-� I (SEESHEETB) INACTIVE n VERTICAL ROD 61 i I C ANCHOR TYPE Fl ?e DIA. ULTRACONS 3 3 ® (1-" EMBED) 2-? E.D. 13 .O , EXTERIOR 1 18 IVES SURFACE- .12-14x 713"SCREWS 08x 1"TEK SCREWS ) BOLTS Q 12" O.0 @ 61W O.0 1�®1-k DOUBLE DOOR OPENING WIDTH = 96_ MAX. 18 GA STEEL (SEE SHEET 1) 4}M LG ANGLE- �. _,__DOUBLE DOOR FRAME WIDTH =997B"MAX. - SEE SHEET3FOR • of TYPICAL ANCHOR MIN. - (SEE ELEVATIONLMBFD NACTIVE - 8 EMA ANCHOR ACTIVE --VON DUPRIN MORTISE FOR SPACING SHEET I)( AT EA ANCHOR � I _ �SSHP�—T�,PANIC IVES BE 453 SURFACESEE ( MOUNT FLUSH B'O�LT[7 DEVIE, , + ------'---'i'-"—''-"—'-----1 "'-"'- OPTIONAL BOTTOM CORNER ANCHOR DETAIL I oso .. 19i 114M MAX. D 3 EXTERIOR 5 14 4 manuctlilevom SHIM SPAC rkwtl� MN1i/s HINGE JAMB DETAIL lJ MEETING STILE DETAIL D Et,ED.tei LOCK OPTION # 2 SHOWN TYPICAL ANCHORS THRU EMA (EXISTING MASONRYANCHOR) 0- JAMB' 5116" DLA ULTRACONS BY'ELCO' Fv=l SS KSI Fu=177 KSI TYPED. 318• CIA, POWER BOLT BY'POWERS' TYPEAl DIRECTLY INTO 2BY WOOD BUCK DIRECTLY INTO fd=30DO PSI CONCRETE TYPE 0.2 DIRECTLY INTO k'=3000 PSI CONCRETE 2-lir MIN. EMBED 1-14e MM, EMBED W MIN. EDGE DISTANCE 2-10MIN. EDGE DISTANCE TYPE E. SnSM DIA SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) OR STST Sir DIA HLC SLEEVE ANCHOR BY'HILTT INTO METAL STRUCTURES (STEEL OR ALUMINUM 118M MIN. THICK.) TYPE 9.1 DIRECTLY INTO fd-3GW PSI CONCRETE, 3• MIN. EDGE DIST. 5/B" MIN. EDGE DISTANCE TYPE BI DIRECTLY INTO W4000 PSI CONCRETE BLOCK 3.1Mt" MIN. EDGE DIST. STEEL: Fy = 36 KSI MIN. 1-114" MW. EMBED ALUMINUM: 6033-T6 MIN. 3/8" DIA SLEEVE ANCHOR BY %VEJ4P {STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE CA DIRECTLY INTO fd=4000PSI CONCRETE, 2-Wr MIN, EMBED TYPEG. WIRE ANCHOR(FV =60 KSI{ H iVLONG TYPE C.2 DIRECTLY INTO W=21)00 PSI CONCRETE BLOCK,1-lW MIN. EMBED 0.173 DIA STEEL WIRE ANCHORS EMBED INTO 30 W PSI CONCRETE BLOCK 2-aW MIN. EDGE DISTANCE (HEAOERNAMB TO BE GROUTED WITH 300) PSI CONCRETE) - 22 PEMKO 375 ASTRAGAL Wl SPONGE NEOPRENE gI!m"7 , w4c ,'y4N . 'YIPWG-WANG, k.ES' •ri FLpRiDA' REG(5TBAfi0N PE }55963 CART.-7H677 B� AD30-01 66Ef G OP 6 HC822 MULLION REMOVABLE MULLION W/REINFORCEMENT SEESHEET3FOR O TYPICAL ANCHOR MBEDME (SEE ELEVATION , QEMAANCHOR IVES SB453 SURFACE BOLT LOCK OPTION FOR SPACING ;I AT EA ANCHOR OR IVES FB458 FLUSH BOLT' (SEE SHEET 6) SEE SHEET 1) h INACTIVE 75, j ACTIVE cpi' VMAX. I,L ©�0 73 3�/ 3 2 SHIM SPACE EXTERIOR o� unLE HINGE JAMB DETAIL — LOCK OPTION#13, # OR#10 SHI OWN D 1, 8 EMAANCHOR SEE SHEET3 FOR AT EA ANCHOR LOCK OPTION FULL LE TYPICAL ANCHOR .00 (SEE SHEET6) FULL LENGTH p o 1 ACTIVE STEEL BAR A-36 INACTIVE (SEE ELEVATION \3 00 i. 7 FOR SPACING -- 6Q _ SEE SHEET 7) � ' � _� 5 1/4" MAX. SHIM SPAC SEE SHEET 3 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING �\ 2 SEE SHEET 1) i EXTERIOR EA ANCHOR ACTIVE i 1/4" MAX.* %V A / SHIM SPACE HINGE JAMB DETAIL C n• :w Y z., u I FE a SPONGENEOPRENE MEETING STILE DETAIL LOCK OPTION#4 SHOWN D (2)iVES SB463 SURFACE MOUNT LOCK OPTION INACTIVE FLUSH BOLT (TOP '7 r(SEE SHEET 6j --T� & BOTT.) / 1 ry /I ----- EXTERIOR Y IRInLO �`ADIO—Of 816LS 4 OF B J 09 I 8 EMAANCHOR SEE SHEET 3 FOR F AT EA, ANCHOR TYPICAL ANCHOR , ❑O m . r (SEE ELEVATION '0 p ' FOR SPACING; i r SEE SHEET 1) d HINGE JAMB /+ DETAIL l� 8 EMAANCHOR SEE SHEET 3 FOR AT FA. ANCHOR 'VON DUPRI TYPICAL ANCHOR MIN. (SEE ELEVATION BEDMEN ; FOR SPACING !-- SEE SHEET 1) INACTIVE N F a S ZOZ' W 0210 SHIM SPACE�f- HINGEJAMB C DETAIL EMAANCHI SEE SHEET 3 FOR Eft ANC! TYPICAL ANCHOR MIN. (SEE ELEVATION MBEDMENSEE FOR SPACING SHEET I) 4'-',AT Wm W U�Uf 0 1/4"MAX. (J,' NXAT' i� 12, o p g ©EMAANCHOR AT EA. ANCHOR LOCK OPTION SEE SHEET 3 FOR 9875 PANIC DEVICE r—(SEE SHEET 6) ACTIVE TYPICAL ANCHOR r MIN. p k ( SURFACE CVR VERTICALRO -1 - (SEE ELEVATION MBEDMEN ' F m a- - i FOR SPACING) ` r- 1 5 �iL�►-t EXTERIOR 2 {'}`1 /4" 1MAX- O mm SHIMSPACE o- MEETING STILE DETAIL 'LOCK OPTION#B SHOWN D \`--" STRIKE JAMB DETAIL E 0 a' 2F SEE SHEET y,. •', 1'�€1MA�,NCHOR N. 3 FOR TYPICAL ANCHOR AT EA. A'NffSh Wz 9876 PANIC DEVICE (SEE ELEVATION ' 'MIN. Z u m SURFACE LOCKOPTION IVES SS 453 SURFACE; FOR SPACING) MBEDMENj' Zi g VERTICAL ROD (SEE SHEET 6)-MOUNT FLUSH BOLT { I Wy N$ r ] yo ACTIVE -; 0 o m r. fl m5.z r iIZ❑Z O'mO 0 W F�im 4 � r r1l 64)11 .y EXTERIOR I ;HIM SPACE L h MEETING STILE DETAIL D STRIKE JAMB.DETAIL E 13, LOCK OPTION #7 SHOWN o SEE SHEET 3 FOR i TYPICAL ANCHOR ®EMA ANCHOR AT EA. ANCHOR m $ Q m nor+ LION DUPRIN" 9875 PANIC DEVICE LOCK OPTION INACTIVE ram (—(SEESHEET6) ACTIVE (SEE ELEVATION FOR SPACING) +MIN MBEDMEDf W EXTERIOR MEETING STILE DETAIL STRII LOCK OPTION #8 SHOWN D "22 PEMKO375 ASTRAGAL W/ SPONGE NEOPRENE rlrF�„-77- m O i ,,Wnn ZO? a -0JO ❑ Omo W O N 2 or: m 1/4" MAX SHIMSPA ,•r•�;'`"�'�'1� ` FUSPIM RECJnbN r. EVISBO PE �SygBS .ILL r!e C N:®Sa NAD10--01 ' countt _ ' i7i;?1 (;t . et�er s oe s OPTION_ 1 ACTIVE LEAF: VON DUPRN 982TEO SURFACE VERTICAL ROD WITH 8229 STRIKE LOCK OPTIONS LOCK OPTIONS FOR DOUBLE DOORS ACTIVE PANEL CAN APPLY TO SINGLE DOORS USING SIX 5055(11 MACHINE SCREWS AND TWO 014d2 0") MACHINE SCREWS SEALED WITH OPTION 5 •GE SILICONE IT 'NES' SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH ACTIVE LEAF: pREGSIO "HC2300 BOLT. TO BE FASTENED LMT14(2)10X 1-112- TEKS SCREW. (2) 14x7 MORTISE PANIC EXIT. SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. t•174' M6 WITH (4)10 x I-vr FH SMS INACTIVE LEAF: INACTIVE LEAF: VON DUPFN 9827EO SURFACEVERTIW. RODIMTHOM MIKE USING SD(11RPS=(71 MACHINE SCREWS AND TWO 914RS11 TRECISIOW HU800 CONCEALED VERTICAL ROD. SURFACE (11 MACHINE SCREWS SEALED WITH MOUNT TWO POINT LOCKSYSTEM WITH 'PRECISION' PANIC DEVICE LOCATED 40-FROM BOTTOM WITH (4)10-24 X 7-lW ME SILICONE B' OH MS 'IVES SB453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT TO BE FASTENED NTH (4) 12 x MW FH MS PEMKO 4375CR OVERLAPPING ASTRAGAL OPTION 6 ACTIVE LEAF: 'PRECISION HC2800 CONCEALED VERDCALROD SURFACE OPTION 2 \ MOUNTTWOPCINTLOCKSYSTEMWTHTRECISIOMPANIC DEVICE WITH (4) MMx 1-1/4'. LOCATED 39-IW FROM BOTTOM ACTIVE LEAF: INACTIVE LEAF: OOPRI 9875 MORTISE EXIT WITH (2) 03 M-FH MS. 'PRECISION' HMM SURFACE VERTICAL ROD, SURFACE MOUNT LOCATED 3"1r FROM BOTTOM TWO POINT LOCK SYSTEM VATH'PRECISIOM PANIC DEVICE WITH (4)1044 x 149- OH MS, LOCATED 3MW FROM BOTTOM INACTIVE LEAF: WES' SB453 SURFACE MOUNT MANUALLY OPERATED SURFACE SOLTTOBE FASTENEDLMTH (4)12 x 1414-M MS PEMKO 075M OVERLAPPING ASTRAGAL OPTION 3. ACTIVE LEAF: 'SARG ENT' BNO SURFACE MOUNT MORTISE LOC K VBTH HANDLE. W FM SURFACEMOUNTMETALLIC DEAD430LT, LOCATED 3r FROM BOTTOM WITH (2) "2 xi-FH MS INACTVE LEAF: 63 LONG 19 CA STRIKE BOXTO BE FASTENED BY (2)AILM SCREAS "WW SB453 SURFACE MOUNTMANUALLY OPERATED SURFACE BOLTATTOPANDBOTTOM. WITH(4)1M20xI3 'FHMB SURFACE MOUNT META W C STRIKE PLATE AT FRAME HEAD TO EE FASTENED WIR1 (2) HO x I-IW FHSMS OPTION 4 (RIMEXITWTIHMULLION) ACTIVE LEAF: 'PR— GS�HMIW RIM EXIT PANIC MECHANISM, SURFACE MOUNT LOCATED 418 V FROM BOTTOM WITH BY (4)10-2px I-vr aH Ms MUWON I INACTIVE LEAF: TRECISIOM HC2100 RIM EXIT PANIC DEVICE SURFACE MOUNTLOCATED 41a1r FROM BOTTOM WITH BY (4) vb20x V FH MS REINFORCED MULLION: HC822 PRECISION HARDWARE REMOVABLE VMH (4)t'M x£ MSORPI4x1'SMSATTOP. t X2a' SLEEVE ANCHOR EMBEDDED I k INTO CONCRETE AT BOTTOM. (2)-SURFACE MOUNT METALLC STRIKE PLATE AT HEAD TO BE FASTENED WITH (2)174-20 FHMS OPTION 7 ACTIVE LEAF: 'PRECISION' HC2200SURFACE VERTICAL ROD. (4)1D24x 1-1/4.OH MS. LOCATED 394W FROM BOTTOM INACTIVE LEAF: 'NES SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT.TO BE FASTENED WITH (4)12 x 1-1/r FH MS OPTION 8 ACTIVE LEAF: NON DUPRIIT 8947 CONCEALED VERTICAL ROD WITH PANIC DEVICE WITH (2) 6-32x 3W FH MS. LOCATED 33WV FROM BOTTOM INACTIVE LEAF: 'PRECISION' H=W CONCEALED VERTICAL ROD. SURFACE MOUNT TWO POINT LOCK SYSTEM WITH-PRECMIOM PANIC DEVICE WITH (4)10-24x 1.114'. LOCATED 3S-10 FROM BOTTOM OPTION 9 ACTIVE LEAF: MORMA CL7N SURFACE MOUNT METALLIC HANDLE AT 39 I? FROM / BOTTOM WITH (2)H36 XSB' pH MS AND (2) 98 X 3R' FH MULTI THREAD SCREW. DORW D B660 SURFACE MOUNT METALLIC DEAD BOLT AT 4610 FROM BOTTOM WITH (3)1W40 X 15/8' FH MS: (2)C10.T2 X2 3tV PH MS AND (2WX W FH MULTITHREAD SCREW. INACTIVE LEAF: ONEFWSH MOUNT METALLIC STRIKE PLATEAT39 Ur FROM BOTTOM Wf (2) xte X 1' FHSMS AND ONE FLUSH MOUNTMETALLICSTRIK E PLATEAT45 10 FROM BOTTOM WPM X 318' FH MULTITHREAD SCREW. 'NW 83453 SURFACE MOUNTMANUALLY OPERATED SURFACE BOTTTO BEFASTENEDWITH(4)12x1-vr FHMS DOOR EDGE CONSTRUCTION DOUBLE DOOR HINGES' STEEL MORTISE HINGES 4 PER LEAF, LOCATED AT 9-' MAX FROM TOP OF DOOR TO CENTER LINE OF 1ST. HINGE AND TO BE SPACED OUT NOT TO EXCEED 37-15116' FROM CL TO CL OF HINGE TO BE FASTENED BY M12-24x? FLATHEAD MACHINE SCREWS. SINGLE DOOR HINGE. AND TO BE SPACED 25-5116' MAX FROM CL TO CL 57ENED BY#12-24 x}' SCREWS. ACTIVE LEAF: MORMA' CLT00 SURFACE MOUNT METALLIC HANDLE AT 39 t? FROM BOTTOM WTTH(2) PR38 X 31B' PH MS AND (2) 08 X 3/8'FH MULTI THREAD SCREW. TORMA' DB880 SURFACE MOUNT, METALLIC DEAD BOLT AT 45 la' MOM BOTTOM LATH M1/4--20 X 161W FN MS:, (2) M10 2 X 2 318' PH MS AND RMX 3/8' FH MULTI THREAD SCREW. INACTIVE LEAF: '1VES'FB458 FLUSH MOUNTMETAWCFLUSH BOLTSATI2- ANDTI' FROM BOTTOM W(4)B8X318' FH MULTI THREAD SCREW. ONE FLUSH MOUNT METALLIC STRIKE PLATEAT391T[ FROM BOTTOM W (2) #10 X V FH SMS AND ONE FLUSH MOUNT METALLIC STRIKE PLATEAT 45 I' FROM BOTTOM W/ (2)88 X 3W FH MULTI THREAD SCREW, PRDOUCFYEVISBD Rp1PSCft NIA Mel7uYe' AAwpd xN. 17 0903.OI nPNG 4YA C FLORIDA RD;IS oc ex.a ADIO-01 DST80F8 0 V r n�� 2 r i 2 OmmN O A m X Jia Np m t m I� o el. X C IZEJ ZIE `���.�--FN Z g T I�I m' A n XT/ m .I ' m m n, t2�B z 0 e�3Y2' / � O aNt m 3P m>> mz m c << 2Y2 m z z O C MLAL m Z m S3: p�3j m • m l 9 r ti O z > GENSTORM OUTSWING STEEL DOOR SYSTEM -LMI MCY ENGINEERING, INC. O K 9 mensteelnoars O AZ NO CONSUITANT9 0 10 3 $ .gensteeldoo,..com 55Y1A nS1R W BVE STG N0 A E: aos m = 4950 Hickmme, -.v t. Quebec, awada, H4TIKR BILL OF MATERIALS ITEM PART No, MATERIAL QTY, DESCRIPTION MANUFACTURER/SUPPLIER/ REMARKS 1 _ STEEL OR ST/ST AS REOD. FRAME HEA➢/JANB <5-j' x 29 18 GA. (OA4BMINJ Fu= 48KSI MIN, 2 PMK2051 ALUM. 1 THRESHOLD PEMKO WITH VINYL INSERT 3 - STEEL OR ST/ST AS READ. DOOR PANEL 20 GP. (0.036MIN) Fu= 55 KSI MIN, 4 ➢R1010 STEEL AS REOD. MGRTISE BGX REINFORCEMENT GENSTEEL S P 307 AS RE➢D. PEMKO 387 CLOSED CELL SPONGE VEA7HERSTRIP PEMKp 6 - STEEL• AS REOD. 2 x 4' t2 GA. STEEL REINFORCEMENT GENSTEEL 7 M R 10 DVAR 8 FA30f0 STEEL AS REOD. EMA ANCHOR GENSTEEL 9 SH483 - AS REOD, SURFACE BOLT 1VES SB453 10 FR1200 STEEL AS RE➢D. x 12' 16 GA, FRAME REINFORCEMENT GENSTEEL 11 FAI040 STEEL 2 FLOOR ANCHOR 18 GA. O.-}' x 1-}' x 4-j' LG1 GENSTEEL 12 HR2000 STEEL 4 PER LEAF HINGE DUSTBp% GENSTEEL 13 HR1030 STEEL (10 GAJ 4 PER LEAF HINGE REINFORCEMENT WELDED TO FRAME DR DpOR GENSTEEL 14 DR1700 STEEL AS READ. MORTISE LOCK EDGE RETNFORCEMENT VELDE➢ GENSTEEL IS FR1100 STEEL AS READ. ASA STRIKE BOX REINFORCEMENT GENSTEEL I6 179-454 STEEL 4 PER LEAF DORE%, HAGER ri179-4H4-15 HINGE STANLEY V 18 FA3030 STEEL STEEL AS READ. AS REOD, MASONRY WIRE ANCHOR 20GA DUSTBOX 0.173 DIA. F =60 ksl GENSTEEL 9 PMK2D08AT - ALUM. 1 THRESHOLD OPTION PEMKO ALUM, 1 PER LEAF DOOR SVEEP - UMOUE 21 AS1080 STEEL 1 lOGA 2' FLAT ASTRAGAL V/ IFI2-14 x 7/8' SCREWS @ 12' O,C. GENSTEEL 22 378CR ALUM. 1 ASTRAGAL VITH SPGNGE NEDPRENE V/ ri6 x1' TEK SCREWS @ 6. O.C, PEMKO 375CR 23 PMKI77A ALUM. 1 THRESHOLD PEMKO 24 - VINYL 1 VINYL CAP - 25 FR1100M STEEL AS RE➢➢. STRIKE DUST BOX GENSTEEL 26 DR1700M STEEL AS REOD, SURFACE BGLT STRIKE REINFORCEMENT GENSTEEL 27 DC1000 6 DR1000 STEEL AS REOD. CLOSER HOX REINFORCEMENT GENSTEEL 28 LH360I STEEL 2 DpOR END CHANNEL GENSTEEL 29 STEEL AS REOD. 2' x 4 1/2. 10 GA REINFORCEMENT GENSTEEL 30 STEEL AS REOD. 2' x 6 3/4' 10 GA. REINFORCEMENT GENSTEEL 31 HONEYCOMB - AS REOD INSIDE DF D DR PANEL GE S EEL o�yyyy 9CG I!�ak Ko r� J m m o� L NN 9 U n o- 2 d', =d 0 . KJ Wi W ZO n Z Z W a W ryryry x S Y �m V H La="I 13 < 6LOT9 FOR 0009EB h O Uz 82 TUgON RMEOFAht1 l�fACTIi8V44D O p4 TIBSOX NMB6 � �] � � A90�iYNo O/ ^ W ra jl[Eg�•j� t u 0 f?�9� b � P.glr(frme � (?-020 O L .t- 111/AW C� 5 �. `a • FRAMEFACFIIRW COHRNOU4.T Y,EIDmMD F t tltWMM1001X 19 �j� IJ z O O� y q ;. Rnlr,t 5:ZQ.?7 a ' OU99Ef0 .•v. FIDRIPC f5 RRY•TIQN TA99 �11 PE 8559&1 • rX y. . �1 wancr ie.e, v mo CORNER FRAME CONSTRUCTION ADIG-01 MWWI m cOUNtt SH S OP 9 a SILL DETAIL TH--N 0. rid-' � 1• O - FMVJ�'lY IF OPENING .AppeoxEWAL „ •i q� J I WN OR CMU MAX MIN, w ` S.t E ,�� .,;,,,. C7 }. 'R EDGE ice a , •' .. ,. •.' • ti DISTANCE 3.1$�$ MEDGirIN• MIN. TT : ICE DISTANCE EMSIMMMENT POWERS POW BOLT, BOLT, POWm POWERS LOK BOLT- AS- - SIMPSON STRONG TIE SL EVE ALL r E:" 1 11, ,I —' itlet. A SILL Z� 2 . o tar, §� .Pemko 2005A • « . � � Protecto LWM200TM Liquid Waterproofing Membrane REPARATION: ;pair all structural deficiencies before applying LWM200. Protect areas or surfaces not to be coated, :h as doors, windows and floors, prior to applying LWM200 Liquid Waterproofing Membrane. Non choral gaps and cracks up to 1/16" can he sealed with LWM200. Gaps and cracks 1/S" -1/4" must be A with Protecto Sealant 25XL. Gaps larger than 3/g" must berepaired prior toapplying LWM200Liquid proofing Membrane. SATION: LWM200 Liquid Waterproofing Membrane may be applied with a brush or roller without dilution. Equipment cleans up with water. LWM200 Liquid Waterproofing Membrane may be sprayed without dilution with an aidess sprayer. Call your ProtectoWrap Representative for additional information. I PROTECTO WRAP ACCESSORIES ' Protecto Sealant 25XL is a high perfor- 3g mance, low modulus, one component, moisture cudngpolyurethane sealant It is a durable weatherproof sealant that offers excellent performance for back bedding nail flanges for window and door installation and sealing door thresholds. A high tack, tenacious, durable, sell -adhered air/vapor barrier tape system used for sealing PVC and aluminum fin windows and doors; window and door openings; and as a full coverage air vapor barrier membrane. Protecto Wrap Stucco Tape is a superior self -adhering air and moisture harrier for vertical and horizontal EIFS/Stucco systems. Protecto Wrap Stucco Tape is a 30 mil SBS modified rubberized asphalt membrane with a polyester top surface. The ultimate protection from air 1 and moisture infiltration under the threshold, Dual Guard has a unique patented flange which acts like a gasket, sealing off the sub - floor and preventing air and moisture Infiltration. WED PY I I I I I I J I J l��l 11, 1 1 11,1, '1 1 1, 11 l FILL d *>ti955SOharokea§t"reeGp:bgpver=fAR022�:*� :�r '� LWM2-200 (11-15)