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HomeMy WebLinkAboutREVISION 6-20-18OFFICE USE ONLY: SCA��� Dt TE FILED: 6 /020BY / St Lucie C REVISION FEE: LOCATION/SITE ADDRESS: 5333 Emerson Ave PERMIT # RECEII'T # G & DEVELOPMENT SERVICES G & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5662 (772) 462-1663 .ICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION zxEVIklom NS # 1803-0756 Ft. Pierce, FI. 34951 I DETAILED DESCRIPTION OF PROJECT REVISIONS: I Added a window in each Bathroom, revised laundry in garage to air conditioned room, revised front entry door to a 1 lite Impact French door and revised rear French doors to Non Impact which we will Shutter. CONTRACTOR INFORMA STATE of FL REG./CERT. #: BUSINESS NAME: Cal Builders QUALIFIERS NAME: Carl A. L,, ADDRESS: 2020 Old Dixie Hwy CITY: Vero Beach PHONE (DAYTIME): 772-562 ste 6 STATE: Fl 5 C/]ii/►1 JI7/ : -1�1 /I��Jl : 1 1 � \�_ 4 _ 1 � NAME: ADDRESS: I CITY: STATE: _ PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: i NAME: Todd N. Smith, P.E., Inc ADDRESS: 914 20th Place CITY: Vero Beach STATE: FI PHONE (DAYTIME): 772-559-3699 SLCCC: 9123109 Revised 06130/17 ST. LUCIE CO CERT. #: ZIP: 32962 FAX: 772-562-7782 FAX: FAX: ZIP: ZIP: 32960 REVISION FORM R405 2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION i Florida Department of Business and (Professional Regulation - Residential Performance Method I~1 L Project Name: PAULEY RESIDENC I Builder Name: CAL BUILDERS, INC. Street 5333 EMERSON AV NUE Permit Office: ST LUCIE COUNTY City, State, Zip: FORT PIERCE. FL. J U L O 2 L o 18 Permit Number: Owner: i Jurisdiction: ST LUCIE COUNTY Design Location: FL, Fat Pierce ST. Lucie County, Permitting Canty. St Lucie (Florida Climaba Zane 2 ) (Plans) 1. New construction cr epsting New (From 9. Wall Types (1406.0 sgtt.) Insulation Area 2. Single Gamily a multiple (amity Single family a. Concrete Block - Ext Insul, Exterior R=4.1 1158.00 1t2 b. Frame- Wood, Adjacent R=11.0 248.00 h2 3. Number of units, it multiple family 1 c. NIA R= IF 4. Number of Bedrooms 3 d. WA R= ft2 5. Is this awostcase? No 10. Calling Types (1312.0 sg1t.) Insulation Area a. Under Attic (Vented) 1 1312.00 1`12 6. Conditioned floor area above grade (ft2) 1312 b. WA R= ft2 Conditioned tloo area below grade (1t2) 0 c. WA R= ft2 11. Ducts R ft2 7. Windoers(145.0 sgft) Description Area a. Sup: Attic, Ret Attic, AH: Garage 6 140 a. U-Factor Sgl, U=0.30 12i4.61 ft2 HGC: SSHGC�.20 b. U-Factor: Sgl, U�.30 .40 ft2 12. Cooing systems kBEfficiency SHGC: SHGC�.17 a. Central Unit 30.0 0.0 SEER:16:16.00 c. U-Factor: NIA if SHGC: 13. Heating systems k8tu/hr Efficiency d. U-Factor: WA i fF a. Electric Strip Heat 27.0 COPA.00 SHGC: Area Weighted Average Overhang Depth: 1.000 it Area Weighted Average SHGC: 0.196 14. Hat wator systems a. Electric Cap: 40 gallons 8. Floor Types (1312.0 sgtt.) Insulation (Area EF: 0.980 a. Slab -On -Grade Edge Insulation R=0.0 1312.00 t2 b. Conservation features b. WA R= fP None c. WA R= fP 15. Credits None d Total Proposed Modified Loads: 43.36PASS GlassJFloorArea: 0.111 Total Baseline Loads: 48.03 �7a7 1 hereby certify that the and specifications covered by Review of the and STgT plans this calculation are in compliance with the Florida Energy plans specifications covered by this �'C Code. calculation indlicates compliance i I with the Florida Energy Code. lnr: pry.,`:; "• PREPARED BY: Before construction is completed r DATE: this building will be inspected for y compliance -with Section 553.908 I hereby certify that this " ng, a .designed, is in compliance Florida Statutes. 1 With the Florida En Code. COa WME OWNER/AGE T: ''y =' _ 1 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 R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an .envelope leakage test reportwith envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). i 6/29/2018 10:18 AM Ener I auge8 USA Section R405.4.1 Compliant Sofbvere Page 1 of 6 FORM R405-2017 INPUT SUNIMAKY GMGKLI51 KtPUK 1 PROJECT • Title: PAULEY RESIDENCE Bedrooms: 3 Address Type: Street Address ' Building Type: User Conditioned Area: 1312 Lot # Owner Name: Total Stories: 1 Block/SubdiHsicn: #of Units: 1 Worst'Case: No PlatBodc: Builder Name: CAL BUILDERS, INC. RZte Angle: 0 Street 5333 EMERSON AVEN Permit Office: ST LUCIE COUNTY Cons Ventilation: No Canty: St Lucie Jurisdiction: ST LUCIE COUNTY Whole Horse Fan: No City, State, Zip: FORT PIERCE. Family Type: Single-family FL , Newl6dsting: New (From Plans) Comment CLIMATE Design Temp Int Design Tamp Heating Design Daly Tamp Design Location 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 Entire House 1312 11028 SPACES Number Name Area Volume Kitchen Occupants Bedrooms [nil ID Finished Coded Heated 1 M W IC 36 288 No 0 1 Yes Yes Yes 2 M BATH 69 552 No 0 1 Yes Yes Yes 3 MASTER BEDROO 182 I 1456 No 0 1 1 Yes Yes Yes 4 LIVING ROOM 241 I 2?23 No 0 1 Yes Yes Yes 5 KITCHEN DINING 285 2565 Yes 0 1 Yes Yes Yes 6 BEDROOM 3 156 I1248 No 0 1 1 Yes Yes Yes 7 CLST 3 18 144 No 0 1 Yes Yes Yes 8 BATH 2 45 360 No 0 1 Yes Yes Yes 9 CLST 2 18 144 No 0 1 Yes Yes Yes 10 BEDROOM 2 168 1344 No 0 1 1 Yes Yes Yes 11 HALL 28 224 No 0 1 Yes Yes Yes 12 LAUNDRY 40 1320 No 0 1 Yes Yes Yes 13 HALLWAY 20 i 160 No 0 1 Yes Yes Yes FLOORS # Floor Type Spacel Perimeter Perimeter R-Value Area Joust R Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio M WIC 12 1t ,. 0 36 tt2 — 1 0 0 2SIab-On-Grade Edge Insulatio M BATH 11 It— 0 69 tts — 1 0 0 i 3SIab-On-Grade Edge Insulatio MASTER BEDRO 13 It 0 182 ft' — 1 0 0 4SIab-On-Grade Edge Insulatio LIVING ROOM 19 ft 0 247 W — 1 0 0 I 6/2912018 10:18 AM EnergyGauge® USA Section R405.4.1 Compliant Sottware Page 2 of 6 13i1e7T� Z[�b�iiiVA INPUT SUMMARY CHECKLIST REPORT _FLOORS # Flow Type Space Perimeter Perimeter R-Value Area Joist R Value Tile Wood Carpet 5 Slab -On -Grade Edge Insulatio KITCHEN DININ 19 tt 0 285 ft2 — 1 0 0 6Slab-On-Grade Edge Insulatio BEDROOJ3 25 It 0 156 ft2 — 1 0 0 7SIab-On-Grade Edge Insulatio CLST 3 2 ft 0 18 fie — 1 0 0 8 Slab -On -Grade Edge Insulatio BATH 2 5 ft 0 45 ft2 — 1 0 0 9 Slab -On -Grade Edge Insulatio CLST 2 2 ft 0 18 fie — 1 0 0 10SIab-On-Grade Edge Insulatio BEDROOM 2 32 It 0 168 ft? — 1 0 0 11SIab-On-Grade Edge Insulatio HALL 1 ft 0 28 ft? _ 1 0 0 12SIab-On-Grade Edge Insulatio LAUNDRY1 ft 0 40 ftz _ 1 0 0 13SIab-On-Grade Edge Insulatio HALLW 1 ft 0 20 W — 1 0 0 ROOF / Roof I Gable Roof Sdar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Cdor Absor. Tested Tested Insul. (deg) 1 Hip Motel i 1467 If 0 ft2 Light 0.6 No 0.9 No 0 26.6 ATTIC V # Type Ventilaban Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented I 150 1312 ff N N CouNG # Ceiling Type Space R-Value Ins Type Area Framing Fran Truss Type 1 Under Attic (Vented) M WIC 30 Blown 36 ft2 0.1 Wood 2 Under Attic (Vented) M BATH 30 Blown 69 ftz 0.1 Wood 3 Under Attic (Vented) MASTER BEDRO 30 Blom 182 fF 0.1 Wood 4 Under Attic (Vented) i VING ROOM 30 Blown 247 fl? 0.1 Wood 5 Under Attic (Vented) KITCHEN DININ 30 Blown 285 ft2 0.1 Wood 6 Under Attic (Vented) 3 30 Blown 156 f12 0.1 Wood 7 Under Attic (Vented) �BEDROOM CLST 3 30 Blown 18 ft2 0.1 Wood 8 Under Attic (Vented) BATH 2 30 Blown 45 ft2 0.1 Wood 9 Under Attic (Vented) CLST 2 30 Blom 18 ft2 0.1 Wood 10 Under Attic (Vented) I BEDROOM 2 30 Blown 168 if, 0.1 Wood 11 Under Attic (Vented) i HALL 30 Blom 28 ft2 0.1 Wood t? 12 Under Attic (Vented) LAUNDRY 30 Blown 40 ft2 0.1 Wood 13 Under Attic (Vented) HALLWAY 30 Blom 20 ft2 0.1 Wood 6/29/201 B 10:18 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 3 of 6 i FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS • Adjacent 3p�e Cavity Width Height Sheathing Framing Scar Below _ 1 E Exterior Concrete Block - Ext Insul M �W IC 4.1 6 0 8 0 48.0 fF 0 0 0.6 0 _ 2 S Exterior Concrete Black - Ext Insul MiWIC 4.1 6 0 8 0 48.0 fF 0 0 0.6 0 3 E Exterior Concrete Block - Ext Insults BATH 4.1 11 0 8 0 88.0 IF 0 0 0.6 0 _ 4 S Exterior I Concrete Block - Ext InawkSII ER BE 4.1 13 0 8 0 104.0 IF 0 0 0.6 0 _ 5 N Exterior Concrete Block - Ext InguNfING ROO 4.1 19 0 9 0 171.0 IF 0 0 0.6 0 _ 6 S Exterior Concrete Block - Ext IndOIfCHEN DI 4.1 19 0 9 0 171.0 IF 0 0 0.6 0 _ 7 S Exterior Concrete Block - Ext IndEDROOM 3 4.1 13 0 8 0 104.0 fF 0 0 0.6 0 8 W Exterior Concrete Block - Ext Ind3EDROOM 3 4.1 12 0 8 0 96.0 IF 0 0 0.6 0 _ 9 W Exterior Concrete Block - Ext Insul CLST 3 4.1 2 0 8 0 16.0 IF 0 0 0.6 0 10 W Exterior Concrete Block - Ext Insul BATH 2 4.1 5 0 8 0 40.0 fF 0 0 0.6 0 _ 11 W Exterior Concrete Block - Ext Insul CLST 2 4.1 2 0 8 0 16.0 If 0 0 0.6 0 _12 N Exterior Concrete Block - Ext InMEDROOM2 4.1 13 0 8 0 104.0 fF 0 0 0.6 0 `13 E Exterior Concrete Block - Ext Ind3EDROOM 2 4.1 6 0 8 0 48.0 fF 0 0 0.6 0 14 W Exterior Concrete Block - Ext InMDROOM 2 4.1 13 0 8 0 104.0 fF 0 0 0.6 0 _ 15 N Garage Frans - Wood LAUNDRY 11 20 8 160.0 IF 0 025 0.600000 0 _ 16 E Garage Frame - Wood LIVING ING ROO 11 11 8 88.0 1F 0 025 0.600000 0 DOORS # Omt Door Type Space Storms U Value Width Height Area Ft In Ft In 1 N Wood M WIC None .2 .1 .1 .1 ftz WINDOWS Orientation shoe m is the entered. Proposed orientation. Wall Overhang V # Ornt ID Frame Panes J NFRC U-Factcr SHGC Imp Area Depth Separation Int Shade Screening 1 E 3 Vinyl Low-E Single Yes 0.3 0.2 N 6.0 IF 1 ft 0 in 1 ft 4 in None None 2 S 4 Vinyl Law-E Single Yes 0.3 0.2 N 21.7 IF 1 ft 0 in 1 It 4 in None None 3 N 5 Vinyl Lo w-E Single Yes 0.3 0.2 N 21.7 ftz 1 ft 0 in 1 ft 4 in None None 4 S 6 Vinyl Law-E Single Yes 0.3 0.2 N 112 ftz 1 ft 0 in 1 ft 4 in None None 5 S 6 Vinyl Law-E Single Yes 0.3 0.2 N 34.0 IF 1 ft 0 in 1 ft 4 in None None 6 S 7 Vinyl Law-E Single I Yes 0.3 0.2 N 16.4 ftz 1 ft 0 in 1 It 4 in None None 7 W 10 Vinyl Law-E Single Yes 0.3 0.2 N 2.4 IF 1 ft 0 in 1 ft 4 in None None 8 N 12 Vinyl Low-E Single Yes 0.3 0.2 N 112 IF 1 It 0 in 1 ft 4 in None None 9 N 5 Vinyl Loa E Single Yes 0.3 0.17 N 20.4 ftz 1 It 0 in 1 it 4 in None None GARAGE # Floor Area Ceiling, Area F)posed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 440 fF 440ift? 31 It 8 ft 11 6/29/2018 10:18 AM EnergyGauge® USA Secticn R405.4.1 Cornpliant Software Page 4 of 6 I i PnPAA PMr%_'lnl7 IMPI IT CI INIIiAeI?V r-WI=r-ICI 1ST PFPCIPT INFILTRATION �# Scope Method SLA I CFM50 ELA EgLA ACH ACH50 1 Wholehcuse Proposed ACH(50) .000374 I 1286.6 70.63 132.84 .2749 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Black Ducts 1 Electric Strip Heat/ None I COPA 27 kBtulhr 1 sys#1 COOLINGSYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split I SEER: 16 30 kBtulhr 900 cfm 0.8 1 sys#1 I HOTWATERSYSTEM System Type SubType Locaticn EF Cap Use SetPnt Conservation 1 Electric None Garage 0.98 40 gal 60.9 gal 120 deg I None ISO LAR HOT WATER SYSTEM FSEC Cat # Company Neme Collector System Model # Collector Model # Area Storage Volume FEF None None 1t2 I DUCTS -- Supply -- V # Location R-Value Area — Return --- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cod 1 Attic 6 140 T ;Attic 14 fLa Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Progremable Thermostat: N Coding an Heating Jan Feb Ma Venting Jan Feb Ma I Ceiling Fans: Apr [[ ]] May [[Xj] Jun 4XJ] Jul [[X]] Au [[Xj] S [[]] Apr May Jun Jul Au S Apr May Jun Jul Aug Sep l�l i L J y L J L 1 L J g L 1 l�l Oct (�]j Nov Oct Nov Oct NovNw lxl [[�j] Dec Dec 1 Dec 6/29/2018 10:18 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 5 of 6 I I • I FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT Thermostat Schedule: HERS 2006 Reference I Hairs Schedule Type 1 2 3 i 4 5 6 7 8 9 10 11 12 Coding (W D) AM 78 78 781 78 78 78 78 78 80 80 80 80 PM 80 80 801 80 78 78 78 78 78 78 78 78 Coding (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 Hooting (W D) 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 I MASS Mass Type Area Thickness Furniture Fraction Space Detault(8 Ibs/sq.ft. 0 ft2 O ft 0.3 M W IC Default(8 Ibs/sq.ft. ft2 ft 0.3 M BATH Default(8 Ibs/sq.ft. ft2 ft 0.3 MASTER BEDROO Default(8 Ibs/sq.t. ft2 ft 0.3 LIVING ROOM Detault(8lbs/sq.ftt. ft2 ft 0.3 KITCHEN DINING Detault(8 Ibs/sq.1t. W ft 0.3 BEDROOM 3 Default(8 Ibs/sq.ft. I ft2 ft 0.3 CLST 3 Default(8 Ibs/sq.ft. ft2 ft 0.3 BATH 2 Detault(8 Ibs/sq.ft. ft2 ft 0.3 CLST 2 Default(8 Ibs/sq.1t. ft2 ft 0.3 BEDROOM 2 Default(8 Ibs/sq.ft. ft2 ft 0.3 HALL Default(8 Ibs/sq.ft. ft2 ft 0.3 LAUNDRY Default(8 Ibs/s .ft. ft2i ft 0.3 HALLWAY Name: Rating Compant I ISignature: I Date: I 6/29/2018 10:18 AM EnergyGouge® USA Section R405.4.1 Canpliant Sof mare Page of 6 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA i Project Name: PAULEY RESIDENCE Builder Name: CAL BUILDERS, INC. Street 5333 EMERSON AVENUE Permit Office: ST LUCIE COUNTY I City, State, Zip: FORT PIERCE, FL, Permit Number: U Owner: i Jurisdiction: ST LUCIE COUNTY w Design Location: FL, Fat Pierce I v COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall beinstalled it the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped cIailinglsoffit shall be aligned with the The insulation in any dropped ceiling/soffit Ceilingfattic insulation and any gaps in the air barrier shalle sea bled. shall be aligned with the air barrier. Access openings, drop dawn stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the tcp plate and the tap of exterior walls shall be sealed. shall beinsulated by completely filling the cavity with a Knee walls shall be sealed. material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall beinstalled in substantial contactand continuous alignmen twith the air barrier. Windows,skylights Thespacebetwe3en window/door jenbs and framing, and skylights and framing shall be sealed. and doors Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed atany exposed edge of insulation. Floor freeing cavity insulation shall be installed to (including maintain permanent contact with the underside of above -garage subloor decking, or floor framing cavity insulation shell and cantilevered floors) be permitted to bein contact with the top side of sheathing, or continuous insulation installed on the underside of floor terming and extends from the boftom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unventediorawl spaces shall be covered with a Where provided instead of floor insulation, insulation Class I vapor retarder withiovedapping joints taped. shall bepermanently attached to the crawlspaoe wells. Shafts. penetrations Duct shafts, utility penetradoris,and lueshafts cpeningtoexterior or unconditioned space shall be sealed. Batts in narrow cavities shell be cut to It, or narrow Narrow cavities cavities shall be filled by insulation thaton installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring I Batt insulation shall be cut newly to It around wiring an I plumbing in exterior walls, or insulation that an instalation readly conforms to available space shall extend bi d wirin Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall be on exterior wall tubs shall separate them from the showers and tubs. insulated. Electricel/phone boxon The air barrier shell be installed behind electrical or cornmunication exterior wells boxes or air -sealed bozos shell be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shell be sealed to the sub-fioorlor drywall. Concealed When required to be sealed, concealed lresprinklers shall only be sealed sprinklers in a manner that is recommended by themanufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fresprinkler cover plates and walls or ceilin s. a. In addition, inspection of log wells shell be in accordance with the provisions of ICC-400. 6/29/2018 10:1 B AM EnergyGouge® USA FBC 6th Edition (2017) Ccmnplient Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: PAULEY RESIDENCE BuilderName: CAL BUILDERS, INC. stoat 5333 EMERSON AVENUE Permit Office: ST LUCIE COUNTY City, State, Zip: FORT PIERCE. FL , Permit Number: Y U Owner. Jurisdiction: ST LUCIE COUNTY w Design Location: FL, Fort Pierce i U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks err joints in the air barrier shall be sealed. The air barrier in any dropped ceiling(soffit shall be aligned with the The insulation in any dropped ceiling/soffit Calingrattic insulaton and any gaps in the air barrier shall be sealed. shall bealigned with the air barrier. Access openings, drop down stairs or knee wall doers to uncondificnad attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls Thejuncticn of the top plate anii the top of exterior walls shall be sealed. shall be insulated by completely filling the cavity with a Knee walls shall be sealed. materiel having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall beinstalled in substantial contactand continuous j alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and skylights and framing shall be sealed. and docrs i Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed atany exposed edge of insulation. Floor framing cavity insulation shall be installed to (including maintain permanent con tact with the underside of above -garage sublocr decking, or floor framing cavity insulation shall and cantilevered floors) be permitted to bein contact with the top side of I sheathing, or continuous insulation installed on the underside of floor feming and extends from the bottom to the tap of all perimeter floor framing members. Crawl space walls Bcposed earth in unventedioravil spaces shall be covered with a Where provided insboad of floor insulation, insulation Class I vapor retarder with,overlapping joints taped. shall bepermanently attached to the craWspace wails. Shafts, penetrations Duct shafts, utility penetrations. and flueshafts opening toeAerior or unconditioned space shall be sealed_ i Batts in narrow cavities shall be cut to it or narrow Narrow cavities cavities shall be filled by insulation thaton installaficn readily conforms to the availablecavity spaces. Garage separation Air sealing shall be provided between the garage and ccnditicned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed tight fixtures installed in the building be sealed to the drywall thermal envelope shall be air tight and IC rated. Plumbing and Wring Batt in sulaficn shall be cut neatly to It around wiring an plumbing in exterior walls, or insulation that an i installation readily conforms toavailable space shall extend behin d Piping and Wri Show/tub The air barrier installed; at exterior wails adjacent to showers and Exterior walls adacent to showers and tubs shall be on axterior wall tubs shall separate them from the showers and tubs. insulated. Electricai/phone boxou The air barrier shall be installed behind electrical or ccmmunicaficn exterior walls bores or air -sealed bass 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 Ire sprinklers shall only be sealed sprinklers in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler corer plates and walls or ceilin s. a. In addition, inspection of log walls shall be in I accordance with the provisions of ICC-400. 6/29/2018 10:18 AM EnergyGauge® USA FBC 6th Edition (2017) Compliant Sofbnrare Page 1 of 1 I 2017 EPL DISPLAY CARD • I • ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATEDIENERGY PERFORMANCE INDEX* = 90 • The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Attic/Attic 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 30.0 a) Split system SEER 16.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft) 6. 1312 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.300 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.196 14. Heating system: Capacity 27.0 c) Area 7c. 145.0 a) Split system heat pump HSPF I b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP 1.0 ,a) U-factor.(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R value) 9b. 15. Water heating system c) Concrete, raised (R value) 9c. a) Electric resistance EF 0.98 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) i 10A2. 4.1 Q Heat recovery unit HeatRec% B. Ad/acent: g) Other 1. Wood frame (Insulation R value) 1061. 11.0 2. Masonry (Insulation R-value) ; 1062. 16. WAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11a. 30.0 b) Cross ventilation No b) Single assembly 11b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit 0 Programmable thermostat No *Label required by Section R303.1 3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be install xceeded) in this hoarse before final inspection. Otherwise, a new EPL display card will be complet, - a ed a compliant features. Builder Signature: Date: 7.2 i ea I Address of New Home: 5333 EMERSON AVENUE City/FL Zip: FORT PIERCE, FL 6/29/2018 10:18:35 AM EnergyGaugeO USA 6.0.02 - RaRes2017 FBC 6th Edition (2017) Compliant Sof6mare Page 1 of 1 i R R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board ofProfessional Engineers Certificate ofAuthorization No. 9813 i Product Sub Category Maniufacturer Product Name Category Plastpro Inc. Smooth I Wood Grain 1 White Wood Grain Exterior Swinging J 5200 W. Century Blvd. Rustic / Mahogany Doors Exterior Door Assemblies Los�i4ngeles, CA Series N Fiberglass Door Phone 440.969.9773 Inswing/Outswing - "Non -impact" Scope: Product Evaluation report issued by Plastpro Inc., based on Rule Chapte Business & Professional Regulation RW Building Consultants and Lyndc manufacturing or distributing the prl Limitations: 1. This product has been evaluated and is in coI I including the "High Velocity Hurricane Zone". W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of F. Schmidt, P.E. do not have nor will acquire financial interest in the company uct or in any other entity involved in the approval process of the product named with the 6th Edition (2017) Florida Building Code (FBC) structural requirements 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. - 3. When used in the "HVHZ" this product is req fired to be protected with an impact resistant covering that complies with Section 1626 of the FBC. i 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection,this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring Ibf these units shall be the same as that shown for 2x'buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15220.4 require further engineering analysis by a licensed engineer or registered architect. i 7. Outswing configurations meet water infiltration requirements for "HVHZ". 8. Inswing configurations do not meet the wafer infiltration requirements for the "HVHZ". Inswing units shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FLA 5220.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 07-0223-2 TAS 202-94 1 Testing Evaluation Lab:,lnc. Wendell Haney, P.E. ETC 07-209-19303.0 ASTM D2843-99, ASTM D635-98, ETC Laboratories Ben Meunier ASTM D1929-96 ETC 08-209-20609.1 ASTM G155-05a, D638-03 ETC Laboratories Guginder Dhami ETC 06-255-17412.0 ASTM E84-05 ETC Laboratories Joe Doldan, P.E. ETC 05-255-16776.0 ASTM G26-'95, D2843-99, D635-98, ETC Laboratories Joe Doldan, P.E. D1929-96, D638-03 TEL 01391846 TAS 202-94 Testing Evaluation Lab.,lnc. William Shelton, P.E. 2. Miami -Dade NOA Materials Testing 15-1223.02 HP Polypropylene (ODL) 3. Drawing No. Prepared by No. FL-15220.4 RW Building Consultants, Inc. (CA #9813) •4. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA#9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. •5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance programdhat complies with ISO/IEC 17020 and Guide 53. i Sheet 1 of 1 Signed & Sealed bV 81""111e9� Lyndon F. Schmidt, P.E. ®� `'.• *•� -•,©�. ��Signed & Sealed by � ,.•�\C E n S'�c•• 0 L�lon F. Schmidt, P.E. No 43409 w-a2 :9•• STATE OF, = � Lyndon F. Schmidt, P.E. FL PE No. 43409 oscsar®aeuaan°��� 9/26/2017 L plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING C"NON;IMPACT"__ GENERAL NOTES_ 1. This product has been evaluated and Is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the °High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material sholl be beyond wall dressing or stucco. 3. When used In the "HVHZ" this product Is required to be protected with an Impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas requiring wind bome debris protection, this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R30121.2. 5. For 2x stud construction, anchoring of these units shall be the same as that shown for N buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water in riattonregftmentsfor"HVHZ°. 8. Inswing configurations do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be Installed only in non -habitable areas or of habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. TABLE OF CONTENTS SHEEN DESCRIPTION I Typical elevations, design pressures & general notes 2 Door panel details and glazing detail 3 Horizontal & Vertical Cross Sections (2X Buck) 4 Horizontal & Vertical Cross Sections (I X Buck) 5 Horizontal & Vertical Cross Sections (Direct to Masonry) 6 Horizontal & Vertical Cross Sections (Direct to Masonry) 7 Vertical Cross Sections (Thresholds) 8 Buck and frame anchoring 9 Astragal details 10 Bill of materials & components 4 m 6 )--— 74.00" MAX. OVERALL FRAME WIDTH —{ Z Z 0 _ e 0 .o r„ 00 $ Qe - OVERALL FRAME; DIMENSION OVERAGE 'LO..:- " 'DIMENSfON ' GLASS TYPE DES/GN PRESSURE`(PSF) POSITIVE.-' NEGATIVE: 74.9' X 81.63" 20.5" X 62.75" G1 +50.0 -50.0 I [1. v t,N tl' Z' M O J•'_ O! Q- 6 QQ \\\ N co o UN •; v Z oZ, Ea a)m �g 900! in m D IL oZ zL" vZ M pJ 0 zo o� MLU am � �NLn o w a a., �- N.T.S. DWG. BY: JK DDK, Hy: LFS DRAWING ND.: FL-15220.4 SHEET _L OF 10 • R1Qents\Plastpro, Inc PERMANENTTA - Florida Product Approvals\FL-15220 Non -Impact Fiberglass Door -Inswing-OutsWng\C - Drawings\FL-15220 (2017)\FL-15220AAwg, 4-2 79.25" MAX. DOOR PANEL. HEIGHT 62.75 MAX. D.L.O. HBPHT O `� ►� N o • I � T01 ^' e F m A Z m O 4 11 s O.C. (Tl P.) 0 O ss� r � r D; in D r r3 m .Z1 O I v m m m Gi 0 A 2 08 02 17 UPDATE TO 6TH ED. (2017) F8C dBy 1 04 22 15 UPDATE TO 5TH ED. 2014 FHC NO DATE PLASTPRO INC FIBERGLASS DOOR PART OR ASSEMBLY: DOOR PANEL DETAILS AND GLAZING DETAIL 4y� 17i MT o -o a 0 v y Z ```fit\III111/!/,77i ��. F• SCHI yj� .,. No.43409 � "�d7t * •:7t 97L��j � •-- �ti Document. Prepared B),.-:, Lyndon F. Schmidt '/,�•••' RORLOA.•'•�2�� P.E. No. 43409 ��/SS \�% Z$V EUILDING CONSULTANTS, INC. v l.Ul! P.O. Box 230, Volrtco, FL 33595 VVV Phone No.: 013.659.9197 ® 2o12 R.W. BUILDING CONSULTANTS INC. �"q Z Lam', MDo W N M A O 0 m S n O 7ne v �O V 50 Z FA 22 N � o MYGSINK n (TYPJ 1-1/4" MIN. EMB. (TYP.) No. 43409 x F '^ y� $ PRODUCT: Documents Pmpamd Or,� � AIORl91:• \ �� ��i'FS''• IT max$ I Z \ PLASTPRO INC FIBERGLASS DOOR Lyndon F. Schmidt ......•• 0`�� P.E. No. 43409 %% i Ln Z -i NO 2 K BUILDING CONSULTANTS. INC. 6 02 t7 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: 4 22 15 UPDATE TO STH ED. (2014) FBC JK IO Vl 1 HOR1 & rBUCK) J l� PICAL.O. Box 230• ValAco, FL 33595 DATE BY o . ro NO CROSS SECTIONS (2XZONTAL Phone o.: 81 .659 91979813 I REVISIONS C ® 2012 R.W. BUILDING CONSULTANTS INC. T I .T. �NF M O 2 08102117 UPDATE TO 6TH ED. (2017) F8C JK i 4 15 JUPOATE TO 5TH ED. (2014) FBC JK NO DATE I BY 1-1/4' MIN. EMB. (TYP.) PLASTPRO INC FIBERGLASS DOOR PART OR ASSEMBLY: HORIZONTAL & VERTICAL CROSS SECTIONS (iX BUCK) ```1111u nIM "�''. �. No. 43409 `7?."e-7 �-`Mi 0ocoments Pmpamd Eyre W, alnlo K' Lyndon F. Schmid! 'ice S'•.ROMIA •' P.E. No. 43409 ''pis/p1HA1.� BUILDING CONSULTANTS, INC. P.O. Box 230. Valrico, FL 33595 Phone No.: 813.659.9197 2O1 IS R.W. 6UILOINO CONSULTANTS INC. I R4%C1ien_ts\Plastpro Inc PERMANENI\A-Florida Product Approvals\FL-15220Non-Impact Fiberglass Door-Inming-Outsvrinn\C- Drawings\FL-15220(2017)\FL-15220.4.dwo.4-5 � (4—." m qi^q c❑ yy ° j.� N BOO I n N �rrr11 OEla ❑ 3 MR �z I �0 o YA H rn ❑ Z A V N ILa I m n M A y�yO rn 0 n f0� T ���JJJ ❑ z IA I 1-1/4"MIN. EMB. (TYP.) I `\\\\\I11llljj / F• SCHti1ip C No.43409 ' $ PRODUCT: Doaumentn Prepared By: r'I 3 PLASTPRO INC Lyndon P•. Schmidt 'e'�ii/- ��'•' ���� IN I N FIBERGLASS DOOR P.E. No. 43409 to P 2 m llll)fill\t\\\ N y NO 2 OB 0 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: �{(f1/A'/ BUILDING CONSULTANTS, INC. Ip in 1 /22 15 UPDATE TO STH ED. 2014 FBC JK HORIZONTA &VERTICAL CROSS JI�vT' P.O. Box 230, Valrico, FL 33595 v w NO DATE BY SECTIONS tDIRECT TO MASONRY) Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 02C16 R.W. RU,LOINR COMB— 1— i Z 1.5' U MAX. m 4 1.2Y MIN. P EXTERIOR IM_ INTERIOR �1 VERTICAL CROSS SECTION 6J Shown only w/ 4-9/16j' jamb Double Door Only (N/A w/ SideGtes) MAX. m = MIN. EXTERIOR '/,"////a INTERIOR 4 J / VERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 6.9/16' jamb INTERIOR 11 T 111111112.1 �� D 1-1 /4" MIN. FMB. (TYP.j EXTERIOR 1 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 4-9/16" jamb Double Door Only (N/A w/ Sidelites) Shown Direct to Masonry Outswing only w/ 6-9/16'jamb ��. 40 �_• 33 <. j H) M 0C2_ Zto 5 7 * 0 4�U o 4e- � n � �5n - /// /• ••y O �\\\ o m J 0003 !flfll ro z 11 � N•• « 'e E m Z aZU m • iota 0 E CZ J� Q� cr �j zo >o (oar 3fti m QC a� �I Irrn _c) a a h � J i Q O N Q O J Z O N Z m+rE:02120112 = 5 m 3 W N N.r.S. owc. BY. JK UK. ar: LFS DRAWWG No.: FL-15220.4 0 N SHEET 6 OF 10 R1CIientslIftstpro, Inc PERMAN - Florida Product A wall FL-15220 Non -impact Fiberglass Door - Inswln -Outsmn \C- Dm in s FL-15220 01 \FL-15220.4.d 4-7 I 1-1/47 MIN. EMB. (TYP.) m ' O V � - n D v n 0 ^ � v 7 H ER C3 O o A 0 ° v I = ml I m I I ° d m _ IA 8s o O rn i. ca m EMB. (TYP.) O SCNM� Ys' s i PRODUCT: PLASTPRO INC Documents Prepared Omlmwm Lyndon F. Schmidt 'R•�•0�:••� �`;��� I N FIBERGLASS DOOR P.E. No. 43409 ! Iv a NO 2 02 17 UPDATE TO 61H ED. (2017) FBC JK PART OR ASSEMBLY: Ny K�/,�I� BUILDING CONSULTANTS,1 INC,, 1 4 22 IS UPDATE TO STH ED. (2014 FBC JK to in VERTICAL CROSS SECTIONS d 1iYP P.O. Box 230, Vatdco, FL 33595 NO DATE BY o {+ ro (THRESHOLDS) Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2012 R.W. 9IlILaINO CONeIILTANTe INC. D HEAD MASONRY & JAMBS OPENING 2X BUCK-\ I I _ r 8" 4" -1 FT n O T h 4-9/16" JAMB p DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 6) C MASOt OPENIt FRAN 2X BL I_ L 2X BUCK SEE DETAIL 2 RY G iXBUCK :o G DIRECT TO D MASONRY E _ TYP. HEAD _ & JAMBS =K SWNGo EUTSWING TYP. QSILL — SEE DETAIL 1 r t I BUCK ANCHORING ASTRAGAL STRIKE JAMB FRAME ANCHORING ry cq .34 rs 7 M 4-9/16" JAMB HINGE JAMB N 6.9/16" JAMB DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 6) — - - - -- -- DIRECTTO MASONRY CONCRETEANCHOR NOTES: — - I BUCK I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to 2X BUCK maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the'MAX. ON CENTER" dimension are not exceeded. 72 3. Concrete anchor table: zz` ANCHOR i4NCHOR . MIN MIN' CLEARANCE MIN. CLEARANCE: 7ppE SIIE EMBEL)MENT TO MASONRY EDGE`. '_ .... TOADJACENT ;.. ,ANCHOR, : _•`•:: ITIN TAPCON® 2" 4" ELCO 1/4" 1.1/4" 1" 4" ULTRACON® DETAIL i DETAIL 1 DETAIL Asfraa1 throw bolts Astragal throw bolts Attach ostragal throw bolt at thge threshold at the threshold strike plate to frame tsw n WOOD SCREW INSTALLATION NOTES: (Oug) (Inswing) as shown 1. Maintain a minimum 5/8" edge distance, 1"end distance, & 1"o.c. spacing Of wood screws to prevent the splitting of wood. DIRE( MAS( 1X 2X * N -Zrm ;7 z z o ID 11 iII1P1p, 0Ne �v a g z v t° e 9°'@ a N� m da �f 14 C 6 EEZ o .3d 11� 28 58 a 27 LATCH & DEAD BOIi DETAIL HINGE DETAIL 6 z w 'm N Z O U DATE 02120112 = SUM N.T.S. 9 ON(;. BY: X m Oft BY. LFS ; DRAMND NO, D: FL-15220.4 N a SHEEP 8 OF 10 dANENT\A -Florida Product ApproyalS\FL-152zU Non-Impar I I II�2W I 00.31" v �S p0O�N m Q 3 o D m _ gaip Ste, to 3 C I I•:.:Tc I I 2 5 02 17 UPDATE TO m ED. (2017) FBC JK 1 4 22 15 UPDATE TO 5TH ED. 2014) FBC JK NO DATE BY r n 0 0D PLASTPRO INC FIBERGLASS DOOR ASTRAGAL DETAILS y I to cq ````tttlllll//ll7�i No. 43409 ' nente Prepared W. 3n F. Schmidt '���••�CRtD�' •Q ��`` No. 43409 S/p�dA' 1 ``�� BUILDING CONSULTANTS, INC. VV P.O. Box 230• Voirieo• FL 33595 Phone No.: 813.659.9197 FBPE CA No. 9813 BILL OF MATERIALS ITEM IT DESCRIPTION MATERIAL A 1 X BUCK SG - 0.55 WOOD B 2X BUCK SG - 0.55 WOOD C 1/4" MAX. SHIM SPACE - D 1 /4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" X 3-1/4"PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL I 1 /4" X 2-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K #7 X 2' PFH DRYWALL SCREW STEEL L # 10 X 2-1 /2" PFH WOOD SCREW (1.15' MIN. EMBEDMENT) STEEL M 3/16" X 2-1/4" ITW CONCRETE SCREW STEEL N 1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL P 1 /4" X 2-1 /4° PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP. / VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 FORCE 5 WEATHERSTRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGEL FOAM 9 4" X 4" BUTT HINGE STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 12 #10 X 3" PFH WOOD SCREW STEEL 27 LATCH STRIKE PLATE STETS 28 DEADBOLT STRIKE PLATE STEEL 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD 30 INSWING VINYL DOOR BOTTOM SWEEP VINYL 33 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. / WOOD 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 58 #8 X2' PFH WOOD -SCREW STEEL 71. ASTRAGAL BY DLP (6063-T5 ALUMINUM) ��---- _ ALUM. 72 ASTRAGAL STRIKE PLATE STEEL 73 #8 X 2' PH SCREW STEEL 74 CONCEALED STIFFENER BY PLASTPRO (6063-T6 ALUMINUM) ALUM. 77 SLIDE BOLT ROD STEEL Z-4 c Imo— z 4.56" "In till 1 HEAD d SIDE JAMB V L�4.56"� o ry F- — 2AC 2.13" -- 2 HEAD d SIDE JAMB Poly fiber 4.56° 4.56" 2().i' 33 ADJUSTABLE INSWING THRESHOLD �1 OUISWING THRESHOLD BY DIP c1w'i` m M. G. ro a;J:ri n • •�j�O ys� o m sin zom U N •• G v 0 oz Em 9mm n o0 � mda 4 ^o z U0 sl" zo o z Ix 11:5 m :Lm OV V am �-d SCALE. N.T.S. DWG. BY. JK cm By. LFS ; DanWWG NO.: It FL-15220.4 a a SHEET 10 OF 10