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320 5th St RES19-0339 Detached Garage Remodel .,,,v k, RESIDENTIAL PERMIT PERMIT NUMBER : v ` RES19-0339 s, CITY OF ATLANTIC BEACH ISSUED:SEMINOLE ROAD 1/28/2020 -'.:.T,_-);119',- ATLANTIC BEACH. FL 32233 EXPIRES: 7/26/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: RESIDENTIAL ALTERATION DETACHED GARAGE 320 5TH ST $125000.00 RESIDENTIAL REMODEL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169832 0000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: RJ ATLANTIC BUILDERS, 115 Florida BLVD NEPTUNE BEACH FL 32266 INC OWNER: ADDRESS: CITY: STATE: ZIP: HALE NATHAN PATRICK JR 320 5TH ST ATLANTIC BEACH FL 32233-5346 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $555.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $277.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $12.49 STATE DCA SURCHARGE 455-0000-208-0600 0 $8.33 TOTAL: $853.32 Issued Date: 1/28/2020 1 of 2 I--'rv. RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES19-0339 ~ 800 SEMINOLE ROAD ISSUED: 1/28/2020 ��P';i�� ATLANTIC BEACH. FL 32233 EXPIRES: 7/26/2020 Issued Date: 1/28/2020 2 of 2 rSJ:vy;y+ City of Atlantic Beach APPLICATION NUMBER At Building Department (To be assigned by the Building Department.) 800 Seminole Road 1 • o Atlantic Beach, Florida 32233-5445 1 l ` ~v G • Phone(904)247-5826 • Fax(904)247-5845 `,•• q? E-mail: building-dept@coab.us Date routed: h ' 1 7-4 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �C) C Department review required Yes o J � C_ Building—T, Applicant: ,,J P\TLAdv'rlQ_ RL)LLE1 Planning &Zoning Tree Administrator Project: E--:, p G� R E-�(�C,, EL, Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Ili Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation �� St. Johns River Water Management District n Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Fl Approved. Denied. Not applicable (Circle one.) Comments: BUILDING fJOC PLANNING &ZONING Reviewed by: "21' Date: /c;)'J/"l TREE ADMIN. Second Review: I ❑Not applicable Approved as revised. Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I IApproved as revised. ❑Denied. Not applicable Comments: Reviewed by: _ Date: Revised 05/19/2017 Building Permit Application COPY Updated 10/9/18 %::: . , OFFICE City of Atlantic Beach Building Department **ALL INFORMATION JHIGHLIGHTED IN GRAY � 800 Seminole Road, Atlantic Beach, FL 32233 •-�'f,71-- : IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: 320 5th Street Permit Number: ,-N C5( Q( " O33j Legal Description 5-69 16-2s-29E Atlantic Beach Lots 7.9 blk 6 RE#169832-0000 Valuation of Work(Replacement Cost)$125,000 Heated/Cooled SF 627 Non-Heated/Cooled152 • Class of Work: ❑New LKAddition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial i Residential • If an existing structure, is a fire sprinkler system installed?: EYes LSI No • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) EI No Describe in detail the type of work to be performed: remodel of existing detached garage apartment Florida Product Approval# for multiple products use product approval form Property Owner Information Name Nathan Patrick and Collette Hale Address 320 5th Street City Atlantic Beach State FL Zip 32233 Phone 415 637-9356 E-Mail nphale@gmail,com Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of CompanyRJ Atlantic Builders, Inc. Qualifying Agent Robert C.Johnson Jr. Address 715 Davis Street CityNeptune Beach State FL Zip32266 Office Phone 904735-3520 Job Site Contact Number 904735-3520 State Certification/Registration#CGC 1511900 E-Mail Robbie@RJatlanticcorn Architect Name& Phone# Imagine Architectural Designs inc 904737-4779 Wallace Brown Engineer's Name& Phone# Alexander Grace Consulting Geoff Gartner 904 608-0364 Workers Compensation Insurer American Builders Insurance Company OR Exempt o Expiration Date 3/2"020 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ?'" (Signature of Owner. •rent) (Signature of Contractor) PL Sited and swo/011 n to(or affirm-•) bef.re me this ✓U day of Signed and sworn to (or affirmed)before me this - day of � , /0 L 1 , by j‘i i 9_.-n\34/, .11 1 , by )—‘ 3-i' k 11D G(1 i. 4(i#,I . °w's fit. _ _ ... ` 'q� a� MAiop b�J�•Motary� .•••F' * lr-t I4-;$ t3N1(iTON m� Notary Public,State of Florida _ �l, ;,k: MY COMMISSION#GG 042984 Pal Commission#GG 238078 ^:��=� , EXPIRES:October 27,2020 \ [ ] Personally •no..r . My comm.expires Aug.24,2022 ` [ ]Personally Known 0' F 4°' Bonded TtvuNotary Public Underwriters [Produced I.en _ I / (r)-produced Identificat .� T Type of Identification: V ) (. Type of Identification: . i•— b(iU ¢y S`l Li-riS-L. ,.i=''''If TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY �S }� City of Atlantic Beach PERMIT# ' '� Community Development Department .1.7._.,_ , at�r 800 Seminole Road Atlantic Beach,FL 32233 `�,�;Ii9r (P) 904-247-5800 OFFICE COPY SITE INFORMATION ADDRESS 320 5th Street SUBDIVISION n/a BLOCK LOT RE# 169832 ESN RESIDENTIAL E COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME RJ Atlantic Builders(Robbie Johnson) PHONE# 904 735-3520 ADDRESS 715 Davis Street CELL# 735-3520 CITY Neptune Beach STATE FL ZIP CODE 32266 EMAIL robbie@RJatlantic.com ❑ OWNER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent Zi---) Robert C.Johnson Jr 11/07/2019 SIGNATURE OF AP LICANT PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE Signed and sworn before me on this T day of N N teril by' , 36k 61by State of FL 1.-- --)9-(-k i\ 1 1 County of OtAlif r1 I Identification verified: L._ b>Ti J,¢„ S L .12 n; Oath Sworn: ❑ Ye .,...,,21-7„.,....— �` JENNIFER JOHNSTON Z ------ i\ -`' '..`, MY COMMISSION#GG 042984 EXPIRES:October 27,2020 Notary Sig at r '77 iinnded Thru Notary Public Undemnters ...i..,:.:-.-...... My Commission expires 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 OFFICE COPY ,titr" "` PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: 320 5th Street detached garage/bonus room Permit#: '�r S/9—C3.33 *owner/Project Name: Patrick and Collete Hale As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging PGT Exterior french door non impact resistant FL 253.2 2. Sliding 3. Sectional 4. Garage Roll-Up 5.Automatic 6. Other Masonite Ext. swing door FL 7091.1 B.WINDOWS 1. Single hung pgt SH vinyl window non impact FL 239.6 2. Horizontal slider 3.Casement 4. Double hung 5. Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding James Hardie Lap siding FL 13192-r5 2. Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1.Asphalt shingles Owens Corning asphalt shingle FL 10674.1 2. Underlayments Warrior felt underlayment FL 2346.1 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 c Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1.Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2.Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6.Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G.SKYLIGHTS 1. Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 4 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. Robed C. Johnson *Contractor Name (Print Name): *Contractor Signature: �' f *Company Name: RJ Atlantic Builders, Inc. 715 Davis Street *Mailing Address: Neptune Beach FL 32266 *City: *State: *Zip Code: 904 735-3520 robbie@RJatlantic.com *Telephone Number: *E-mail Address: Cell Phone Number: 904 735-3520 Fax Number: Page 4 of 4 Updated 10/17/18 FORM R405-2017 OFFICE COPY RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). ❑ Energy Performance Level(EPL) Display Card(one page) O HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements (five pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) O If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) 5/23/2019 4:16:50 PM EnergyGauge®USA 6.0.03(Rev. 1)- FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Hale-320 5th St Builder Name: RJ Atlantic Builders, Inc Street: Hale-320 5th St Permit Office: Jler+ri+fcBeach City,State,Zip: Atlantic Beach , FL,32233 Permit Number: ; i-11'=^i-ti Owner: Jurisdiction: 261400 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(4141.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=30.0 2336.00 ft2 b. Concrete Block-Int Insul, Exterior R=4.1 1805,00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 5 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (2477.0 sqft.) Insulation Area a. Under Attic(Vented) R=30.0 2477.00 ft2 6. Conditioned floor area above grade(ft2) 4263 b. N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft' 11. Ducts R ft2 7. Windows(620.2 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:Attic 6 374 a. U-Factor: Dbl, U=0.34 491.57 ft2 b. Sup: Attic, Ret:Attic,AH:Attic 6 95 SHGC: SHGC=0.21 c. Sup:Attic, Ret:Attic,AH:Garage 6 342 b. U-Factor: Dbl, U=0.30 73.94 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.19 a.Central Unit 28.4 SEER:15.00 b. Central Unit 12.0 SEER:15.00 c. U-Factor: Dbl, U=0.35 41.00 ft2 c. Central Unit 28,4 SEER:15.00 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: other(see details) 13.67 ft2 a. Electric Heat Pump 28.4 HSPF:8.50 SHGC: other(see details) b. Electric Heat Pump 12.0 HSPF:8.50 Area Weighted Average Overhang Depth: 2.954 ft. c. Electric Heat Pump 28.4 HSPF:8.50 Area Weighted Average SHGC: 0.211 14. Hot water systems a. Electric Cap:40 gallons 8. Floor Types (2477.0 sqft.) Insulation Area EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 1876.00 ft2 b. Conservation features b. Floor over Garage R=30.0 475.00 ft2 None c.other(see details) R= 126.00 ft2 15. Credits Pstat Glass/Floor Area: 0.145 Total Proposed Modified Loads: 107.23 PASS Total Baseline Loads: 113.96 I hereby certify that the plans and specifications covered by Review of the plans and •,:•�4'CKE ST,4„>.,,�3 this calculation are in compliance with the Florida Energy specifications covered by this ti z• 0�,� Digitally signed by Eric r ,n Code. calculation indicates compliance cos r. Struble Eric Struble Date:2019.11.0711:38:15 with the Florida Energy Code. i�• 0,„'ii('••, -:=: '....."„ O A PREPARED BY: - -os'oo� Before construction is completed u�b ..DATE: November 7,2019 this building will be inspected for +, .a` s compliance with Section 553.908 * o * i I herebycertifythat this building, as designed, is in compliance Florida Statutes. 3� - -' with the Florida Energy Code. g p ••COD WE' ��'�e: OWNER/AGET/`. A BUILDING OFFICIAL: -- DATE: /// ( , DATE: /2.-ii-/ f - 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 report with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 11/7/2019 11:36 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 7 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Hale-320 5th St Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 4263 Lot# Owner Name: Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: RJ Atlantic Builders, Inc Rotate Angle: 0 Street: Hale-320 5th St Permit Office: JacksawAie-8each Cross Ventilation: No County: Duval Jurisdiction: 261400 Whole House Fan: No City,State,Zip: Atlantic Beach , Family Type: Single-family FL , 32233 New/Existing: New(From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Guest House AH 475 3800 2 First Floor AH 2074 17196 3 Second Floor AH 1714 13872 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Kit Liv Din 1494 11952 Yes 0 1 Yes Yes Yes 2 Office 144 1296 No 0 1 Yes Yes Yes 3 BA 64 576 No 0 1 Yes Yes Yes 4 Playroom 288 2592 No 0 1 Yes Yes Yes 5 Storage 60 540 No 0 1 Yes Yes Yes 6 Pwdr 24 240 No 0 1 Yes Yes Yes 7 WIC 25 200 No 0 1 Yes Yes Yes 8 BA 2 45 360 No 0 1 Yes Yes Yes 9 Guest Suite 166 1328 No 1 1 1 Yes Yes Yes 10 Office 2 239 1912 No 0 1 Yes Yes Yes 11 Loft/hall 310 2480 No 0 1 Yes Yes Yes 12 Guest BR 176 1408 No 1 1 1 Yes Yes Yes 13 BR 154 1232 No 1 1 1 Yes Yes Yes 14 BA 3 48 384 No 0 1 Yes Yes Yes 15 BA 4 80 800 No 0 1 Yes Yes Yes 16 BR 2 210 1680 No 1 1 1 Yes Yes Yes 17 Master WIC 186 1488 No 0 1 Yes Yes Yes 18 Master BA 168 1344 No 0 1 Yes Yes Yes 19 Master BR 354 2832 No 2 1 1 Yes Yes Yes 20 Laundry 28 224 No 0 1 Yes Yes Yes 11/7/2019 11:36 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 7 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT FLOORS Y # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Kit Liv Din 107 ft 0 1296 ft2 ____ 1 0 0 2 Slab-On-Grade Edge Insulatio Office 26 ft 0 144 ft2 ____ 1 0 0 3 Slab-On-Grade Edge lnsulatio BA 8 ft 0 64 ft2 ---- 1 0 0 4 Slab-On-Grade Edge Insulatio Playroom 50 ft 0 288 ft2 ____ 1 0 0 5 Slab-On-Grade Edge Insulatio Storage 17 ft 0 60 ft2 ____ 1 0 0 _ 6 Slab-On-Grade Edge lnsulatio Pwdr 4 ft 0 24 ft2 ____ 1 0 0 7 Floor over Garage WIC -___ ____ 25 ft2 30 0 0 1 8 Floor over Garage BA 2 ____ ____ 45 ft2 30 0 0 1 9 Floor over Garage Guest Suite ____ ____ 166 ft2 30 0 0 1 10Floor over Garage Office 2 ____ ____ 239 ft2 30 0 0 1 11Raised Floor Master BR ____ ____ 126 ft2 13 0 1 0 ROOF / Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 2610 ft2 412 ft2 Medium N 0.85 No 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 2477 ft2 N N CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Kit Liv Din 30 Blown 228 ft2 0.1 Wood 2 Under Attic(Vented) Storage 30 Blown 60 ft2 0.1 Wood 3 Under Attic(Vented) WIC 30 Blown 25 ft2 0.1 Wood 4 Under Attic(Vented) BA 2 30 Blown 45 ft2 0.1 Wood 5 Under Attic(Vented) Guest Suite 30 Blown 166 ft2 0.1 Wood 6 Under Attic(Vented) Office 2 30 Blown 239 ft2 0.1 Wood 7 Under Attic(Vented) Loft/hall 30 Blown 310 ft2 0.1 Wood 8 Under Attic(Vented) Guest BR 30 Blown 176 ft2 0.1 Wood 9 Under Attic(Vented) BR 30 Blown 154 ft2 0.1 Wood 10 Under Attic(Vented) BA 3 30 Blown 48 ft2 0.1 Wood 11 Under Attic(Vented) BA 4 30 Blown 80 ft2 0.1 Wood 12 Under Attic(Vented) BR 2 30 Blown 210 ft2 0.1 Wood 13 Under Attic(Vented) Master WIC 30 Blown 186 ft2 0.1 Wood 14 Under Attic(Vented) Master BA 30 Blown 168 ft2 0.1 Wood 15 Under Attic(Vented) Master BR 30 Blown 354 ft2 0.1 Wood 16 Under Attic(Vented) Laundry 30 Blown 28 ft2 0.1 Wood 11/7/2019 11:36 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 7 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V # nrnt To Wall TypP - -- -Space R-Vahie Ft In a--in . -- - ••• .• • Grade%- 1 N Exterior Concrete Block-Int InsulKit Liv Din 4.1 22 0 8 0 176.0 ft2 0 0 0.54 0 2 E Exterior Concrete Block-Int InsulKit Liv Din 4.1 20 0 8 0 160.0 ft' 0 0 0.54 0 3 S Exterior Concrete Block-Int InsulKit Liv Din 4.1 33 0 8 0 264.0 ft' 0 0 0.54 0 4 W Exterior Concrete Block-Int InsulKit Liv Din 4.1 32 0 8 0 256.0 ft2 0 0 0.54 0 5 N Exterior Concrete Block-Int Insul Office 4.1 12 0 9 0 108.0 ft' 0 0 0.54 0 6 E Exterior Concrete Block-Int Insul Office 4.1 12 0 9 0 108.0 ft' 0 0 0.54 0 7 W Exterior Concrete Block-Int Insul Office 4.1 2 0 9 0 18.0 ft' 0 0 0.54 0 8 E Exterior Concrete Block-Int Insul BA 4.1 8 0 9 0 72.0 ft2 0 0 0.54 0 9 N Exterior Concrete Block-Int Insul Playroom 4.1 16 0 9 0 144.0 ft' 0 0 0.54 0 _10 S Exterior Concrete Block-Int Insul Playroom 4.1 16 0 9 0 144.0 ft2 0 0 0.54 0 11 W Exterior Concrete Block-Int Insul Playroom 4.1 18 0 9 0 162.0 ft' 0 0 0.54 0 12 E Exterior Concrete Block-Int Insul Storage 4.1 12 0 9 0 108.0 ft' 0 0 0.54 0 13 S Exterior Concrete Block-Int Insul Storage 4.1 5 0 9 0 45.0 ft2 0 0 0.54 0 14 N Exterior Concrete Block-Int Insul Pwdr 4.1 4 0 10 0 40.0 ft' 0 0 0.54 0 15 N Exterior Frame-Wood WIC 30 5 0 8 0 40.0 ft2 0 0.23 0.54 0 16 E Exterior Frame-Wood WIC 30 5 0 8 0 40.0 ft' 0 0.23 0.54 0 17 E Exterior Frame-Wood BA 2 30 9 0 8 0 72.0 ft2 0 0.23 0.54 0 18 N Exterior Frame -Wood Guest Suite 30 14 0 8 0 112.0 ft2 0 0.23 0.54 0 19 W Exterior Frame-Wood Guest Suite 30 11 0 8 0 88.0 ft2 0 0.23 0.54 0 20 E Exterior Frame-Wood Office 2 30 11 0 8 0 88.0 ft2 0 0.23 0.54 0 21 S Exterior Frame-Wood Office 2 30 19 0 8 0 152.0 ft2 0 0.23 0.54 0 22 W Exterior Frame-Wood Office 2 30 14 0 8 0 112.0 ft' 0 0.23 0.54 0 23 N Exterior Frame -Wood Loft/hall 30 11 0 8 0 88.0 ft2 0 0.23 0.54 0 24 N Exterior Frame-Wood Guest BR 30 12 0 8 0 96.0 ft2 0 0.23 0.54 0 25 E Exterior Frame-Wood Guest BR 30 14 0 8 0 112.0 ft2 0 0.23 0.54 0 26 W Exterior Frame-Wood Guest BR 30 2 0 8 0 16.0 ft2 0 0.23 0.54 0 27 N Exterior Frame-Wood BR 30 11 0 8 0 88.0 ft2 0 0.23 0.54 0 28 W Exterior Frame-Wood BR 30 8 0 8 0 64.0 ft2 0 0.23 0.54 0 _29 E Exterior Frame-Wood BA 3 30 6 0 8 0 48.0 ft2 0 0.23 0.54 0 30 E Exterior Frame-Wood BA 4 30 8 0 10 0 80.0 ft2 0 0.23 0.54 0 31 E Exterior Frame-Wood BR 2 30 12 0 8 0 96.0 ft2 0 0.23 0.54 0 32 S Exterior Frame-Wood BR 2 30 18 0 8 0 144.0 ft2 0 0.23 0.54 0 33 S Exterior Frame-Wood Master WIC 30 16 0 8 0 128.0 ft2 0 0.23 0.54 0 34 W Exterior Frame -Wood Master WIC 30 12 0 8 0 96.0 ft2 0 0.23 0.54 0 35 N Exterior Frame-Wood Master BA 30 12 0 8 0 96.0 ft2 0 0.23 0.54 0 36 N Exterior Frame -Wood Master BR 30 15 0 8 0 120.0 ft2 0 0.23 0.54 0 _37 S Exterior Frame-Wood Master BR 30 27 0 8 0 216.0 ft2 0 0.23 0.54 0 38 W Exterior Frame-Wood Master BR 30 18 0 8 0 144.0 ft2 0 0.23 0.54 0 11/7/2019 11:36 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 7 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT DOORS V # Ornt Door Type Space Storms U-ValueWidth Height Area Ft In Ft In 1 E Insulated Office 2 None .39 3 6 10 20.5 ft' WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang �/ # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.32 0.24 N 13.7 ft' 7 ft 0 in 0 ft 6 in None None 2 N 1 Vinyl Low-E Double Yes 0.34 0.21 N 15.0 ft' 7 ft 0 in 0 ft 6 in None None _ 3 N 1 Vinyl Low-E Double Yes 0.3 0.19 N 19.3 ft2 7 ft 0 in 0 ft 6 in None None 4 S 3 Vinyl Low-E Double Yes 0.34 0.21 N 16.0 ft' 3 ft 0 in 0 ft 6 in None None 5 S 3 Vinyl Low-E Double Yes 0.34 0.21 N 60.0 ft' 3 ft 0 in 0 ft 6 in None None 6 S 3 Vinyl Low-E Double Yes 0.3 0.19 N 13.7 ft' 3 ft 0 in 0 ft 6 in None None 7 W 4 Vinyl Low-E Double Yes 0.34 0.21 N 15.0 ft' 4 ft 0 in 0 ft 6 in None None 8 W 4 Vinyl Low-E Double Yes 0.3 0.19 N 41.0 ft' 4 ft 0 in 0 ft 6 in None None 9 N 5 Vinyl Low-E Double Yes 0.34 0.21 N 15.0 ft2 2 ft 0 in 0 ft 6 in None None 10 E 6 Vinyl Low-E Double Yes 0.34 0.21 N 15.0 ft' 2 ft 0 in 0 ft 6 in None None 11 E 8 Vinyl Low-E Double Yes 0.34 0.21 N 5.7 ft' 2 ft 0 in 0 ft 6 in None None 12 N 9 Vinyl Low-E Double Yes 0.34 0.21 N 30.0 ft' 2 ft 0 in 0 ft 6 in None None 13 S 10 Vinyl Low-E Double Yes 0.34 0.21 N 30.0 ft2 7 ft 0 in 0 ft 6 in None None 14 W 11 Vinyl Low-E Double Yes 0.34 0.21 N 30.0 ft' 2 ft 0 in 0 ft 6 in None None 15 N 18 Vinyl Low-E Double Yes 0.34 0.21 N 32.5 ft' 2 ft 0 in 0 ft 6 in None None 16 E 20 Vinyl Low-E Double Yes 0.35 0.25 N 41.0 ft' 2 ft 0 in 0 ft 6 in None None 17 N 24 Vinyl Low-E Double Yes 0.34 0.21 N 14.4 ft' 2 ft 0 in 0 ft 6 in None None 18 E 25 Vinyl Low-E Double Yes 0.34 0.21 N 14.4 ft' 2 ft 0 in 0 ft 6 in None None 19 N 27 Vinyl Low-E Double Yes 0.34 0.21 N 14.4 ft' 2 ft 0 in 0 ft 6 in None None 20 E 29 Vinyl Low-E Double Yes 0.34 0.21 N 5.6 ft' 2 ft 0 in 0 ft 6 in None None 21 E 30 Vinyl Low-E Double Yes 0.34 0.21 N 5.6 ft2 2 ft 0 in 0 ft 6 in None None 22 E 31 Vinyl Low-E Double Yes 0.34 0.21 N 14.4 ft' 2 ft 0 in 0 ft 6 in None None 23 S 32 Vinyl Low-E Double Yes 0.34 0.21 N 14.4 ft2 2 ft 0 in 0 ft 6 in None None 24 S 33 Vinyl Low-E Double Yes 0.34 0.21 N 14.4 ft' 2 ft 0 in 0 ft 6 in None None 25 W 34 Vinyl Low-E Double Yes 0.34 0.21 N 14.4 ft' 2 ft 0 in 0 ft 6 in None None 26 N 35 Vinyl Low-E Double Yes 0.34 0.21 N 14.4 ft' 2 ft 0 in 0 ft 6 in None None 27 N 36 Vinyl Low-E Double Yes 0.34 0.21 N 28.8 ft' 2 ft 0 in 0 ft 6 in None None 28 S 37 Vinyl Low-E Double Yes 0.34 0.21 N 43.2 ft' 2 ft 0 in 0 ft 6 in None None 29 W 38 Vinyl Low-E Double Yes 0.34 0.21 N 29.0 ft' 2 ft 0 in 0 ft 6 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 627 ft' 627 ft' 64 ft 8 ft 1 11/7/2019 11:36 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 7 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000364 4067.9 223.32 419.99 .1822 7 HEATING SYSTEM ✓ # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 28.4 kBtu/hr 2 sys#1 2 Electric Heat Pump/ Split HSPF:8.5 12 kBtu/hr 1 sys#2 3 Electric Heat Pump/ Split HSPF:8.5 28.4 kBtu/hr 3 sys#3 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 28.4 kBtu/hr cfm 0.75 2 sys#1 2 Central Unit/ Split SEER: 15 12 kBtu/hr cfm 0.7 1 sys#2 3 Central Unit/ Split SEER: 15 28.4 kBtu/hr cfm 0.7 3 sys#3 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 40 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM V 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 6 374 ft2 Attic 93 ft2 Default Leakage Attic (Default) (Default) 1 1 2 Attic 6 95 ft2 Attic 23 ft2 Default Leakage Attic (Default) (Default) 2 2 3 Attic 6 342 ft2 Attic 85 ft2 Default Leakage Garage (Default) (Default) 3 3 11/7/2019 11:36 AM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 6 of 7 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar A r Ma X Jun X Jul X Au X Se Oct Nov Dec HeatinX Jan ) Feb [X�Mar [ Apr f May Jun Jul AuSeOct 'X Nov ;X Dec VentingJan Feb X Mar [X Apr [ May [ Jun [ Jul [ Aug [ Sep 'X Oct X 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 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 Ibs/sq.ft. 0 ft' 0 ft 0.3 Kit Liv Din Default(8 lbs/sq.ft. ft2 ft 0.3 Office Default(8 lbs/sq.ft. ft2 ft 0.3 BA Default(8 lbs/sq.ft. ft2 ft 0.3 Playroom Default(8 lbs/sq.ft. ft2 ft 0.3 Storage Default(8 Ibs/sq.ft. ft' ft 0.3 Pwdr Default(8 lbs/sq.ft. ft2 ft 0.3 WIC Default(8 Ibs/sq.ft. ft2 ft 0.3 BA 2 Default(8 Ibs/sq.ft. ft2 ft 0.3 Guest Suite Default(8 lbs/sq.ft. ft2 ft 0.3 Office 2 Default(8 lbs/sq.ft. ft' ft 0.3 Loft/hall Default(8 lbs/sq.ft. ft2 ft 0.3 Guest BR Default(8 lbs/sq.ft. ft2 ft 0.3 BR Default(8 lbs/sq.ft. ft2 ft 0.3 BA 3 Default(8 lbs/sq.ft. ft2 ft 0.3 BA 4 Default(8 lbs/sq.ft. ft2 ft 0.3 BR 2 Default(8 lbs/sq.ft. ft2 ft 0.3 Master WIC Default(8 Ibs/sq.ft. ft2 ft 0.3 Master BA Default(8 Ibs/sq.ft. ft2 ft 0.3 Master BR Default(8 lbs/sq.ft. ft2 ft 0.3 Laundry 11/7/2019 11:36 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 7 of 7 '2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 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 varies 3. No. of units (if multiple-family) 3. 1 4. Number of bedrooms 4. 5 13. Cooling system: Capacity 68.8 a)Split system SEER 15.0 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. 4263 d) Room unit/PTAC EER e)Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.335 b)Solar Heat Gain Coefficient(SHGC) 7b. 0.211 14. Heating system: Capacity 68.8 c)Area 7c. 620.2 a) Split system heat pump HSPF 8.5 b)Single package heat pump HSPF 8. Skylights c) Electric resistance COP 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. varies 15. Water heating system c)Concrete, raised (R-value) 9c. a) Electric resistance EF 0.92 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. 30.0 e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. 4.1 f)Heat recovery unit HeatRec% B. Adjacent: g)Other 1. Wood frame(Insulation R-value) 10B1. 2. Masonry(Insulation R-value) 10B2. 16. HVAC 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 f)Programmable thermostat Yes *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 installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. C_ Builder Signature: Date: ///7 Address of New Home: Hale-320 5th St City/FL Zip: Atlantic Beach, FL 32233 11/7/2019 11:36:38 AM EnergyGauge®USA 6.0.03(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: Hale-320 5th St Permit Number: Atlantic Beach , FL ,32233 MANDATORY REQUIREMENTS See individual code sections for full details. V SECTION R401 GENERAL aR401.3 Energy Performance Level(EPL)display card(Mandatory)The building official shall require that an energy performance level(EPL)display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law(Section 553.9085, Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. 0 R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal enveldie building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. ❑ R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations, renovations,or repairs.of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air,backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems, if installed at the time of the test,shall be turned off. 6. Supply and return registers,if installed at the time of the test,shall be fully open. ElR402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and fisted for the fireplace. Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. ElR402.4.3 Fenestration air leakageWindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 11/7/2019 11:36 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) 0 R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. ElR403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. ElR403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i), Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. D R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test. Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa)across the system,including the man air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa)across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. El R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or below 55°F(13°C)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight, moisture, equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. O R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. O R403.6.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. D R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 11/7/2019 11:36 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) • R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Yz inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). ❑ R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. ❑ R403.6.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table 0404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. CIR403.6.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ▪ R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential,or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy.When installed to function as a whole-house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). O R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 cfm =28.3 L/min. a. When tested in accordance with HVI Standard 916 11.7/2019 11:36 AM EnergyGaugee USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) ▪ R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating-test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer, in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. Q R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1 R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1 A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2 A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ▪ R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). ▪ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. El R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season, is from site-recovered energy,such as from a heat pump or solar energy source, covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal Elefficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 11/7/2019 11:36 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 • 0 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2. Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. DR403.11 Portable spas(Mandatory51e energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS El R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 11/7/2019 11:36 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 • 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Hale-320 5th St Builder Name: RJ Atlantic Builders, Inc Street: Hale-320 5th St Permit Office: '6eekepmte Beach City, State,Zip: Atlantic Beach , FL,32233 Permit Number: Owner: Jurisdiction: 261400 Design Location: FL,Jacksonville 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 or 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 Ceiling/attic insulation and anygaps in the air barrier shall be sealed. 9 P shall be aligned with the air barrier. Access openings,drop down 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 top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per Knee walls shall be sealed. inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs 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 insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) 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. Batts 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 spat-s. 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 air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind ninina and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls 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 between fire sprinkler cover plates and walls or ceilinas a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 11/7/2019 11:36 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261400 Permit#: Job Information Builder: RJ Atlantic Builders, Inc Community: Lot: NA Address: Hale - 320 5th St City: Atlantic Beach State: FL Zip: 32233 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 Pascals)in Climate Zones 1 and 2. Q PERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50)value,as shown on Form R405-2017(Performance)or R406-2017(ERI),section labeled as infiltration,sub-section ACH50. ACH(50)specified on Form R405-2017-Energy Calc(Performance)or R406-2017(ERI): 7.000 x 60 T 34868 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PASS •Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test,shall be turned off. 6. Supply and return registers,if installed at the time of the test,shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 11/7/2019 11:37:22 AM EnergyGauge®USA 6.0.03(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 • • Manual S Compliance Report Job: Hale-3205th St pDate: Sep 16,2019 E-CaICS Plus, inc. First Floor AH By: E-Calcs Plus,Inc. E-Calcs Plus, Inc. 9250 Corkscrew Rd.Suite 8 Estero.FL 33928 Phone 239 8106106 Email eric@ecalcsplus.corn Web•www.ecalcsplus.com License:HERS Rater ID 0757810 Project Information For: Hale -320 5th St, RJ Atlantic Builders, Inc 320 5th St, Atlantic Beach, FL 32233 Cooling Equipment • Design Conditions Outdoor design DB: 92.8°F Sensible gain: 21380 Btuh Entering coil DB: 77.0°F Outdoor design WB: 77.3°F Latent gain: 3186 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 24566 Btuh Indoor RH: 50% Estimated airflow: 947 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC530A00300+FX4DNF031 L Actual airflow: 947 cfm Sensible capacity: 22975 Btuh 107% of load Latent capacity: 4290 Btuh 135% of load Total capacity: 27265 Btuh 111% of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 31.8°F Heat loss: 31364 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC530A00300+FX4DNF031 L Actual airflow: 947 cfm Output capacity: 22905 Btuh 73% of load Capacity balance: 35 °F Supplemental heat required: 8460 Btuh Economic balance: -43 °F Backup equipment type: Elec strip Manufacturer: Carrier Model. Actual airflow: 947 cfm Output capacity: 5.0 kW 54% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. * Wr 1t soft- 2019-Nov-07 11:31:56 ...,. -_w Right-Suite®U niversal 2019 19.0.09 RSU27537 Page 1 AL;IOW ..-2451 S 3rd StWale-320 5th St 11.7.2019.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: Hale-3205th St E-CaICs Date: Sep 16,2019 114 Pius, Inc. Guest House AH By: E Calcs Plus,Inc. E-Calcs Plus, Inc. 9250 Corkscrew Rd,Suite 8.Estero FL 33928 Phone:239.810.6106 Email:eric@ecalcsplus,corn Web:www.ecalcsplus.com License:HERS Rater ID 0757810 Project Information - For: Hale -320 5th St, RJ Atlantic Builders, Inc 320 5th St, Atlantic Beach, FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.8°F Sensible gain: 7794 Btuh Entering coil DB: 76,4°F Outdoor design WB: 77.3°F Latent gain: 1245 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 9039 Btuh Indoor RH: 50% Estimated airflow: 400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: 12,000 BTUH Ducted Model: TBD+TBD Actual airflow: 400 cfm Sensible capacity: 8651 Btuh 111% of load Latent capacity: 1606 Btuh 129% of load Total capacity: 10257 Btuh 113% of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 31.8°F Heat loss: 7274 Btuh Entering coil DB: 68.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: 12,000 BTUH Ducted Model: TBD+TBD Actual airflow: 400 cfm Output capacity: 12000 Btuh 165% of load Capacity balance: 21 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements of ACCA Manual S. 2019-Nov-07 11:31:56 wriyhtsoft' Rig ht-Suite®Universal 2019 19.0.09 RSU27537 Page 2 -2451 S 3rd StW ale-320 5th St 11.7.2019.rup Calc=MJ8 Front Door faces: N • Manual S Compliance Report Job: Hale-320 5th St ("-<;1-n) E-CalcS Date: Sep 16,2019 Plus, Inc. Second Floor AH By: E Gales Plus,inc. E-Calcs Plus, Inc. 9250 Corkscrew Rd Suite 8,Estero,FL.33928 Phone:239 810 6106 Email:eric@ecalcsplus.corn Web www ecalcsplus corn License HERS Rater ID 0757810 Project Information For: Hale -320 5th St, RJ Atlantic Builders, Inc 320 5th St, Atlantic Beach, FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.8°F Sensible gain: 20361 Btuh Entering coil DB: 76.9°F Outdoor design WB: 77.3°F Latent gain: 3979 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 24340 Btuh Indoor RH: 50% Estimated airflow: 947 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC530A00300+FX4DNF031L Actual airflow: 947 cfm Sensible capacity: 22565 Btuh 111% of load Latent capacity: 4650 Btuh 117% of load Total capacity: 27215 Btuh 112% of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 31.8°F Heat loss: 18922 Btuh Entering coil DB: 68.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC530A00300+FX4DNF031 L Actual airflow: 947 cfm Output capacity: 22897 Btuh 121%of load Capacity balance: 23 °F Supplemental heat required: 0 Btuh Economic balance: -43 °F Backup equipment type: Elec strip Manufacturer: Carrier Model: Actual airflow: 947 cfm Output capacity: 5.0 kW 90% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wrightsoft 2019-Nov-0711:3156 "1 Right-Suite®U niv ersal 2019 19 0 09 RSU27537 Page 3 2451 S 3rd StWale-320 5th St 11.7.2019 rup Calc=MJ8 Front Door faces: N • Project Summary Job: Hale•320 5th St c(no E-CaICs Summary Date: Sep 16,2019 Entire House By: E-Calcs Plus,Inc. Plus, Inc, E-Calcs Plus, Inc. 9250 Corkscrew Rd,Suite 8,Estero,FL 33928 Phone.239 810 6106 Email enc@ecalcsplus.corn Web www ecalcsplus corn License.HERS Rater ID 0757810 Pro'ect Information For: Hale-320 5th St, RJ Atlantic Builders, Inc 320 5th St, Atlantic Beach, FL 32233 Notes: Desi• n Information Weather: Jacksonville, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 52 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 43004 Btuh Structure 35711 Btuh Ducts 14557 Btuh Ducts 13323 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 57561 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 49033 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4156 Btuh Ducts 4254 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft2) 4065 4065 Equipment latent load 8410 Btuh Volume (ft') 33284 33284 Air changes/hour 0.28 0.15 Equipment Total Load (Sen+Lat) 57444 Btuh Equiv. AVF (cfm) 155 83 Req. total capacity at 0.70 SHR 5.8 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 411- wrightsoft 2019-Nov-07 11:31 56 Right-Suite®Universal 2019 19.0 09 RSU27537 Page 1 ..4(7.--:{:1-0..',. ...-2451 S 3rd St\Hale-320 5th St 11.7.2019 rup Calc=MJ8 Front Door faces: N Project SummaryJob: Hale-3206th St E-Calcs � Date: Sep 16,20119 (-1 :11ten First Floor A H By: E-Calcs Plus,Inc. Plus, Inc. E-Calcs Plus, Inc. 9250 Corkscrew Rd,Suite 8 Estero.FL 33928 Phone 239.810 6106 Email enc@ecalcsplus.com Web www.ecalcsplus.com License:HERS Rater ID 0757810 Pro'ect Information For: Hale -320 5th St, RJ Atlantic Builders, Inc 320 5th St, Atlantic Beach, FL 32233 Notes: Desi• n Information Weather: Jacksonville, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24887 Btuh Structure 15398 Btuh Ducts 6478 Btuh Ducts 5982 Btuh Central vent (0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31364 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 21380 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1288 Btuh Ducts 1897 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1876 1876 Equipment latent load 3186 Btuh Volume (ft3) 15612 15612 Air changes/hour 0.26 0.14 Equipment Total Load (Sen+Lat) 24566 Btuh Equiv. AVF(cfm) 68 36 Req. total capacity at 0.75 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model 25HBC530A00300 Cond 25HBC530A00300 AHRI ref 9154945 Coil FX4DNF031L AHRI ref 9154945 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 21300 Btuh Heating output 28200 Btuh @ 47°F Latent cooling 7100 Btuh Temperature rise 27 °F Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cfm Air flow factor 0.030 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point=35°F Backup: Carrier Input = 5 kW, Output= 17061 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w r igh is o ft 2019-Nov-07 1131:56 Right-Suite®U niv ersal 2019 19.0.09 RSU27537 Paget Attk ...-2451 S 3rd StWale-320 5th St 11.7.2019.rup Calc=MJ8 Front Door faces: N Project SummaryJob: Hale-3205th St Date: Sep 16,2019 ‘4'°:'\111.* E-Calcs Guest House AH By: E.Calcs Plus,Inc. Plus, Inc. E-Calcs Plus, Inc. 9250 Corkscrew Rd.Suite 8,Estero,FL 33928 Phone.239.810 6106 Email-eric@ecalcsplus.com Web.www.ecalcsplus.com License HERS Rater ID 0757810 Pro'ect Information For: Hale -320 5th St, RJ Atlantic Builders, Inc 320 5th St, Atlantic Beach, FL 32233 Notes: Desi• n Information Weather: Jacksonville, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 5389 Btuh Structure 6041 Btuh Ducts 1885 Btuh Ducts 1752 Btuh Central vent (0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 7274 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 7794 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 703 Btuh Ducts 543 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 475 475 Equipment latent load 1245 Btuh Volume (f3) 3800 3800 Air changes/hour 0.42 0.22 Equipment Total Load (Sen+Lat) 9039 Btuh Equiv. AVF(cfm) 26 14 Req. total capacity at 0.70 SHR 0.9 ton Heating Equipment Summary Cooling Equipment Summary Make 12,000 BTUH Ducted Mini Split Make 12,000 BTUH Ducted Mini Split Trade Heat Pump Trade Heat Pump Model TBD Cond TBD AHRI ref Coil TBD AHRI ref Efficiency 8.5 HSPF Efficiency 12.8 EER, 15 SEER Heating input Sensible cooling 8400 Btuh Heating output 12000 Btuh©47°F Latent cooling 3600 Btuh Temperature rise 27 °F Total cooling 12000 Btuh Actual air flow 400 cfm Actual air flow 400 cfm Air flow factor 0.055 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point=21 °F Backup: Carrier Input = 5 kW, Output= 17061 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft 2019-Nov-071131.56 Right-Suite®Universal 2019 19.0.09 RSU27537 Pa e3 ACC ...-2451 S 3rd Stale-320 5th St 11 7 2019 rup Calc=MJ8 Front Door faces. N g Project Summa Job: Hale-3205th St �-CdICs � � Date: Sep 16,20119 Second Floor A H By: E-Calcs Plus,Inc. '� _ Plus, Inc. E-Calcs Plus, Inc. 9250 Corkscrew Rd.Suite 8 Estero,FL 33928 Phone:239 810.6106 Email:eric@ecalcsplus corn Web:www.ecalcsplus.cor License:HERS Rater ID 0757810 Pro'ect Information For: Hale -320 5th St, RJ Atlantic Builders, Inc 320 5th St, Atlantic Beach, FL 32233 Notes: Desi• n Information Weather: Jacksonville, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 52 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12728 Btuh Structure 14636 Btuh Ducts 6194 Btuh Ducts 5725 Btuh Central vent (0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18922 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 20361 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2165 Btuh Ducts 1814 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1714 1714 Equipment latent load 3979 Btuh Volume (ft3) 13872 13872 Air changes/hour 0.26 0.14 Equipment Total Load (Sen+Lat) 24340 Btuh Equiv. AVF(cfm) 61 33 Req. total capacity at 0.70 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model 25HBC530A00300 Cond 25HBC530A00300 AHRI ref 9154945 Coil FX4DNF031L AHRI ref 9154945 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 19880 Btuh Heating output 28200 Btuh @ 47°F Latent cooling 8520 Btuh Temperature rise 27 °F Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cfm Air flow factor 0.050 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point=23°F Backup: Carrier Input= 5 kW, Output = 17061 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 'l - wrJoh tsoft 2019-Nov-07 11:31:56 Right-Suite®Universal 2019 19.0 09 RSU27537 Page 4 AC-7...4-64, 2451 S 3rd StV-tale-320 5th St 11.7.2019.rup Calc=MJ8 Front Door faces: N Load Short Form Job: Hale-320 5th St (4\IL(14. • E-Calcs Date: Sep 16,2019 Plus, Inc. Entire House By: E-Calcs Plus,Inc. E-Calcs Plus, Inc. 9250 Corkscrew Rd,Suite 8.Estero,FL 33928 Phone.239.810 6106 Email eric@ecalcsptus corn Web www.ecalcsplus.corn License.HERS Rater ID 0757810 Project Information For: Hale-320 5th St, RJ Atlantic Builders, Inc 320 5th St, Atlantic Beach, FL 32233 Design Information Htg Clg Infiltration Outside db(°F) 32 93 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 38 18 Fireplaces 0 Daily range - M Inside humidity (%) 50 50 Moisture difference (gr/Ib) 34 52 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) First Floor AH d 1876 31364 21380 947 947 Guest House AH d 475 7274 7794 400 400 Second Floor AH d 1714 18922 20361 947 947 Entire House d 4065 57561 49033 2293 2293 Other equip loads 0 0 Equip. © 1.00 RSM 49033 Latent cooling 8410 TOTALS 4065 I 57561 57444 I 2293 2293 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsoft 2019-Nov-0711 31 56 •�1. Right-Suite®Universal 2019 19 0.09 RSU27537 Page 1 ...-2451 S 3rd St'Hale-320 5th St 11.7.2019 rup Calc=MJ8 Front Door faces: N Load Short Form Job: Hale-320 5th St �-CaICS Date: Sep 16,2019 Plus, Inc. First Floor AH By: E talcs Plus,Inc. (1114.<1 E-Calcs Plus, Inc. 9250 Corkscrew Rd.Suite 8,Estero,FL 33928 Phone.239.810.6106 Email:eric@ecalcsplus.com Web.www ecalcsplus.cor License.HERS Rater ID 0757810 Project Information For: Hale -320 5th St, RJ Atlantic Builders, Inc 320 5th St, Atlantic Beach, FL 32233 Design Information Htg Clg Infiltration Outside db(°F) 32 93 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 38 18 Fireplaces 0 Daily range - M Inside humidity (%) 50 50 Moisture difference (gr/lb) 34 52 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model 25HBC530A00300 Cond 25HBC530A00300 AHRI ref 9154945 Coil FX4DNF031L AHRI ref 9154945 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 21300 Btuh Heating output 28200 Btuh @ 47°F Latent cooling 7100 Btuh Temperature rise 27 °F Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cfm Air flow factor 0.030 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point= 35°F Backup: Carrier Input = 5 kW, Output= 17061 Btuh, 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Kit Liv Din 1296 15699 11635 474 515 Office 144 3837 2583 116 114 BA 64 1146 435 35 19 Playroom 288 7685 5766 232 255 Storage 60 2415 790 73 35 Pwdr 24 582 170 18 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41e- wrightsoft. 2019-Nov-0711.3156 Rig ht-Suite®Universa1201919.009 RSU27537 Paget AZIk _-2451 S 3rd StV-tale-320 5th St 11.7.2019 rup Calc=MJ8 Front Door faces N First Floor AH d 1876 31364 21380 947 947 Other equip loads 0 0 Equip. @ 1.00 RSM 21380 Latent cooling 3186 TOTALS 1876 I 31364 24566 947 947 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4- wriyhtoolt' 2019-Nov-0711:31:56 __ Rig ht-Su ite®Universa1201919.009 RSU27537 Page 3 AM .-2451 S 3rd Stale-320 5th St 11.7.2019.rup Calc=MJ8 Front Door faces: N Load Short Form Job: Hale-320 6th St 4#1*\<1 E-Calcs Date: Sep 16,2019 ALPlus, Inc Guest House AH By: E-Calcs Plus,Inc. E-Calcs Plus, Inc. 9250 Corkscrew Rd Suite 8,Estero FL 33928 Phone 239 810 6106 Email eric©ecalcsplus.com Web www ecalcsplus corn License HERS Rater ID 0757810 Project Information For Hale -320 5th St, RJ Atlantic Builders, Inc 320 5th St, Atlantic Beach, FL 32233 Design Information Htg Clg Infiltration Outside db(°F) 32 93 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 38 18 Fireplaces 0 Daily range - M Inside humidity (%) 50 50 Moisture difference (gr/lb) 34 52 HEATING EQUIPMENT COOLING EQUIPMENT Make 12,000 BTUH Ducted Mini Split Make 12,000 BTUH Ducted Mini Split Trade Heat Pump Trade Heat Pump Model TBD Cond TBD AHRI ref Coil TBD AHRI ref Efficiency 8.5 HSPF Efficiency 12.8 EER, 15 SEER Heating input Sensible cooling 8400 Btuh Heating output 12000 Btuh @ 47°F Latent cooling 3600 Btuh Temperature rise 27 °F Total cooling 12000 Btuh Actual air flow 400 cfm Actual air flow 400 cfm Air flow factor 0.055 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point=21 °F Backup: Carrier Input= 5 kW, Output = 17061 Btuh, 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) WIC 25 609 338 33 17 BA 2 45 604 362 33 19 Guest Suite 166 2199 2380 121 122 Office 2 239 3863 4713 212 242 Guest House AH d 475 7274 7794 400 400 Other equip loads 0 0 Equip. © 1.00 RSM 7794 Latent cooling 1245 TOTALS I 475 7274 I 9039 I 400 400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2019-Nov-07 11:31 56 Wrt Right-Suite®Universal 2019 19.0.09 RSU27537 Page BICC _-2451 S 3rd Stale-320 5th St 11.7 2019 rup Calc=MJ8 Front Door faces: N • Load Short Form Job: Hale-320 5th St 4 E-C81C5 Date: Sep 16,2019 -- Plus, Inc. Second Floor AH By: E talcs Plus,Inc. E-Calcs Plus, Inc. 9250 Corkscrew Rd,Suite 8,Estero FL 33928 Phone:239.810.6106 Email enc@ecalcsplus.com Web www ecalcsplus.com License:HERS Rater ID 0757810 Project Information For: Hale -320 5th St, RJ Atlantic Builders, Inc 320 5th St, Atlantic Beach, FL 32233 Design Information Htg Clg Infiltration Outside db(°F) 32 93 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 38 18 Fireplaces 0 Daily range - M Inside humidity (%) 50 50 Moisture difference (gr/lb) 34 52 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model 25HBC530A00300 Cond 25HBC530A00300 AHRI ref 9154945 Coil FX4DNF031L AHRI ref 9154945 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 19880 Btuh Heating output 28200 Btuh©47°F Latent cooling 8520 Btuh Temperature rise 27 °F Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cfm Air flow factor 0.050 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity ba lance point=23°F Backup: Carrier Input = 5 kW, Output = 17061 Btuh, 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) • Loft/hall 310 1224 2058 61 96 Guest BR 176 2409 2765 121 129 BR 154 1625 2059 81 96 BA 3 48 527 418 26 19 BA 4 80 825 609 41 28 BR 2 210 2591 2902 ' 130 135 Master WIC 186 2427 2014 121 94 Master BA 168 1230 899 62 42 Master BR 354 6013 5894 301 274 Laundry 28 51 743 3 35 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W�'ipfltsoft 2019-Nov-0711:3156 � w Rig ht-Suite®U niversal 2019 19.0.09 RSU27537 Page ACC*. _-2451 S 3rd St\Hale-320 5th St 11.7.2019.rup Calc=MJ8 Front Door faces: N • Second Floor AH d 1714 18922 20361 947 947 Other equip loads 0 0 Equip. © 1.00 RSM 20361 Latent cooling 3979 TOTALS I 1714 18922 I 24340 947 947 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. we ightDaf• 2019-Nov-07 11'31 56 Right-Suite®Universal 2019 19.0.09 RSU27537 Page 6 A ...-2451 S 3rd StU-lale-320 5th St 11.7.2019.rup Calc=MJ8 Front Door faces: N • Buildin Analysis Job: Hale-320 5th St E-Calcs(71/\11 9Date: Sep 16,2019 Plus. Ing. Entire House By: E-Calcs Plus,Inc. E-Calcs Plus, Inc. 9250 Corkscrew Rd,Suite 8,Estero,FL 33928 Phone.239 810 6106 Email eric@ecalcsplus.com Web vww.ecalcsplus.corn License.HERS Rater ID 0757810 Pro'ect Information For: Hale -320 5th St, RJ Atlantic Builders, Inc 320 5th St, Atlantic Beach, FL 32233 Desi• n Conditions Location: Indoor: Heating Cooling Jacksonville, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 33.8 52.3 Dry bulb(°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Simplified Wet bulb(°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Heatin• Component Btuh/ft2 Btuh % of load Walls 4.3 15123 26.3 Glazing 12.8 7936 13.8 vviI arts Doors 14.9 304 0.5 Ceilings 1.2 3028 5.3 Floors 4.1 10093 17.5 Infiltration 1.6 6520 11.3 Ducts 14557 25.3 PipingIllr 0 0 Irfiltraicn Humidification 0 0 cirg Ventilation 0 0 Adjustments 0 Total 57561 100.0 Boas Coolin• Component Btu h/ft2 Btuh - % of load Walls 2.5 8639 17.6 Vel Glazing 14.0 8671 17.7 hard airs Doors 11.8 240 0.5 Ceilings 1.7 4253 8.7 Floors 0.1 250 0.5 Infiltration 0.4 ' 1627 3.3 Ducts 13323 27.2 Gairg -, • Ventilation 0 0 -11.i- Internal gains 12030 24.5 lit Blower 0 0 Oka Adjustments 0 Cali Total 49033 100.0 millirAcn Latent Cooling Load = 8410 Btuh Overall U-value =0.107 Btuh/ft2-°F Data entries checked. -+- wrightsoft 2019-Nov-0711.31.56 . Rig ht-Su ilea U niv ersal 2019 19.0.09 RSU 2 7537 Page 1 ACC _•2451 S 3rd Stale-320 5th St 11 7.2019 rup Calc=MJ8 Front Door faces: N Building Y Anal sis Job: Hale-3205th St c E-Gales Date: Sep 16,2019 First Floor AH By: E-Gales Plus,Inc. Plus Ine. E-Calcs Plus, Inc. 9250 Corkscrew Rd,Suite 8,Estero,FL 33928 Phone:239 810 6106 Email:eric@ecalcsplus com Web.www.ecalcsplus.corn License:HERS Rater ID 0757810 Pro'ect Information For: Hale-320 5th St, RJ Atlantic Builders, Inc 320 5th St, Atlantic Beach, FL 32233 Desi• n Conditions Location: Indoor: Heating Cooling Jacksonville, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 33.8 52.3 Dry bul b(°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Simplified Wet bulb(°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Heatin• Component Btu hift2 Btuh % of load Walls 5.5 8118 25.9 Glazing 12.6 4018 12.8 WI ;Dds Doors 0 0 0 Rz '; £ Ceilings 1.2 352 1.1 "a Floors 5.1 9556 30.5 A Infiltration 1.6 2842 9.1 ..,';.--.,.,',.:,,,,i% —_Irfiltralicn Ducts 6478 20.7 I Piping 0 0 Humidification 0 0 Qaang :,.: Ventilation 0 0 Adjustments 0 aha Total 31364 100.0 Rom Coolin• Component Btuh/ft2 Btuh % of load Walls 2.7 4027 18.8 VAI Glazing 13.4 4267 20.0 Doors 0 0 0 kind Gars Ceilings 1.7 494 2.3 Floors 0 0 0 Infiltration 0.4 709 3.3 Ducts 5982 28.0 Ventilation 0 0 Gazing Internal gains 5900 27.6 Blower 0 0 Adjustments 0 Clirfcti ads Total 21380 100.0 Latent Cooling Load = 3186 Btuh Overall U-value =0.145 Btuh/ft2-°F Data entries checked. w rtot-trsoft• 2019-Nov-07 1131:56 Right-Suite®Universal 2019 19 0.09 RSU27537 Page 2 4.-.Ct' -2451 S 3rd St\Hale-320 5th St 11.7.2019 rup Calc=MJ8 Front Door faces: N Building Analysis Job: Hale-3205th St E-Calcs Date: Sep 16,2019 14 Plus, Inc. Guest House A H By: E-Calcs Plus,Inc. E-Calcs Plus, Inc. 9250 Corkscrew Rd,Suite 8,Estero,FL 33928 Phone:239.810.6106 Email:eric(gecalcsplus.com Web www.ecalcsplus corn License:HERS Rater ID 0757810 Pro'ect Information For: Hale -320 5th St, RJ Atlantic Builders, Inc 320 5th St, Atlantic Beach, FL 32233 Desi• n Conditions Location: Indoor: Heating Cooling Jacksonville, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 33.8 52.3 Dry bulb(°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Simplified Wet bulb(°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Heatin• Component Btu h/ft2 Btuh % of load Walls 3.5 2122 29.2 Glazing 13.2 966 13.3 ads Doors 14.9 304 4.2 wil Ceilings 1.2 581 8.0 Floors 0.6 308 4.2 Infiltration 1.6 1108 15.2 Ducts 1885 25.9 Piping 0 0 Humidification 0 0 Ufiltlaticn Ventilation 0 0 Gne Adjustments 0 Ams Total 7274 100.0 °0015 celings Coolin• Component Btu hit? Btuh % of load , Walls 2.3 1397 17.9 Glazing 19.7 1439 18.5 VAI Irk airs Doors 11.8 240 3.1 Ceilings 1.7 815 10.5 Floors 0.3 144 1.8 Infiltration 0.4 277 3.6 ., Ducts 1752 22.5 �r4- •4'.6)-;,- Ventilation > , Ventilation 0 0 r. $'; �" Internal gains 1730 22.2 Blower 0 0 g'v--f,3' arts Adjustments 0 Icas Total 7794 100.0 Ceil'rgsl ai ate- Latent Cooling Load = 1245 Btuh Overall U-value =0.077 Btuh/ft2-°F Data entries checked. w riyh tsaft 2019-Nov-07 11:31 56 Rig ht-Suite®Universal 2019 19.0.09 RSU27537 Page 3 2451 S 3rd St\Hale-320 5th St 11.7.2019 rup Calc=MJ8 Front Door faces. N BuildingAnalysis Job: Hale-3205th St E-�dICSFloor Date: Sep 16,2019 „ILPlus, Inc. Second Fl o o r A H By: E-Calcs Plus,Inc. E-Calcs Plus, Inc. 9250 Corkscrew Rd,Suite 8,Estero,FL 33928 Phone:239 810 6106 Email eric@ecalcsplus.com Web.www ecalcsplus corn License HERS Rater ID 0757810 Pro'ect Information For: Hale -320 5th St, RJ Atlantic Builders, Inc 320 5th St, Atlantic Beach, FL 32233 Desi• n Conditions Location: Indoor: Heating Cooling Jacksonville, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 33.8 52.3 Dry bul b(°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Simplified Wet bulb(°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Heatin• Component Btu h/ft2 Btuh % of load Walls 3.5 4883 25.8 Glazing 13.0 2951 15.61 i__ Doors 0 0 0 acts Ceilings 1.2 2095 11.1 • Floors 1.8 229 1.2 Infiltration 1.6 2569 13.6 Ducts 6194 32,7 Piping 0 0 Humidification 0 0 oaarg • Ventilation 0 0 Adjustments 0 Irfiltr ai • Total 18922 100.0 03ilirgs Ow Coolin• Component Btuh/ft2 Btuh % of load Walls 2.3 3215 15.8 Glazing 14.7 3330 16.4 hard airs Doors 0 0 0 Ceilings 1.7 2943 14.5 Floors 0.8 107 0.5 Infiltration 0.4 641 3.2 Gazi8------ Ducts 5725 28.1 • Ventilation 0 0 ,A , i:, Internal gains 4400 21.6 ,a Blower 0 0 a'! c' L1r1 Adjustments 0 ailirgs Total 20361 100.0 Irm Latent Cooling Load = 3979 Btuh Overall U-value =0.077 Btuh/ft2-°F Data entries checked. 444. wr kjhtsaft 2019-Nov-07 11:31:56 Right-Suite®Universal 2019 19 0 09 RSU27537 Page 4 -2451 S 3rd StW ale-320 5th St 11.7 2019.rup Calc=MJ8 Front Door faces. N t'iC First Floor N St;rn,-e Kit Liv Din 1 Playroom L � — Office � z i Job #: Hale - 320 5th St E-Calcs Plus, Inc. Scale: 1 : 122 Performed by E-Calcs Plus, Inc. for: Page 1 Hale-3205th St 9250 Corkscrew Rd,Suite 8 Right-Suite®Universal 2019 320 5th St Estero,FL 33928 19.0.09 RSU27537 Atlantic Beach FL 32233 Phone:239.810.6106 2019-Nov-07 11:32:25 www.ecalcsplus.com erictecalcsplus.com ...\Hale-320 5th St 11.7.2019.rup '1nirN_ Second Floor BR 2 Master WIC - BA 4 Left/hall Master BR La,indr: BA 3 Master BA BR Guest BR � r r r 0 Office 2 ti:,2 est S,iite VIC Job #: Hale - 320 5th St Scale: 1 : 122 Performed by E-Calcs Plus, Inc. for: E-Calcs Plus, Inc. Page 2 Hale-320 5th St 320 5th St 9250 Corkscrew Rd,Suite 8 Right Suited Universal 2019 Atlantic Beach.FL 32233 Estero,FL 33928 19.0.09 RSU27537 Phone:239.810.6106 2019-Nov-07 11:32:25 www.ecalcsplus.com eric@ecalcsplus.com ...\Hale-320 5th St 11.7.2019.rup GENERAL NOTES ALL -THREAD NOTES EPDXY NOTES 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS, 1. ALL -THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT 4'0.C. IN ALL BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER SECOND LEVEL FRAMING PLAN APA AND ASCE7-10. FRAMING DETAILS WALLS, UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY COLLAR TIE 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. aU GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED ADDITION IN COMPLIANCE WITH SECTION 301.1.2 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE 10 FT 11 FT COMPONENT AND CLADDING OF THE EXISTING BUILDING CODE. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 12 FT a� EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT ROOF: ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: 3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF 20.0 PSF J AUTHORITIES HAVING JURISDICTION OVER THE WORK. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING INTERIOR ZONES, A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS U - CONSTRUCTION. AREA, SF B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN m F- Q CEILING: C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. 5. D. PLACE ALL OTHER RODS. LIVE LOAD: 0.0 PSF DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. N rn 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 16 16 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE -32.0 SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH -26.6 16 TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT LIVE LOAD -STORAGE: UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE ....60.0.0 c SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS 16 12 DIAMETER OF THE STEEL MEMBER BEING INSTALLED. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. 22.9 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS ( ;. WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR 16 16 LAITANCE, DUST, DIRT, AND OIL. 22.9 ELECTRICAL WORK. 7. 6" - TYPICAL WALLS, MONOLITHIC FOOTING FLOOR: 16 16 16 16 1 7" - EXTERIOR WALLS, STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS LIVE LOAD: 8" - MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 21.6 AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING 21.6 -24.0 YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS DEAD LOAD: NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO 100-200 TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES -24.4 20.8 DO THE WORK. NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WIND LOADS: SHEATHING NOTES CONCRETE NOTES 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW FOR WALL SHEATHING: 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" 1. FOR STUCCO AND STONE: MIN 32" OSB OR PLYWOOD, SPAN RATING REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL 8d = 0.131" x 2-1/2" ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6' OF DOUBLE STUD GROUP. 32/16, INSTALLED VERTICALLY, OR MIN OSB OR PLYWOOD, SPAN RATING 32/16, CONCRETE". 10d = 0.148" x 3" ENCLOSED BUILDING: 16" INSTALLED HORIZONTALLY, TO 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, 16d = 0.162" x 3-1/2" ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM 2. FOR ALL OTHER VENEER: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y2' INCHES FOR FOUNDATIONS, AND Y4' FOR ALL SLABS AND SHALL OF THE ROD WITH A 3" SQ WASHER AND NUT. VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 9. CONFORM TO ASTM C33. 12" O -C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL FOOTING DETAILS SHEET. EDGES). 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. CONVENTIONAL FRAMING NOTES 3. FOR CURVED WALLS: TWO (2) LAYERS OF -4' PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON EDGE AND 12' O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" 4. 4" 3000PS1 CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYPI MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT. TERMITE TREATED SOIL. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR ROOF SHEATHING: 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY 1. FOR SHINGLE AND METAL ROOF: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANTS. PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. FIELD - 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE -NAILS. 2. FOR TILE ROOF: MIN �" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL CONCRETE FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO THE 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD CONDITIONS, BLOCK PANELS AT 12" O.C. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR F;- FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER MECHANICAL TRADES BEFORE CONCRETE IS PLACED. AND (5) 8d NAILS INTO THE SLEEPER. FOR FLOOR DECKING: 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS 7- FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. 1. MIN 4" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. GREATER. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) 8dX1-1/2" NAILS. MINIMUM 4" THICKNESS. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM, FOR PORCH CEILING SHEATHING: 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; (11) INTO STUD BELOW. 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH e 1. MIN 3" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD. 10.3. 11/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. MASONRY NOTES 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT INTERSECTION OF SLEEPER AND EXISTING FRAMING. 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING THE ENGINEER OF RECORD. CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE. 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL ROOF RAFTER EXCEED SIX (6) COURSES IN HEIGHT. 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N -II 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE RIDGE BEAM FILLED. 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL FRAMING NOTES CONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT - - - - - - - - - - - CEILING JOIST SHALL CONFORM TO A 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE, BRITTLE FINISH FLEXIBLE FINISH FOUNDATION PLAN AND DETAILS WALL HEIGHT (U360) RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. BEARING SECOND LEVEL FRAMING PLAN S3.01 FRAMING DETAILS N N -- - - -- COLLAR TIE 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. aU w CONDITION' STUD SIZE AND GRADE 8 FT LOAD TABLE 10 FT 11 FT COMPONENT AND CLADDING 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED 10 FT 11 FT 12 FT a� EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT ROOF: 12 DESIGN PRESSURES Q APPARENT. LIVE LOAD: 20.0 PSF J 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. DEAD LOAD: 7.0 PSF EFFECTIVE END ZONES, PSF INTERIOR ZONES, a •0 U - AREA, SF u) __6 PSF m F- Q CEILING: m U) m o Q 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. LIVE LOAD: 0.0 PSF 12 N rn 16 16 16 12 O 2X6 SPF STUD GRD OR NO.2 0-20 24.4 -32.0 24.4 -26.6 16 16 LIVE LOAD -STORAGE: 30.0 PSF O ....60.0.0 c 2X4 SPF STUD 16 12 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. DEAD LOAD: 5.0 PSF 20-50 22.9 0 ;70= STORY 2X4 NO.2 SPF 16 12 ( ;. .0 16 16 -28.8 22.9 -25.3 7. DIMENSION LUMBER FLOOR: 16 16 16 16 1 16 16 16 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS LIVE LOAD: 40.0 PSF 50-100 21.6 -27.2 21.6 -24.0 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. DEAD LOAD: 10.0 PSF 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON DECK LIVE LOAD: 50.0 PSF 100-200 20.8 -24.4 20.8 -22.9 STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. WIND LOADS: WIND SPEED: 130 MPH 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: EXPOSURE: C IMPORTANCE: 1.0 8d = 0.131" x 2-1/2" BUILDING CATEGORY: II 10d = 0.148" x 3" ENCLOSED BUILDING: 12d = 0.148" x 3-1/4" INTERIOR PRESSURE 16d = 0.162" x 3-1/2" COEFFICIENT: 0.18 ROOF PITCH: MATCH EXISTING 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. EXTERIOR WALL STUD SPACING S0.01 BRITTLE FINISH FLEXIBLE FINISH FOUNDATION PLAN AND DETAILS WALL HEIGHT (U360) WALL HEIGHT (U120) BEARING SECOND LEVEL FRAMING PLAN S3.01 FRAMING DETAILS N N U W Lu M aU w CONDITION' STUD SIZE AND GRADE 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT a� 2X4 SPF STUD 16 12 r: Q 16 16 CD J cq UM ONE N ~ N LL = M a •0 U - c u) __6 w m F- Q m U) m o Q STORY 2X4 NO.2 SPF 16 12 N rn 16 16 16 12 O 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 16 16 16 O ....60.0.0 c 2X4 SPF STUD 16 12 = �u 16 12TWO _ • -C7 5 0 ;70= STORY 2X4 NO.2 SPF 16 12 ( ;. .0 16 16 12 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 1 16 16 16 16 16 NOTES 1. ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER WITH 12d COMMONS AT 8" O.C. 2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX. STM C91. THICKNESS OF MORTAR SHALL NOT EXCEED 5/". FULL BEAD AND HEAD JOINTS SHALL BE USED. 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. Pc OF GROUT SHALL BE 3000 PSI MIN. THE MAXIMUM AGGREGATE SIZE SHALL BE 8" GRADED TO PRODUCE FINE GROUT IN CONFORMANCE WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE REINFORCING IN CELLS. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE IS COMPLETE. 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM A82, SPACED AT 16" O.C. VERTICAL MAX. 8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. 10. CASTCRETE PRECAST LINTELS TO BE USED OVER ALL OPENINGS, UNO. SEE PLAN FOR SIZE AND REINFORCEMENT. SHEET INDEX S0.01 COVER PAGE/GENERAL NOTES S1.01 FOUNDATION PLAN AND DETAILS S2.01 FIRST LEVEL FRAMING PLAN S2.02 SECOND LEVEL FRAMING PLAN S3.01 FRAMING DETAILS a OFFICE COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AIvD CONDITIC %"S REVIEWED BY:DATE:_Ja-l�-a_o�y' 0 a a m "' 'w M N > o w T o> � z a z E 0 0 a O u) W o a) W (A W W CD ~ a Z Of 9W > W OZ UW CD U U c co w Z - rn N N U W Lu M aU w z cn a c Z (/) W poo Q Lu U) U J �U- a� W m Q 1 Lo CD J cq UM U N ~ N LL = M a •0 U - c u) __6 w m F- Q m U) m o Q < �- M ; cD N rn � o N O ao (D0 N 3 LL � � � C7 20C7 a ai o � U Q O (A W W CD ~ a Z Of 9W > W OZ UW CD U co C14 c co w - rn c Lu aU z cn a c poo u- a� L Lo CD cq UM m '� •0 U - c u) __6 m m m U) m o Q < �- M ; cD N U) 0 -,T Cs Y N O v v cu 0 M N` WAYNF ....60.0.0 c ; 4C� .• I cq.' . = �u _ • -C7 5 0 ;70= _•* • - _ 0 ATE O .0 ' OR '�N�� ••0000.. G ,C 9Wptl% DOUBLE RAFT AND CEILING JOI FOR TRAY SUPPI DOUBLE RAFTI AND CEILING JOI FOR TRAY SUPP( SECOND LEVEL WALL PLAN 1/4" = 1'-0" REMOVE EXISTING 2ND FLOOR WALL TOP PLATE. INSTALL NEW STUDS ADJACENT TO EXISTING STUDS. FASTEN TOGETHER WITH 16d NAILS s (2) 2X6 2:1 I i i 1 ! EZ S3.01 SIM. I 1 i OFFICE i 1 S3.01 3 (2) 2X6 2:1 ' I BALCONY S3.01 TYP. I I S3.01� I DOM .. BATH (2) 2X612:1 M 4 _.<1 I GUEST SUITE f r... I I + W.I.C. I i f `-' FASTEN 2ND FLOOR STUDS TO GARAGE HEADER BELOW WITH MSTA36 -- - ---- REMOVE EXISTING 2ND FLOOR WALL TOP PLATE. INSTALL NEW STUDS ADJACENT TO EXISTING STUDS. FASTEN TOGETHER WITH 16d NAILS GARAGE SECOND LEVEL WALL PLAN Ir ---------- II IL ---------- II 11 II 1/4 = -I -V ARAGE SECOND LEVEL ROOF PLAN v4 = I -V FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS (2).M.2:11 x612:1 NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. PORCH/GLULAM BEAM GRADE, SYP INTERIOR BEARING WALL No.2 1 -STORY THREADED ROD S3.01 -----------I 16" INDICATES GLAZING CLASSIFIED AS END ZONE. 2x4 EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF --------------------------------------- STRUCTURE WILL BE CLASSIFIED AS INTERIOR I , 1 ZONE. SEE "COMPONENT AND CLADDING DESIGN 17'-8" PRESSURES," ON COVER SHEET. 16'-11" I. --- ----------- ------------ " I I INTERMEDIATE CRIPPLES REQUIRED. HEADER TO CRIPPLES WITH E - — — — — — — — — — I I I I 1 1 I MSR MACHINE STRESS RATED LUMBER. d 1 1 II 1 I I II I 1 1 , ORIENTED STRAND BOARD. SIM SIMILAR. SPF SPRUCE PINE FIR. SPH STRUCTURAL PANEL HEADER. 1 1 I 1 TYP TYPICAL. UNO UNLESS NOTED OTHERWISE. 1 I � OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF OVERIFY STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO •• '9 STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING .•' F! WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST OPLACE 1 t NAILS IN ALL HOLES. 4� 2x NO.2 SYP LEDGER. MATCH JOIST SIZE PER PLAN. OC• FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD 14/ i I I -----------vtc—= — ----- — — —O — — — - ODFASTEN WITH 10d NAILS AT 3" O.C. SHEATHING NOTES FOR PORCH CEILING SHEATHING OSEE E SPECIFICATIONS. ----------'co )(Z------------- A z ,. I f I I I f^. \�.- "J 4- - - - - - --J I r I�i--- c �Q ■ ` LJ ■ I I I 1 I 1 -------Vv -----------�'-.------ i I I 14 L_- I 1 , ri I 1 1 I I 1 =----- -- ----- ---------- 1 1 I I I I 1 E I t E I 1 1 I __--_ --_ — ' _---_ ------_---t 4- --a� --+ 1 1 I i I -------- -- - I I I - --_-_--- ------1L - Ir -T1------ I I I I 1 I I i I I li II ! ■ 1 1 i t E ------ -- ---- I I I I ~ - 1 ----- I --------=------------------� 1 1 I ARAGE SECOND LEVEL ROOF PLAN v4 = I -V FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS (2).M.2:11 x612:1 NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. CONVENTIONAL FRAMING - CEILING PORCH/GLULAM BEAM GRADE, SYP INTERIOR BEARING WALL No.2 1 -STORY THREADED ROD 16" 2 -STORY THREADED ROD 16" INDICATES GLAZING CLASSIFIED AS END ZONE. 2x4 EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF 9'-10" STRUCTURE WILL BE CLASSIFIED AS INTERIOR 9'-3" ZONE. SEE "COMPONENT AND CLADDING DESIGN 17'-8" PRESSURES," ON COVER SHEET. 16'-11" 13'-11" ABBREVIATIONS: 23"-4" ICR INTERMEDIATE CRIPPLES REQUIRED. HEADER TO CRIPPLES WITH 17'-7" SDWC15600 SCREWS. LVL 1.75" WIDE 2.0E EVEREDGE ENGINEERED LUMBER. MIR MIRROR. MSR MACHINE STRESS RATED LUMBER. O.C. ON CENTER. OSB ORIENTED STRAND BOARD. SIM SIMILAR. SPF SPRUCE PINE FIR. SPH STRUCTURAL PANEL HEADER. SYP SOUTHERN YELLOW PINE. TYP TYPICAL. UNO UNLESS NOTED OTHERWISE. CANT CANTILEVER OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF OVERIFY STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO •• '9 STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING .•' F! WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST OPLACE WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. 2x NO.2 SYP LEDGER. MATCH JOIST SIZE PER PLAN. OC• FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD SCREWS AT 16" O.C. LAST STUD OF PROPOSED WALL TO EXISTING FRAMING ODFASTEN WITH 10d NAILS AT 3" O.C. SHEATHING NOTES FOR PORCH CEILING SHEATHING OSEE E SPECIFICATIONS. CONVENTIONAL FRAMING - CEILING 10 PSF LIVE LOAD, 5 PSF DEAD LOAD 1.00 DURATION FACTOR GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x4 11'-3" 9'-10" 10'-9" 9'-3" 2x6 17'-8" 15'-6" 16'-11" 13'-11" 2x8 23"-4" 20'-5" 20'4" 17'-7" 2x10 26'-0" 23'-11" 25-7" 20'-11" CONVENTIONAL FRAMING - ROOF 20 PSF LIVE LOAD, 10 PSF DEAD LOAD 1.25 DURATION FACTOR GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x6 14'-1" 12'-3" 13'-5" 11'-0" 2x8 18'-6" 16-2" 17'-1" 13'-11" 2x10 23"-2" 18'-11" 20'4" 16'-6" 2x12 26-0" 22'-6" 23'-10" 19'-6" d C7 m co w M N i O w o z H z (D z' 0 a 0 U W o U) N w O � o z 0 F0 w Z Z W Q J W a. Z z 0 2 UQ W 0� U) / LL V W MLO CO U M C Z cy' N U Z Q J � W w U 2 U Q Q W J u- L.L m U N c� z W LQ I— N � J 'p� u - c (Q �� Z W Q J W a. Z z 0 2 UQ W 0� U) / LL V a0N MLO CO o N C Lu 3� W c U L C7 �� n N CA 4 U Q p Z W Q J W a. Z z 0 2 UQ W 0� U) / LL V a0N MLO CO C Lu N � � O U li U- L) O U) U Cj N � J 'p� u - c (Q �� x a� m m CV u) 00 0 Q 0*) I O '2. •C CC) N U) y O Y N O Cf) O) ` NE •• '9 .•' F! _ (D No. 28 �0 - • E OF • P •• 'SN CJt�.�FREY I it1pp 7il I%\ Sheet No. OFFICE COPY" I S2.02 AT ROOF AT FLOOR AT FOUNDATION SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. (2) 2x NO. 2 SYP TOP PLATE Y8' ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. k ALTERNATE HURRICANE TIE -DOWNS" TOP PLATE TO STUD: SDWC15600 AT 32" O.C. STUD TO BOTTOM PLATE: SDWC15450 AT 32" O.C. STUDS TO BEAM OR STUDS BELOW WITH MSTA48 AT 32" O.C. 2X STUDS. SEE STUD TABLE FOR SIZE AND SPACING. 2X No.2 SYP BOTTOM PLATE FASTENED TO RIM BOARD WITH 10d NAILS AT 12" O.C. EXISTING FLOOR JOISTS TO REMAIN. 2X STUDS. SEE STUD TABLE FOR SIZE AND SPACING. 2X NO. 2 SYP PT BOTTOM PLATE. SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. TYPICAL WALL SECTION 1/2" = 1'-0" 1. SEE SHEATHING NOTES FOR ROOF, WALL AND FLO SHEATHING SPECIFICATIONS. 2. TOP PLATES FASTENED WITH (2) ROWS 10d AT 16" O. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. 3. APPLY 1/2" ANCHOR BOLTS OR TITEN ANCHORS AT EACH SIDE OF BOTTOM PLATE SPLICES. 2'-0" RAFTER OR C. ROOF SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. (2) 2X NO. 2 PLATE. SEE WALL SECTIONS. 5 OUTLOOKER DETAIL n D 0 L _ e D EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. TOP PLATE TO GARAGE HEADER CONNECTION: SIMPSON SPH AT 24" O.C. WITH (12) 10dX1-1/2" COMMONS. TOP PLATE TO KING STUD CONNECTION: (2) SIMPSON SPH WITH (12) 10dX1-1/2" COMMONS AT EACH END OF HEADER. GARAGE DOOR HEADER. SEE FRAMING PLANS FOR SIZE AND PLIES. CRIPPLES TO HEADER WITH MSTA24 WITH 10d NAILS IN ALL HOLES. FASTEN ADJACENT STUDS W/ (2) ROWS 10d COMMON NAILS @ 8" O.C., STAGGERED. FASTEN 7/16" OSB TO EXTERIOR OF RETURNS & ABOVE DOOR W/ 8d @ 3" O.C. ON EDGE, 12" O.C. IN FIELD. LTTI31 FOR GARAGE HEADER CRIPPLES. ALL HOLES FILLED WITH 10d NAILS. GARAGE SLAB 2 TYPICAL GARAGE OPENING DETAIL 3/4" = 1'-0" WALL FRAMING. SEE 1/S3.01 FOR DETAILS.. 6 S E C�, TION AT TRAY 3/4 V -0i 2'-0" RAFTER EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. HEADERS OVER 6'-0" LONG: INSTALL SPH AT 24" O.C. FROM TOP PLATE TO HEADER. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. FLOOR TRUSS SYSTEM BY OTHERS_ 3 TYPICAL HEADER FRAMING DETAIL 3/4" = T-0" NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. DOUBLE 2X NO.2 SYP ROOF RAFTERS. SEE TABLE FOR SIZE AND SPACING. SEE CONVENTIONAL FRAMING NOTES FOR FASTENING. DOUBLE 2X NO.2 SYP CEILING JOISTS AT TRAY HEIGHT. SEE TABLE FOR SIZE AND SPACING. SEE CONVENTIONAL FRAMING NOTES FOR FASTENING. 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. ROOF RAFTERS. SEE PLAN (2) 2x4 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. KNEE WALL: 2X4 STUDS AT 16" O.C. FASTEN TO TOP PLATE WITH (2) 10d TOE -NAILS. FASTEN STUDS TO BEAM WITH H3. 2X NO.2 SYP VAULTED CEILING JOISTS. SEE TABLE FOR SIZE AND SPACING. SEE CONVENTIONAL FRAMING NOTES FOR FASTENING. PORCH BEAM. SEE PLAN FOR SIZE AND PLIES. 7 SE'=CTION AT TRAY 2ND FLOOR WALL FRAMING. SEE 1/S3.01. EXISTING WALL FRAMING I EXISTING FLOOR TRUSSES ��_ �— SECOND FLOOR STUD TO BEAM: Irk MSTA24 AT 32" O.C. WITH (26) 10d NAILS. I Ilii NEW 14" LVL. SEE PLAN 9 SECTION ON BEAM 3/4 = 11-01, EXISTING ROOF RAFTERS TO BE CUT AND REMOVED BELOW CEILING JOIST. $ SECTION AT ROOF 4 WALL FILL DETAIL 3/4 - 11-01, EXISTING TOP PLATE AND WALL FRAMING. EXISTING HEADER FILL OPENINGS WITH 2X4 NO.2 SPF STUDS AT 16" O.C. FASTEN TO HEADER/FRAMING ABOVE AND BOTTOM PLATE BELOW WITH (4) 10d TOE -NAILS. WHERE DOORS/WINDOWS EXIST, USE 2X4 BUCK. FASTEN EACH END WITH (4) 10d TOE -NAILS. 2X4 PT NO.2 SYP BOTTOM PLATE. FASTEN TO FLOOR FILL WITH (2) NEW EXISTING FLOOR SYSTEM NEW 2X NO.2 SYP ROOF RAFTERS. SEE TABLE FOR SIZE. MATCH EXISTING RAFTERS SPACING. SEE CONVENTIONAL FRAMING NOTES FOR FASTENING. \; EXISTING RIDGE BEAM TO REMAIN. EXISTING ROOF RAFTERS TO REMAIN. EXISTING ROOF RAFTERS. TOP OF RAFTER ABOVE CEILING JOIST TO REMAIN. FASTEN TO CEILING JOIST \ WITH (4) 16d NAILS. NEW CEILING JOISTS. SEE TABLE FOR SIZE. MATCH EXISTING RAFTERS SPACING. SEE CONVENTIONAL FRAMING NOTES FOR FASTENING. OFFICE' to w M N > O w O o� 0 z F - z w m 2 .0 2 z O O U o a O 11 � 0 U w w D o cn U) rn N w o z O Fn > 6 w z of Q W V Z 75 N< cl. U. U00 W C rn U a D M c z N I- <C J W W ry wLL W U m N M v Q Q W J LL u- m N L.L = N M _U ~ Q W I— 0 Q LO U N LL= 1� a) M N Q W V Z 75 N< cl. U. U00 N C rn rl- a D o N c a_ U 3w m "� O o� a C7 ai o 0 U Q p Q W V Z 75 N< cl. U. U00 N C M C(O rl- c a_ U 0 m m c `o `o 0 U "- LL. U 0 LO U N L a) M N «- J 0 � w c U) a m o Q u) •� CR U N 0 O Y N O U d' CO rn \``111iii110 �✓� % ri = - 0 : .593 = _ STAT Sheet No. S3.01 FORM BOARD/STEMWALL ELEVATION CERTIFICATE DATE PERMIT NUMBER 02/12/2020 RES 19-0331 PROPERTY INFORMATION ADDRESS 354 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 LEGAL DESCRIPTION LOT 264, SALTAIR SECTION 2; PB 10, PG 15 - RE#170428-0020 ELEVATIONS REQUIRED FINISHED FLOOR ELEVATION ON CITY APPROVED SITE PLAN & DATUM 10.5 NAVD 1988 ACTUAL ELEVATION OF FORM BOARD, STEMWALL OR GRADE STAKE & DATUM 10.46 NAVD 1988 SURVEY COMPANY CONTACT & SIGNATURE BOATWRIGHT LAND SURVEYORS, INC - LB 3672 1500 ROBERTS DRIVE, JACKSONVILLE BE NFL 32250 PHONE: 904-241-8550 \\ SIGNATURE OF SURVEYOR: DONN W BOATWRIGHT, PSM - LS 3295 SCANNED Date: 2//q/1-0 s VR 4 • 8UG BLAST P.O. Box 50367 • Jacksonville Beach, FL 32240 (904) 242-BUGS TREAT. �RpN CRT 'CATIO ?.1V' Street Address: City: County: dc, General Contractor/Builder: Area Treated: Date: Time: Name of Applicator: Active Ingredient: r4/2 c! Product Used:Active Ingredient%Concentration: Number of gallons used: Method of termite treatment: The building has received a complete treatment for the prevention of subterranean termites.Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. This form is proof of complete treatment for Certificate of Occupancy or Closing. THIS IS PROOF OF WARRANTY Warranty and Treatment Certifications Have Been Issued. Authorized Signature: Date: