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1018 Main St RESA21-0012 Addition, RemodelOWNER:ADDRESS:CITY:STATE:ZIP: BISHOP JOHN HENRY 1018 MAIN ST ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: OSBORN BUILDERS LLC 2157 POINCIANA RD NEPTUNE BEACH FL 32266 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170996 0200 ATLANTIC BEACH SEC H JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1018 MAIN ST RESIDENTIAL ADDITION SINGLE OR TWO FAMILY RESIDENTIAL ADDITION ADDITION AND REMODEL $88000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 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. 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. 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. 1 of 2Issued Date: 10/27/2021 PERMIT NUMBER RESA21-0012 ISSUED: 10/27/2021 EXPIRES: 4/25/2022 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING PERMIT 455-0000-322-1000 0 $432.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $216.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $11.60 STATE DCA SURCHARGE 455-0000-208-0600 0 $7.73 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $992.33 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 6 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL Notes: Water retention must be 2 feet or more from back property line; 5 feet or more from side property line; 10 feet from house. 2 of 2Issued Date: 10/27/2021 PERMIT NUMBER RESA21-0012 ISSUED: 10/27/2021 EXPIRES: 4/25/2022 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $992.33 RESA21-0012 Address: 1018 MAIN ST APN: 170996 0200 $992.33 BLDG SUBSEQUENT PLAN REVIEW FEES $125.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING $432.00 BUILDING PERMIT 455-0000-322-1000 0 $432.00 BUILDING PLAN REVIEW $216.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $216.00 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $19.33 STATE DBPR SURCHARGE 455-0000-208-0700 0 $11.60 STATE DCA SURCHARGE 455-0000-208-0600 0 $7.73 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R17837 $992.33 Printed: Wednesday, October 27, 2021 11:34 AM Date Paid: Wednesday, October 27, 2021 Paid By: OSBORN BUILDERS LLC Pay Method: CREDIT CARD 537442202 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R17837 ~+; CENTRALSQUARE Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION RESA21-0012 !)~~Vlr~. Building Permit Application .~ Updated 10/9/18 -g City of Atlantic Beach Building Department **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: /{2/ B /IIJIJ/N ~ Permit Number: ----------- Valuation of Work (Replacement Cost) $ f'i';dtl). ~ Heated/Cooled SF 1821/ RE# J7l,0~6f/6-e>urt:, Non-Heated/Cooled Z.¾ • • Class of Work: □New ~ddition □Alteration □Repair □Move □Demo □Pool □Window/Door Use of existing/proposed structure(s): □Commercial ~esidential • If an existing structure, is a fire sprinkler system installed?: □Yes ~No Florida Product Approval # __ ,Ftae/Y]~~---------------for multiple products use product approval form Property Owner Information ~i~;~l:f State Ft. E-Mail "lbMN SISHctO ~ c;,M.41 L.,c:.t>M OR Exempt o Expiration Date _______ _ Application is hereby made to obtain a permit to do the work and installations as i ndicated. 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 regulati ng 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 PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE R_E_c_o""?~&L.:lL,,Q,,.,"---7"iis,.~:::..,,...._,~-;,L-'---M-E_N_C_E_M_ENT ~eo,1ra,wJ ,--e-~v:f~---ROBERT ANDREW DUN ign §•: ·=•l MYCOMMJSSJON#HH024859 ~J; ... -i? EXPIRES:July28,2024 • · ,fi'ils'on HI!#¥ Public Undenmtm Signed and sworn to (or affirmed) bef~re me this Z"ftiday of Nt-b . .2021 , by Roberl-, A. C,vNN ,J?.t•:~~~J~ignatweef~ OUNN [./. f~·: \.\ MY COMMISSION# HH 024859 ~'.J;~;f EXPIRES: July 28, 2024 l4 Personally Known OR ~ .. ····~f.f.~ .. -· BondedThru Nota,yPubOc Underwrtlers [ I Produced Identification".. · -· Type of Identification: ____________ _ TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 {P) 904-247-5800 SITE INFORMATION FOR INTERNAL OFFICE USE ONLY PERMIT# ______ _ ADDRESS /t:J/6 /J1~Af ~ r?~fi61CJ/-fl_ _3_2,.2_3:S suBrnv1s1ON CY3 I , '? A-~c ~~ >Ee If BLOCK /"/1/ LOT b ('.t RESIDENTIAL APPLICANT INFORMATION NAME 1)~£} ~-c},$~~ BJ.,IJ~L-LC ADDRESS ::J // 8 P~//YC/.;9.(V..-9 ..<P 0 COMMERCIAL 0 OTHER PHONE# &"'t)'b/-£1-/'7~7 CELL# [~IJ)'iltLJ-/7n CITY 4".t!=P7V/YE. B69C#-STATE rt--ZIPCODE :3"~ EMAIL 'J;J4,,JL) ~~.&--'/l.P~£t1/J1 0 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. TIFY THAT ALL INFORMATION PROVIDED IS CORRECT: Signature of Property Owner(s) or Authorized Agent PR°INT OR TYPE NAME 6?-<ff2/ DATE SIGNATURE OF APPLICANT (2) PRINT OR TYPE NAME DATE on this 2 S ~ay of 30N f . ZQc\ by Ci State of...........,_[__,1--____ _ ~ County of J)VVf1 L Oath Sworn: ¥ Yes D No /~~~?4,;;., ROBERT ANDREW DUNN [.( A ·:·:•E MY COMMISSION# HH 02465~ ~~-~~.:-EXPIRES: July 28. 2024 ··-:'r.!~:f~!~--Bonde4 Tivu Nota,y Public~.,. ry Signature t-1. ommission expires :s:J ½ ~-. 2..Ctz;L) 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 l JNOverby, LLC Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jno@jnoverby.com FL. AR-0017060 FL. ID-4621 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF-SIZED. DATE ISSUED: MAY 3, 2021 PERMIT SET BI S H O P R E S I D E N C E 10 1 8 M A I N S T R E E T AT L A N T I C B E A C H , F L 3 2 2 3 3 A1 NEW FIRST FLOOR PLAN GENERAL NOTES: 1. ALL WORK TO BE DONE IN ACCORDANCE TO THE MOST RECENT EDITION OF FLORIDA BUILDING CODES AND ALL OTHER APPLICABLE NATIONAL, STATE AND LOCAL CODES AND ORDINANCES. 2. VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS IN FIELD PRIOR TO CONSTRUCTION. VERIFY LAYOUT WITH REFERENCE TO EXISTING CONDITIONS. ANY DISCREPANCIES SHALL BE COMMUNICATED IN WRITING TO THE ARCHITECT BEFORE CONSTRUCTION PROCEEDS. 3. IT IS THE BUILDER'S RESPONSIBILITY TO ASSURE THAT ALL WORK IS IN STRICT ACCORDANCE WITH THE LATEST EDITION OF ALL APPLICABLE CONSTRUCTION STANDARDS. 4. ALL DIMENSIONS ARE TO FACE OF DRYWALL OR CENTERLINE OF STRUCTURE UNLESS OTHERWISE NOTED. 5. FLOOR PENETRATIONS TO BE WATERPROOFED. 6. ALL INTERIOR WALLS TO BE WOOD STUDS UNLESS OTHERWISE NOTED. 7. WHERE G.C. IS TO PROVIDE TYPE 'X' GYP. BD. FOR A RATED ASSEMBLY, THE TYPE 'X' GYP. BD. IS REQUIRED TO GO BENEATH THE SHEATHING AND FINISHES. 8. INTERIOR DOORS ARE TO BE 5" OFF PERPENDICULAR WALLS UNLESS OTHERWISE NOTED. 9. IT IS THE BUILDER'S RESPONSIBILITY TO ASSURE THAT ALL MANUFACTURED ARTICLES, MATERIAL AND EQUIPMENT ARE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, ADJUSTED, OPERATED AND CONDITIONED AS DIRECTED BY THE MANUFACTURERS, UNLESS HEREIN SPECIFIED TO THE CONTRARY. BUILDER SHALL FOLLOW ALL INSTRUCTIONS TO SUSTAIN AND PRESERVE ALL EXPRESSED OR IMPLIED WARRANTIES AND GUARANTEES. 10. IT IS THE BUILDER'S RESPONSIBILITY TO CHECK ALL PLAN DIMENSIONS & DETAILS FOR OVERALL ACCURACY APPROPRIATE TO THE SITE & FINAL SELECTION OF MASONRY, FLOOR JOISTS, LUMBER, STRUCTURAL MEMBERS, VENEER, ROOFING, ETC. 11. SUBSTITUTES FOR SPECIFIC MATERIALS & MANUFACTURERS SHOWN ON THESE PLANS MAY BE OFFERED, BUT MUST BE APPROVED IN WRITING BY THE ARCHITECT AND OWNER PRIOR TO PROCURING OR INSTALLING. 12. RESPONSIBILITY OF THE GC INCLUDES, BUT IS NOT LIMITED TO, PROPER INSTALLATION OF MATERIALS, NAILING, GLUING, CAULKING, INSULATING, FLASHING, ROOFING, WEATHERPROOFING & ANY OTHER SMALL ITEMS OR DETAILS NOT NECESSARILY INDICATED ON THE PLANS. 13. THESE PLANS ARE NOT INTENDED TO BE COMPLETE IN ALL DETAILS OF WEATHERPROOFING. USE OF A VARIETY OF DIFFERENT MATERIALS CAN CHANGE DETAILS. ADDITIONALLY, VARYING CODES & REGULATIONS, FOUNDATION REQUIREMENTS, ELECTRICAL AND MECHANICAL PLANS CAN CHANGE THESE DETAILS. 14. FURNITURE TO BE COORDINATED, INSTALLED AND SCHEDULED BY G.C. AND THE OWNER 15. ALL KITCHEN APPLIANCES INSTALLED TO BE COORDINATED AND SCHEDULED BY G.C. 16. G.C. TO SCHEDULE & COORDINATE THE INSTALLATION OF OWNER PROVIDED ITEMS, INCLUDING, BUT NOT LIMITED TO, FURNITURE & AUDIO/VIDEO SYSTEMS. BUILDING CODE SUMMARY CODE ENFORCEMENT JURISDICTION: CITY OF ATLANTIC BEACH OCCUPANCY CLASSIFICATION: RESIDENTIAL (R-3) BUILDING CODE: CONSTRUCTION TYPE: TYPE V-B (WOOD FRAME) SPRINKLED: NO FIRE DISTRICT: NO WORK AREA- EXISTING A/C AREA:1338 S.F. NEW ADDITION 1ST FLOOR: 270 S.F. TOTAL NEW A/C AREA:1608 S.F. PROVIDE INSULATION PER CODE R-38 IN CEILING, R-13 IN WALLS ALTERATION LEVEL: 2 Florida Building Code 7th Edition (2020) Building Florida Building Code 7th Edition (2020) Residential Florida Building Code 7th Edition (2020) Plumbing National Electric Code 2014 - NFPA 70-2011 Florida Building Code 7th Edition (2020) Energy Conservation Florida Building Code 7th Edition (2020) Mechanical Florida Fire Prevention Code 7th Edition GENERAL DEMOLITION NOTES: 1. ALL DEMOLITION WORK TO BE PERFORMED UNDER G.C. CONTRACT. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS. 2. SURVEY EXISTING CONDITIONS OF THE BUILDING TO DETERMINE IF REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL DEFICIENCY TO ANY PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES. NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IN WRITING PRIOR TO COMMENCING ANY ADDITIONAL WORK FOR DIRECTION IF DEFICIENCIES ARE NOTED. 3. TURN OFF NECESSARY POWER AND UTILITIES PRIOR TO COMMENCING ANY DEMOLITION WORK. 4. ITEMS INDICATED TO BE REMOVED SHALL BE REMOVED AND LEGALLY DISPOSED OF IN ACCORDANCE WITH APPLICABLE CODES. 5. PROTECT EXISTING ITEMS TO REMAIN. THESE ITEMS TO BE COORDINATED WITH THE OWNER PRIOR TO ANY DEMO WORK. 6. DEMO AND REMOVE EXISTING INTERIOR DOOR / DOOR FRAME / DOOR SILL / CASING UNLESS OTHERWISE NOTED (U.O.N) ON PLAN. 7. CUT OPENINGS NEATLY AND HOLES PLUMB, SQUARE AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAINING OR ADJOINING CONSTRUCTION. 8. ANY FIRE EXTINGUISHERS TO BE REMOVED AND STORED FOR FUTURE USE. 9. AUTHORIZED CONSTRUCTION PERSONNEL ONLY WITHIN THE CONSTRUCTION AREA. 10. WORK TO BE DONE IN SUCH A MANNER AS TO HAVE MINIMUM DISRUPTION TO ONGOING CITY BUSINESS AND PARKING LOT. 11. CODES AND REGULATIONS: COMPLY WITH GOVERNING CODES AND REGULATIONS. 12. USE EXPERIENCED WORKERS. 13. OCCUPANCY: IMMEDIATE AREAS OF WORK MAY BE OCCUPIED DURING DEMOLITION BY THE HOME OWNERS. 14. DEMOLISH DESIGNATED IMPROVEMENTS AS NECESSARY TO IMPLEMENT RENOVATION PLAN. 15. IMPLEMENT POLLUTION CONTROL DURING BUILDING DEMOLITION. 16. HAZARDOUS MATERIALS: IF HAZARDOUS MATERIALS ARE NOTED THEY WILL BE REMOVED UNDER SEPARATE CONTRACT. NOTIFY OWNER IF HAZARDOUS MATERIAL IS DISCOVERED TO BE PRESENT. 17. DO NOT DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS INDICATED TO REMAIN. ITEMS OF SALVAGE VALUE, NOT SPECIFIED ITEMS TO BE RETURNED TO OWNER, SHALL BE REMOVED FROM STRUCTURE. STORAGE OR SALE OF ITEMS IS PROHIBITED. 18. UTILITIES: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF UTILITIES IN AREAS TO BE DEMOLISHED. 19. SHORING AND BRACING: PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING AND BRACING AS REQUIRED. 20. OCCUPIED SPACES: DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, DRIVES, PARKING SPACES OR OTHER OCCUPIED OR USED SPACES OR FACILITIES WITHOUT THE WRITTEN PERMISSION OF THE OWNER AND THE AUTHORITIES HAVING JURISDICTION. DO NOT INTERRUPT UTILITIES SERVING OCCUPIED OR USED FACILITIES WITHOUT THE WRITTEN PERMISSION OF THE OWNER AND AUTHORITIES HAVING JURISDICTION. IF NECESSARY, PROVIDE TEMPORARY UTILITIES. 21. RESTORATION: RESTORE FINISHES OF PATCHED AREAS. A A3 B A3 C A3 28'-0" NEW ADDITION TO ALIGN W/ EXISTING 10 ' - 0 " N E W A D D I T I O N 7' - 4 " R E C E S S E D B E A M SE E S T R U C T U R A L 1/4" = 1'-0" FIRST FLOOR PLAN 27'-0" NEW BEAM SEE STRUCTURAL 6'-0" 4'-0" 5'-2" 3' - 6 " 8' - 4 " I S L A N D 3' - 6 " EXTENDED FAMILY ROOM DW2' - 0 " 3' - 0 " 2' - 8 " 6' - 2 " 3' - 0 " 6' - 2 " REF 1'-6"3'-0"1'-6" REF OPTION 6/0 15'-0" 2'-6" 7'-0" MEDIA WAL 10'-0"6'-6"8'-6" 2'-0"4'-0" FAUX BEAM 6' - 0 " 14'-0" NEW CONCRETE PATIO KITCHEN PATIO REF REMOVE EXISTING PATIO SLAB REMOVE EXISTING DOOR REMOVE EXISTING WINDOWS 28'-0" REMOVE EXISTING EXTERIOR WALL - SEE STRUCTURAL REMOVE EXISTING KITCHEN RE M O V E E X I S T I N G W A L L 1/4" = 1'-0" DEMOLITION FLOOR PLAN 1/8" = 1'-0" ARCHITECTURAL SITE PLAN 28'-0" 10 ' - 0 " 9'-5"12'-7" 30 ' - 0 " 26 ' - 5 " 35 ' - 7 " EXISTING RESIDENCE TO REMAIN NEW ADDITION EXISTING DRIVEWAY TO REMAIN LOT CALCULATIONS: LOT SIZE - 5,100 S.F. EXISTING HOUSE -826 S.F. EXISTING DRIVE/WALK - 393 S.F. NEW ADDITION - 280 S.F. TOTAL NEW IMPERVIOUS = 1,499 S.F. 29% IMPERVIOUS ,----------1 ---------- ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' : : ' ' ' ' ' ' ' EB SCALE: ,----- ' ' ' ' ' ' ' ' : n 0 g f---n_/J 7 7 ' . I @@ ----------------- ~ □----- ___ L _______ _ ___ I -------================================ --------f----- L---= ----___ I ______ _ - -,,,----'k- - i------------------- ' -, ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' : : : : ' ' ' ' ' ' EB SCALE: ' ' 0 () CJ : : ' ' ' ' I ' ' ' ' ' ' ' ' ' ' - ' i L EB 7 J SCALE: ' . . . . . .' .~>lllE N. o~ ,;,-T · -l's,._ -•- AR0017060 JNOverby, LLC Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jno@jnoverby.com FL. AR-0017060 FL. ID-4621 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF-SIZED. DATE ISSUED: MAY 3, 2021 PERMIT SET BI S H O P R E S I D E N C E 10 1 8 M A I N S T R E E T AT L A N T I C B E A C H , F L 3 2 2 3 3 A2 ROOF PLAN AND ELECTRICAL LAYOUT PLAN ELECTRICAL LAYOUT PLAN NOTES: 1. VERIFY ALL EXISTING CONDITIONS. 2. COORDINATE LIGHT FIXTURE LOCATIONS CONTRACTOR ANY DISCREPANCIES SHALL BE COMMUNICATED TO THE ARCHITECT BEFORE CONSTRUCTION PROCEEDS FOR COORDINATION. 3. LIGHT FIXTURES SHALL BE LOCATED AS CLOSELY AS POSSIBLE TO LOCATIONS SHOWN ON THIS PLAN. 4. FIXTURES SHALL ALIGN WITH OR CENTER ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENTS. 5. COORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLS SO THAT THEY ALIGN WITH OR ARE SYMMETRICAL WITH EACH OTHER WHERE THERE MAY BE CONFLICTS. 6. GRILLS & REGISTERS SHALL BE BLOCKED AS REQUIRED SO THAT THEY CAN ALIGN WITH LIGHT FIXTURES. 7. LIGHT FIXTURE & SWITCH LOCATIONS SHALL BE REVIEWED & APPROVED BY OWNER OR DESIGNER BEFORE INSTALLATION OF SHEET ROCK OR OTHER WALL & CEILING FINISHES. 8. SWITCHES SHALL BE LOCATED ADJACENT TO, BUT NOT INTERSECTING DOOR CASING OR TRIM. 9. GROUPED SWITCHES SHALL BE GANGED TIGHT TOGETHER & SHALL BE COVERED WITH A SINGLE PLATE DESIGNED FOR THAT PURPOSE. 10. SWITCHES SHALL TYPICALLY BE MOUNTED 48" A.F.F. TO CENTER OF THE SWITCH. 11. SUPPORT ALL FIXTURES FROM STRUCTURE OF BUILDING. REFER TO STRUCTURAL SHEETS FOR SPECIFIC DETAILS AS REQUIRED FOR SPECIALTY FIXTURES. 12. VERIFY DEVICE & PLATE COLORS WITH OWNER OR DESIGNER. 13. VERIFY LIGHTING TYPE & SWITCHING. 14. FLUORESCENT LAMPS SHALL BE "WARM WHITE DELUXE" UNLESS OTHERWISE NOTED OR SPECIFIED ON THE SCHEDULE. 15. ALL LIGHT BULBS SHALL BE COMPACT FLUORESCENT OR LED BULBS UNLESS OTHERWISE NOTED. 16. COORDINATE THERMOSTAT AND DOORBELL LOCATIONS WITH OWNER. ROOF VENTS/PENETRATIONS: ALL RIDGE VENTS AND PENETRATIONS TO BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS- APPLY ROOFNG CEMENT OR SELF ADHERING FLASHING OVER VENT FLANGE AT THE HEAD INSTALL SHINGLE OVER THE VENT FLANGE HEAD ROOF PLAN NOTES: 1. DO NOT SCALE DRAWINGS. 2. IF DIMENSIONS ARE IN QUESTION, THE ROOFER SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION BEFORE CONTINUING WITH CONSTRUCTION 3. BUILDER SHALL VERIFY ALL DIMENSIONS & CONDITIONS AT JOBSITE. 4. SEE FLOOR PLAN FOR BUILDING DIMENSIONS. 5. ALL ROOFING AND ROOFING DETAILS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH INDUSTRY STANDARDS AND MANUFACTURER'S INSTRUCTIONS. 6. ROOFING SUBCONTRACTOR SHALL HAVE APPROPRIATE LICENSE(S) AS REQUIRED IN JURISDICTION OF CONSTRUCTION. 7. NO WORK SHALL CONFLICT WITH THE MANUFACTURER'S GUARANTEE OR WARRANTY. 8. WRITTEN WARRANTY SHALL BE PROVIDED TO OWNER AND INCLUDED IN THE CLOSE OUT DOCUMENTS PROVIDED BY GC. 9. PROVIDE FLASHING AS PER DETAILS OR AS PER SMACNA IF NO DETAILS ARE SHOWN WHERE ROOF PITCH CHANGES OR WHERE ROOFING INTERSECTS WITH VERTICAL SURFACES. 10. THE INSTALLATION SUBCONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL ROOFING WORK . 11. ALL EXHAUST FAN, VENT, FLUE & STACK OPENINGS ARE TO BE CUT & SEALED BY BUILDER. 12. ROOF VENT TERMINALS SHALL BE 12' AWAY FROM AND 2' ABOVE ANY AIR INTAKE, DOOR OR WINDOW, 18" AWAY FROM ANY VERTICAL WALL EXTENDING ABOVE ROOF VENT, AND NOT BELOW ANY ROOF EAVE, OR AS REQUIRED BY LOCAL CODES. TV ELECTRICAL LEGEND CABLE GFI RECEPTACLE EXTERIOR/GFI RECEPTACLE 3-WAY SWITCH SWITCH DUPLEX OUTLET NOTES: 1. TELEPHONE OUTLETS TO BE 'CAT 5E' WIRE. 2. SMOKE DETECTION PER FIRE CODE. 3. SERVICE PANEL AND ELECTRIC METER LOCATION TO BE DETERMINED W/ INPUT FROM THE OWNER AND LOCAL UTILITY COMPANY. 4. ALL RECEPTACLE TO HAVE ARC-FAULT CIRCUIT INTERRUPTERS PER ARTICLE 210-12. 5. HVAC DISCONNECT TO BE PROVIDED BY MECHANICAL SUBCONTRACTOR. 6. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH LATEST EDITION OF NEC AND FBC. 7. 100% OF ALL INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES TO USE CFL/LED LAMPS. COUNTERTOP HEIGHTCH SD SMOKE DETECTOR CM CARBON MONOXIDE DETECTOR 220 OUTLET 1/4" = 1'-0" ELECTRICAL LAYOUT PLAN EXTENDED FAMILY ROOM KITCHEN PATIO CH CH CH C H 3 3 3 3 3 3 FAN/LIGHT FL O O R TV 4'AFF 3' - 6 " 4'-0" 1/4" = 1'-0" ROOF PLAN EX I S T I N G RO O F S L O P E EX I S T I N G RO O F S L O P E 4: 1 2 RO O F S L O P E 4: 1 2 RO O F S L O P E B A C E D F DRIP EDGE ON TOP OF UNDERLAYMENT __ , UNDERLAYMENT 1 / 2 1 -0 PlACE SH'"Gl.ES 3/B" OVER EAVE & R/>KE EDGES 0 RAl(ES. CEMENT SHl"°l.E TO UNOERLAYMENT & TO EACH OTHER I" A 4" WIDTH <>' NO"-CORROOING METAL EWE □RIP a, SIDE 36" \\1DE US □ERlAYMEMT STPLLED W(O WRl"KLES. o,LY ENOUGH N~LS HOLD IN PLJ\CE UNllL C<MllED BY SHl"°l.ES. NON-CORRODING METPL DRIP EDGE 4" •1N O>,ERLJ\P " '"D U"DERLJ\YMWT O" TOP OF DRIP EDGE a EAVES DETAIL 4'1' ~ GREATER SL<>'E DETAIL " ' -• PlACE SHl"GlES CLOSE TOOETHER BUT DO NOT CROWD " ,;,· ,, - a ""'"'-CEMENT SHINGLE TO U"DERlAYME.r '-< TO EACH OTHER '" A 4" WIDTH OF ASPHPLT Pl.AST~ ROOF CE•EMT DETAIL " ,12· "' " 1/2" ' "' ---• DETAIL DETAIL ,. ,-------------------------------------------------------------------------7 /\ ' ~-----------------------------------------7----------------------------~ ' ' ' ' ' ' L._ ______ _ _______ J EB-s-c'A'cc•,-------- 0--, ' ' ' ' ' ' ' ' -------r-- -=;;-=;;e1-------; -- ' ' ¢ ' ' ' -----1------ ___ _l _____ _ ' ' ' ' ' ' 4---, ------,- ---------1- C ' ' ' . ' . ' ' ' ' \-----CL __ ,--------------------7 ' ' ' ' ' ' ' \ ' ' -----------·"'< --------,7- , ' ' " :( 1/1 ' ' " ' " ' " ' ' ' ' I I I _,,,-- / I I .,- 1 I I_, I I,( ' cs I II I ' ' ' ' 0 [] db clb db GFI db ·- $ $, EB~s-c'Ac-,', -------------------- A3 EXTERIOR ELEVATIONS AND DETAILS JNOverby, LLC Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jno@jnoverby.com FL. AR-0017060 FL. ID-4621 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF-SIZED. DATE ISSUED: MAY 3, 2021 PERMIT SET BI S H O P R E S I D E N C E 10 1 8 M A I N S T R E E T AT L A N T I C B E A C H , F L 3 2 2 3 3 NOTE: THESE DETAILS USED FOR DOORS & WINDOW. ALL FLASHING TO MEET FBC R903.2.1, R905.2.8. & R703.8 AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 12 5 SCALE: SIDE ELEVATION 1/4" = 1'-0" B A3 4 12 SCALE: REAR ELEVATION 1/4" = 1'-0" A A3 14'-0" NEW PATIO RECONFIGURE EGRESS WINDOW 5'x3' NEW WINDOW 3'x5' NEW WINDOW 3'x5' SCALE: SIDE ELEVATION 1/4" = 1'-0" C A3 4' - 9 " 4 12 NOTE: METAL DRIP EDGE TO OVERLAP 3"MIN. AND EXTEND 1/2"MIN. BELOW SHEATHING AND EXTEND BACK ON THE ROOF 2" MIN. INSTALL OVER UNDERLAYMENT WITH A 4"MIN. WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. MECHANICALLY FASTEN THE DRIP EDGE @12" O.C. MAX. TO MEET CODE. ASPHALT SHINGLE TO MATCH EXISTING ROOF ON 15# ROOFING FELT OVER 7/16" EXT. SHEATHING 12 4 R-38 FOAM INSULATION 8 ' - 1 " C E I L I N G T O M A T C H E X I S T I N G 1/2" GYP. BOARD OVER FRAMING W/ FOAM INSULATION INSULATION VALUE TO EQUAL R-13 1/2" GYP. BOARD 2x WOOD FRAME SPECIFIED BY STRUCTURAL ENGINEER WITH 7/16" OSB OR ZIP SHEATHING AND HOUSE WRAP APPLIED TO OSB PER MANUFACTURER'S RECOMMENDATIONS WITH SIDING EXTERIOR FINISH TO MATCH EXISTING METAL DRIP OVER FASCIA OVER 2X6 SUB FASCIA SCALE: NEW WALL SECTION 3/4" = 1'-0" 1 A3 NOTE: ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. THESE WALL SECTIONS SHOWN FOR DESIGN INTENT. 4" CONCRETE SLAB OVER VAPOR BARRIER SEE STRUCTURAL DRAWING MONOLITHIC EDGE FOOTING WITH BRICK LEDGE SEE STRUCTURAL SLOPE MATCH EXISTING OVERHANG EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 1 of 45/20/2021 8:03 PM Project Name: Owner: Builder Name: Permit Office: Jurisdiction: Duval ME Mechanical Bishop BISHOP Residence Street: City, State, Zip: Atlantic Beach , FL , 32233 1018 Main St Permit Number: Design Location: FL, Jacksonville County: Duval (Florida Climate Zone 2 ) 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area above grade (ft²) New (From Plans) Detached 1 No 270 7. Windows a. U-Factor: S H G C : b. U-Factor: S H G C : c. U-Factor: S H G C : Dbl, U=0.40 70.00 ft² SHGC=0.25 N/A f t ² N/A f t ² 9. Floor Types a. Slab-On-Grade Edge Insulation b. N/A c. N/A R=0.0 270.00 ft² R=f t ² R=f t ² 10. Wall Types a. Frame - Wood, Exterior R=13.0 388.00 ft² b. N/A R=f t ² c. N/A R=f t ² 11. Ceiling Types a. Under Attic (Vented)R=38.0 270.00 ft² f t ² R=b. N/A c. N/A R = f t ² 12. Ducts 13. Cooling systems 14. Heating systems 15. Hot water systems a . Cap: 50 gallons b. Conservation features None d. N/A R=f t ² Area Weighted Average Overhang Depth:1.167 ft. Area Weighted Average SHGC:0.250 Description Area Insulation Area Insulation Area Insulation Area 16. Credits CF, Pstat 0 (70.0 sqft.) (388.0 sqft.) (270.0 sqft.) (270.0 sqft.) Conditioned floor area below grade (ft²) 0 a. Central Unit a. Electric Heat Pump k B t u / h r 9.0 SEER:16.00 Efficiency k B t u / h r Efficiency 9.0 HSPF:9.00 f t ² R EF: 0.000 8. Skylights c. U-Factor:(AVG) S H G C ( A V G ) : N/A N/A f t ² Area Glass/Floor Area: 0.259 Total Proposed Modified Loads: Total Baseline Loads: 10.97 11.90 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: BUILDING OFFICIAL: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. - 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). - Proposed Qn of NAN exceeds the performance method default limit of 0.08 and therefore does not require duct testing. R405 .2.3 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method FORM R405-2020 PROJECT Title: Owner Name: # of Units: Builder Name: Permit Office: Jurisdiction: Duval ME Mechanical 1 Bishop BISHOP Residence Family Type: New/Existing: Bedrooms: Conditioned Area: Total Stories: Worst Case: Rotate Angle: 90 No 1 270 0 New (From Plans) Detached Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: FL , 32233 Atlantic Beach , Duval 1018 Main St Street Address Comment: Building Type: User Cross Ventilation: Whole House Fan: TMY Site Design Temp Int Design Temp Heating Design Daily Temp Design Location 2.5 %97.5 % Degree Days Moisture RangeWinter Summer CLIMATE 93 70 75 1281 49 Medium32FL_JACKSONVILLE_INTFL, Jacksonville______ Number Name Area Volume BLOCKS 1 Block1 270 2160 Number Name Area Volume SPACES Kitchen Occupants Bedrooms Cooled HeatedInfil ID Finished 1 Main 270 2160 Yes 0 0 Yes Yes1 Yes # Floor Type Area Tile Wood Carpet FLOORS R-ValueSpace Perimeter 1 270 ft² 1 0 0______ Slab-On-Grade Edge Insulatio - - - -048 ft Main # Type Materials Color Absor. Roof Solar Deck Insul. Pitch ROOF Tested Roof Area Gable Area Emitt Tested EmittSA (deg) Rad Barr 1 Gable or shed Composition shingles 285 ft² Medium 0.96 0 18.43______No44 ft² 0.9 NoN ATTIC # Type Ventilation Area RBS IRCCVent Ratio (1 in) ______ 1 Full attic Vented 270 ft² N N300 # Ceiling Type R-Value Area Framing Frac Truss Type CEILING Space Ins Type 1 Under Attic (Vented)38 270 ft² 0.11 Wood______Main Blown 5/20/2021 8:03 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 2 of 4 FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT ✓ ✓ ✓ ✓ ✓ WALLS #Wall Type R-Value Area Adjacent Framing Solar Ornt Fraction Absor. HeightWidth Ft In Ft InTo Cavity Sheathing R-ValueSpace Grade% Below 113 0Main128 8S=>W Frame - Wood 0.750.23Exterior226.3 ft² ____ 213 0Main110 8W=>N Frame - Wood 0.750.23Exterior80.8 ft² ____ 313 0Main110 8E=>S Frame - Wood 0.750.23Exterior80.8 ft² ____ # Ornt Panes NFRC U-Factor SHGC Area Depth Separation Int ShadeFrame Screening WINDOWS Overhang Orientation shown is the entered orientation (=>) changed to As Built (rotated 90 degrees). Wall ID Imp 1 S=>W Low-E Double 0.4 0.25 40.0 ft² 1 ft 2 in 2 ft 0 in NoneVinyl None______Yes1N 2 S=>W Low-E Double 0.4 0.25 30.0 ft² 1 ft 2 in 2 ft 0 in NoneVinyl None______Yes1N Method CFM 50 ACH 50ELASLAScope INFILTRATION ACHEqLA# 252 713.83.000356Wholehouse .137225.96Proposed ACH(50)1 HEATING SYSTEM # System Type Efficiency Capacity DuctsSubtypeBlockSpeed 1 Electric Heat Pump/ HSPF:9 9 kBtu/hr ______DuctlessSplit1 Singl # System Type Efficiency Capacity Air Flow SHR COOLING SYSTEM DuctsSubtypeBlockSubtype 1 Central Unit/ SEER: 16 9 kBtu/hr 270 cfm 0.75______DuctlessSplit1 Singl FSEC Company Name System Model # Collector Model # Collector SOLAR HOT WATER SYSTEM Storage FEFCert #Area Volume None None f t ² ______ 5/20/2021 8:03 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 3 of 4 FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT ✓ ✓ ✓ ✓ ✓ TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [ ] Jan [ ] Feb [ ] Mar [ ] Apr [ ] May [X] Jul [X] Aug [X] Sep [ ] Oct [ ] Nov [ ] Dec [ ] Dec[X] Dec[X] Nov[X] Nov[ ] Oct[X] Oct[ ] Sep[ ] Sep[ ] Aug[ ] Aug[ ] Jul[ ] Jul[ ] Jun[ ] Jun[X] Jun[ ] May[ ] May[ ] Apr[X] Apr[X] Mar[X] Mar[X] Feb[ ] Feb[X] Jan[ ] JanHeatingVenting Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 123456789101112 Cooling (WD)AMPM 7880 7880 7878 7878 7878 7878 7878 7878 8078 8078 8078 8078 Cooling (WEH)AMPM 7878 7878 7878 7878 7878 7878 7878 7878 7878 7878 7878 7878 Heating (WD)AMPM 6668 6668 6668 6668 6668 6868 6868 6868 6868 6868 6866 6866 Heating (WEH)AMPM 6668 6668 6668 6668 6668 6868 6868 6868 6868 6868 6866 6866 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft² 0 ft 0.3 Main 5/20/2021 8:03 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 4 of 4 FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT 1018 Main St, Atlantic Beach, FL, 32233 EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 92 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft²) New (From Plans) Detached 1 0 No 270 7. Windows** a. U-Factor: S H G C : b. U-Factor: S H G C : c. U-Factor: S H G C : d. U-Factor: S H G C : Dbl, U=0.40 70.00 ft² SHGC=0.25 N/A f t ² N/A f t ² N/A f t ² 9. Floor Types a. Slab-On-Grade Edge Insulation b. N/A c. N/A R=0.0 270.00 ft² R=f t ² R=f t ² 10. Wall Type and Insulation a. Frame - Wood, Exterior R=13.0 388.00 ft² b. N/A R=f t ² c. N/A R=f t ² 11. Ceiling Type and insulation level a. Under Attic (Vented)R=38.0 270.00 ft² f t ² R=b. N/A c. N/A R = f t ² 12. Ducts, location & insulation level 13. Cooling systems 14. Heating systems k B t u / h r 15. Hot water systems a . Cap: 50 gallons E F : b. Conservation features None d. N/A R=f t ² Description Area Insulation Area Insulation Area Insulation Area Credits (Performance method) CF, Pstat Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 1.167 ft. 0.250 a. Electric Heat Pump 9.0 HSPF:9.00 a. Central Unit 9.0 SEER:16.00 k B t u / h r Efficiency Efficiency R f t ² 8. Skylights a. U-Factor(AVG): S H G C ( A V G ) : Description Area N/A N/A f t ² I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature:Date: Address of New Home:City/FL Zip: *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida Energy Rating. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. Page 1 of 1 FORM R405-2020 5/20/2021 8:04 PM Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods Florida Building Code, Energy Conservation, 7th Edition (2020) ADDRESS: 1018 Main St Atlantic Beach , FL , 32233 Permit Number: 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. MANDATORY REQUIREMENTS - See individual code sections for full details. R402.4 Air leakage (Mandatory). 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. Windows, 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. 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. 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. R401.3 Energy Performance Level (EPL) display card (Mandatory). 5/20/2021 8:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 1 of 5 R402.4.3 Fenestration air leakage. R402.4.1.1 Installation. Exception: Site-built windows, skylights and doors. R402.4.2 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 listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. Exception: R402.4.1.2 Testing. R402.4.1 Building thermal envelope. 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. The 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. The 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. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. SECTION R401 GENERAL SECTION R402 BUILDING THERMAL ENVELOPE ✓ □ □ □ □ □ □ □ MANDATORY REQUIREMENTS - (Continued) Building framing cavities shall not be used as ducts or plenums. 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. If heated water circulation systems are installed, they 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. 5/20/2021 8:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 2 of 5 R403.3.5 Building cavities (Mandatory). R403.4 Mechanical system piping insulation (Mandatory). R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). SECTION R403 SYSTEMS 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 L/s) 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. 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: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. 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. R403.3.2 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. 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. 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 manufacturer’s air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. 1. Exceptions: A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. Duct testing is not mandatory for buildings complying by Section 405 of this code. Duct leakage testing is required for Section R405 compliance where credit is taken for leakage, and a duct air leakage Qn to the outside of less than 0.080 (where Qn = duct leakage to the outside in cfm per 100 square feet of conditioned floor area tested at 25 Pascals) is indicated in the compliance report for the proposed design. 2. 1. R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 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: A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. 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. 1. 2. R403.5.1.1 Circulation systems. R403.5.1.2 Heat trace 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. 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. □ □ □ □ □ □ □ □ □ □ □ □ □ MANDATORY REQUIREMENTS - (Continued) 5/20/2021 8:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 3 of 5 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 ½ 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. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 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. R403.5.6.2.1 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: Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and Be installed at an orientation within 45 degrees of true south. 1. 2. 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. R403.7 Heating and cooling equipment. R403.7.1 Equipment sizing (Mandatory). 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. When installed to function as a whole-house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. R403.6.1 Whole-house mechanical ventilation system fan efficacy. E x c e p t i o n : 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: Where an air handler that is integral to tested and listed HVAC equipment is used to provide whole-house mechanical ventilation, the air handler shall be powered by an electronically commutated motor. 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. 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. 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. 1. 2. 3. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY For SI: 1 cfm = 28.3 L/min.a. When tested in accordance with HVI Standard 916 HRV or ERV In-line fan Bathroom, utility room Bathroom, utility room FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY AIRFLOW RATE MAXIMUM (CFM)(CFM/WATT) a Any Any 10 90 1.2 cfm/watt 2.8 cfm/watt 1.4 cfm/watt 2.8 cfm/watt Any Any <90 Any (CFM) Range hoods Any 2.8 cfm/watt Any □ □ □ □ □ □ □ □ □ MANDATORY REQUIREMENTS - (Continued) 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. 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. 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: Where public health standards require 24-hour pump operation. R403.10.2 Time switches. Pumps that operate solar- and waste-heat-recovery pool heating systems. Where pumps are powered exclusively from on-site renewable generation.3. 2. 1. 5/20/2021 8:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 4 of 5 R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Florida Building Code, Energy Conservation—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). R403.7.1.2 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. 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. R403.7.1.1 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 R403.7, 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. 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. 2. 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. 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. 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. □ □ □ □ □ □ □ □ □ □ R404.1 Lighting equipment (Mandatory). Not less than 90 percent of the lamps in permanently installed luminaires shall have an efficacy of at least 45 lumens-per-watt or shall utilize lamps with an efficacy of not less than 65 lumens-per-watt. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. SECTION R404 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. R403.11 Portable spas (Mandatory). The energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. ELECTRICAL POWER AND LIGHTING SYSTEMS Page 5 of 55/20/2021 8:04 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software All gas- and oil-fired pool and spa heaters shall have a minimum thermal efficiency 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. R403.10.4 Gas- and oil-fired pool and spa heaters. 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. Exception: 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. R403.10.3 Covers. R403.13 Dehumidifiers (Mandatory Ducted dehumidifiers shall, in addition to conforming to the requirements of Section R403.13, conform to the following requirements: R403.13.1 Ducted dehumidifiers. If installed, a dehumidifier shall conform to the following requirements: 1. The minimum rated efficiency of the dehumidifier shall be greater than 1.7 liters/ kWh if the total dehumidifier capacity for the house is less than 75 pints/day and greater than 2.38 liters/kWh if the total dehumidifier capacity for the house is greater than or equal to 75 pints/day. 2. The dehumidifier shall be controlled by a sensor that is installed in a location where it is exposed to mixed house air. 3. Any dehumidifier unit located in unconditioned space that treats air from conditioned space shall be insulated to a minimum of R-2. 4. Condensate disposal shall be in accordance with Section M1411.3.1 of the Florida Building Code, Residential. 1. If a ducted dehumidifier is configured with return and supply ducts both connected into the supply side of the cooling system, a backdraft damper shall be installed in the supply air duct between the dehumidifier inlet and outlet duct. 2. If a ducted dehumidifier is configured with only its supply duct connected into the supply side of the central heating and cooling system, a backdraft damper shall be installed in the dehumidifier supply duct between the dehumidifier and central supply duct. 3. A ducted dehumidifier shall not be ducted to or from a central ducted cooling system on the return duct side upstream from the central cooling evaporator coil. 4. Ductwork associated with a dehumidifier located in unconditioned space shall be insulated to a minimum of R-6. □ □ □ □ □ □ □ Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2020 Florida Building Code, Energy Conservation, 7th Edition Jurisdiction:Permit #: Job Information Builder: ME Mechanical Community:Lot: NA Address: 1018 Main St City: Atlantic Beach State: FL Zip: 32233 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method PRESCRIPTIVE 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. 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 R405-2020 (Performance) or R406-2020 (ERI), section labeled as infiltration, sub-section ACH50. ACH(50) specified on Form R405-2020-Energy Calc (Performance) or R406-2020 (ERI): 7.000 _________ x 60 ÷ ______________ = ____________2160 CFM(50) Building Volume ACH(50) PASS When ACH(50) is less than 3, Mechanical Ventilation installation must be verified by building department. Method for calculating building volume:_____________________________ Retrieved from architectural plans Code software calculated Field measured and calculated 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 2020 7th 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: _________________________ 5/20/2021 8:04:36 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 1 of 1 I 0 lo I I I □ 0 • □ 0 Project Name: Owner: Builder Name: Permit Office: Jurisdiction: Duval ME Mechanical Bishop BISHOP Residence Street: City, State, Zip: Atlantic Beach , FL , 32233 1018 Main St Permit Number: Design Location: FL, Jacksonville CH E C K AIR BARRIER CRITERIA A continuous air barrier shall be installed in the building envelope. The exterior thermal envelope contains a continuous air barrier. Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. The junction of the foundation and sill plate shall be sealed. The junction of the top plate and the top of exterior walls shall be sealed. Knee walls shall be sealed. The space between window/door jambs and framing, and skylights and framing shall be sealed. Rim joists shall include the air barrier. The air barrier shall be installed at any exposed edge of insulation. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Narrow cavities Shafts, penetrations Crawl space walls Floors (including above-garage and cantilevered floors) Rim joists Windows, skylights Walls Ceiling/attic General COMPONENT Garage separation Recessed lighting Plumbing and wiring S h o w e r / t u b HVAC register boots HVAC supply and return register boots that penetrate building thermal envelope shall be sealed to the sub-floor, wall covering or The air barrier shall be installed behind electrical or communication boxes or air-sealed boxes shall be installed. The air barrier installed at exterior walls adjacent to showers and tubs shall separate them from the showers and tubs. 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 piping and wiring. Recessed light fixtures installed in the building thermal envelope shall be sealed to the finished surface. Air sealing shall be provided between the garage and conditioned spaces. When required to be sealed, concealed fire sprinklers shall only be 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 ceilings. C o n c e a l e d Electrical/phone box on exterior walls Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA INSULATION INSTALLATION CRITERIA EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software5/20/2021 8:04 PM Page 1 of 1 Air-permeable insulation shall not be used as a sealing material. The insulation in any dropped ceiling/soffit shall be aligned with the air barrier. Cavities within corners and headers of frame walls shall be insulated by completely filling the cavity with a material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Rim joists shall be insulated. Floor framing cavity insulation shall be installed to maintain permanent contact with the underside of subfloor decking, or floor framing cavity insulation shall be permitted to be in contact with the top side of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. and doors on exterior wall requirements Recessed light fixtures installed in the building thermal envelope shall be air tight and IC rated. sprinklers Where provided instead of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exterior walls adjacent to showers and tubs shall be insulated. 2020 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. a Building Input Summary Report PROJECT Title:Address type:BISHOP Residence S Building Type:Bedrooms:Lot #:User 0 Owner:Conditioned Area:Block/SubDivision:Bishop 270 Total Stories:PlatBook:1 Builder Name:Worst Case:Street:ME Mechanical No 1018 Main St Permit Office:Rotate Angle:County:Duval 90 Duval Jurisdiction:Cross Ventilation:City, State, Zip: Atlantic Beach, Family Type:Whole House Fan: Detached FL, 32233 New/Existing:Terrain: New (From Plans)Suburban Year Construct:Shielding: 2021 Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range ___ FL, Jacksonville FL_JACKSONVILLE_INTL_A 32 93 70 75 1281 49 Medium UTILITY Fuel Unit Utility Name Monthly Fixed Cost $/Unit ___ Electricity kWh EnergyGauge Default 0.00 0.11 ___ Natural Gas Therm EnergyGauge Default 0.00 1.72 ___ Fuel Oil Gallon EnergyGauge Default 0.00 1.10 ___ Propane Gallon EnergyGauge Default 0.00 1.40 SURROUNDINGS ------------Shade Trees------------------------Adjacent Buildings---------- Ornt Type Height Width Distance Exist Height Width Distance N None 0 ft 0 ft 0 ft 0 ft 0 ft 0 ft NE None 0 ft 0 ft 0 ft 0 ft 0 ft 0 ft E None 0 ft 0 ft 0 ft 0 ft 0 ft 0 ft SE None 0 ft 0 ft 0 ft 0 ft 0 ft 0 ft S None 0 ft 0 ft 0 ft 0 ft 0 ft 0 ft SW None 0 ft 0 ft 0 ft 0 ft 0 ft 0 ft W None 0 ft 0 ft 0 ft 0 ft 0 ft 0 ft NW None 0 ft 0 ft 0 ft 0 ft 0 ft 0 ft BLOCKS Number Name Area Volume ___ 1 Block1 270 2160 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated ___ 1 Main 270 2160 Yes 0 0 Yes Yes Yes 5/20/2021 8:03:11 PM EnergyGauge® / USRCZB v7.0.00 Page 1 ✓ I ✓ I ✓ I ✓ Building Input Summary Report FLOORS (Total Exposed Area = 270 sq.ft.) # Floor Type Space Exposed Perim Perimeter R-Value Area U-Factor Joist R-Value Tile Wood Carpet ___ 1 Slab-On-Grade Edge Ins Main 48 0 270 ft 0.710 --- 1.00 0.00 0.00 ROOF Roof Gable Roof SolarRad SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor.Barr Tested Tested Insul. (deg) ___ 1 Gable or shed Composition shingles 285 ft² 44 ft² Medium N 0.96 No 0.9 No 0 18.43 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC ___ 1 Full attic Vented 300 270 ft² N N CEILING (Total Exposed Area = 270 sq.ft.) # Ceiling Type Space R-Value Ins. Type Area U-Factor Framing Frac. Truss Type ___ 1 Under Attic(Vented)Main 38.0 Blown 270.0ft² 0.024 0.11 Wood WALLS (Total Exposed Area = 388 sq.ft.) Note: First wall orientation below is as entered. Actual orientation is modified by the rotate angle (90 degrees) as shown in the "Project" section on page 1. Adjacent Cavity Width Height Area U- Sheath Frm. Solar Below # Ornt To Wall Type Space R-Value Ft In Ft In sq.ft. Factor R-Value Frac. Absor. Grade ___ 1 S=>W Exterior Frame - Wood Main 13.0 28.0 0 8.0 1 226.3 0.084 0.23 0.75 0 % ___ 2 W=>N Exterior Frame - Wood Main 13.0 10.0 0 8.0 1 80.8 0.084 0.23 0.75 0 % ___ 3 E=>S Exterior Frame - Wood Main 13.0 10.0 0 8.0 1 80.8 0.084 0.23 0.75 0 % WINDOWS (Total Exposed Area = 70 sq.ft.) Wall -----Overhang----- # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Storm Area Depth Separation Interior Shade Screening ___ 1 S=>W 1 Vinyl Low-E Double Yes 0.40 0.25 N N 40.0ft² 1.0 ft 2 in 2.0 ft 0 in None None ___ 2 S=>W 1 Vinyl Low-E Double Yes 0.40 0.25 N N 30.0ft² 1.0 ft 2 in 2.0 ft 0 in None None INFILTRATION # Scope Method SLA CFM50 ELA EqLA ACH ACH50 Space(s) ___ 1 Wholehouse Proposed ACH(50) 0.00036 252 13.83 25.96 0.1372 7.0 All MASS # Mass Type Area Thickness Furniture Fraction Space ___ 1 Default(8 lbs/sq.ft.)0 ft²0 ft 0.30 Main 5/20/2021 8:03:11 PM EnergyGauge® / USRCZB v7.0.00 Page 2 I ✓ ✓ I ✓ I ✓ ✓ ✓ I ✓ I ✓ Building Input Summary Report HEATING SYSTEM # System Type Subtype/Speed AHRI # Efficiency Capacity ----Geothermal HeatPump---- Ducts Block kBtu/hr Entry Power Volt Current ___ 1 Electric Heat Pump Split/Single 5625779 HSPF: 9.00 9.0 0.00 0.00 0.00 sys#0 1 COOLING SYSTEM # System Type Subtype/Speed AHRI # Efficiency Capacity Air Flow SHR Duct Block kBtu/hr cfm ___ 1 Central Unit Split/Single 5625779 SEER:16 9.0 270 0.75 Ductless 1 AHU SYSTEM # Test Mode Cooling/Heating ( P r o p o s e d )Grade DESIGN CFM Proposed Cool Heat ___ 1 1 - Central Unit/1 - Electric Heat Pump I (AirFlow)270 CFM I (WattDraw)122 III (Refrig) HOT WATER SYSTEM # System Type Subtype Location EF(UEF) Cap Use SetPnt Fixture Flow Pipe Ins. Pipe length Recirculation Recirc Control Loop Branch Pump DWHR Facilities Equal DWHR Other Credits System Type length length power Connected Flow Eff DUCTS Duct ---------Supply------------------Return---------Air CFM 25 CFM 25 HVAC # # Location R-Value Area Location R-Value Area Leakage Type Handler TOT OUT QN RLF Heat Cool TEMPERATURES Programable Thermostat: Y Ceiling Fans: N Cooling [ ] Jan [ ] Feb [ ] Mar [ ] Apr [ ] May [X] Jun [X] Jul [X] Aug [X] Sep [ ] Oct [ ] Nov [ ] Dec Heating [X] Jan [X] Feb [X] Mar [ ] Apr [ ] May [ ] Jun [ ] Jul [ ] Aug [ ] Sep [ ] Oct [X] Nov [X] Dec Venting [ ] Jan [ ] 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 5/20/2021 8:03:11 PM EnergyGauge® / USRCZB v7.0.00 Page 3 I ✓ I ✓ I ✓ I ✓ ✓ ✓ Building Input Summary Report HARD WIRED LIGHTING ID Type Screen Location Total# Quantity# Comp Fl All Other Fl Bulb Type Schedule Watts per bulb ___ 1 Hard-Wired Default Exterior 20 2 HERS2011 60 MISC ELECTRICAL LOADS ID Type Screen Location Item Quantity Catagory Operating Schedule Off Standby ___ 1 Misc Elec Load Simple Default Main 1 1 HERS2011 1 APPLIANCES & LIGHTING SCHEDULES Appliance Schedule: HERS2014 Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Occupancy p e a k : 400 Btu AM 0.930 0.930 0.930 0.930 0.930 0.930 0.930 0.980 0.460 0.270 0.270 0.270 % Released: 100 % PM 0.270 0.270 0.270 0.270 0.330 0.610 1.000 1.000 0.930 0.930 0.930 0.930 refrig p e a k :0 W AM 0.824 0.804 0.784 0.764 0.744 0.734 0.744 0.754 0.764 0.794 0.814 0.854 % Released: 100 % PM 0.854 0.864 0.884 0.904 0.925 0.945 0.925 0.915 0.904 0.894 0.874 0.854 cWash p e a k : 0 W AM 0.200 0.100 0.050 0.050 0.050 0.075 0.200 0.375 0.500 0.800 0.950 1.000 % Released: 30 % PM 0.875 0.850 0.800 0.625 0.625 0.600 0.575 0.550 0.625 0.700 0.650 0.375 E-cDry p e a k : 0 W AM 0.200 0.100 0.050 0.050 0.050 0.075 0.200 0.375 0.500 0.800 0.950 1.000 % Released: 15 % PM 0.875 0.850 0.800 0.625 0.625 0.600 0.575 0.550 0.625 0.700 0.650 0.375 dWash p e a k : 0 W AM 0.139 0.050 0.028 0.024 0.029 0.090 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 % PM 0.376 0.396 0.334 0.323 0.344 0.448 0.791 1.000 0.800 0.597 0.383 0.281 E-rOven p e a k : 0 W AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.400 % Released: 80 % PM 0.457 0.343 0.286 0.400 0.571 1.000 0.857 0.429 0.286 0.229 0.171 0.114 TVs p e a k : 151 W AM 0.100 0.050 0.050 0.050 0.100 0.200 0.400 0.450 0.400 0.200 0.100 0.100 % Released: 100 % PM 0.050 0.050 0.150 0.450 0.850 1.000 0.950 0.800 0.500 0.250 0.150 0.100 cFan p e a k :0 W AM 0.600 0.600 0.600 0.600 0.600 0.600 0.600 0.250 0.250 0.250 0.250 0.250 % Released: 100 % PM 0.250 0.250 0.250 0.250 0.250 0.250 0.550 0.600 0.600 0.600 0.600 0.600 lgts-in p e a k :0 W AM 0.160 0.150 0.160 0.180 0.230 0.450 0.420 0.260 0.190 0.160 0.120 0.110 % Released: 100 % PM 0.160 0.170 0.250 0.270 0.340 0.550 0.600 0.880 1.000 0.880 0.510 0.280 lgts-out p e a k : 30 W AM 1.000 1.000 1.000 1.000 1.000 0.750 0.750 0.000 0.000 0.000 0.000 0.000 % Released: 0 % PM 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.750 0.750 0.750 1.000 lgts-gar p e a k : 0 W AM 0.000 0.000 0.000 0.000 0.000 0.500 0.750 1.000 0.750 0.500 0.000 0.000 % Released: 0 % PM 0.000 0.000 0.500 0.500 0.750 1.000 0.750 0.500 0.000 0.000 0.000 0.000 MEL p e a k :0 W AM 0.500 0.500 0.500 0.750 0.750 0.850 1.000 1.000 1.000 1.000 0.900 0.900 % Released: 90 % PM 0.900 0.900 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.850 0.750 0.750 5/20/2021 8:03:11 PM EnergyGauge® / USRCZB v7.0.00 Page 4 I ✓ I ✓ Residential Equipment Selection Summary EnergyGauge BISHOP Residence 5/20/2021 1018 Main St Block 1, Heating System1, Cooling System1 Atlantic Beach, FL Conditions Outdoor (FL, Jacksonville) Winter Dry Bulb:29 F Summer Dry Bulb:95 F Summer Wet Bulb: 77 F ...................................................... Room Winter Dry Bulb:70 F Summer Dry Bulb:75 F RH:55 % ...................................................... Air Entering Indoor Coil Winter Dry Bulb:68 F Summer Dry Bulb:76 F Summer Wet Bulb: 67 F ...................................................... Design Loads in kBtu/hr (Manual J or equivalent) Heating:5.264 Sensible Cooling:6.945 Latent Cooling:1.897 Air Flow Estimate Heating CFM:270 Cooling CFM:270 Equipment Information - Heating Type: Electric Heat Pump Manufacturer: Fujitsu AHRI Number:5625779 Outdoor Model:AOU9RL2 Nominal Capacity:9.00 k B t u / h r Indoor Model: ASU9RL2 Equipment Information - Cooling Type:Electric Heat Pump Manufacturer: Fujitsu Speed:Variable-Speed Outdoor Model:AOU9RL2 AHRI Number:5625779 Indoor Model: ASU9RL2 AHRI/Nominal Capacity: 9.00 k B t u / h r -------OEM Capacity at Design Conditions (kBtu/hr)----- Total Latent Sensible Sens + excess Latent 9 2.3 6.8 6.9 Manual S Compliance - Cooling Cooling-Only Equipment or Cooling Mode of Heat Pump in Condition A Climate Total: Required: 90 – 130%Actual: 102 % Passes Manual S for Total P A S S Latent: Required: 100 – 150%Actual: 119 % Manual S for Latent P A S S Sensible: Required: 90% or more Actual: 100 % Manual S for Sensible P A S S Heat Pump equipment is sized for cooling. I hereby certify that Prepared by:_________________________ the equipment selected is in accordance with ACCA Manual S. D a t e : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I Residential Equipment Selection Summary Manual S Heat Pump Supplemental Requirements EnergyGauge BISHOP Residence 5/20/2021 1018 Main St Block 1, Heating System1, Cooling System1 Atlantic Beach, FL Design Temperature 29.0 °F Load at Design T 5.3 Mbtuh Thermal Balance Point 18.6 °F AHRI/Nominal Capacity 9.00 Mbtuh OEM Capacity at design T 7.8 Mbtuh Supplemental Heat Required * None Supplemental Heat Installed 0.0 KW % of supplemental requirement 0.0 % % Required: 95% - 175% Passes Manual S * The difference between the Manual J building load at design temperature and the Original Equipment Manufacter's published capacity at desigh temperature.(ACCA Manual S, Section 2-11) S' Iii ~ "' u " 0. " u 10 9 8 7 ' 6 5 4 3 , 2 Therma l Ba lance Po int 20 30 40 50 60 Outdoo r Air temperature(F) I AHRI Capacity I Building Loads I Design Load Residential System Sizing Calculation Summary Bishop 1018 Main St Atlantic Beach, FL 32233 Project Title: BISHOP Residence 5/20/2021 Location for weather data: Jacksonville, FL - Defaults: L a t i t u d e ( 3 0 . 5 ) Altitude(30 ft.) Temp Range(M) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(49gr.) Winter design temperature(TMY3 99%) 29 F Summer design temperature(TMY3 99%) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 41 F Summer temperature difference 20 F Total heating load calculation 5264 Btuh Total cooling load calculation 8842 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump)171.0 9000 Sensible (SHR = 0.75)97.2 6750 Heat Pump + Auxiliary(0.0kW) 171.0 9000 L a t e n t 118.6 2250 T o t a l (Electric Heat Pump) 101.8 9000 WINTER CALCULATIONS Winter Heating Load (for 270 sqft) Load component Load Window total 70 sqft 1148 Btuh Wall total 318 sqft 1157 Btuh Door total 0 sqft 0 Btuh Ceiling total 270 sqft 281 Btuh Floor total 270 sqft 2322 Btuh Infiltration 8 cfm 356 Btuh Duct loss 0 Btuh Subtotal 5264 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 5264 Btuh Summer Cooling Load (for 270 sqft) Load component Load Window total 70 sqft 3028 Btuh Wall total 318 sqft 748 Btuh Door total 0 sqft 0 Btuh Ceiling total 270 sqft 308 Btuh Floor total 0 Btuh Infiltration 6 cfm 130 Btuh Internal gain 2730 Btuh Duct gain 0 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 6945 Btuh Latent gain(ducts)0 Btuh Latent gain(infiltration)197 Btuh Latent gain(ventilation)0 Btuh Latent gain(internal/occupants/other) 1700 Btuh Total latent gain 1897 Btuh TOTAL HEAT GAIN 8842 Btuh EnergyGauge® / USRCZB v7.0.00 SUMMER CALCULATIONS 8th Edition EnergyGauge® System Sizing PREPARED BY: _________________________________ DATE: ________________________________________ I Wi nd ows(21.8%) I I lnfi l.(6.~%) I lnfi l.(3.7%} I Lat ent int [19.2 %} I ...____I __ I System Sizing Calculations - Summer Residential Load - Whole House Component Details Bishop 1018 Main St Atlantic Beach, FL 32233 Project Title: BISHOP Residence 5/20/2021 Reference City: Jacksonville, FL Temperature Difference: 20.0F(TMY3 99%) Humidity difference: 49gr. Component Loads for Whole House Type*Overhang Window Area(sqft) HTM L o a d Window Panes SHGC U InSh IS O r n t Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 2 N F R C 0 . 2 5 , 0.40 N o No S 1.2ft. 2.0ft. 40.0 0.0 40.0 13 32 1282 Btuh 2 2 N F R C 0 . 2 5 , 0.40 N o No S 1.2ft. 2.0ft. 30.0 0.0 30.0 13 32 961 Btuh E x c u r s i o n 785 Btuh Window Total 70 ( s q f t ) 3028 Btuh Walls Type U-Value R-Value Area(sqft)HTM Load Cav/Sheath 1 Frame - Wood - Ext 0.09 13.0/0.0 156.3 2.4 368 Btuh 2 Frame - Wood - Ext 0.09 13.0/0.0 80.8 2.4 190 Btuh 3 Frame - Wood - Ext 0.09 13.0/0.0 80.8 2.4 190 Btuh Wall Total 318 ( s q f t )748 Btuh Ceilings U-Value R-ValueType/Color/Surface Area(sqft)HTM Load 1 Vented Attic/Light/Shingle 0.025 38.0/0.0 270.0 1.14 308 Btuh Ceiling Total 270 ( s q f t )308 Btuh Floors R-ValueType Size HTM Load 1 Slab On Grade 0.0 270 ( f t - p e r i m e t e r ) 0.0 0 Btuh Floor Total 270.0 ( s q f t )0 Btuh Envelope Subtotal: 4084 Btuh Infiltration AverageType A C H Volume(cuft) Wall Ratio CFM= Load Natural 0.16 2160 1 5.9 130 Btuh Internal Occupants Btuh/occupant Appliance Load gain 1 X 230 + 2500 2730 Btuh Sensible Envelope Load: 6945 Btuh Duct load N A , Supply(R0.0-None), Return(R0.0-None)(DGM of 0.000) 0 Btuh Sensible Load All Zones 6945 Btuh EnergyGauge® / USRCZB v7.0.00 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Bishop 1018 Main St Atlantic Beach, FL 32233 Project Title: BISHOP Residence Climate:FL_JACKSONVILLE_INTL_ARPT 5/20/2021 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 6945 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 6945 Btuh Sensible ventilation 0 Btuh B l o w e r 0 Btuh Whole House Total sensible gain 6945 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference)197 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (1.0 people @ 200 Btuh per person) 200 Btuh Latent other gain 1500 Btuh Latent total gain 1897 Btuh TOTAL GAIN 8842 Btuh EQUIPMENT 1. Central Unit Fujitsu #AOU9RL2 9000 Btuh *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U-Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(½)) (Ornt - compass orientation) Version 8 EnergyGauge® / USRCZB v7.0.00 Page 2 System Sizing Calculations - Winter Residential Load - Whole House Component Details Bishop 1018 Main St Atlantic Beach, FL 32233 Project Title: BISHOP Residence Building Type: User 5/20/2021 Reference City: Jacksonville, FL ( D e f a u l t s ) Winter Temperature Difference: 41.0 F (TMY3 99%) Component Loads for Whole House Window Frame UP a n e s / T y p e Orientation Area(sqft) X HTM=L o a d 1 2, NFRC 0.25 Vinyl 0.40 S 40.0 16.4 656 Btuh 2 2, NFRC 0.25 Vinyl 0.40 S 30.0 16.4 492 Btuh Window Total 70.0(sqft)1148 Btuh Walls Ornt. Ueff. R-ValueT y p e Area X HTM=L o a d ( C a v / S h ) 1 Frame - Wood - Ext (0.089) 13.0/0.0 156 3.64 569 Btuh 2 Frame - Wood - Ext (0.089) 13.0/0.0 81 3.64 294 Btuh 3 Frame - Wood - Ext (0.089) 13.0/0.0 81 3.64 294 Btuh Wall Total 318(sqft)1157 Btuh Ceilings Ueff.T y p e / C o l o r / S u r f a c e R - V a l u e Area X HTM=L o a d 1 Vented Attic/L/S h i n g (0.025) 38.0/0.0 270 1.0 281 Btuh Ceiling Total 270(sqft)281Btuh Floors Ueff.T y p e R - V a l u e Size X HTM=L o a d 1 Slab On Grade ( 1 . 1 8 0 ) 0.0 48.0 f t ( p e r i m . ) 48.4 2322 Btuh Floor Total 270 s q f t 2322 Btuh Envelope Subtotal: 4908 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.22 2160 1.00 7.9 356 Btuh Duct load NA, R0.0, Supply(), Return()(DLM of 0.000)0 Btuh All Zones Sensible Subtotal All Zones 5264 Btuh WHOLE HOUSE TOTALS Subtotal Sensible Heat Loss 5264 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 5264 Btuh EnergyGauge® / USRCZB v7.0.00 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Bishop 1018 Main St Atlantic Beach, FL 32233 Project Title: BISHOP Residence Building Type: User 5/20/2021 EQUIPMENT 1. Electric Heat Pump Fujitsu #AOU9RL2 9000 Btuh Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or 'Tint' (Uses U-Factor and SHGC defaults) U - (Window U-Factor) HTM - (ManualJ Heat Transfer Multiplier) Version 8 EnergyGauge® / USRCZB v7.0.00 Page 2 Powered by ~ .AC ... G~~ ., iii:li.:liioitimtrm5°1f enm:a MANUAL J@ R E S A 2 1 - 0 0 1 2 MODEL DESIGNATION· MAXIMUM OVERALL NOMINAL SIZE: DESIGN PRESSURE RATING: USABLE CONFIGURATIONS: GENERAL DESCRIPTION· Simonton Horizontal Slider S e r i e s 4 2 - 1 9 V i n y l W i n d o w See Size Chart See Size Chart xx B / S f / O P J . k > ~ 5 L I . D E . , e S ? ~ ~ $ ' ~ / ' ? } - , R . . F ~ 7 t : J . ? ~ - f ' r r ~ . : S # 6 X 1 1 / 4 " M I N . W O O D S C R E W W / 1 . 0 0 " M I N . E M B E D M E N T I N T O W O O D M I N . E D G E D I S T . , S E E N O T E S N O P . E . S E A L R E Q U I R E D I N S T A L L A T I O N S U P P O R T E D B Y A A M A T E S T R E P O R T S 2 X B U C K R E V I S I O N S : 1 0 A D D E O N O T E S 1 1 & 1 2 . 1 1 U P D A l E D F O R T T H E D I T I O N ( 2 0 2 0 ) F B C The head, sill, and side jam b s a r e e x t r u d e d P V C . T h e w a l l t h i c k n e s s through which the anchor sc r e w p e n e t r a t e s I s a m i n i m u m o f 0 . 0 7 0 " . 1 / 4 " M A X . S H I M S I L I C O N E C A U L K E V I S E O B Y D A T E : T . 0 . 0 . 0 6 / 1 4 / 1 1 N O T E T . O . O . 0 1 / 0 9 / 1 2 G J M 0 6 / 1 7 / 1 5 L M H 0 7 / 0 7 / 1 6 L M H 0 2 / 1 5 / 2 1 MAX. $ MAX. TYP. M A X . MB"OC H E A D C D 1 / 4 " M A X . S H I M r r I 7 I ~ I 0 I #6 X 1 1/4" MIN. l - ~ I WOOD SCREW, TYP. I FLANGE TO BUCK ... I r C) I 11'\ w r V 11 \..V uJ I ::,; < I 0: ... I X j I X < 0: I ~ I 0 x I < I ::,; I ?=-I I I 0 I I I I E9 I I I I I L J < "w" MAX. OVERALL FRAME WIDTH SIZE CHART OVERALL SIZE rnv IH IHtluHI OP RATING "w' "1-l" 69" 65" ±25 PSF' 78" 63" 72" 54• ±30 PSF' 72• 36" ±40 PSF 60" 52" ±45 PSf • x N < : : , ; . . . 1 . I S I L I C O N E C A U L K # 6 X 1 1 / 4 " M I N . W O O D S C R E W W / 1 . 0 0 " M I N . E M B E O M E N T I N T O W O O D M I N . E D G E D I S T . , S E E N O T E S N O T E S : C D S I L L 1 / 4 " M A X . S H I M 1 / 6 X 1 1 / 4 " M I N . W O O D S C R E W W / 1 . 0 0 " M I N . E M B E D M E N T I N T O W O O D M I N . E D G E D I S T . , S E E N O T E S E D J A M B I . T H I S I N S T A L L A T I O N H A S B E E N E V A L U A T E D F O R U S E I N L O C A T I O N S A D H E R I N G T O T H E T E X A S 8 F L O R I D A B U I L D I N G C O D E A N O W H E R E P R E S S U R E R E Q U I R E M E N T S A S D E T E R M I N E D B Y A S C E 7 M I N I M U M D E S I G N L O A D S F O R B U I L D I N G S A N D O T H E R S T R U C T U R E S D O N O T E X C E E D T H E D E S I G N P R E S S U R E R A T I N G S H E R E I N , F O R U S E O U T S I D E T H E H . V . H . Z . 2 . A L L I N T E R I O R A N D E X T E R I O R P E R I M E T E R S U R F A C E S O F T H E W I N D O W M U S T B E C A U L K E D . 5 . A N C H O R S S H A L L B E S P E C I F I E D A N D S P A C E D A S S H O W N A N C H O R E M B E D M E N T T O B A S E M A T E R I A L S H A L L B E B E Y O N D W A L L D R E S S I N G O R S T U C C O A N D I N T O W O O D . 4 . T H E R E S P O N S I B I L I T Y F O R S E L E C T I O N O F S I M O N T O N P R O D U C T S T O M E E T A N Y A P P L I C A B L E L O C A L L A W S , B U I L D I N G C O D E S , O R D I N A N C E S , O R O T H E R S A F E T Y R E Q U I R E M E N T S R E S T S S O L E L Y W I T H T H E A R C H I T E C T , B U I L D I N G O W N E R , O R C O N T R A C T O R . 5 . S H I M S A R E O P T I O N A L . M A X I M U M S H I M S T A C K I S 1 / 4 " . 6 . W O O D B U C K S ( B Y O T H E R S ) M U S T B E E N G I N E E R E D A N D A N C H O R E D P R O P E R L Y T O T R A N S F E R L O A D S T O T H E S T R U C T U R E . W O O D B U C K S S H A L L B E S P R U C E - P I N E - F I R . W O O D M I N I M U M S P E C I F I C G R A V I T Y = 0 . 4 2 P S I . 7 . W H E N U S E D I N A R E A S R E Q U I R I N G I M P A C T P R O T E C T I O N , T H I S P R O D U C T R E Q U I R E S T H E U S E O F A P P R O V E D I M P A C T R E S I S T A N T S H U T T E R S O R O T H E R E X T E R N A L P R O T E C T I O N . 8 . F L A S H I N G S H O U L D B E A P P L I E D U S I N G T H E A S T M E 2 1 1 2 M E T H O D A P P R O P R I A T E F O R T H E O P E N I N G I N T O W H I C H T H E W I N D O W I S B E I N G I N S T A L L E D . 9 . I N S T A L L A T I O N S C R E W S M U S T B E A T L E A S T 1 / 2 " F R O M T H E E D G E O F T H E W O O D . 1 0 . T H I S P R O D U C T C O M P L I E S W I T H A S T M E 1 5 0 0 . I I . U s e A B A C K E R R O D O N A L L J O I N T S > 3 / 4 " D E E P A N D / O R W I D E R T H A N 1 / 4 " . F I N I S H E D C A U L K J O I N T S H O U L D B E A M I N I M U M O F 5 / 8 " D E E P . D I S C ! O S U R E S T A T E M E N T T h i s d o c u m e n t r s t h e p r o p e r t y o f S i m o n t o n W i n d o w s , w h i c h D l m e n s l o n o l T o l e r a n c e s U o l o s s O t b f l C W i H S p e c i f i e d ~ ~ I ~ N o ~ F C 2 ~ · ~ ~ . ; s . = ~ a - - - L - - ' - ' - - ' ' ; \ : 1 " J o ~ ~ r : : i r r : : t ~ ~ \ ' l ~ e ~ ~ : ~ ; t ~ ~ ~ r p i ~ ~ t ~ n s ~ : ~ ~ P ~ : : : ~ · b = ~ , W . : ! ' £ , J ; , ! , S - l l l l I " 4 , - - - - - - - - I c o n d i t i o n t h a t I t I s n o t t o b e d i s c l o s e d , r e p r o d u c e d l n w h o l e o r p o r t , n o r u s e d I n c o n j u n c t i o n w i t h t h e d e s i g n , m a n u f a c t u r e o r " " ' " ' ° ' r . - - - - - - + - , , s r n r r n s - - - - - 1 r e p a i r o f g o o d s f o r a n y o n e o t h e r t h e n S i m o n t o n W i n d o w s w i t h o u t i t s c o n s e n t . T h i s r e s t r i c t i o n d o e s n o t l i m i t t h e r e c i p i e n t ' s r i g h t s t o u t i l f z e i n f o r m a t i o n c o n t a i n e d i n t h i s d o c u m e n t w h i c h r s p r o p e r l y o b t a i n e d f r o m a n o t h e r s o u r c e . F I L E : F L 5 1 7 9 D e c i m a l s . x ± . 0 3 . x x : : I : . 0 1 . x x x ± . 0 0 5 1 C o c h r a n e A v e n u e P e n n s b o r o , W V 2 6 4 1 5 A n g l e s S C A L E : E E T : F I T 1 o f 1 0 · 3 0 m i n . S R I E S : 4 2 - 1 9 H O R I Z O N T A L S U D E R T i l L E : 2 X B U C K I N S T A L L A l l O N MODEL DESIGNATION· MAXIMUM OVERALL NOMINAL SIZE: DESIGN PRESSURE RATING: USABLE CONFIGURATIONS: GENERAL DESCRIPTION· Simonton Horizontal Slider S e r i e s 4 2 - 1 9 V i n y l W i n d o w See Size Chart See Size Chart xx B / S f / O P J . k > ~ 5 L I . D E . , e S ? ~ ~ $ ' ~ / ' ? } - , R . . F ~ 7 t : J . ? ~ - f ' r r ~ . : S # 6 X 1 1 / 4 " M I N . W O O D S C R E W W / 1 . 0 0 " M I N . E M B E D M E N T I N T O W O O D M I N . E D G E D I S T . , S E E N O T E S N O P . E . S E A L R E Q U I R E D I N S T A L L A T I O N S U P P O R T E D B Y A A M A T E S T R E P O R T S 2 X B U C K R E V I S I O N S : 1 0 A D D E O N O T E S 1 1 & 1 2 . 1 1 U P D A l E D F O R T T H E D I T I O N ( 2 0 2 0 ) F B C The head, sill, and side jam b s a r e e x t r u d e d P V C . T h e w a l l t h i c k n e s s through which the anchor sc r e w p e n e t r a t e s I s a m i n i m u m o f 0 . 0 7 0 " . 1 / 4 " M A X . S H I M S I L I C O N E C A U L K E V I S E O B Y D A T E : T . 0 . 0 . 0 6 / 1 4 / 1 1 N O T E T . O . O . 0 1 / 0 9 / 1 2 G J M 0 6 / 1 7 / 1 5 L M H 0 7 / 0 7 / 1 6 L M H 0 2 / 1 5 / 2 1 MAX. $ MAX. TYP. M A X . MB"OC H E A D C D 1 / 4 " M A X . S H I M r r I 7 I ~ I 0 I #6 X 1 1/4" MIN. l - ~ I WOOD SCREW, TYP. I FLANGE TO BUCK ... I r C) I 11'\ w r V 11 \..V uJ I ::,; < I 0: ... I X j I X < 0: I ~ I 0 x I < I ::,; I ?=-I I I 0 I I I I E9 I I I I I L J < "w" MAX. OVERALL FRAME WIDTH SIZE CHART OVERALL SIZE rnv IH IHtluHI OP RATING "w' "1-l" 69" 65" ±25 PSF' 78" 63" 72" 54• ±30 PSF' 72• 36" ±40 PSF 60" 52" ±45 PSf • x N < : : , ; . . . 1 . I S I L I C O N E C A U L K # 6 X 1 1 / 4 " M I N . W O O D S C R E W W / 1 . 0 0 " M I N . E M B E O M E N T I N T O W O O D M I N . E D G E D I S T . , S E E N O T E S N O T E S : C D S I L L 1 / 4 " M A X . S H I M 1 / 6 X 1 1 / 4 " M I N . W O O D S C R E W W / 1 . 0 0 " M I N . E M B E D M E N T I N T O W O O D M I N . E D G E D I S T . , S E E N O T E S E D J A M B I . T H I S I N S T A L L A T I O N H A S B E E N E V A L U A T E D F O R U S E I N L O C A T I O N S A D H E R I N G T O T H E T E X A S 8 F L O R I D A B U I L D I N G C O D E A N O W H E R E P R E S S U R E R E Q U I R E M E N T S A S D E T E R M I N E D B Y A S C E 7 M I N I M U M D E S I G N L O A D S F O R B U I L D I N G S A N D O T H E R S T R U C T U R E S D O N O T E X C E E D T H E D E S I G N P R E S S U R E R A T I N G S H E R E I N , F O R U S E O U T S I D E T H E H . V . H . Z . 2 . A L L I N T E R I O R A N D E X T E R I O R P E R I M E T E R S U R F A C E S O F T H E W I N D O W M U S T B E C A U L K E D . 5 . A N C H O R S S H A L L B E S P E C I F I E D A N D S P A C E D A S S H O W N A N C H O R E M B E D M E N T T O B A S E M A T E R I A L S H A L L B E B E Y O N D W A L L D R E S S I N G O R S T U C C O A N D I N T O W O O D . 4 . T H E R E S P O N S I B I L I T Y F O R S E L E C T I O N O F S I M O N T O N P R O D U C T S T O M E E T A N Y A P P L I C A B L E L O C A L L A W S , B U I L D I N G C O D E S , O R D I N A N C E S , O R O T H E R S A F E T Y R E Q U I R E M E N T S R E S T S S O L E L Y W I T H T H E A R C H I T E C T , B U I L D I N G O W N E R , O R C O N T R A C T O R . 5 . S H I M S A R E O P T I O N A L . M A X I M U M S H I M S T A C K I S 1 / 4 " . 6 . W O O D B U C K S ( B Y O T H E R S ) M U S T B E E N G I N E E R E D A N D A N C H O R E D P R O P E R L Y T O T R A N S F E R L O A D S T O T H E S T R U C T U R E . W O O D B U C K S S H A L L B E S P R U C E - P I N E - F I R . W O O D M I N I M U M S P E C I F I C G R A V I T Y = 0 . 4 2 P S I . 7 . W H E N U S E D I N A R E A S R E Q U I R I N G I M P A C T P R O T E C T I O N , T H I S P R O D U C T R E Q U I R E S T H E U S E O F A P P R O V E D I M P A C T R E S I S T A N T S H U T T E R S O R O T H E R E X T E R N A L P R O T E C T I O N . 8 . F L A S H I N G S H O U L D B E A P P L I E D U S I N G T H E A S T M E 2 1 1 2 M E T H O D A P P R O P R I A T E F O R T H E O P E N I N G I N T O W H I C H T H E W I N D O W I S B E I N G I N S T A L L E D . 9 . I N S T A L L A T I O N S C R E W S M U S T B E A T L E A S T 1 / 2 " F R O M T H E E D G E O F T H E W O O D . 1 0 . T H I S P R O D U C T C O M P L I E S W I T H A S T M E 1 5 0 0 . I I . U s e A B A C K E R R O D O N A L L J O I N T S > 3 / 4 " D E E P A N D / O R W I D E R T H A N 1 / 4 " . F I N I S H E D C A U L K J O I N T S H O U L D B E A M I N I M U M O F 5 / 8 " D E E P . D I S C ! O S U R E S T A T E M E N T T h i s d o c u m e n t r s t h e p r o p e r t y o f S i m o n t o n W i n d o w s , w h i c h D l m e n s l o n o l T o l e r a n c e s U o l o s s O t b f l C W i H S p e c i f i e d ~ ~ I ~ N o ~ F C 2 ~ · ~ ~ . ; s . = ~ a - - - L - - ' - ' - - ' ' ; \ : 1 " J o ~ ~ r : : i r r : : t ~ ~ \ ' l ~ e ~ ~ : ~ ; t ~ ~ ~ r p i ~ ~ t ~ n s ~ : ~ ~ P ~ : : : ~ · b = ~ , W . : ! ' £ , J ; , ! , S - l l l l I " 4 , - - - - - - - - I c o n d i t i o n t h a t I t I s n o t t o b e d i s c l o s e d , r e p r o d u c e d l n w h o l e o r p o r t , n o r u s e d I n c o n j u n c t i o n w i t h t h e d e s i g n , m a n u f a c t u r e o r " " ' " ' ° ' r . - - - - - - + - , , s r n r r n s - - - - - 1 r e p a i r o f g o o d s f o r a n y o n e o t h e r t h e n S i m o n t o n W i n d o w s w i t h o u t i t s c o n s e n t . T h i s r e s t r i c t i o n d o e s n o t l i m i t t h e r e c i p i e n t ' s r i g h t s t o u t i l f z e i n f o r m a t i o n c o n t a i n e d i n t h i s d o c u m e n t w h i c h r s p r o p e r l y o b t a i n e d f r o m a n o t h e r s o u r c e . F I L E : F L 5 1 7 9 D e c i m a l s . x ± . 0 3 . x x : : I : . 0 1 . x x x ± . 0 0 5 1 C o c h r a n e A v e n u e P e n n s b o r o , W V 2 6 4 1 5 A n g l e s S C A L E : E E T : F I T 1 o f 1 0 · 3 0 m i n . S R I E S : 4 2 - 1 9 H O R I Z O N T A L S U D E R T i l L E : 2 X B U C K I N S T A L L A l l O N PRODUCT APPROV A L I N F O R M A T I O N S H E E T F O R T H E C I T Y O F A T L A N T I C B E A C H , F L O R I D A ( * R E Q U I R E D ) *Project Address: I 0/~ /Y/'4-IN ~ r A - 7 l - & h 7 7 C S E " A C # . R . . P 2 Z . 3 3 > P e r m i t # : - - - - - - - - - - - *Owner/Project Name: $151-/t:>,P / 9 - r : J . L > J T / t J / \ J : T e » I - N $ 1 : 5 ~ As required by Florida Statute 553.842 a n d F l o r i d a A d m i n i s t r a t i v e C o d e R u l e 9 B - 7 2 , p l e a s e p r o v i d e t h e i n f o r m a t i o n a n d p r o d u c t a p p r o v a l n u m b e r ( s ) f o r the building components listed below a s a p p l i c a b l e t o t h e b u i l d i n g c o n s t r u c t i o n p r o j e c t f o r t h e p e r m i t n u m b e r l i s t e d a b o v e . Y o u s h o u l d c o n t a c t y o u r product supplier if you do not know the p r o d u c t a p p r o v a l n u m b e r f o r a n y o f t h e a p p l i c a b l e l i s t e d p r o d u c t s . I n f o r m a t i o n r e g a r d i n g s t a t e w i d e p r o d u c t approval may be obtained at: www.florid a b u i l d i n g . o r g . Category/Subcategory M a n u f a c t u r e r P r o d u c t D e s c r i p t i o n L i m i t a t i o n o f U s e S t a t e # L o c a l # A. EXTERIOR DOORS 1. Swinging IN-"l~ J ~ r . . . , . , , . A " ' , . . f - , c J 2 J ~ c , t ; . F I I J N I J / 1 1 H ' I H Z . . F t . I P 2 ' K J 1 3 . ~ 't-11R._ ' i f f " J " I J v S , 2. Sliding • 4 3. Sectional 4. Garage Roll-Up 5. Automatic 6. Other B.WINDOWS 1. Single hung 2. Horizontal slider 51/V'll>T) ~ - p e . ( h ? , } ( w , t , A , . , J , ~ N t J N l + V J , 1 - Z . F ' L . . # 5 J - ; c , , q 3. Casement 4. Double hung 5. Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other P a g e 1 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 Category /Subcategory M a n u f a c t u r e r P r o d u c t D e s c r i p t i o n L i m i t a t i o n o f U s e S t a t e # L o c a l # C. PANEL WALL 1. Siding 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 2. Underlayments 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 17.0ther P a g e 2 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 Category/Subcategory M a n u f a c t u r e r P r o d u c t D e s c r i p t i o n L i m i t a t i o n o f U s e S t a t e # L o c a l # 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. ~ P a g e 3 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 In addition to completing the above list o f m a n u f a c t u r e r s , p r o d u c t d e s c r i p t i o n a n d S t a t e a p p r o v a l n u m b e r f o r t h e p r o d u c t s u s e d o n t h i s p r o j e c t , t h e Contractor shall maintain on the job sit e a n d a v a i l a b l e t o t h e I n s p e c t o r , a l e g i b l e c o p y o f e a c h m a n u f a c t u r e r ' s p r i n t e d s p e c i f i c a t i o n s a n d i n s t a l l a t i o n instructions along with this Product Appr o v a l S h e e t . I certify that this product approval list is t r u e a n d c o r r e c t t o t h e b e s t o f m y k n o w l e d g e . I f u r t h e r c e r t i f y t h a t u s e o f d i f f e r e n t c o m p o n e n t s o t h e r t h a n t h e ones listed in this document must be ap p r o v e d b y t h e B u i l d i n g O f f i c i a l . *Contractor Name (Print Name): !JAY / I ) t ' ~ * C o n t r a c t o r S i g n a t u r e : ~ *Company Name: ~~ 8VI L O / a Z . S 1 . - L . C . *Mailing Address: QJ l~ Pt:>INLIA N A - l ! . f > *City: NEPfJ)NF B~ * S t a t e : _ A - _ _ _ _ _ _ _ _ * Z i p C o d e : _ _ ~ _ - _ U _ _ ~ _ ( . _ _ _ _ _ _ _ _ *TelephoneNumber: (C/~t/)~,( J - 1 7 3 7 * E - m a i l A d d r e s s : _ ( ' i _ 9 _ t ' _ t / - ) _ ~ _ _ 6 _ - _ \ . _ - J _ ~ - - - - - - - - - - - Cell Phone Number: Co/t>lJ) ~ (d: , > - / 7 3 7 F a x N u m b e r : ( C J t J l / ) . 2 . Y / - 5 3 7 7 - - - - ~ - - - - - - - - - - - - - - - - - - P a g e 4 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us EJ Revision to Issued Permit OR D Corrections to Comments Project Address: 1018 MAIN STREET, ATLANTIC BEACH FL 32233 Contractor/Contact Name: DAVID OSBORN -OSBORN BUILDERS LLC **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. PERMIT#: RESA21-0012 Date: 10/01/2021 Contact Phone: (904) 860-1737 Email: DAVID@OSBORNBUILDERS.COM -'---'----------- Description of Proposed Revision / Corrections: REVISED SURVEY SHOWING SET BACKS & WATER RETENTION/DRAINAGE 1 DAVID OSBORN -OSBORN BUILDERS LLC affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original subm ittal? EJNo L_J Yes (additional s.f. to be added: ____________ ) •~ill proposed revision/corrections add additional increase in building value to original submittal? ~No Dves (additional increase in building va lue:$ _______ ~ (Contractor must sign if Increase In valuation) *Signature of Contractor/Agent: ______________________ _ (Office Use Only) Q'Approved D Denied D Not Applicable to Department Permit Fee Due$ _____ _ Revision/Plan Review Comments. ____________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updated 10/17/18 ITTUNIVERSAL® c:!::JENGINEERING SCIENCES Grounded in Excellence Geot echnical Engineering Construction Mate ria ls Testing & Inspect ion Building Cod e Compli a nce Occupational ~ealth & Safety En vi ron men t al Building Env e lope September 22, 2021 Goodson, Bergen, and Associates 10175 Fortune Parkway-Suite 403 Jacksonville, Florida 32256 Attention: Reference: Mr. Jeffrey Bergen Bishop Residence -1018 Main Street Atlantic Beach, Florida UES Project No. 0930.2100222.0000 and Report No. 1900250 Dear Mr. Bergen: A representative of Universal Engineering Sciences performed a recent site visit on September 10, 2021 to perfonn one (1) auger boring to a depth of 6 feet below the existing ground surface. The auger boring was drilled in general accordance with the methodology outlined in ASTM D 1452. A summary of this field procedure is included in the Field Procedures section of Appendix A. Representative soil samples recovered from the auger borings were returned to our laboratory for further evaluation. The boring generally encountered fine sand with silt and few organics/roots (SP-SM) in the upper 0.5 feet underlain by fine sand (SP) to the boring tennination depth of 6 feet. We measured the groundwater level at the boring location at a depth of 3.9 feet below the existing ground surface. The boring location and detailed subsurface conditions are illustrated in the attached boring Location Plan and Boring Log. It should be noted that soil conditions will vary away from the boring location. Based on the results of thls boring, we estimate the seasonal high ground water will be encountered at a depth of 3 feet below the existing ground surface at the time of our exploration. We also estimate the porosity of these soils to be 30 percent. Please feel free to get in touch if you have any questions or require additional information. Respectfully submitted, ~~ Staff Geotechnical Engineer • I 9.6) ig 8 \ X ( . / B OB : 9. 0' ~ (1C.O) (10.0) X X GRAPHIC SCALE 20' 0 5' 10' I .5• '~~1 20' ! ( IN FEET) (9 3) / L I NO IOENTir!CA TiON -j I X ' ( 9. I) PROPOSED ADDITION (9. 7) : (9. 7) N OJ (9.4) (9.6) (9.4) X (9. 7) X ~ (9 .6) -.-. x--.,. s.D (9.6) r-=--,-,-, 5 . 1 X N 5. 7' C', - ----0 0 OJ 0 . z O ----n< ;:o ,Tl ,Tl ;:o -j ,Tl ,Tl 0 ' L. (9.6) ~ 2 STORY VVOOD FRAM=- R ESI DEN CE #1048 ~ l "7 I / 4" CL~Al\/ OUT (9.5) 1 C. O' F .. ~ _ ~ . ( 1 Ci. ~ 8 ) 3 FOOT TALL WOOD STR~CTUR:::: 30.7' 2.0' J ' G~R.l'\GE F.F.E.(9.98) ,-G. 9 6 - (9.9)x ~ CJ) 9.7) (9.6) x, 28. 1 9.6 -~ r V - 1 ~-CONCRETE!' ~ L' DRI \/[ ;, L -,;j' _I ~ .:_ I~ (~.4l) '.. ! 26.2 ' (9/) ,,....._,_ '° (.,-J '-- >< LEGEND ~ AUGER BORING LOCATION c::i 1'i ....... ....... (/) <O <O 0 ~ ' ' z < Ol Ol I-u 0:: 0 ~ ~ 0 VJ cn a. < < < w Cl a 0:: C 0 z 0 < 0 z 0 Lu <:'i (.!) "" 0::: N Lu 0 tD 0 z 1'i 0 c:i en IL. 0 ..-") C 3:: -, Ol 0 I-0 0 ► II 0 <.:> :;.: Ill z Ill Cl ~ t- i:--: i w ~ u ~ w z u -, w < w < 0 ::J 0:: ::c (..) 0:: u Cl (.) Vl a.. z <( 0 z I-0 <( <( I-0::: __J 0::: w 0 a... 0 w _J _J 0::: l.J.... z 0.... I-0 X (/) I I-w u <( _J z <( (.) <( w <( CD 0 u :::a __J z co u c., :r: ..-I-z u 0 z w ,..... <( 0::: I-_J 0 0 I-m w <( <., EEi UN IVERSA L ENGINEERING SCIENCES PNZ NO: FIGURE A-1 UNIVERSAL ENGINEERING SCIENCES PROJECT NO.: 0930 .2100222. 0000 BORING LOG REPORT NO.: PAGE: A-1 PROJECT: GEOETECHNICAL EXPLORATION 1018 MAIN STREET BORING DESIGNATION: LA-1 SHEET: 1 Of 1 RANGE: ATLANTIC BEACH, FLORIDA CLIENT: GOODSON, BERGEN, AND ASSOCIATES LOCATION: SEE BORING LOCATION PLAN REMARKS: DEPTH (FT.) s A BLOWS N M PER6" (BLOWS/ W.T. r INCREMENT FT.) E s y M B 0 L SECTION: G.S. ELEVATION (ft): WATER TABLE(ft): DATE OF READING: EST. W.S.W,T. (ft): DESCRIPTION TOWNSHIP: DATE STARTED: 9110121 3.9 DATE FINISHED: 9110/21 9110121 DRILLED BY: JF 3.0 TYPE OF SAMPLING: ASTM D1452 ATTERBERG K ORG. -200 MC LIMITS (%) (%} (FT.I CONT. LL Pl DAY) (%) 0 -1--+-----+---+--+.,-,,--,.,+--------------------1----+---1---1---+---+-----1 -:'· ·· Dark brown fine SAND with Silt and few Organics ij a, ti (!) 0 "' (!) z w z :::, ..., 0.. (!) ,-w UJ 0:: >-"' z :.: ::! 0, 0 0 0 0 0 N N N 0 0 ;. ~ 0 (!) g (!) z - - -SL _y_ - 5- - and Roots (SP-SM) Gray to light gray fine SAND (SP) • '••I :: ., .. ,.. ... ' .... ~.:.(_..:-~: ·· ··:: • Brown to light gray-brown fine SAND (SP) .. ·. :·· ... •' '' ., ·: ... :·: '. ' : .: . ,: . . .·.· .·. ' -... ,•• .. , " a: 0 m.._ __ ...i......i... ___ .....1,, __ .....1,,_.....1,,_.....1,, _________________ ..._ __ ....., ___ L,..._...__....., __ __...,_ _ __, Goodson Bergen & Associates, Inc. Designed By: Jeffrey E. Bergen, P.E. 63060 Stormwater Treatment Calculations Project: Altman Stocks St. Lots 1-4 7/11/2019 Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V = CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where:V = Volume of Runoff to be stored (cubic feet) C = Runoff Coefficient, 0.92, the difference between impervious area (C=1.0) and undeveloped conditions (C=0.08). A = Impervious Area (square feet) R= 25-yr / 24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area = 5,114 ft2 Impervious Area (A) = 284 ft2 =5.6%IA = 1192 + 24 for entranceway = 1,216 V = 0.92 x 284.0 x 9.3 /12 V = 202 ft3 Provided Storage: Area 1 - Elevation Area Storage Cumulative Storage (ft)(ft2)(ft3)(ft3) 9.4 379.0 62 97 BOTTOM 9.2 239.0 35 35 9.0 115.0 0 0 TOB Area 2 - Elevation Area Storage (ft)(ft2)(ft3) 0.0 0.0 0 0 BOTTOM 0.0 0 0 0.0 0.0 0 0 TOB Area 3 - Elevation Area Storage (ft)(ft2)(ft3) 0.0 0.0 0 0 BOTTOM 0.0 0 0 0.0 0.0 0 0 TOB Bottom Inground Storage: = A*d/pf Total Storage Area at TOB (A) =115.0 ft2 Seasonal High Groundwater Elevation=4.0 Depth to ESHWT from BOTTOM (d) =3.0 ft, default is 2.0 ft, verify onsite ESHWT Pore Factor (pf) = 0.3 default is 0.4 Inground Storage Provided =103.5 ft3 Sideslope Inground Storage: = A*d/pf Area 1 - Elevation Area Storage Cumulative Storage (ft)(ft2)(ft3)(ft3) 9.4 379 62 97 BOTTOM 9.2 239 35 35 9.0 115 0 0 TOB 1/2 of Above Ground Storage Volume 49 CF 9.4 97 9.24 265 (ft2) 9.2 35 Average Sideslope Area-Bottom=265 115 75.24 Depth to ESHWT from BOTTOM =3.0 ft, default is 2.0 ft, verify onsite ESHWT Column height to Apply Average End area(d)=3.24 Pore Factor (pf) =0.3 default is 0.4 Inground Sideslope Storage Provided =73.2 ft3 Required Treatment Volume =202 ft3 Supplied Treatment Volume =274 ft3 1/2 Treatment Elevation Calculated 1/2 Treatment Between Elevations = 1/2 Treatment Elevation Area Retention Atlantic Beach Onsite SW Calcs Edited.xlsx 9/30/2021 DocuSign Envelope ID: 465C4011-EB34-4128-984E-B96F1589440B 10/1/2021 39.0'45.0'3.0'8.6'SLOPE:3:1SLOPE:4:1 BOT: 9.0TOB: 9.49.59.59.69.7 9.59.6 9.7 T H I S D R A W I N G N O T R E L E A S E D F O R C O N S T R U C T I O N U N L E S S S O N O T E D A B O V E 1 0 1 7 5 F O R T U N E P A R K W A Y , S U I T E 4 0 3 J A C K S O N V I L L E , F L O R I D A 3 2 2 5 6 F a x : ( 9 0 4 ) 5 1 9 - 7 7 7 6 P h o n e : ( 9 0 4 ) 5 1 9 - 7 7 7 0 E n g i n e e r i n g L i c e n s e N u m b e r : C A 3 2 9 8 7 a n d A s s o c i a t e s G o o d s o n B e r g e n C O N S U L T I N G E N G I N E E R S G B A G O R O B - 1 O S B O R N B U I L D E R S L L C B I S H O P R E S I D E N C E 1 0 1 8 M A I N S T R E E T 9 / 2 9 / 2 0 2 1 F L . P E # 6 3 0 6 0 J E F F R E Y E . B E R G E N , P E T H I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y J E F F R E Y E . B E R G E N , P E O N U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S H A A U T H E N T I C A T I O N C O D E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . J E B S T O R M W A T E R T R E A T M E N T P L A N C 1 . 0 1 : 5 N O T E S : 1 . C O N T R A C T O R T O G R A D E B A C K Y A R D P E R S P O T E L E V A T I O N S O R G U T T E R C O L L E C T B U I L D I N G A D D I T I O N A N D P I P E T O S T O R M W A T E R T R E A T M E N T A R E A . DocuSign Envelope ID: 21A843FA-0BA6-4AAD-B4BD-5AFF9EAD7D07 1 0 / 1 / 2 0 2 1 (9.S) X L /0. T/0(\) X ( . 7) X ' C) N (9. 7) X I CJ . .3 (10.0) X L D T 3LC C K N89°44'19" E '\JuO(Jo~7)~12n [ I \_____,,-) \~) I \~) X (9.J) h 0 1 8 4 1 0 2 . 0 0 ' ( P ) 1 r ' \ ( ) ( ' ) ( ' ) / - ; L , L L X ( 9 . 5 ) O U N U 1 / 2 ) J I ( 9 . I R O N P I P E 0 C ~ ) 0 ( J l 0 ( _ / ) (9.4) N O ! O E N T ! F I C A T ! O N - ~ ( 9 . 4 ) C O N C R E T E ( 9 . 4 ) X (9. ~ 1 , 1 D ) ( 9 7 ) X 5 . 1 10.0' 7 8 . J ' C ) ( 9 . 6 ) ! ( 9 . 6 ) _ , I ( x - - - ' \ ) C D / ( 9 . 6 ) X ~ 0 5 . 1 ' C ) ( 9 . 6 ) X , 2 8 . 1 . ~ C D l , . . J ~ (9.1 ) ~ C D PROPOSED ADDITION (10.0) (9.6) ~) ~~ Cc . .____ ~D ~ (9.6) ~ 4'' CLCAN OUT 6) 10. 0' ~ (9.3; 2 n n C T ' i W O C D F R f a , 1 \ 1 E ~ \ [ S I O [ i \ l C [ C ) . z 9 · - \ n ~ J J J J , T l , T l e 7 2 " O A K , ± = , ( 7 0 . J ) X ' , ~ ~ e 1 2 " O A K # 1 0 4 8 F . F . E . ( 1 0 5 8 ) M o • 1 1 " O A K . 3 F O O T I .A L L W C J C J I J ST R U C T U R E " " \ G A R A G E f - . f - . l . ( 9 . 9 o ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( 0 A ' - ~ - - - - - - - - - - 2 6 2 ' X ( I C . C ) - - - - - - - 2 < . _ _ _ _ - - - - - - - - - . ( 9 . 2 ) · x / r • c _ o - - - - - - - - - ~ - - - - - ( A . 7 ) 1 1 0 0 \ ( 9 . 9 ) x • - - - - - - : : : = - - - - - - - - - . _ _ _ _ ~ 1 X J 0 ' ) - - - - - - - - - . _ _ _ _ _ . _ _ _ _ _ _ / " - X(JO.C) C ~ , , - - - - - - . _ _ _ _ _ ' ( ' - - - - - - I \ / 8 0 r r = - - - - - x • 1 o . o • ) L 1 1 \ J E \ / 0 . 0 ) / 9 . / - - - - - - . t [ 2 - 1 x J J 1 0 ( 8 . L O T 3LO C K ( 1 0 . 1 ) X ( 1 0 . 7 ) / 0 2 . 1 5 1 1 0 2 . 0 0 ' ( P ) 1 1 6 2 • 1 o " E L M • 1 1 " O A K ( 7 0 . 2 ) X S [ T 1 / 2 ) ) l r ! O P I P E D U R D E N L . G . # 6 6 9 6 ' ) ~ _ / V / 0 0 0 X ( 9 . P O W E R P O L E 7 < : - - ~ 1 0 0 5 1 0 - - - - S C A L E I N F E E T A r e a 1 - E l e v a t i o n ( f t ) 9 . 4 9 . 2 9 . 0 N 3 7 9 . 0 2 3 9 . 0 1 1 5 . 0 P R E P A R E D F O R : D A T E : : _ _ _ _ _ _ P R O J E C T N O . . _ · _ _ _ _ D E S I G N E D B Y . _ · _ _ _ _ D R A W N B Y : _ • _ _ _ _ _ S C A L E ; . . . . • - - - - - - N o . D a t e R e v i s i o n S H E E T T I T L E S H E E T GENERAL NOTES ALL-THREAD N O T E S E P O X Y N O T E S 1. CODES USED: 2020 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS, 1. ALL-THREAD CONNEC T O R S T O B E 3 1 8 " D I A M E T E R B A R S P L A C E D A T 4 ' O . C . I N A L L B E A R I N G 1 . A N C H O R B O L T S , R E I N F O R C I N G S T E E L , T H R E A D E D R O D S , S T A I R H A N D R A I L S , A N D O T H E R E M B E D D E D S T E E L I T E M S S H A L L B E S E T I N T O H A R D E N E D C O N C R E T E W I T H E P O X Y O R E P O X Y G R O U T O N L Y W H E R E D E T A I L E D O N T H E D R A W I N G S O R W H E R E A P P R O V E D B Y T H E E N G I N E E R . APA AND ASCE7-10. WALLS, UNLESS NOTE D O T H E R W I S E O N P L A N S . 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED ADDITION IN COMPLIANCE WITH SECTION 301.1.2 2. ALL-THREAD USED IN S H E A R W A L L A N D H I G H U P L I F T T R U S S H O L D - D O W N A P P L I C A T I O N S M A Y B E OF THE EXISTING BUILDING CODE. COUNTED AS PART OF T H E D E S I G N A T E D O . C . S P A C I N G . 2 . M A N U F A C T U R E R ' S D A T A F O R A L L E P O X Y A N D E P O X Y G R O U T S H A L L B E S U B M I T T E D T O T H E 3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND 3. PLACE ALL-THREAD R O D S W I T H I N 6 " T O 1 0 " O F E A C H C O R N E R A N D A T E A C H I N T E R S E C T I O N O F AUTHORITIES HAVING JURISDICTION OVER THE WORK. BEARING WALLS. REC O M M E N D E D I N S T A L L A T I O N S E Q U E N C E I S : 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONCRETE NOTES 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LA TEST EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1½" INCHES FOR FOUNDATIONS, AND¾" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. A. PLACE SHEARWAL L R O D S ( S P E C I F I E D O N P L A N S ) B. PLACE HIGH UPLIF T R O D S ( S P E C I F I E D O N P L A N S ) C. PLACE CORNER R O D S D. PLACE ALL OTHER R O D S . 4. ALL-THREAD SHALL B E D R I L L E D A N D E P O X I E D I N T O F O O T I N G W I T H S I M P S O N S E T E P O X Y SYSTEM, OR APPROVE D E Q U I V A L E N T . A L L - T H R E A D E M B E D M E N T S F O R S H E A R W A L L S A N D H I G H UPLIFT TRUSS CONNE C T I O N S A R E S P E C I F I E D I N T H E I R R E S P E C T I V E D E T A I L S . 5. WHERE NECESSARY, A L L - T H R E A D C O U P L E R S S H A L L B E R A T E D N O T L E S S T H A N 3 2 0 0 L B S . 6. MINIMUM EMBEDMENT O F A L L - T H R E A D S H A L L B E : 6" -TYPICAL WALLS, M O N O L I T H I C F O O T I N G 7" -EXTERIOR WALLS , S T E M W A L L F O O T I N G 8" -MASONRY WALLS 7. ALL-THREAD EMBEDM E N T S F O R S H E A R W A L L S A N D H I G H U P L I F T C O N N E C T I O N S A R E S H O W N I N THEIR RESPECTIVE DE T A I L S O N T H I S S H E E T . 8. USE 2" SQUARE WASH E R S O N A L L - T H R E A D A N D A N C H O R B O L T L O C A T I O N S , U . N . O . 9. WHERE THREADED R O D S A R E N O T A B L E T O B E I N S T A L L E D D U E T O F I E L D L I M I T A T I O N S , I T I S ACCEPTABLE TO PLAC E A D O U B L E 2 X S T U D G R O U P . F A S T E N S T U D S T O G E T H E R W I T H ( 1 ) R O W OF 10d NAILS. FASTEN T H E S T U D S T O T H E T O P A N D B O T T O M P L A T E S W I T H ( 2 ) S P H . P L A C E A 1 1 2 " ANCHOR BOLT WITH 6" E M B E D M E N T W I T H I N 6 " O F D O U B L E S T U D G R O U P . 10. IN LOCATIONS WHERE S E C O N D F L O O R B E A R I N G W A L L S B E A R O N B E A M S / H E A D E R S B E L O W , I T I S ACCEPTABLE TO DRIL L T H E T H R E A D E D R O D S T H R O U G H T H E H E A D E R A N D F A S T E N T H E B O T T O M OF THE ROD WITH A 3" S Q W A S H E R A N D N U T . CONVENTION A L F R A M I N G N O T E S 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1 .4 X W1 .4 WWM OR 112" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND 1. ALL CONVENTIONAL F R A M I N G L U M B E R I S N o . 2 S Y P . TERMITE TREATED SOIL. 2. ALL ROOF RAFTER SIZ E S A R E N O T E D O N T H E P L A N S . 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY 3. FASTEN ROOF RAFTER S T O L E D G E R W I T H ( 4 ) 1 6 d T O E - N A I L S . FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. 4. FASTEN ROOF RAFTER S T O B E A R I N G W A L L S W I T H A S I M P S O N H 2 . 5 A W I T H ( 5 ) 8 d N A I L S I N T O T H E 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL CONCRETE RAFTER AND (5) 8d NAI L S I N T O T H E T O P P L A T E . REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT'. 5. FASTEN HEEL OF RAF T E R T O C E I L I N G J O I S T W I T H ( 4 ) 1 6 d N A I L S . 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR R O O F R A F T E R MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 10.3. 1112" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE FILLED. FRAMING NOTES 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2020 FLORIDA BUILDING CODE, AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON 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. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 8d=0.131"x2-1/2" 10d =0.148"x3" 12d =0.148"x3-1/4" 16d = 0.162" X 3-112" 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. BEARING CONDITION ONE STORY TWO STORY NOTES EXTERIOR WALL STUD SPACING BRITTLE FINISH WALL HEIGHT (U360) STUD SIZE AND GRADE 8 FT 9FT 10 FT 11 FT 12 FT 2X4 SPF STUD 16 12 X X X 2X4 NO.2 SPF 16 12 X X X 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 2X4 SPF STUD 16 12 .>< >< .>< 2X4 NO.2 SPF 16 12 >< X X 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 FLEXIBLE FINISH WALL HEIGHT (U120) 8FT 9 FT 10 FT 11 FT 16 16 >< >< 16 16 16 12 16 16 16 16 16 12 ><. .>< 16 16 12 X 16 16 16 16 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. 12 FT X >< 16 .>< X 16 SHEATHING N O T E S FOR WALL SHEATHING: 1. FOR STUCCO AND S T O N E : M I N ~ " O S B O R P L Y W O O D , S P A N R A T I N G 3 2 1 1 6 , I N S T A L L E D VERTICALLY, OR MIN m " O S B O R P L Y W O O D , S P A N R A T I N G 3 2 1 1 6 , I N S T A L L E D H O R I Z O N T A L L Y , T O WALL FRAMING. FAST E N W I T H 8 d N A I L S A T 6 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . 2. FOR ALL OTHER VE N E E R : M I N m " O S B O R P L Y W O O D , S P A N R A T I N G 2 4 1 1 6 , I N S T A L L E D VERTICALLY OR HORIZ O N T A L L Y , T O W A L L F R A M I N G . F A S T E N W I T H 8 d N A I L S A T 6 " O . C . O N E D G E , 12" O.C. IN FIELD (BL O C K E D P A N E L E D G E S ) O R 6 " O . C . E D G E A N D F I E L D ( U N B L O C K E D P A N E L EDGES). 3. FOR CURVED WALLS: T W O ( 2 ) L A Y E R S O F ¾ " P L Y W O O D . F A S T E N W I T H 1 0 d N A I L S A T 6 " O . C . O N EDGE AND 12" O.C IN F I E L D . O U T E R L A Y E R O F P L Y W O O D P A N E L E D G E S M U S T B E L A P P E D 2 4 " MIN WITH INNER LAYE R . S H I M F R A M I N G A S N E E D E D F O R T I G H T F I T . FOR ROOF SHEATHING: 1. FOR SHINGLE AND M E T A L R O O F : M I N m " O S B O R P L Y W O O D , S P A N R A T I N G 2 4 1 1 6 , I N S T A L L E D PERPENDICULAR TO R O O F F R A M I N G . F A S T E N W I T H 8 d R I N G S H A N K N A I L S A T 6 " O . C . O N E D G E , 12" O.C. IN FIELD. 2. FOR TILE ROOF: MIN M " P L Y W O O D , S P A N R A T I N G 3 2 1 1 6 , I N S T A L L E D P E R P E N D I C U L A R T O R O O F FRAMING. FASTEN WIT H 8 d R I N G S H A N K N A I L S A T 6 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . 3. SINGLE CLIP PANEL E D G E S . I N S T A L L P A N E L S C O N T I N U O U S O V E R T W O O R M O R E S P A N S W I T H STAGGERED END JOIN T S . W H E R E P A N E L S A R E I N S T A L L E D O V E R S I N G L E S P A N S D U E T O F I E L D CONDITIONS, BLOCK P A N E L S A T 1 2 " O . C . FOR FLOOR DECKING: 1. MIN ¾" T&G OSB OR P L Y W O O D , S P A N R A T I N G 4 8 1 2 4 , I N S T A L L E D P E R P E N D I C U L A R T O F L O O R FRAMING. FASTEN WIT H 8 d N A I L S A T 6 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . 2. USE OF APA RATED S T U R D - I - F L O O R I S A L L O W E D W I T H A M I N I M U M S P A N R A T I N G O F 4 8 1 2 4 A N D MINIMUM j" THICKNES S . FOR PORCH CEILING SHEA T H I N G : 1. MIN j" OSB OR PLYWO O D , S P A N R A T I N G 2 4 1 0 , I N S T A L L E D P E R P E N D I C U L A R T O C E I L I N G F R A M I N G . FASTEN WITH 8d NAILS A T 3 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . LOAD TABLE ROOF: LIVE LOAD: DEAD LOAD: CEILING: LIVE LOAD: LIVE LOAD-STORAGE: DEAD LOAD: FLOOR: LIVE LOAD: DEAD LOAD: DECK LIVE LOAD: WIND LOADS: WIND SPEED: EXPOSURE: IMPORTANCE: BUILDING CATEGORY: ENCLOSED BUILDING: INTERIOR PRESSURE COEFFICIENT: ROOF PITCH: 2 0 . 0 P S F 7 . 0 P S F 0 . 0 P S F 3 0 . 0 P S F 5 . 0 P S F 4 0 . 0 P S F 1 0 . 0 P S F 5 0 . 0 P S F 1 3 0 M P H C 1 . 0 I I 0 . 1 8 4 : 1 2 C O M P O N E N T A N D C L A D D I N G D E S I G N P R E S S U R E S E F F E C T I V E E N D Z O N E S , P S F I N T E R I O R Z O N E S , A R E A , S F P S F 0 - 2 0 2 4 . 4 - 3 2 . 0 2 4 . 4 - 2 6 . 6 2 0 - 5 0 2 2 . 9 - 2 8 . 8 2 2 . 9 - 2 5 . 3 5 0 - 1 0 0 2 1 . 6 - 2 7 . 2 2 1 . 6 - 2 4 . 0 1 0 0 - 2 0 0 2 0 . 8 - 2 4 . 4 2 0 . 8 - 2 2 . 9 E N G I N E E R F O R A P P R O V A L P R I O R T O I N S T A L L A T I O N . A C C E P T A B L E E P O X Y P R O D U C T S A R E : H I L T I H Y 1 5 0 , H I L T I H S E 2 4 2 1 , S I M P S O N S T R O N G - T I E S E T O R A P P R O V E D E Q U A L . I N U S I N G T H E A B O V E P R O D U C T S , F O L L O W S T R I C T L Y T H E M A N U F A C T U R E R ' S S P E C I F I C A T I O N S A N D D I R E C T I O N S F O R M I X I N G A N D A P P L I C A T I O N . H E E D A L L L A B E L W A R N I N G S . I N S T A L L I N A C C O R D A N C E W I T H A P P L I C A B L E S A F E T Y L A W S . 3 . A L L E P O X Y A N D E P O X Y G R O U T S H A L L D E V E L O P A M I N I M U M C O M P R E S S I V E S T R E N G T H O F 8 , 0 0 0 P S I A N D T E N S I L E S T R E N G T H O F 2 , 3 0 0 P S I . 4 . A L L H O L E S S H A L L B E D R I L L E D W I T H A D I A M E T E R N O L A R G E R T H A N 1 1 8 " G R E A T E R T H A N T H E D I A M E T E R O F T H E S T E E L M E M B E R B E I N G I N S T A L L E D . 5 . A L L H O L E S S H A L L B E C L E A N E D W I T H C O M P R E S S E D A I R A N D S H A L L B E D R Y P R I O R T O I N S T A L L A T I O N O F E P O X Y . H O L E S S H A L L B E F R E E O F A L L D E L E T E R I O U S M A T E R I A L S U C H A S L A I T A N C E , D U S T , D I R T , A N D O I L . 6 . C O N T R A C T O R P E R F O R M I N G E P O X Y W O R K S H A L L B E A N A P P R O V E D C O N T R A C T O R B Y T H E M A N U F A C T U R E R F U R N I S H I N G T H E E P O X Y M A T E R I A L S , A N D S H A L L H A V E N O L E S S T H A N F I V E Y E A R S E X P E R I E N C E I N T H E V A R I O U S T Y P E S O F E P O X Y R E L A T E D W O R K R E Q U I R E D I N T H I S P R O J E C T . A N O T A R I Z E D C E R T I F I C A T I O N F R O M T H E M A N U F A C T U R E R A T T E S T I N G T O T H E T R A I N I N G S H A L L B E S U B M I T T E D T O T H E E N G I N E E R / A R C H I T E C T A L O N G W I T H T H E P R O P O S A L T O D O T H E W O R K . - 2 8 ' - 0 " • , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 I I I I , , . . - , f 1 \ I I / 1 " \ . . S 1 . 0 1 ' 1 I A \ s 1 . 0 1 } ' I ! / 1 ~ , . _ . . . . . . . , , , , 1 = = = = = = = = = = = = = = = = : ' \ S 1 . 0 1 _ I 4 " 3 0 0 0 P S I C O N C R E T E S L A B W I T H 6 X 6 W 1 . 4 X I I ~ W 1 . 4 W W M O R 1 1 2 " F I B E R M E S H O V E R A 6 M I L . I ~ V A P O R B A R R I E R A N D T E R M I T E T R E A T E D S O I L . ~ I - - ~ - - , ~ l ' = = = = = = = = = = = = = = = = = ' . l ~ r - J _ - I I I " " I I I I - T - - - - i - - - - , - - - - - , - - - - - i - - - - - T - : I I I I I I I I I I I I , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 I I I I I I I I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7 , - - - - - - - - - - - - - - - 7 L _ _ l I I , - - J I I I I I ~ , - - - - - - - - - - - - - - - - - - ~ I I I L _ I r _ _ _ J L _ _ _ j I I ~ - ~ ' - ~ - - - - - - - - - i - ~ ' - - - - - - ~ 0 ~ 4 ~ 1 ~ . . N D A T I O N P L A N 0 3 0 " x 3 0 " x 1 2 " D E E P F O O T I N G W I T H ( 3 ) # 5 B A R S E A C H W A Y S 1 . 0 1 S 2 . 0 1 S 3 . 0 1 S H E E T I N D E X G E N E R A L N O T E S F O U N D A T I O N P L A N A N D D E T A I L S F I R S T L E V E L F R A M I N G P L A N F R A M I N G D E T A I L S - F O O T I N G A N D S L A B P O U R E D W I T H 3 0 0 0 p s i C O N C R E T E W I T H F I B E R M E S H . F I N I S H E D ~ - - . " . · . , _ ~ · · , . . . _ . . . : ~ G R A D E 7 ~ _ 4 4 • ~ J 7 ' e o , . • • A f = ' - r n : 1 : : ! - · 1 c J I l ~ l . . · - ' r r - ' - ~ I ~ I = • : 1 1 1 = I I 6 M I L V A P O R B A R R I E R O R E Q U I V A L E N T 1 1 1 1 " = 1 . . - , , 1 - 1 1 1 - W A T E R P R O O F I N G B E T W E E N C O M P A C T E D = : ' . l i T [ ' . : • ~ : : , . . ~ m : : : : f f S U B B A S E A N D F O O T I N G / S L A B I J I I . ~ = d e l i I 1 l - U ' ~ f - O N E ~ T O R Y . X : 1 2 ~ . W I T H ( 2 ) # 4 1 - . . L - , , , _ - , , , l t - , T W O S T O R Y . X 1 6 W I T H ( 3 ) # 4 T H R E E - S T O R Y : X = 2 0 " W I T H ( 3 ) # 5 8 " T H I C K E N E D E D G E W I T H ( 1 " ) # 4 1 2 " # 5 R E I N F O R C E M E N T B A R S A T 4 8 " O . C . M A X r E X I S T I N G F O U N D A T I O N - , . · - , ~ 1 / / / 7 - l ~ ~ w r t = I I ; w I I I I : : I ~ : : : - j l ~ l l l l l i ' l l l l i ' l l f l ~ l l l l l i ' l l l l l 1 1 1 1 . ' , W I I " 1 1 1 1 ! i l l , I , i l l , I i l l 1 I ' 1 1 1 = - - ~ E C T I O N i 2 / i 3 / 4 " = 1 ' - 0 " T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y G E O F F G A R T N E R , P E , U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D W I T H O U T T H I S S T A T E M E N T . ( F A G 6 1 G 1 5 - 2 3 . 0 0 5 ( D ) & 6 1 G 1 - 1 6 . 0 0 5 ) . 0 C l i i ; : a . C l < ( C l > - ; : " ' C l ~ " ' > " ' l ; l w C l ' . - 0 " ' z < ( t - z ~ w " . c " E z 0 a ( ) z 0 . c i = C l ' . 0 a . 0 7 i i ' u _ ( ) 0 ( / ) w w = > 0 ( / ) ~ 0 z - ( / ) w ( ' ) c : : : ( ) ( ' ) N w z I - N 0 w U J ( ' ) _ J . . . J 0 U J u . - - 0 : : : : ) ( / ) I - I C l ) t ) e n w z < ( c : : : < ( U J z [ l J c : : : a . . : ; ! : t ) 0 0 0 0 ~ I - 0 z e n I ~ < ( ( / ) ( / ) _ J ~ 0 e n - s : . " ' 0 . c ' ) I s : . A ' C J j ~ " ' . c C l ' . " ; : 0 ~ u _ e C l . . J , ~ w m C l C . . ; a ~ C . 0 ( ) < ( 0 0 a , " ' u N ' ° C : " ' < O 0 , . . . . C l : / 1 i i i : C : W < ( . , a . ( ) : , m m e n . . , . . , C : · c · c : 0 0 0 U ) ( ) u : : : u : : : Q ) " " ' 0 ~ " ' ( . ? ( ) 1 ' i ~ . ! l " ' Q ) · - ~ " O a u _ C : ( / ) - - < ~ a f t s l ! : ! m < i : - " ' 0 " ' m - ~ ' E = g N " ' > . 0 C - ( / ) 0 . . N o ~ " ! @ 0 n : l ~ " ' 7 0 , S h e e t N o . S 1 . 0 1 I PATIO IV -KITCHEN (2) 2X6 2:1 " 0 • ' I ~ ~P. (2) 2X6 2:1 EXTENDED FAMILY ROOM D • (4) 24" LVL RAISED "' (2) 2X6 2:1 (Ez) I (3) 2X12 RAISED ,P,._'>---<'-'S:::, If', I 0 I I I 0~}~-~T LEVEL WALL PLAN 7 w : : ; ; s a l : : : : l L L < ( z ; ; : O o O z : : : j W < ( I D ~ ~ r----------------------------------------------------------------------------------------------- - - - 1 NEW ROOF BELOW I II I II I II (2) 2X8 2:1 O.~S-~ND LEVEL WALL PLAN ~ ~ r - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - 1 I I I I I I I I I I I I I I I I I I ~ I ! 0 ~ } ~ - ~ T L E V E L R O O F P L A N R O O F F R A M E D W I T H : • S E E S P A N T A B L E O N T H I S P A G E F O R R A F T E R A N D J O I S T S I Z E S A N D S P A C I N G . • C O M M O N A N D H I P R I D G E B E A M S A R E O N E N O M I N A L S I Z E L A R G E R T H A N T H E R A F T E R S , U N L E S S N O T E D O T H E R W I S E . • S L E E P E R S A R E O N E N O M I N A L S I Z E L A R G E R T H A N S U P P O R T E D R A F T E R S . • 2 X L E D G E R S , S A M E S I Z E A S A T T A C H E D R A F T E R . S E E C O N V E N T I O N A L F R A M I N G N O T E S F O R F A S T E N I N G S P E C I F I C A T I O N S . f 3 \ . . , S 3 . 0 1 F R A M I N G N O T E S A N D L E G E N D T O P A N D B O T T O M P L A T E M A T E R I A L : 2 x N o . 2 S Y P , U N O . 2 x N o . 2 S P F , U N O . S T U D M A T E R I A L : H E A D E R S : A L L H E A D E R S A R E ( 2 ) 2 x 6 N o . 2 S Y P W I T H T W O K I N G S A N D O N E C R I P P L E , U N O . F A S T E N H E A D E R L U M B E R T O G E T H E R U S I N G ( 2 ) R O W S O F 1 6 d ( 0 . 1 4 8 " X 3 . 5 " ) C O M M O N N A I L S A T 1 2 " O N C E N T E R U S E O S B S H I M S A S N E C E S S A R Y T O M A K E T H E H E A D E R T H I C K N E S S E Q U A L T O T H A T O F T H E W A L L I T I S I N . S E E T H E H E A D E R D E T A I L F O R F A S T E N I N G S P E C I F I C A T I O N S . H E A D E R N O T A T I O N I S : j r - - - - - N U M B E R O F P L I E S I N H E A D E R I N U M B E R O F K I N G S T U D S ( 2 ) , 2 x 6 , 2 : 1 ~ N U M B E R O F C R I P P L E S T U D S S I Z E O F D I M E N S I O N A L L U M B E R P O R C H / G L U L A M B E A M V O O O O Z Z Z Z Z I Z I Z I A I N T E R I O R B E A R I N G W A L L 1 - S T O R Y T H R E A D E D R O D I N D I C A T E S G L A 2 I N G C L A S S I F I E D A S E N D Z O N E . A L L O T H E R G L A 2 I N G L O C A T E D O N E X T E R I O R O F S T R U C T U R E W I L L B E C L A S S I F I E D A S I N T E R I O R Z O N E . S E E " C O M P O N E N T A N D C L A D D I N G D E S I G N P R E S S U R E S , " O N C O V E R S H E E T . A B B R E V I A T I O N S : I C R L V L M I R M S R o . c . O S B S I M S P F S P H S Y P T Y P U N O C A N T 0 0 I N T E R M E D I A T E C R I P P L E S R E Q U I R E D . H E A D E R T O C R I P P L E S W I T H S D W C 1 5 6 0 0 S C R E W S . 1 . 7 5 " W I D E 2 . 0 E T R U S J O I S T 2 . 0 E M I C R O L A M L V L O R E Q U I V A L E N T M I R R O R . M A C H I N E S T R E S S R A T E D L U M B E R . O N C E N T E R . O R I E N T E D S T R A N D B O A R D . S I M I L A R . S P R U C E P I N E F I R . S T R U C T U R A L P A N E L H E A D E R . S O U T H E R N Y E L L O W P I N E . T Y P I C A L . U N L E S S N O T E D O T H E R W I S E . C A N T I L E V E R V E R I F Y O R P L A C E S T U D G R O U P U N D E R B E A M B E A R I N G . N U M B E R O F S T U D S E Q U A L S T H A T O F B E A M P L Y , M I N 2 S T U D S . F A S T E N B E A M T O S T U D G R O U P W I T H ( 2 ) M S T A 2 4 . F A S T E N S T U D G R O U P T O F O O T I N G W I T H L T T 2 0 B . U S E 1 0 d N A I L S I N A L L H O L E S . I F T H R E A D E D R O D I S W I T H I N 1 2 " O F B E A R I N G , N O L T T 2 0 B I S R E Q U I R E D . F A S T E N L A S T S T U D O F P R O P O S E D W A L L T O E X I S T I N G F R A M I N G W I T H 1 0 d N A I L S A T 3 " O . C . 0 2 x 6 N O . 2 S Y P L E D G E R C • F A S T E N T O E A C H S T U D / T R U S S V E R T I C A L W I T H ( 3 ) 1 / 4 " X 4 " W O O D S C R E W S 0 • F A S T E N T O B A N D B O A R D W I T H ( 3 ) R O W S O F 1 / 4 " X 4 " W O O D S C R E W S A T 1 6 " O . C . F A S T E N B E A M T O L V L W I T H H U 2 1 2 - 3 W I T H ( 1 0 ) . 1 4 8 X 3 " N A I L S I N T O B E A M A N D ( 2 2 ) . 1 6 2 X 3 ½ " N A I L S I N T O L V L . C O N V E N T I O N A L F R A M I N G - C E I L I N G 1 0 P S F L I V E L O A D , 5 P S F D E A D L O A D 1 . 0 0 D U R A T I O N F A C T O R G R A D E , N o . 1 N o . 2 S Y P S P A C I N G 1 6 " 2 4 " 1 6 " 2 x 4 1 1 ' - 3 " 9 ' - 1 0 " 1 0 ' - 9 " 2 x 6 1 7 ' - 8 " 1 5 ' - 6 " 1 6 ' - 1 1 R 2 x 8 2 3 n - 4 1 1 2 0 ' - 5 " 2 1 ' - 7 " 2 x 1 0 2 6 ' - 0 " 2 3 ' - 1 1 " 2 5 ' - 7 " C O N V E N T I O N A L F R A M I N G - R O O F G R A D E , S Y P S P A C I N G 2 x 6 2 x 8 2 x 1 0 2 x 1 2 2 0 P S F L I V E L O A D , 1 0 P S F D E A D L O A D 1 . 2 5 D U R A T I O N F A C T O R N o . 1 N o . 2 1 6 " 2 4 " 1 6 " 1 4 ' - 1 " 1 2 ' - 3 " 1 3 ' - 5 " 1 8 ' - 6 " 1 6 ' - 2 " 1 7 ' - 1 " 2 3 " - 2 " 1 8 ' - 1 1 " 2 0 ' - 3 " 2 6 ' - 0 " 2 2 ' - 6 " 2 3 ' - 1 0 " 2 4 " 9 ' - 3 " 1 3 ' - 1 1 " 1 7 ' - 7 " 2 0 ' - 1 1 " 2 4 " 1 1 ' - 0 " 1 3 ' - 1 1 " 1 6 ' - 6 " 1 9 ' - 6 " T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y G E O F F G A R T N E R , P E , U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D W I T H O U T T H I S S T A T E M E N T . ( F A C 6 1 G 1 5 - 2 3 . 0 0 5 ( D ) & 6 1 G 1 - 1 6 . 0 0 5 ) . " ' " ' l ; l - N ~ . c E a z . c 0 7 ( / ) c : : : w 0 . . . J - : : ) e n z c : : : 0 e n ( / ) 0 s : . . c C l ' . ~ u _ ~ w " 0 C l i i ; : a . C l < ( C l > - ; : " ' C l ~ > w C l ' . 0 z < ( t - z w " " z 0 ( ) 0 i = C l ' . a . 0 i i ' u _ ( ) 0 ( / ) w w = > 0 ( / ) ~ 0 z - w ( , ) z I - w U J 0 U J - 0 : : ( / ) I - C l ) w z c : : : < ( a . . : ; ! : 0 0 0 ~ 0 I ~ ( / ) e n s : . . c A ' C J j ~ " ; : e C l m C l C . ~ C . ( ) < ( z . . . J < ( w . . . J > a . . ~ C 9 I - ~ e n ~ ~ ~ L L 0 u C : C l C : . , : , e n C : 0 U ) ( ) Q ) " " ' ~ ( . ? ~ Q ) " O C : - < ~ < i : ~ N 0 N @ S h e e t N o . ( ' ) ( ' ) N N ( ' ) . . . J u . I t ) < ( U J [ l J t ) I - z < ( . . . J ~ - N 0 ' ) I " ' 0 . . J , . ; a " a , N N ' ° " ' " ' 0 , . . . . : / 1 i i i : W < ( a . ( ) m m . . , . . , · c · c 0 0 u : : : u : : : 0 " ' ( ) 1 ' i . ! l " ' · - ~ a u _ ( / ) - a f t s l ! : ! m - " ' 0 " ' m - ' E = g " ' > . C - ( / ) 0 . . o ~ " ! 0 n : l ~ " ' 7 0 , S 2 . 0 1 • • • • 11111 I "' 7 "' ?" . . " . 2X SYP ROOF RAFTERS. SEE TABLE FOR SIZE AND SPACING. SEE CONVENTIONAL FRAMING NOTES FOR FASTENING SPECIFICATIONS. (2) 2x NO. 2 SYP TOP PLATE ~--11/," ALL THREAD CONNECTORS. SEE ALL-THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. •ALTERNATE HURRICANE TIE-DOWNS' • TOP PLATE TO STUD: SDWC15600 AT 32" O.C. • STUD TO BOTTOM PLATE: SDWC15450 AT 32" O.C. AT ROOF • STUDS TO BEAM OR STUDS BELOW WITH MSTA48 AT 32" O.C. • • I 2X STUDS. SEE STUD TABLE FOR SIZE AND SPACING. 2X NO. 2 SYP PT BOTTOM PLATE. SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. 1. SEE SHEATHING NOTES FOR ROOF, WALL AND FLOOR SHEATHING SPECIFICATIONS. 2. TOP PLATES FASTENED WITH (2) ROWS 10d AT 16" 0.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. 3. APPLY 112" ANCHOR BOLTS OR TITEN ANCHORS AT EACH SIDE OF BOTTOM PLATE SPLICES. • I ' "' "' "' "' 1--'\ ~ '\ "' "' "' "' TOP PLATE TO HE A D E R W I T H ~ SDWC15600 AT 12" 0 . C . ---------~-~~ ~r-----, ~~~ "' I'---~ vv "' vv / -TOP PLATE T 0 KIN G S T U D S W I T H -SDWC15600. I'-----N0.2SYPH EADER , T Y P . S E E SIZE, P L I E S , A N D KINGS A N D C R I P P L E S . 7 PLANS FOR NUMBER OF r-----CRIPPLES T 0 HEA D E R W I T H H (1) S D W C 1 5 6 0 0 . MSTA18WIT v-KING STUDS BETWEEN A & CRI P P L E S : ( 6 ) 1 6 d DJACE N T K I N G S T U D S ES. AND CRIPPL ?" BOTTOM PLA V-STUDS WITH TE TO K I N G / C R I P P L E SDW C 1 5 4 5 0 . BOTTOM PLA TETO B A N D MBEL O W W I T H AT 12" 0 . C . BOARD/BEA SDWC15450 EXISTING FL OORS Y S T E M . ©~·~!.DER DETAIL - - ~ ~ ~ t ' - - . . , - - ~ - / / l ~ , ~ ~ / l / l , ~ ~ ~ r - - I " - - - - , , - - - - - - - - - - - - - - - - , . _ - - I > ~ / l E D G E O F A L L T H R E A D W A S H E R M U S T B E W I T H I N 3 " O F T H E H E A D E R K I N G S T U D , T Y P B O T H S I D E S O F O P E N I N G . N O . 2 S Y P H E A D E R , T Y P . S E E P L A N S F O R S I Z E , P L I E S , A N D N U M B E R O F K I N G S A N D C R I P P L E S . K I N G S T U D S & C R I P P L E S : ( 6 ) 1 6 d B E T W E E N A D J A C E N T K I N G S T U D S A N D C R I P P L E S . I > ~ / l ~ ~ I > / l I : , / l ' ' ~ / l ~ 0 Y 4 ~ ~ ! C A L H E A D E R F R A M I N G D E T A I L N O T E S 1 . I F O P E N I N G S A R E L O C A T E D B E T W E E N S T A N D A R D A L L T H R E A D S P A C I N G , N O A D D I T I O N A L C O N N E C T O R S A R E R E Q U I R E D F O R T H E H E A D E R , C R I P P L E S , K I N G S O R T O P P L A T E . I I I H ~ 1 1 1 1 I l l 1 1 1 1 I ~ I I ~ R O O F R A F T E R S . S E E P L A N A N D C O N V E N T I O N A L F R A M I N G N O T E S . E X I S T I N G S E C O N D F L O O R W A L L . N E W L V L B E A M . S E E P L A N F O R S I Z E A N D N U M B E R O F P L I E S . N E W B E A M . S E E P L A N A N D N O T E D I S 3 . 0 1 F O R S I Z E , N U M B E R O F P L I E S A N D C O N N E C T I O N D E T A I L S . E X I S T I N G F L O O R S Y S T E M . C E I L I N G J O I S T S . S E E P L A N A N D C O N V E N T I O N A L F R A M I N G N O T E S . E X I S T I N G F I R S T F L O O R W A L L T O B E R E M O V E D . @ ~ S . ! I O N A T B E A M " ' 2 ' - 0 " R A F T E R S P A C I N G , M A X . S E E P L A N - + - - - - - 1 ' - 0 " - - - - + • + R O O F S H E A T H I N G . S E E W A L L S E C T I O N S . 2 x R A F T E R . S E E C O N V E N T I O N A L F R A M I N G P L A N F O R S I Z E A N D S P A C I N G . 2 X O U T L O O K E R S A T 2 4 " O . C . F A S T E N T O R A F T E R A N D W A L L W I T H ( 3 ) 1 0 d T O E - N A I L S . ( 2 ) 2 X P L A T E . S E E W A L L S E C T I O N S . S D S S C R E W S A T 1 2 " O . C . S T A G G E R E D . M I N I M U M E D G E D I S T A N C E = 2 " M I N I M U M E N D D I S T A N C E = 2 " S C R E W L E N G T H P E R T A B L E : 2 - P L Y : S D S 2 5 3 1 2 3 - P L Y : S D S 2 5 5 0 0 4 - P L Y : S D S 2 5 6 0 0 S C R E W S S T A G G E R E D E A C H F A C E . L V L / B E A M . S E E P L A N F O R S P E C I F I C A T I O N S . N E W B E A M . S E E P L A N F O R P L I E S A N D N U M B E R O F P L I E S . E X I S T I N G F L O O R J O I S T S . C U T T O F I T N E W B E A M . F A S T E N J O I S T T O B E A M W I T H L U S . E X I S T I N G F I R S T F L O O R W A L L T O B E R E M O V E D . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y G E O F F G A R T N E R , P E , U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D W I T H O U T T H I S S T A T E M E N T . ( F A C 6 1 G 1 5 - 2 3 . 0 0 5 ( D ) & 6 1 G 1 - 1 6 . 0 0 5 ) . ~ E a z - g 7 s : . ( / ) c : : : w 0 . . . J - : : ) e n z c : : : 0 e n ( / ) 0 . 0 " ' ~ " - ~ w " 0 z - w ( ) z I - w U J 0 U J - 0 : : ( / ) I - C l ) w z c : : : < ( : ; ! : a . . 0 0 0 ~ 0 I ~ ( / ) e n s : . . c A ' C J j ~ " ; ; : m e , ~ 0 e " C . C . < ( C J ) . . . J - ~ w 0 C J z - ~ ~ L L 0 u C : C l C : . , : , e n C : 0 U ) ( ) Q ) " " ' ~ ( . ? ~ Q ) ' O C : - < ~ < i : ~ N 0 N @ S h e e t N o . ( " ) ( " ) N N ( " ) _ J L L . I t ) < ( U J [ l J t ) I - z < ( _ J ~ - N 0 ' ) I " ' 0 . . J , . ; a " a , N N ' ° " ' < O 0 , . . . . : / 1 i i i : w < C I L O m m . . , . . , · c · c : 0 0 u : : : u : : : 0 " ' 0 g j . i i " ' · - ~ a " - ( / ) . a f t s l ! : ! m - " ' 0 " ' m - ' E = g " ' > . C - ( / ) 0 . . o ~ " ! 0 n : l ~ M 7 O > S 3 . 0 1 RESA21-0012NOT FILED NOTICE OF COMMENCEMENT State of_~--~-~-~_'# ____ _ Tax Folio No . ------------- County of tJVY8J- To Whom It May Concern : The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved:--------------~------------- /~-~'/ l7-:2'S-2'1£ sec# A--~ 8EAet.l-ur~ BJ.K 1e11 Address of property being improved: /t')/IJ /11/9-Jh!!,,T. ,9-'JZ,lf),,qfe:_. ~ fl 32~!, a. General description of improvements: Al-PD/77~/Y tffl~ ~t,F #t,l,IS,E. Owner: ..1$#N 81~ Address :/t,JB/f,l,9-/Ntt;;,T: ~~~ Fl-3Z-Z..,1,3 Owner's interest in site of the improvement: __,,./?-~~_,m._'_~-!f:J--~~----------------------- Fee Simple Titleholder (if other than owner): ____________________________ _ Name: _____________________________________ _ Contractor: O&Jll ~JtN-t:>S&ll!N 8PJU?~ LJ.L...-t:::,B~;t..;'8,;z,6 Address: k}Jt!J JCIP/Na,,9-/Y;f-e>::J, /(~$~ fl-~~ Telephone No.:C9a/J~-r~ 7 Fax No: C'1tJt.t)~"ll-s777 Surety (if any) _____________ ~------------------------ Address: ______________________ Amount of Bond$ ________ _ Telephone No: _________ _ Fax No: ___________ _ Name and address of any person making a loan for the construction of the improvements Name: -------------------------------------- Address: ___________________________________ _ Phone No: ___________ _ Fax No : ___________ _ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name:-------------------------------------- Address: _____________________________________ _ Telephone No: __________ _ Fax No: ___________ _ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2) (b), Florida Statues. (Fill in at Owner's option) Name: _____________________________________ _ Address: ____________________________________ _ Telephone No: __________ _ THIS SPACE FOR RECORDER'S USE ONLY Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab .us PERMIT#: RESA21-0012 D Revision to Issued Permit OR 0 Corrections to Comments Date: 06/29/2021 Project Address: 1018 Main Street Atlantic Beach FL 32233 Contractor/Contact Name: David Osborn-Osborn Builders LLC-(904)860-1737 Contact Phone: Email: david@osbornbuilders.com ------------- Description of Proposed Revision/ Corrections: Providing the documents for the correction comments. I have the updated survey, product approvals, the tree and vegetation affidavit, a site plan with impervious calculation and on site storage run-off to meet requrements of SECTION 24-66 b, and the signed energy calcs. 1_0a_vi_d0s_bo_m_-0_sbom_s_u_ud_ers_L_Le-_<_904_)8_6_0._17_37 __ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? 0No O Yes (additional s.f. to be added: ____________ ) •r,,W.i l l proposed revision~~orrec:ions ad~ add'.ti~nal increase in building value to original submittal? ~No D*Yes (add1t1onal increase in building va lue:$ _________ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: _______________________ _ (Office Use Only) ~pproved D Denied D Not Applicable to Department Permit Fee Due $ ------ Revision/Plan Review Comments ______________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updated 10/17 /18 ,,-..., J r' Permit Number: RESA21-0012 Applied:6/15/2021 Issued: Status: RECEIVED Parent Per mit: Parent Project: Details: Approved: Finaled: SENT DATE RETURNED DUE DATE DATE Review Group: AUTO 6/15/2021 6/15/2021 Notes: 8 ATTACHMENTS FROM david@osbornbuilders.com 6/15/2021 6/22/2021 6/29/2021 Notes: Description: ADDITION AND REMODEL Site Address: 1018 MAIN ST City, State Zip Code: Atlantic Beach, Fl 32233 Applicant: <NONE> Owner: BISHOP JOHN HENRY Contractor: <NONE> ~· TYPE CONTACT SUBMITTAL Permit Tech COMPLETENESS ZONING Zoning STATUS APPROVED DENIED REMARKS Trees: Please submit a tree removal permit for removal of any trees6 inches in diameter and greater. If no trees are being rembved, please submit a tree and vegetation affidavit. Survey: Please submit a survey showing setbacks to existing and proposed structures. 6/15/2021 6/23/2021 6/29/2021 BUILDING Building DENIED Notes: Correction Comments: 1. Please submit the product approval number and information for the siding and soffit material as well as the manufacturer's installation instructions for the products. 2. Submit the product approval number for the roofing materials to be used. Installation instructions are not needed for shingle roof systems. 3. I will accept the energy calculations with the exception that page 1 of 4 needs to have the owner agent sign and date in order to be completed and the EPL Display page needs to have the builder sign, date and fill in the information for the address of the project. FYI, for future projects, additions to existing buildings shall use FORM R402-2020 for Florida Building Code, Energy Conservation compliance. You would be exempt from the duct leakage test since your project's new construction is less than 85% of the existing building's exterior thermal envelope. The form may be found in the present 7th Edition of the 2020 FBC-Energy Conservation Code, Appendix RD. ~ 6/15/2021 6/16/2021 6/29/2021 PUBLIC WORKS Public Works I( DENIED J Notes: \~ Section 24-66(b) of t he land Development Regulations requires on-site storage for increased run-off if adding250 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. 6/15/2021 6/16/2021 6/29/2021 PUBLIC UT ILITIES Public Utilities NOT APPLICABLE TO DEPARTMENT rotes: Printed: Friday, 25 June, 2021 1 ofl ~♦; CENTRALSQUARE PRODUC T A P P R O V A L I N F O R M A T I O N S H E E T F O R T H E C I T Y O F A T L A N T I C B E A C H , F L O R I D A ( * R E Q U I R E D ) *Project Address: I 0/~ / 1 1 " 1 - l t V s r H 7 Z . A - - H T 7 C S E A C H - . R . . ~ 2 Z . 3 3 *Owner/Project Name: S J S l , / t : > ? / 9 - L ? . . O / T / b \ J : T < ! » I N g , : s ~ P e r m i t # : / ( E 5 L J - Q J - c : r t ! J I 2 . . . As required by Florida Stat u t e 5 5 3 . 8 4 2 a n d F l o r i d a A d m i n i s t r a t i v e C o d e R u l e 9 8 - 7 2 , p l e a s e p r o v i d e t h e i n f o r m a t i o n a n d p r o d u c t a p p r o v a l n u m b e r ( s ) f o r the building components l i s t e d b e l o w a s a p p l i c a b l e t o t h e b u i l d i n g c o n s t r u c t i o n p r o j e c t f o r t h e p e r m i t n u m b e r l i s t e d a b o v e . Y o u s h o u l d c o n t a c t y o u r product supplier if you do n o t k n o w t h e p r o d u c t a p p r o v a l n u m b e r f o r a n y o f t h e a p p l i c a b l e l i s t e d p r o d u c t s . I n f o r m a t i o n r e g a r d i n g s t a t e w i d e p r o d u c t approval may be obtained a t : w w w . f l o r i d a b u i l d i n g . o r g . Category/Subcategor y M a n u f a c t u r e r P r o d u c t D e s c r i p t i o n L i m i t a t i o n o f U s e S t a t e # L o c a l # A. EXTERIOR DOORS !.Swinging : : ! ' J . ~ ~ ~ 7 c _ ~ 6 1 J v < ; A ~ B - 0 5 - F I I J N ~ H V H Z F J . . I F Z ' K f i 3 . ~ 2. Sliding • 4 3. Sectional 4. Garage Roll-Up 5. Automatic 6.0ther B. WINDOWS 1. Single hung 2. Horizontal slider s , ~ k m - - 1 ' o ' h ! . ) ( - , , - A , J ; t W ' t v t , N H V ) } ' Z . F ' L . . # - 5 J ~ , C f 3. casement 4. Double hung 5. Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12.0ther ( P a g e l o f 4 \ ' < ! d 1 0 / 1 7 / 1 8 Category/Subcategor y M a n u f a c t u r e r P r o d u c t D e s c r i p t i o n l i m i t a t i o n o f U s e S t a t e # L o c a l # C. PANEL WALL - - - ~ 1. Siding : J : i f 1 U 6 > f , : , q / J L t : f P U " e 4 . f / 1 . U l f - ~ d . _ i - . H o r d i e l a . J l . I , . ~ . 1 , . . . R - ? I ; ; I ' l 2 - . " l - 2. Soffits ~ ~ h m t D ~ ' A / I - V • J / - ~ f l v t r d l i ' , t A f ; h i , J , : - F l # J 3 7 t ; 5 . I 3. EIFS - I 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11.0ther D. ROOFING PRODUCTS 1. Asphalt shingles G , t F ' t J d J h B / k J ( , ) f l ) ' F 1 . : # - - I O I 2 1 1 , \ 2. Underlayments D v F o r - - t T P v o - t ~ c . - J b ( } t t o o F t , . ; t . t - : u , g - , t p . \ 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/sha k e s 12. Roofing slate 13. Liquid applied roofi n g 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17.0ther ( P a g e 2 o f 4 U · ' e d 1 0 / 1 7 / 1 8 In addition to completing t h e a b o v e l i s t o f m a n u f a c t u r e r s , p r o d u c t d e s c r i p t i o n a n d S t a t e a p p r o v a l n u m b e r f o r t h e p r o d u c t s u s e d o n t h i s p r o j e c t , t h e Contractor shall maintain o n t h e j o b s i t e a n d a v a i l a b l e t o t h e I n s p e c t o r , a l e g i b l e c o p y o f e a c h m a n u f a c t u r e r ' s p r i n t e d s p e c i f i c a t i o n s a n d i n s t a l l a t i o n instructions along with this P r o d u c t A p p r o v a l S h e e t . I certify that this product a p p r o v a l l i s t i s t r u e a n d c o r r e c t t o t h e b e s t o f m y k n o w l e d g e . I f u r t h e r c e r t i f y t h a t u s e o f d i f f e r e n t c o m p o n e n t s o t h e r t h a n t h e ones listed in this docume n t m u s t b e a p p r o v e d b y t h e B u i l d i n g O f f i c i a l . *Contractor Name (Print N a m e ) : / J A Y / [ ) P ~ * C o n t r a c t o r S i g n a t u r e : ~ *Company Name: --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - *Mailing Address: ;;)J 1~ ~ J N L I A A J A - ~ I > *City: NEPJT)N~ B. r k t t *Telephone Number: (C J t , t / ) < z s , 6 - 1 7 3 7 Cell Phone Number: C't t > l l ) ~ { d : ) - / 7 3 7 ( * S t a t e : _ A - _ _ _ _ _ _ _ _ * Z i p C o d e : - ~ - ~ _ ; ? _ ~ _ , _ _ _ _ _ _ _ _ * E - m a i l A d d r e s s : _ l ' _ 9 ; _ t ' t / _ " " ) - ~ _ _ 6 _ - _ 1 . - : 1 _ 3 ' J _ _ _ _ _ _ _ _ _ _ _ F a x N u m b e r : ( C J o l / ) 1 . . ' I 1 - 5 3 7 7 - - - - - = - - - - - - - - - - - - - - - - - - - P a g e 4 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 EVALUAT ION SUBJECT HardlePlank® Lap Sidi ng James Hardie Product Trade Names covered In this evaluation: HardiePlaok® Lap Siding. ComPla.nk® Siding, PrevaH™ Lap Siding EVALUATION SCOPE: ASCE 7-10 & 7-16 2017 Florida Building Code (6t~ Editton) and 2020 Florida Building Code (7th Edition) 2015 and 2018 International Building Code® EVALU ATION P URPOSE: Client: James Hardie Building Products. Inc. CAE Engineering Report No.: 2001-10.2.2 December 1, 2020 Page 1· of9 T his analysls Is to determine the maximum desfgn 3-second gust wind speed to be resisted by an assembly of HardlePlank (CemPlank. Prevail Lap) siding fastened to wood or metal framing wood structUrlll panels with nails or scr9ws. REFERENCE REPORTS: 1. lntertek Report 3148104COQ-002, Transverse load testing on HardiePlank and HardlePanel Fiber-Cement panels 2. lntertek Report 100717048000-003, Transverse load testing on HardlePlan~and. HardieShingle T EST RESULTS: Table 1. Results of Transverse Load Testlna Report Number 3148104COQ-002 100717048COQ-003 TestAoencv lntertek lntertek Sidina Thickness {in.) 0.3125 0.3125 0.31 25 0.3125 Sidiha Width (In.I 5.25 9.25 !t.25 8.25 Wood 2· x 4' SPF Wood 2' x 4' SPF Wood 2• x 4" SPF Wood 2' X 4" SPF Frame and WSP Type W/7116' WI 7/16" w/7/16" w/ 7/16" OSB shealhing OSB sheathing OSB sheathing OSB sheathing Fastener Spacing (fn.) 12 12 8 6 Fastene r Type #8 waferhead screw, 1-. #8 waferhead screw, 1-4d ring shank siding 4d ring .shank siding 5/8" x 0.375" HD 5/8" x 0.375" HD 1,5" X 0.090' X 0.215" 1.5' X 0.090" X 0,215" Fastener Lenath /inches\ 1.625 1.625 1.5 1.5 Fastening Method Blind screwed to OSB Blind screwed to OSB Blind screwed to OSB Bnnd screwed to OSB Ultimate Load /osfl 310.4 138,6 152 198 Desion Load losn 1 103.5 46.3 50.7 66.0 Effective Tributarv Area Irr'\ 0.333 0 .667 0 ,389 0.292 Fastener Load , as tested {lb/rastenef) 34.S 30.B 19.7 19.3 Adjusted Wilhdrawal design load 81 :8 81 .8 28.4 28.4 (lb/faslener)3 , W Net Fastener Penetration (ln.), P 0.438 0,438 0.438 0.438 Wood Specific Gravity5, G 0.50 0.50 0.50 0.50 Nall Shank Diameter (In .), D 0.164 0,164 0.090 0.090 Withdrawal design Value per NOS 2018 116.9 116.9 4-0.5 40.5 (lbrin, penetration)", W Adjusted Design Load'. psi No Adjustment No Adjustment No Adjustment No Adjustment 1. Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3. 2. The siding product complies with ASTM C1186, Standard Specification for Grade 11, Type A Non-asbestos Fiber-Cement Flat Sheets. 3. The NOS fastener adjusted withdrawal design va lues. W . are calculated using tt,e follOWing equations: W' = C., x 1800 x G' x D x P, c. = 1.6 (deformed shank nails) W' = C. x 2850 x G2 x D x P, c. = 1.6 (wood screw) Calculated fastener withdrawal toad is compared wlth the lest result and the more conservative. ooe w!U be used. 4. Adjusted Design Load, when lhe fastener load from Iha testing exceeds lhe NOS calculated wilhdrawal capacity (W) = W/Eflectlve Tributary Area s. The.published specifrc gravity value for OSB in Table 12.3.3B NDS-2016 is 0.50. 6. NOS Wilhdrawal design \ialue Obf1nch penetration), Wis calculated as follows: NOS Eq. 12.2-2 for wood screw: W = 2850 x G2 x D NOS Eq, 12.2-6fordeformed shank nails: W = 1800 x G' x D Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001 -10.2.2 December 1 . 2020 Page 2of9 For Table 2A to 2C the design loads are· calculated by proportioning the tributary area to each laslener, thereby design load lo each fastener will be kept constant. By dofn.9 SQ, the allowable design loed for various Hardie?lank widths and stud spacing can be detem,lned. Table 2A, Allowable Design Lo~ds Based on Constant Fastener Load, #8 wafer head screw x 0.375" HD, fasteners concealed (blind screw} al 12" O.C. to WSP sheathlhg only ForS.25 Inch \oiide HardiePlank: HanJiePlank Width /inc hes\ 5 .25 6 .25 7.25 7 .5 8 8.25 9.25 9.5 12 Design load= ultimate failure load/FOS = --310.4 psi 13" -103.5 psf Effective tributary '"' ((plank width exposed lo \'leather X fastener spacing)/144) = ((5.25-1.25) X 12)/144 = 0.333 sq.fl Fastener load= design load X tributary area= -10·3.5.X 0 ,333 = -34.5 pounds For 9.25 inch wide HardiePlank: Design load= ultimate failure load/FOS ~ -138.8 psf/ 3 = -46.3 psi Effective lrlbtltary = ((plank. Width expose<t to weather X'laslener spacing)/144) = ((9.25-1.25) X 12)/144 = 0.667 sq.It Fastener load = design load X tributary area = -46.3.5 X 0.667 = -30.8 pounds The fastener loads for all other plank widths were linearly interpolated from the two tests based on plank width Calculated allowable des1an load = ra.stener load les tad condition divided by area tribulary for the condiUon to )le calculated C ., 'O ., -g "' "' < 0 • C. _, c-cu 2-J! ..9 ~ _g .!!: CU Cl~ i ,2)~ -g~E C: C ,n ~$~ C ! ~ £ iii""" J!I~ j§E ,;,,@& _g 8l"' "',,,, f-u::, .tie wt-ti) <( 0 ~ ~g -310.4 12 •0.333 -103.5 -34.5 12 0.417 -80.6 -33.6 12 0.500 -65.3 -32.7 1-2 0.521 -62.3 -32.4 12 0.563 -56.9 --32,0 12 0.583 -54.4 --31 ,8 ·138.8 12 0.667 -46.3 -30.8 12 0.688 ·44.5 -30.6 12 0.896 ·31 .6 -28,3 Table 2B, Allowabl& Desfgn Loads Based on Constant Fastener Load, 4d ring shank siding nail (1.5"x0.09"x0.215"), fasteners concealed (blind nail) at 8" O,C. to WSP sheathing only For 8.25 inch wide HardiePlanlc HardlePlank Width 11nches1 5.25 6 .25 7.25 7.5 8 8.25 9 .25 9.5 12 Design load= ultimale faffure load/FOS = -152 psf/ 3 = -50.7 psf Effective tributary" ((plank width exposed to weather X fastener spacing)/144) = ((8.25-1.25) X 8)1144 = 0.389 sq.It. Fastener load= design load X tributary area= -50.7 X 0.389 = -19.7 lbs The fastener loads for a ll other plan~ width were calculated based on lhG same fastener loed Calculated allowable desinn load= fastener load tes led condition divided by area lnbutary for the condmon. to be calculated c-I 'O "' " ,,, 0 CS .,: "' _, "' 0 Q} o,-., 2-D~ ~ 0 " ., j~~ C: C v, ~ .!!!--:-C g () 1 u ""' ~ 2'(L ~ui' !85 .... " ~~ C" :;,:~~ ~&!"£ w ~ !!. if g 8 0.222 -88.7 -19.7 8 0.278 ·70.9 -1 9.7 8 0.333 --59.1 -19.7 8 0.347 -56.7 ·19.7 8 0.375 -52.5 -19.7 -152 8 0.389 -50.7 ·19.7 8 0.444 -44.3 -19.7 8 0 .458 -43.0 -19.7 8 0 .597 -33.0 -19.7 Table 2C, Allowable Design Loads Based on Constant Fastener Load, 4d ring shank siding nail (1.s-'x0.09"x0.21.5"), fasteners concealed (blind nail) at 6" O.C, to WSP sheathing only HardlePlank Width !inches) 5.25 6 .25 7.25 7.5 8 8.25 9.25 9.5 12 For 825 inch Wide Hardie Plank: Design load = ultimate failure toad/FOS = -198 psf/ 3 "'-50. 7 psf Effective tributary= ((plank width exposed to weather X fastener spacing)/144) = ((8.25-1.25) X 6)1144 = 0 .292sq.n . Fastener load= desfgn load X tributary area= -66X 0.292 = -19,3 lbs The fastener loads for all other plank width were calculated based on the same fastener load Calculated allowable deslan load = fastener load les ted condition divided by area tributary for the condition to be calculaled "' 'O ~ "' -0 .. 0 c;~ < ,. _, Iii o,-" 2-" 0 l5 al~ r,l C C ,n rfj~~ i~-~-i -g .§ .52 ll ,! ! .2'u.. :% " u cu .Q • .. "' Q. C ffi ~ g ~~[ ~g f-8 5 u.v.>.:.- 6 0.167 ·115.8 -19.3 6 0 .208 -92.6 ·19.3 6 0.250 •77.2 -19.3 6 0 .260 -74,1 ·19.3 0 0.281 -68.6 -19.3 -198 6 0.292 -66.0 -19.3 6 0.333 --57.9 -19.3 6 0.344 -56.1 -19.3 6 0.448 -43.1 -19.3 2 DESIGN WIND LOAD PROCEDURES: Client: James Hardie Building Products, Inc. CAE Englneering Report No.: 2001 -10.2.2 December 1 , 2020 Page 3of 9 "Fiber-cement siding transverse load capacity (wind load capacity) is determined from transverse load testing In accordance with ASTM E330 or E72 as noted Tn Section 4.0 or the ICC ES AC90, Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding (approved October 2018). The allowable or deslgn capacity from the tasting is bas.ad on a factor of safety of 3 applied to the ultimate test load per AC90. The wind load va lue s are determ1nedlrom the ASCE 7 equations. srnce the allowable design load Is based on factor of safety of 3, allowable design loads on fiber-cement siding correlate direct(y to required design pressures for Allowable Srress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASD). By using t/,e combination loading equations for Allowable Stress Design (ASD), the tested allowable design loads for fiber-cement sidrng are aligned with the wind speed requirements in ASCE 7 -1 o (Figures 26.~1A, 26.5-1 B, and 26.5-1C) and ASCE 7-16 (Figures 26.~1A lo -10, 25.5-2A to -20), or the figures in the bu1taing eode as appTTcable. " Equation 1, Equation 2, q,=0,00256.K, 'K,{K;,'\f q,=0,00256'1(,'K,,'K.,'K. v'- q,, . velocity pressure at height z K, , velocity pressure exposure coefficient evaluated al hei_ghl z I{,. , topographi c lactpr Ko , wind directionality ractor K. . ground elevation factor, permitted to take K, = 1.0 V , basic wind speed (3-second gust MPH) as deterl)11ned fronr. ASCE 7-10 Flgures26.5-1A, B. or C ASCE 7-16 Figures 26.5-1A. B. or 26.5-2A, B.C or D 2018 IBC Figures 1609.3(1)-1609.3(8) {ref. ASCE 7-10 Eq. 30.3-1} (rel. ASCE 7-16 Eq, 26.10-1} V =V,• (ref. 2015 IBC& 2017 FBC Secaon 1602.1 definitions} v~, , ultimate design wind speeds (3-second gust MPH) determined from 2017 FBC Figures 1609.3(1) -16Q9.3(3); 2020 FBC Figure s 1690.3(1 ) -1 609,3(4): Equation 3, p=qh '(GCj,-GG;;) q• , velocity )lressure al mean roof height h GC,, • product of exlemal pressure CQelficient and gust-effect factor GC., . product of inte mal pressure coefficient and gust-effect factor p , design pressure (PSF) for siding (allowable design load for siding) To d8/errnine d8sign pressure, subslllule q1, Into Equation 3. Equation 4, p=0.00256"1<,'K,,'K,·v"·(Gc;,-<J c;,i) or p=0.00256'K,'K,{K,,"\l..,2'(Gc;,.GC,,) Allowable Sln?ss Design, ASCE 7-10 Section 2.4' 1. load aombl netlon T, Equation 5, 0.60 -+ 0 ,6W 0 . d ead load W • wind l oa d (load due to wind pressure) {ref. ASCE 7-10 Eq. 30.4-1 orASCE 7-16 Eq. 3 0.3 -1) {rel. 2015 & 2018 /BC} {ref. 2017 and 2020 FBC} (mf. ASCE7-10 & 7-16 sec/Jon 2.4./. load combination 7) To detennine the Allowable Stres s Design PressUf8, apply the l oad factor for W (wind/ from Equatton 4 ro p (design pressure) determined from equaUon 4 Equation 6, p,.. = 0.6'(pl Equation 7, p • ., = 0.6'(0.00256'K<"Kp'K.,•V~l"(GC,,.GC,i)] Equallon r rs usaa ro popufBfe THIJftJ 4 , ,, und tt To determine tne allowable ultimate besle Wind speed for Hardie Siding In TBble 7, solve Equa/Jo11 Tfor v .,,, Equation 8, V., = (Pa,d0.6'0.00256'K,'K,,'K,,'(Gc;,.GC.,<>f'' Applicable to methods specified rn &captions 1 lhrough 3 of [2015 IBC, 2017 FBCJ Section 1609.1.1 .. lo determine the allowable nominal design wind speed (Vasd) for Hardie Siding In Ta/>/o 7, app/y Equation 9, v..,=v,., • (0.6 )Q1, (ref. 2017 end 2020 FBC Eq. 16-33} V6., = V • (0.6)°.s {ref. 2015/2018 /BC Eq. 16-33} V.,. . Nomlnal design wind speed (3-second gust mph) V , Basio desfgn wind speed (3-second gus~ n,ph) Table 3, Coefficients a nd Constants used In Determlnlnn V and n, K, Wei Z:one 5 ExpB Helohtfft) lASCE 7-161 Exe B Exoc ExoD K-K., GC. G C,.. 0-15 0 .57 0.7 0 .85 1.03 t,,;60 1 0.85 -1 .4 0 ,18 20 0 .62 0.7 0 .9 1.08 1 0.85 -1.4 0.18 25 0 .66 0.7 0 .94 1.12 , 0 .85 -1.4 0,18 30 0.70 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 0 .73 0 .73 1.01 1.19 1 0 .85 -1.4 0 .1 8 40 0 .76 0 .76 1 .04 1.22 , 0 .85 -1,4 0 .18 45 0.785 0 .785 1.065 1245 1 0 .85 _, .4 0.18 50 0 .81 0 .81 1.09 1.27 1 0 .85 -1.4 0 .18 55 0.83 0.83 1 .1 1 1.29 1 0.85 -1.4 0 .1 8 60 0 .85 0 .85 1.13 1.31 1 0 .85 -1.4 0.18 100 0.99 0 .99 1 .26 1.43 h>60 1 0 .85 -1.8 0 .18 Toe coefficients and constants listed in Table 3 above were consistent for ASCE 7-10 and ASCE 7-16 except for K, at Exposure 8 under 30 ft, where ASCE 7-1 6 a llows to use lower exposure coefficient that previous codes used a more conservative values (resulted in higher design pressure). For the simplicity of the tabl es, the tables in the following, sheet was populated using the more conservative ASCE 7-10 coefficieots. 3 Client: James Hardie Building Products, Inc. CAE En_gfneeri119 Report No.: 2001-10.2.2 December 1, 2020 Page 4 of 9 Table 4 Allowable Stress Design -Component and Claddlnd C&Cl Pressures lPSF\ to be Resisted at Various Wind S"""dS -Wind Exoosure Cateaon B Wind Speed (3- second oust\ 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Hefnhl (ft) B B B B B B B B B B B B B B 0-15 -14.4 -15 .9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 20 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41 .7 -46.8 •52.1 -57.8 -63.7 25 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41'.7 -46.8 -52.1 ·57.8 -63.7 30 -14 .4 -15.9 -1T5 -19.1 -20.8 -24.4 -28.3 -32$ -37.0 -41 .7 -46.8 -52.1 -57.8 -63.7 35 -15.1 -16.6 -18.2 -19.9 -21.7 -25.4 -29 .5 -33.9 -38.6 -43.5 -48.8 -54.4 -60.2 -66.4 40 -15.7 -1T3 ·19,0 -20.7 -22.6 ·26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 -62.7 -69.1 45 -16.2 -17.9 -19.6 ·21.4 -23.3 -27.4 -31.7 -36.4 -41.5 -46.8 -52,5 -58.5 -64 :8 -71.4 50 -16.7 -18.4 '20.2 -22.1 -24.1 -28.2 -32.7 -37.6 -42.8 -48.3 -54.1 -60.3 -66.8 -73.7 55 -17.1 -18 .9 -20.7 -22.6 -24,7 -28.9 -33.6 -38.5 -43.8 -49.5 -55.5 -61.8 -68.5 -75.5 60 -17.5 -19.3 -21 .2 -23.2 -25.2 -29.6 -34.4 -39 .5 -44.9 -50.7 -56.8 -63,3 -70.1 -77.3 100 -25.6 -28.2 -31.0 -33.8 -36.9 -43.3 -50.2 -57.6 -65.5 -74.0 -82.9 -92.4 -102.4 -112.9 Table 5 Allowable Stress Daslan • Comoonent and Claddi ng C&CI Pressures lPSFI to be Resisted at Various Winds~ s -Wind "•no5ure CalO!IOl'l C Wind Speed (3• second oust! 100 1(15 110 115 120 130 140 150 160 170 180 190 200 210 Haloht/6) C C C C C C C C C C C C C C 0-15 -17,5 -19:3 -21 .2 -23.2 -25.2 -29.6 -34 .4 -39.5 -44.9 -50.7 -56 .8 -63.3 -70.1 -77.3 20 -18.6 -W.5 -22,5 -24.6 -26.7 --31 .4 -36.4 -41 ,8 -47.5 -53.7 -60.2 -6 7.0 _74_3 -81 .9 25 -19.4 -21.4 -23.5 -25.6 -27.9 --32 .8 -38.0 -43.6 -49.6 -56.0 -62.8 -70,0 -77.6 -85.5 30 -20.2 -22.3 -24.5 -26.7 -29.1. -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 -80.9 -89.2 35 -20.8 -23.0 -25.2 -27.6 ·30 .0 -35.2 -40.8 -46.9 -53 .3 ·60.2 -67.5 -75.2 •83.3 -91.9 40 ·21.5 -23.7 -26.0 -28.4 -30.9 -36.3 -42.0 -48.3 -54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -22 .0 -24.2 -26.6 -29.1 -31 .6 -37.1 43.1 -49.4 -56.2 -63.5 -71 .2 -79.3 -87.9 -96,9 50 -22.5 -24.8 -27.2 -29.7 -32:4 -38.0 -44,1 -50.6 -57.6 -65.0 -72.9 -81,2 -89.9 -99.2 55 -22.9 -25.2 -27.7 -30.3 -33.0 -38.7 -44.9 -51 .5 -58.6 -66.2 -74.2 •82.7 -91.6 -101.0 60 -23.3 -25.7 -28.2 -30.8 -33.6 -39.4 -45.7 -52.4 -59,7 -67.4 -75.5 -84.1 -93.2 ·102.8 100 -32.6 -35.9 -39.4 -43.1 -46,9 -55.0 -63.8 -73.3 -83.4 -94.1 -105.5 -117.6 -130.3 -143.6 Table 6 Allowable Stress Desian -Component and CladdlnQ C&CI Pressures lPSF\ to be Resisted al Various Wind S"""ds .• Wind Exposure Cateao"' D. Wind Speed (3- second ousll 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Helah llftl D D 0 D 0 0 0 D D D D D 0 0 0 -15 -21.2 -23.4 -25.7 -28.1 -30.6 -35.9 -41.6 -47.8 -54.4 -61.4 -68.8 -76.7 -85.0 · -93.7 20 -22.3 -24.6 -27.0 -29.5 -32.1 -37.7 -43.7 -50.1 -57.0 -64.4 -72.2 -80.4 -89.1 -98.2 25 -n.1 -25.5 -28.0 -30.6 -33.3 -39.0 -45.3 -52.0 -69.1 -66.8 -74.9 -83.4 -92.4 -101,9 30 -23'.9 -26.4 -29.0 -31.6 -34.5 -40.4 -46.9 -53.'8 -61 ,3 -69.2 -77.5 -86.4 -95.7 -105.5 35 -24.5 -27.1 -29.7 -32.5 -35.3 -41.5 -48.1 -55.2 -62.8 -70.9 -79.5 -88.6 -98.2 -1 06.3 40 -25.2 -27.7 -30.5 -33.3 -36.2 -42.5 -49.3 -56.6 -64-4 -72.7 -81 .5 -90.9 -100.7 -111.0 45 -26.7 -28.3 -31.1 -34.0 -37 .0 -43.4 -50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -1 1'3.3 50 ·26.2 -28.9 -31.7 -34.6 -37.7 -44.3 -51.3 -58.9 -67.1 -75.7 -84.9 -94.6 ,104.8 -115.5 55 -26,S -29,3 -32.2 -35,2 -38.3 -45.0 -52.2 -59.9 -68.1 -76.9 -88.2 •96.1 -106.4 -117.4 00 ~27 .0 -29,6 --32.f -3S.7 -36.9 -41>.7 -53.0 -60.8 -{;9.2 ·78.1 •B7.6 -97.6 -108. 1 -119.2 100 -37.0 -40,8 -44,7 -48.9 -53.2 -62.5 -72.5 -83.2 -94.6 -106.8 -119,8 -133.4 -147.9 -163.0 Tables 4, 5, and 6 are based on ASCE 7•10 and 7-16, and are consistent with the 201512018 IBC, and the 2017/2020 Fiorfda Building Code. 4 TABLE 7 -MAXIMUM WINO SPEEDS (MPH) HARDIEPLANK LAP SIDING' 2017/2020 FBC (Ultlm•to 2017 FBC/ 2020 FBC/ Oeslgn Wind, Speed, 2018 (BC (Nominal V,,/"), 2018 IBC (S.slc Ooslgn Wlnd, Speed, DoBlgn Wlnd Speed, V'·') v-''"> Appllcab1a lo methods Appllc.abra to methods specified In S.ctton 1&09.1.1 speclfled In Exceptions 1 of2017 FBC. 2020 FSC OI'" ttvo~h 3 of Sectfon 2018 lBC, H appllcable 1609.1.1 of2G17 FBC, 2020 FSC I nd 2018 IBC Wind exoosure category Wind coosure catet1orv Procl>J<:t Width Fastener Fastener Frame Fastener BuOding Product Thickness (inclles) Type' Spacing Typo'° Sf>adng Height' B C D B C D (Inches) Qnches) (feet) ().15 268 243 221 207 188 171 20 268 236 2 16 207 183 167 No. Bx1• 2X4wood 25 288 231 212 207 179 164 516" k,ng X 0<20ga. 30 268 226 206 207 175 161 Bi nd steel 35 262 223 205 203 173 159 Hardie Plank 5/16 5.25 0.37{;" HO screwed framing, 12 40 267 220 203 199 170 157 ribbed toWSP 7/1S-lhlci< 45 253 217 201 196 168 155 wafertiead WSP so 249 215 199 193 166 154 scmws sheathing 55 246 213 197 190 165 153 60 243 211 196 188 163 152. 100 201 176 167 156 138 130 0.15 236 214 195 183 166 151 20 236 ·208 190 183 161 147 No. 8 x 1-2X4wood 25 236 204 167 163 158 145 or20ga. 30 236 200 184 163 155 142 5/8" long x Bind steel 35 231 197 161 179 152 140 H•rd!oPlank 6116 6.25 0 .375" HD screwe(l framing, 12 40 227 194 179 176 150 139 ribbed toWSP 7/16"thlc~ 45 223 192 177 17J. 148 137 wafert,ead WSP 50 220 169 175 170 147 136 screws shealhtng 55 217 188 174 168 145 135 60 214 166 173 166 144 134 100 177 157 148 137 122 114 ().15 213 193 175 165 150 136 20 213 166 171 165 145 133 No .8 x 1-2X4wood 25 213 184 168 165 142 130 or20 ga. 30 2 13 180 165 165 139 126 5/8" long X Blind steel 35 206 177 163 161 137 126 HatdiePtenk 5116 7.25 0 .375" HD scrowod framing, 12 40 204 175 161 158 135 125 ribbed toWSP 7/16' thick 45 201 172 159 156 134 124 waferhead WSP so 198 170 158 153 132 122 screws shealhlng 55 1.95 169 157 15 1 131 121 60 193 167 155 150 130 120 100 160 142 133 124 110 103 0.15 208 166 171 16 1 148 133 20 208 183 167 161 142 130 2X4wood 25 208 179 164 16 1 139 127 No. 8x1-or20ga. 30 208 176 161 16 1 136 125 Sill" long • Bi nd steel 35 203 173 159 158 134 123 Ha[diePJanlt 5/16 7,5 0 .375" HD scn,wed framing, 12 40 199 170 157 154 132 122 ribbed toWSP 7/16' lhlci< 45 196 168 156 152 130 121 wafariuKld WSP 50 193 168 1S4 1SO 129 119 screws sheathing 55 191 165 153 148 128 119 60 166 163 152 146 127 116 100 156 138 130 121 107 101 ().15 198 180 164 154 139 127 20 198 175 160 154 136 124 2X4wood 25 198 171 157 154 133 122 No.ext-or20 ga. 30 198 168 154 154 130 119 5/8" long X BUnd steel 35 194 165 152 151 126 116 Har<iePfank 5/16 6 0.375" HD screwed framing, 12 40 190 183 150 148 126 116 ribbed toWSP 7/16'ilotelt 45 167 161 149 145 125 115 waferhaad WSP so 164 159 147 143 123 114 screws s~ealhlng 55 182 168 146 141 122 113 60 180 156 145 139 121 112 100 149 132 124 115 102 96 Client James Hardie Building Products, Inc. CAE Engineering Repon No.: 2001-10.2.2 December 1, 2020 Page 5 of9 Coefficients i.tNd in Tabla 8 calculiDtlons tor v"" Siding "· AJ!owable Designl.Md (PSF) E,oB EmC •~o K,, "' GC, GC,. -103 . .5 0.7 0.85 1.(13 t,sSO 1 o.g5 -1.4 0 .18 -103.5 0.7 OJ) ' 1,08 1 0.85 •1.4 0.18 ·1035 0.7 0.94 1.12 1 0,65 •1.4 0 .18 ·103.5 0.7 0.98 1.16 1 0.85 -1.4 0 .18 -103.S 0.73 1,01 1.19 , 0.85 -1.-4 0.18 ·103.5 0.78 1.04 1.:22 1 0.6S •1.4 0.18 ·103.5 0.785 1.065 1,245 1 D.85" •1.4 0 ,18 -103.5 0.81 t.09 1.27 1 D.85 -1.4 0 .18 -1Q3.5 0 .83 1.11 f.29 1 D.85 -1.4 0 .18 -103.5 0.85 1.13 1,31 1 0.85 _,_ .. 0 .18 ·103.5 0.99 1.26 1.◄3 11>60 1 0.85 ·1.8 0.18 .. 0.6 0.7 0.85 1.03 ,_ 1 D.85 -1.4 0 .18 -.B0.6 0.7 0.9 1.08 1 0.85 -1.4 0 .18 -80.6 0.7 0.94 1.,2 1 0.8S -v• 0 ,18 -SD.6 0.7 0.98 1.16 1 0 .85 •1.4 0,18 -80.6 0.13 1.01 1.19 1 0 .85 .,.. 0,18 -80.6 0.76 1.04 1.22 1 0.85 0 1A 0 ,1 8 -80.6 0.785 1.065 1.245 1 0.85 -1.-4 0 .18 -30.8 0.81 1.09 1.27 1 0,85 -1.4 0.18 -80.6 0.83 1.11 1.29 1 0.85 -v, 0 .18 -80.8 0 .85 1.13 1.3 1 1 0.85 -1.4 0 .18 .. 0.6 0.99 1.26 1.43 h>60 1 0.85 ·1,6 0 ,18 -65.3 0.1 0.85 1.03 hS60 1 0.85 .,.◄ 0.18 .65.3 0.7 OJ! 1,08 1 0.85 .,.4 0.1.a -65,'3 0.7 0.94 1.12 1 0.85 •1.4 0.1a --65.3 0.7 0.98 U6 1 0.85 -1.4 0 .18 _,;5.3 0 .73 \.01 1.19 1 0 .85 .1.4 0 .18 -,;5.3 0.76 1,04 1.22 1 0.85 •1.4 0.18 ,<;5.3 D.785 1.065 1.245 1 0.85 ·1.4 0.18 -65.3 0 .81 1.09 1.27 1 0.85 -1.4 0.18 -,;5_3 0.83 1.11 1.29 1 0.85 .1.4 0.18 .65.3 0.85 t.13 1.31 1 0.85 •1.4 0.18 •65.3 0.99 1,28 IA3 h>SO 1 0.85 ·1.8 0.18 -,;2.3 0.7 o.as 1.D3 0,00 1 0.85 -1,4 o.1a -e2.3 0.7 0.9 1.08 1 0.85 -1.4 1118 .62.3 0 .7 0.94 1.12 1 0.85 -1.4 D.18 -e2'.3 0.7 0.98 1.16 1 0.85 ., .. 0 .18 ,<;2.3 0.73 1,01 1.19 \ 0.85 -1.4 0 .18 -<!2.3 0.76 1.04 1.22 1 0.85 ., ... 0.18 -62.3 D.785 1.065 1.245 1 D.85 -1.4 0 ,18 -02.3 0 .81 1.09 1.27 , 0.{115 -1.4 0.18 -82.3 0.83 1.11 1.29 1 0.85 •1,4 0.18 -82.3 0 .85 1.13 1.31 1 0.85 •1.4 0 .18 -62.3 0.09 1.26 1.43 t.>60 1 0.85 -1,8 0.18 .50.9 0.7 0.85 1.00 ""60 1 0.85 •1.4 0 .18 -569 0.7 0.9 1.08 1 0.85 •1.4 0.18 -56.9 0.7 0.94 1.12 1 0.85 -1.4 0.18 •56,9 0.7 0,96 1.18 1 0.85 -1.4 0 .18 -58.9 0 .73 1.01 1.19 1 0.85 •1.4 0 .18 .50.9 0.76 1.04 1.22 1 o.a5 •1,◄ 0.16 .50.9 0.785 1.065 1.245 1 0.85 -1.◄ 0.1 8 -569 0.81 1.09 1.27 1 0,85 -1.4 0.1B -56.9 0.83 1.11 1.29 1 0.85 -1.4 0.1B •56,9 0.85 1.13 1.31 1 0.85 •1.4 0.18 -56.9 0,99 1.26 1.43 1»60 1 0.85 -1.8 0.18 TABLE 7 -MA.XIMUM WINO SPEEDS /MPH HA.ROIEPLA.NK LA.P SIDING' 2017/2020 FBC (Ulllmato 2017 FBC/ 2020 FBC/ Oulgn Wind, 5-d, 2018 IBC (Nominal v.,.•'), 2018 IBC (Saale, Design Wind, Speed, o .. 1gn Wind sp .. d , II'') v..,,,,"-1~ AJ)plleab~ to mathoa Ap~llcabl• to me.thods sPkified In Section 1609.1 , 1 &peelrr.d In El("ptJons-1 of2017FBC, 2020 FSC ot through 3 of Section 2018 113C, H appUcable 1809.1.1 QfZ017 FBC, 2020 FBC and 2D13 /BC Wind exoosum caleaorv Wfnd e 1nnc11re catAl"M'VV Product Wldlh Fasiener Fastener Frame Fw.rtener Building Product Thickness (inches) -rypr Spacing Type 11) S pacing Helghf' B C D B C D (inches) (lnclles) {feet) 0-15 194 176 160 150 136 124 20 194 171 156 150 133 12 1 No. Bx I· 2X4 wood 2 5 194 168 153 150 130 119 or20 9a. 30 194 184 15 1 150 127 117 518" looQ • BiiM steel 35 190 162 149 147 125 r,5 HardiePla nk 51 16 8 ,2 5 0,37S"HD screwed framing, 12 40 186 1~ 147 144 12:l 114 nblled to WS P 7116" thick 45 183 157 146 142 122 113 waferhead WS P 50 180 156 144 140 121 112 screws shea lhlog 55 178 154 143 138 119 111 60 176 153 142 136 118 110 100 146 129 121 113 100 94 0-15 179 162 148 1 39 126 114 20 179 158 144 139 122 112 No.Bx 1-2X4 wood 2S 179 154 142 1 39 120 110 or20 ga. 3 0 179 15 1 139 139 117 108 518 "1ongx Blind steel 35 175 149 137 136 115 106 Hardi•Plank 5116 9 .25 0.375" HD screwed framing, 12 40 172 147 136 133 114 105 ribbed toWS P 711 6" lttlck 45 169 145 134 131 112 104 wafetti.ead WSP 50 166 143 133 129 111 103 screws shealhlng 55 164 142 132 127 1 10 1 02 80 162 141 131 126 109 101 100 134 119 112 104 92 87 0-15 176 159 145 136 123 112 20 176 155 141 136 120 109 No.. 8x.1• 2X4wood 25 176 152 139 136 117 108 or20 gs. 30 176 148 136 136 1 15 106 518" IOng x. BNrld steel 35 172 146 135 133 113 )04 H.ir(llePIBnl< 5116 9 .5 0.375"HD screwed framing, 12 40 169 144 133 131 112 103 ribbed wafert'!ead toWSP 7116" Ihle~ 4 5 166 142 132 128 110 102 WS P 50 163 14 1 130 126 109 101 ,crews shealhlnjJ 65 161 139 129 125 108 100 BO 159 138 128 123 107" 99 100 132 117 . 102 9 1 . 0-15 148 134 122 115 104 94 20 148 131 119 115 10 1 92 No,8x1-2X4 wood 25 148 128 117 115 99 91 or20 ga. 30 148 125 115 115 97 89 5/8" long • Blind steel 35 145 123 113 112 95 88 Hardie Plank 5111, 12 0.3?5• HD screwed framing. 12 40 142 121 112 110 94 87 r!bbod toWSP 71 16"1Mck. 45 140 120 111 108 93 86 wa forhead WSP so 138 11-9 -107 92 scmws sruia lhing 55, 136 118 -105 9 1 . 60 134 116 . 10A 90 100 111 86 . . 0-15 248 225 204 192 174 158 20 248 2 19 199 192 169 155 0 .090" 2X4 wood 25 248. 214 198 192 166 152 or20ga. 30 248 209 192 192 11\2. 149 st,anl<X Bind steal 3 5 243 206 190 168 160 147 Han:iiePl.tink; 5116 6 .25 0.21s'HD nailed to frsmirig, 8 40 238 203 168 184 157 145 X U /'long WSP 7/16"1hlcll 45 234 201 186 181 156 144 Ong shank WSP 50 2 30 199 184 178 154 143 nall s heatl)lng ss 228 197 183 176 152 14 1 60 225 1 95 18 1 174 151 140 100 186 165 155 144 128 120 0-15 222 2111 183 172 156 142 20 222 195 178 172 151 138 0.090" 2X4 wood 25 222 191 175 172 148 136 or 20ga, 30 222 187 172 172 145 133 shank X Blind steel 35 2 17 185 170 168 143 132 H&tdl~nnk 5116 6 .25 0 .215"HD naifed 10 ftam•1111. 8 40 2 13 182 168 165 141 130 , X 1.5" long WSP 7116' lhlol< 45 209 180 168 162 139 129 ring shank WSP 50 206 178 165 150 138 127 nail s heathing 55 2 04 176 163 158 136 126 60 201 174 162 156 135 125 100 166 148 139 129 114 107 0-15 202 184 167 157 142 129 20 202 178 163 157 136 126 0.090' 2X4 v,ood 25 202, 175 160 157 135 124 sha.k X °' 20 go. 30 202 171 157 157 132 122 BUnd steel 35 198 168 155 153 130 120 Ha1dlol'f•nk 5/10 7.25 0 .2 1S"HD nailed lo fr'aming1 a 40 194 166 163 150 129 119 X 1 .5" long WSf> 711 6' lhick 45 191 184 152 148 127 118 ting shank WSP 50 188 162 150 148 126 1 16 ~•II shacath1ng 55 188 161 149 144 124 115 80 184 159 148 142 123 115 100 152 135 128 118 104 98 Client James Hardie Bulding Products, In c. CAE Engineering Report No.: 2001-10.2.2 December 1, 2020 Page 6 of9 Cotifflcilnts. used In Taba. 6 CSMculations for v.,. Sld:no K, AMowllble De$1gol.O .. (l'SF) ••nB Exp C EXP D K. K, GC, GC,. ~5,4.4 0.7 o.as 1.00 "'80 1 1>85 ·U 0.18" •54A 0.7 0.9 1.08 1 0.85 •IA 0.1B -54.-4 0.7 0.94 1.12' 1 0.85 •1.4 0.18 -54A 0.7 0,9a "16 1 0,85 ·1A 0,1 8 • 54.4 o.n 1.0, 1.1 9 I 0.85 ., .. 0.18 •S4.4 0 .76 1.IM 1.22 1 0.85 ,\A 0.)8 •54.4 0.785 1,065 1.245 1 o,es -t.4 o.,s -54.4 0.81 1.00 1.:V 1 0 ,85 -lA 0 .16 '54.◄ 0.83 1.11 1.29 I 0.85 -1.4 0.18 -54A O.BS 1.13 1.31 1 0.85 -1A Q.16 -54A 0.99 1.26 1.43 h>60 1 0.65 -1.8 0.18 -46.3 Q.7 0,8..':. 1.03 JlS80 ' O.B5 -1.4 0 .18 -46..'l 0,7 0.9 1.0S 1 0 .8 5 -1A 0 .18 -46.3 0.7 0.94 1.12 1 0.85 -1.4 0.16 .-46.3 0.7 o.ea 1.16 1 0.85 •1.4 0.18 -46.3 0.73 1.01 1.19 , 0.85 -1.4 0.18 -46.3 1176 1.04 1.22 1 0.85 -·1.4 0 .18 -46.3 0,785 1.065 1.245" 1 0.85 -1.4 0 .18 ...:46.3 0.8 1 1.09 1.2.7 1 0.85 -1A 0.18 ..u 0.83 1.11 129 1 0 .85 -1.4 0 .18 -46.a tl.8 5 1.13 1.31 1 0 .85 -1.4 0.18 -46.3 0 ,99 1.26 1A3 11~so 1 0 .85 -1.8 0 .18 ...... 0.7 0.85 1.03 t,,;60 1 0,85 -1,,I o.,a -44.S 0.7 0.9 1.08 ' 0,85 -1.4 0 .18 -44.5 o., 0.94 1.12 1 0.85 -1.4 1>16 -44.5 0.7 0 ,9 8 1.16 1 0.85 -1.4 0.18 -44,5 0.73 ,.01 1.19 1 0.85 •1,4 0.18 -44.5 0,78 1.04 122 1 0 .85 -1.◄ 1>13 -44.5 0,785" 1.065 \.245 1 0.85 -1.A 0.18 -44.S 0 .8 1 1.09 1.27 1 0.85 -1.A 0.18 -44.5 Q.83 1.11 1.29 ' 0.85 -1,-4 0.18 -4◄.5 0.85 t.13 1.31 1 0.85 ·1-" 0.18 -44 .5 0.99 1 .26 1.43 h>60 1 0,85 -1.B o.,a .:i1.6· 0.7 0.85 1.03 h<60 1 0.85 •1.-4 0 .18 ·"31.6 0.7 0.9 1 .08 1 0.85 -1.4 0.18 -31.6 0.7 0.94 1.12 1 0 .85 -f.4 0 .18 ·31.6 0.7 0.96 1.18 , 0.85 -1,4 0 .18 -31.6 0.73 1.m 1.19 1 0.85 •1.-t 0 .18 -31.6 0.76 1.04 1.22 ' 0.85 -t.4 0.18 -31.6 1>785 1.065 1:24 S ' o,as ·•A o.,e -31.6 0.81 ,.o9 1.%7 1 0.05 -1,◄ 0 .1& --31.6 0.83 1.11 1.29 1 0 .85 -1.4 0.1& -3t.6 0.85 1.13 1.31 1 0.85 -t.4 0 .18 "31 .6 0.98 1.26 1.43 l\>80 ' 0.,85 -1.8 0 .18 -'38.7 0.7 D.85 U)3 ""'° 1 0.85 -1.--4 0.18 ..,._7 0.7 0.9 1.08 1 0.85 -1.4 0.18 -'38.7 0.7 0.94 1.12 1 0.85 -1.4 0.1 8 ·88.7 0.7 0.98 MS ' O.a5 -1.4 O.HJ -88.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 -88.7 0.76 1.04 1,22 1 0.8 5 _,.. 0 .18 .. .., 0 .785 1.065 1 .245 1 0.85 ·1.4 0.18 -88.7 o.a1 1.09 1.27 1 0.85 •1.4 0 .18 .aa.7 1>83 1.H 1.29 1 0.85 -1.4 0.18 -88.7 0.85 1.13 1.31 1 D.85 -1,4 0,18 -88.7 0.99 1.26 1A3 t'i>60 ' 0.85 ·1.8 D.18 .70.9 0.7 "'85 1.03 h<G-0 1 0.85 •1.4 0.18 -10.a 0.1 0.9 1.08 1 0 .85 -1A 0 .18 -70.9 0.7 0 ,94 1.12 ' 0.85 -1~4 0.18 •70.9 0.7 0.98 1.,e , 0.85 -1.4 0.1a ,70.9 0.73 1..01 1.19 1 o.as -1.4 0.18 -10.9 0 ,76 , ... 1.22 , D.85 ·1A 0.18 -70.9 0 .785 1.065 , 1 .2'4 5 1 0.85 ·1,4 0.18 -70.9 0.8 1 1.09 1.27 1 1>85 -1.4 0.18 ·10.9 o.as 1.1 1 1,29 1 0.85 -1.4 D.18 -70.9 0.85 1.13 1.3 1 , 0.85 -i.-4 0.18 -70.9 0.99 1.:21< 1A3 l\>60 1 0.85 •1,8 D.18 -59.1 0.7 0.85 1.03 -I 0.85 .1.4 0.18 ~S.1 OJ 0.9 1.08 1 0.85 •IA 0.18 -69.1 0,7 0.94 1.12 1 0.85 -, ... 0.18 --59.1 0,7 0.96 1.16 1 0.85 -1.4 0.18 -.59.1 0.73 ,.01 1.19 1 0.85 -1.4 0 .18 -59.1 0.76 1.04 1.22 1 0.85 -1 .4 o.,a -59.1 0.7.8 5 1.085 1 .24 5 ' 0.85 ·1A 0.18 -59.1 0.81 1.09 1.27 1 0.85 ~1.i, o.,a -59.1 0,83 1.11 1.29 1 0.85 •1.4 <>1• .,sg_1 0.85 U 3 1.31 1 0.85 -1.◄ 0 .1& .S9.1 0 .99 1.26 1A3 l\>60 1 0.85 -1.8 0 .16 TABLE 7 • MAXIMUM WIND SPEEDS IMPHI HARDIEPLANK LAP SIDING' 2017/2020 FBC (UIUmatll 2017 FBC/ 2020 FBC/ Design Wind, Spead, 2018 IBC (Nominal v,.•..,, 2018 IBC (Basic Design Wind, Speed, Design Wind Spead, V'·') v..,,~'I') ApplfcabJe to methods Appllc:11bla lo methods spectn~ In S.i:don 1eo_9,1,1 :1p.c:if11d In Excep"ono 1 of 2.017 FBC, 20~0 FSC Of thrnugh 3 of Se<:tion 2018 IBC,ueppll~le 1609.1.1 Of-2017 FBC, ~20 FBC and 2018 IBC Wind exnnsum catonn,.., Wind e --••recai.-.....,., Product Wodth fajteoer Faslener Fra1Tl8 Faslener Buildlog Product Thiclcn8"S f,nches) Type2 Spacing Type10 Spacing Haight' B C D B C D Qnchas) (lndles) (feet) 0.15 198 180 163 154 139 127 20 1.98 175 160 154 135 124 0.090· 2)(4 wood 25 198 171 157 154 133 121 shank X or20 ga, 30 198 168 154 154 130 119 0.215" HD Bliod 1!18•1 35 194 165 152 150 128 118 HardiePtank 5/18 7.5 X 1.5" long naied to framing1 8 40 190 163 150 147 126 116 WSP 7/16" lhick 45 187 161 149 145 124 115 ling shank WSP 50 184 159 147 143 123 114 nail SlleaU,log 55 182 157 146 141 122 113 60 180 158 145 139 12.1 112 100 149 132 124 115 102 96 (1.15 191 173 157 148 134 122 20 191 168 154 148 130 119 0.090" 2X4wood 25 191 185 151 148 128 117 sl1ank X 0<20ga 30 191 161 148 148 125 116 0.215"~10 Bfiod steel 35 187 159 1411 145 123 113 Hard!ePlank 5/16 8 nailed to framing, 8 40 183 156 144 142 121 112 X 1.5" long WSP 7/16" lhld< 45 180 155 143 140 120 111 ring shank WSP 50 177 153 142 137 118 110 nail sl1oalhlng 55 175 151 141 136 117 109 60 173 150 139 134 118 108 100 143 1 27 119 111 98 92 0-15 187 170 154 145 132 120 20 187 165 151 145 128 117 0 .090" 2X4wood 25 187 162 148 145 125 115 shank X or 20 ga. 30 187 158 146 145 123 113 8ind steel 35 183 158 144 142 121 111 Hard&Plank 5116 8.25 0215"HO oailed 10 ftamingt 8 40 180 154 142 139 119 110 X1.5"1~ WSP 7/16" Ulick 45 177 152 140 137 118 109 ring ~hank WSP 50 174 150 13$ 135 116 108 n:1U sheathing 55 172 149 138 133 115 107 60 170 147 137 132 114 106 100 141 125 117 109 97 9 1 0-15 175 159 144 136 123 112 20 175 155 141 136 120 109 0.090· 2X4wood 25 175 151 139 136 117 107 sllankX or20ga. 30 175 148 136 136 115 105 0 .215" HO Blind Slee! 35 172 146 134 133 113 104 Haf"dlt:!Plank-5/16 925 X 1.S" long naijecJ to framing, 8 40 168 144 133 130 111 103 WSP 7/16" lhlok 45 165 142 131 128 110 102 rinashank ""'" "° "'" 140 130 120 109 101 nall •hcalhlrig 55 161 139 129 125 108 100 80 159 138 128 123 107 99 100 132 1 17 102 90 - 0.15 173 157 142 134 121 110 20 173 152 139 134 118 108 O.GOO" 2X4wood 25 173 149 136 134 115 106 O< 20 QB. 30 173 146 134 134 113 104 "1$kX Blind sleet 35 189 144 132 131 111 103 HardlePlonk 5116 9.5 0 .215" HD naJed to framing, 8 40 166 142 131 128 110 101 X 1.5'1ong WSP 111s· m1c1< 45 163 140 129 128 108 100 ring shank WSP 50 160 138 128 124 107 99 nail .shealhing 55 158 137 127 123 106 98 60 157 136 126 121 105 98 100 130 115 -100 89 . 0-15 151 137 125 117 106 97 20 151 133 122 117 103 94 0.090" 2X4wood 25 151 130 119 117 101 93 or20g&. 30 15 1 12a 117 117 99 91 sllank X B lind stool 35 148 126 116 115 97 90 HardlePlan1< 5/18 12 0.215" HO nailed to framing, 8 40 145 124 114 112 96 89 X 1.5' long WSP 7/18' 111/0l< 45 143 123 113 111 95 88 ring !h3nk WSP 50 14 1 121 112 109 94 87 na,11 stJealh\t)Q 55 139 120 111 108 93 86 60 137 119 110 108 92 88 100 114 -88 - 0-15 283 257 233 2 19 199 181 20 283 250 228 219 193 177 0.090" 2X4wood 25 283 244 224 2 19 189 173 shank.X or20gii. 30 283 239 220 2 19 185 170 0.215" HD BUnd sieol 35 277 236 217 2 15 163 166 HlirdlePtaJik 5118 5.25 X1 .5"1~ nalled to framing, 6 40 272 232 215 211 180 166 WSP 7/16' 1111ck 45 287 230 212 207 178 164 ring shank WSP 50 263 2Z7 210 204 176 163 nail s heathtng 55 260 225 209 201 174 162 60 257 223 2/J7 199 173 160 100 213 189 177 165 146 137 atent James Hardie Building Producls, Inc. CAE Engineering Report No.: 2001-10.2.2 December 1. 2020 Page 7 of9 CoefUdents u.ud ln Table 6 c.alcul4tions for'/ - Siding K, AJ!ow.ilie Dsslgn Load (PSF) ExoB ExoC I •=O I<,, "' oc, cac. -SB.a 0.7 0.8S 1.03 h$60 1 0.85 -1,4 0.18 ·56Jl 0.7 0.9 ,,,. 1 0.85 -1.4 0.1• -56.8 0.7 0.94 ,.,2 1 0.85 -1A 0.18 -56.8 0.7 098 1.16 1 0.85 ~VI 0 .1 8 -56.8 0.73 1.01 1.19 1 0.85 -1.-4 0.18 -58.8 0.76 1,(M 1.22 1 D.65 -1 -4 0.18 •56.8 0.785 1.06ft 1 .245 , 0.85 •1.4 0.18 -56.8 0,81 1.09 1.27 , 0.85 -1.-4 0.18 ·56.8 0.8:l 1.11 129 , o.ss -1.4 o.,s -fi6.8 0.85 1.13 1,31 , 0.85 -1., [t.18 -58.8 0.99 1 .. 26 ·1.43 h>80 , 0.85 -1 .8 0.18 -52.5 0.7 0.85 1.03 hStiO t 0.85 -1.• o.,s •52.5 0.7 0.9 1.08 1 0.85 -1.-4 0.18 -52.5 0.7 0.94 1.12 t 0.85 -1.4 o.,a -52.S 0.7 0.98 1.16 1 0.85 •1.4 0.18 -52.5 0.73 1.01 U9 1 (185 -1,◄ 0.18 -52.S 0.76 1.(M 1.22 1 o.as •1.4 0,18 -52.5 0.785 1.065 1.24S 1 0.85 -1-4 0 ,18 -52.5 0.81 :1 .09 1.27 1 0.85 -UI 0 .18 .52.5 0.83 1.11 1.29 , 0.85 _,_,._ 0.16' -525 0.85 1.13 1.31 1 0,85 -IA o.,a- -525 0.99 1.26 1.43 h>OO I 0.85 -1.8 0 .18 ..stJ.7 0.7 0.85 1.03 ,...., I o.as ·1.4 0 ,18 ..stJ.7 0,7 0 .9 1.08 1 o.ss ., ... 0.18 -50.7 0.7 0.94 1.12 1 0.85 ·1A 0.18 -50.7 0.7 0.98 1.1 6 1 0.85 •1.4 0 .1 8 -S0.7 0,73 1.01 1.19 1 0.85 ·1.◄ 0.18 -50.7 0.78 1.04 1.22 , 0,8 5 -1A 0.18 -50.7 0 .785 1.065 1245 1 0.85 •1.4 0.18 -50.7 0.81 1.09 1.27 1 0,85 -1.4 0.18 -50.7 0.83 1·.11 1.29 1 0.85 ·1.4 0.18 -50.7 0,85 1.13 1.31 1 0.85 -l.4 0 .18 -50.7 0.99 1.26 1.43 h>OO , 0.85 ~1.8 0.1a -M.3 0.1 0.85 1.03 ,-,,00 I 0,85 -1.◄ 0.18 -M.3 0.1 0.9 1.{18 , 0.85 -1.4 0.16 -4◄'3 0.7 0.94 1.12 1 0 .65 -1.4 0.18 -44,3 0.7 0.98 1.16 1 0 .65 -1.4 0.16 -44.3 0.1'3 ,.o, 1.19 1 0.85 ·1.4 0.18 -44.3 Op76 1.04 1.22 1 o.es -1.4 0.16 -44.3 0.785 1,0f!S 1.245 1 0.85 ~1,.4 o.1a ...... 0.61 1.09 1..27 1 0 .85 -1.4 0.1a -M.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 -44.3 0.85 1.iS 1.91 1 0.85 -1.A 0 .1 8 -44.3 0.99 1,26 1,4113 11;>60 1 0.85 -1.8 0 .1 8 -43.0 0.7 0.85 1.03 h<8<l 1 0.85 -1.4 0.18 -43.0 0.7 0.9 1.08 1 0 .85 -1,4 0.18 -43.0 0.7 0.94 1.12 1 0.8S -1.4 0.18 -43,0 0.7 0.98 1.16 1 0.85 -1.A 0.18- -43.0 O.)'J 1.01 1.19 1 0.85 -1.4 0.18 -43.0 0.76 1.(M 1.22 , 1 0 .8 5 -1A 0.18 -43.0 0.785 1.065 1 .245 1 0.85 •1.4 0 .18 -<4'3.0 0.91 1.09 1.27 1 0.85 -1.4 0.18 -'3.0 0.83 1.11 129 1 0.85 -1.ol 0.18 ... 3.0 0.85 1.13 1.31 1 0.85 •1,-4 0 .18 -43 .0 0.99 1.:26 1.43 1»60 1 o.as -1.S 0 ,18 ·:tl.0 0.7 0.85 1.03 1"60 1 0.85 -1.4 0.18 -33.0 0.7 0.9 1.08 1 0.85 ~1.-'J 0 .18 -33.0 0.7 0.94 1.12: , o.es -1,◄ 0.18 -33.0 0.7 0.98 1.16 I 0.85 -1.◄ 0.18 -33.0 0.73 1.01 1.19 1 0.85 -1.'4 0.18 •33.0 0.76 1.04 1.22 t 0.85 -1,411 0.18 -33.0 0 .795 1.065 1.24 5 1 0.85 -1.4 0.18 -33.0 0.81 1.09 1.27 1 0.85 -1.4 0.16 -33.0 0.83 1.11 1.29 t 0.85 -1.-1 0.18 -33.0 0.95 1.13 1.3 1 1 0.85 -1.◄ 0.18 -33,0 0.99 1.26 1.43 h>OO 1 0.85 .,.a 0 ,18 -1 15.8 o., 0.85 1.03 -1 D,85 -1.4 0.18 -115.8 0.7 0.9 1.08 1 .... -1,4 0 .18 ·115.8 0.7 0.94 1.12 1 0.85 •t.4 0.1S -115.8 0.7 0.98 1,16 1 WIS -U 0,18 -1'5.8 0.1'3 1.0 1 1.19 t 0.85 -1'4 0 .1a ~115.8 0.78 1,lk 1.22 1 0.85 -1,4 0.18 --11s.a 0.785 1.0S5 1 .245 1 0.85 •l.4 0 .18 -.115.8 0,8"1 1.09 121 I 0.85 -1.◄ 0.18 -115.8 o.-a3 1.11 12" 1 0.85 -1.-4 0 .18 •11S,8 0.85 1.1S 1.3 1 I 0.85 -1.◄ 0.1.8 ·115.8 0.99 1 .. 26 1.◄3 t»S<J t 0.85 ·1,6 0.18 TABLE 7 • MAXIMUM WIND SPEEDS CMPHI HARDIEPLANK LAP SIDING' 2017/2020 FBC (UIUmate 2017 FBC/ 2020 FBC/ Design Wind1 Spettd, 2018 IBC (Nominal v.,•'), 2018 IBC (Basic Design Wind, Speed, D1sl9n Wind Spead, yl,') v..,"·'l Appllcable to m•ttiods Applleabfe to method& Jt;peclfled ln SectJoo 1609.1.1 spectts.o ih E:K.ceptlons 1 or io17 F8C, 2020 fBC or through 3 of Sectlon Z018 ISC, n a pplJcable 160!>. U of 2:017 FBC, 2020 FBC and 2018 lBC Wind e uv1..•111m cat Wind exnnsure cat ........... • Product Width Fastener Fasmnar Fra""' Fastefler Building Product Thickness· (Inches) Type' Spacing Type10 Spacing Height" B C D B C D (lnohos) ~ncl\es) ~eeo 0-15 253 230 209 198 178 162 20 253 223 204 196 173 158 2X4wood 25 253 219 200 196 169 1$5 0.090" or20gai. 30 253 214 197 196 166 152 shank X BUnd steel 35 248 211 194 192 163 150 tiarcf.eRlank 5/16 6 .25 0.215• HD oailodl<l framing, 6 40 243 208 192 188 '161 149 X 1,5" 10<19 WSP 7/16" thick 45 239 205 190 185 159 147 ring -sheok WSP so .235 203 188 182 157 146 natl sheatht119 55 233 201 187 180 156 145 60 230 199 185 178 154 143 100 190 169 15B 147 131 123 0-15 231 210 191 179 163 148 20 231 204 186 179 158 144 0.090" 2X4wood 25 231 200 183 179 155 142 or20ga. 30 231 195 180 179 151 139 shookX Blind steel 35 226 192 177 175 149 137 Harde?lank 5/16 7.25 0.215" HD naijed to framing, 6 40 222 190 175 172 147 136 X 1,S-long WSP 7/16" thick 45 218 187 173 169 145 134 rtng shank WSP 50 215 185 172 166 144 133 na,7 shealhing 55 212 184 170 164 142 132 60 210 182 169 163 1 41 131 100 174 154 14-5 135 119 112 0-15 227 208 187 175 159 145 20 227 200 182 175 155 141 0.090" 2)(4 wood 25 227 195 179 175 151 139 or 20 ga. 30 227 191 176 175 148 136 shank)( Bind steel 35 222 189 174 172 146 135 HarciePlank 5116 7,5 o.21s· HD nailed lO lreming, 6 40 217 186 172 168 144 133 X 1.5' long WSP 7116" lhlci< 45 2 14 184 170 166 142 132 ring Shook WSP 50 2 11 182 168 163 141 130 nail sheathing 55 208 180 167 161 139 129 60 206 178 166 159 138 128 100 170 151 142 132 117 110 0-15 218 198 180 169 153 139 20 218 192 176 169 1'49 136 0 .090" 2X4wood 25 218 1 88 172 169 146 133 or20ga. 30 218 164 169 169 143 131 shank X Bind steeJ 35 213 181 167 165 141 130 H/lrdlePlank 5/16 8 0.215.HD nailed to framing, 6 40 209 179 165 162 139 128 X 1.5"10"9 WSP 1/15" lhh:k 45 206 177 18.1 3' 127 ""9 e.l!o.nt. WSP 50 203 175 162 157 135 125 nail sh'9athing 55 200 173 181 155 134 124 60 198 172 159 153 133 123 100 164 145 136 127 112 106 0-15 214 194 176 166 150 137 20 214 189 172 166 148 133 2X4wood 25 214 184 169 166 143 131 0,090" or20ga. 30 214 181 166 166 140 129 shankX Blind steel 35 209 178 164 162 138 127 Hilltf16Plank S/16 8 .25 0 .215"1-iD nailed to framing. 6 40 205 175 162 159 136 125 X 1.5" long WSP 7118" thick 45 202 173 160 156 134 124 ring shank WSP 50 199 171 159 154 133 123 nail stleathin.9 55 196 170 157 152 132 122 60 194 168 156 150 130 121 100 161 142 134 124 110 104 0-15 200 182 165 155 141 128 20 200 177 161 155 137 125 0 ,090' 2X4wood 25 200 173 158 155 134 123 or20ga. 30 200 169 156 155 131 120 shan~ X Blind steel 35 196 167 154 152 129 119 HardlriPlank 5/16 9.25 0.215" HD nal'8d to framing, 6 40 192 164 152 149 127 117 X 1.S' long WSP 7/16" lhick 45 189 162 150 146 126 115 r1ngshal'\k WSP 50 188 160 149 144 124 115 ,>aJI sheathing 55 184 159 148 142 123 114 60 182 158 146 141 122 113 100 150 133 125 117 103 97 0-15 197 179 163 153 139 126 20 197 174 159 153 135 123 2X4wood 25 197 170 158 153 132 121 0.090" or20ga._ 30 197 167 153 153 129 119 shankX Blind sieel 36 193 164 151 150 127 117 HardiePtanw-5/16 9.5 0 .215" HO naiJed to lramln.g. 8 40 189 162 149 147 125 116 X 1,5"iong nng shank WSP 7/16"11,;cl< 45 188 160 148 144 124 115 WSP 50 183 158 146 142 122 113 nan shea!hing 55 181 157 145 140 121 113 60 179 155 144 139 120 112 100 146 131 123 115 102 95 Client James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.2 December 1, 2020 Page 8 019 Co«ifflchtnt,-used In Table 8 a!ICUliltions fDrV .• 5>,.., I<. PJ!Owablll Oesig<,Lood (fSF) FmB ""•C EmO K., K, GC, GC, ·92.6 0.7 o.as 1.00 ~o j 0.85 -1.4 0,1B -92.6 0., 0.9 1.06 1 0.85 -1,4 0,18 •92,6" 0.7 0.94 1.12 1 0.65 •1.4 0.18 •92,6 0.7 0.98 UI! 1 0,85 -1.4 0.18 ·926 0.73 ,.o, us 1 o.as--1.4 0.18 -92.6 0.76 1.04 t.22 1 0.85 •1.4 0.18 •92.6 0.785 l.065 1.245 1 0.85 •1.4 IJ.18 -92.6 0 .81 1.09 1.27 1 0.85 •1.4 0.18 -92_6 a.as 1.11 1.29 1 0.86 -1.4 0.18 -92.6 0.85 1.13 1,31 1 ll.85 .1.4 0.18 -92.B 0.99 1.26 l.43 h>60 1 0.115 •1,8 0.18 .n:,_ 0.1 0.85 1.03 t,<60 1 0.85 •1.4 0.18 -n.2 0.1 0.9 1.08 1 0.85 -1,4 0 .18 -n.2 0.7 0.94 1.12 1 0.85 -1.4 0.18 -n.2 0.7 0.98 1.16 1 0.85 ·1.4 0.18 •17.2 0.73 1.01 1.19 1 IJ.85 -1.4 0.18 .77:,_ o.m 1.04 1.22 1 0,BS ., .. 0.18 -n2 0.785 1.06S 1.245 1 0.85 .1.4 0,18 -77,2, 0.81 1,09 1.27 1 0.85 -1.4 0 .18 -n2 0.83 1.11 1.29 , 1165 -1.4 0.18 -77.2 0.85 1.13 1.31 , 0.85 -1.4 0 .18 -77.2 0.99 1.26 1A3 h>60 1 0.85 -1.8 0.18 -14 ,1 0.7 0 .85 1,03 ... o 1 0.65 •1.◄ 0.18 -74.1 0.7 0 ,9 1.06 1 o.a5 •1.4 0.:18 -74.1 0.7 0.94 1.12 1 0.85 ·1A 0,18 -74.1 0.7 o.9a 1.16 1 0.8> .1.4 0.18 -74.1 0.73 1.01 1.19 1 D.85 •1 .4 O.,s -74.1 0 .76 1.04 t.22 1 0.85 -t.4 O.HI -74.1 0.785 1.065 1.245 1 0.136 -I.A o,,e -74.1 o.a, 1.09 1,27 1 0.85 -1.A 0.18 -74.1 o.a, 3,1.1 1.29 1 0 .85 •U 0.18 -74.1 0.85 1.13 1,31 I o.ts -U 0.16 •74,l 0 ,99 1.26 1.A3 h>80 1 0:65 -1.a 0.16 -88.6 0.1 0.05 1.03 hS6(] 1 0.85 -1.4 0 .18 -68.6 0.7 0.9 1 .08 1 0.85 ·1.4 0.16 -68.6 0.1 0.94 1.12 I 0.85 -1.4 0.18 ..... 0.7 0.98 1.18 1 0.85 ·1.4 0.18 ...... 0.73 1.01 1.19 1 0.85 -1.4 0.1a ~8.6 0.78 1.04 1.22 1 0.65 -1.4 0.18 ..... 0 .7a!. ,,,,.,. ,,_,-;1~ ' 0'5 _,. "'" -68.6 0.81 1.09 1.27 1 0.65 -1.4 0.18 ~8.6 0.83 1.11 1.29 1 0 .85 •1.4 0.18 -61!.8 0.85 1.13 1.31 1 0.85 •1.4 0.18 -611.8 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 -<16.0 0.7 0.85 1.03 hS60 1 tl.85 ·1.4 0 .18 -86.0 0.7 0 .0 1.08 1 0,85 •1.4 o.,a -66.0 0.7 0.94 1.12 1 0.BS •1.4 0.18 -<16.0 0.7 0.98 1.16 1 0.85 •1.4 0,18. -86.0 0.73 i.Ot 1.19 1 0.65 •1.◄ 0.18 -66.0 0.76 1.04 1.22 1 0.115 •1,4 0.18 .... o 0 .785 1.085 1.245 1 0.65 -1.4 0.18 -fi6.0 o.a, 1.09 127 1 0.85 -1 .◄ 0 .18 -.6.0 0,83 1.1, 1.29 1 0.65 -1.4 0.18 -66.0 D.85 1.13 1.31 1 a.as -1.4 0 .18 -66.0 0.99 1,26 1.43 h>60 1 a.as .,.a 0,18 -57.9 0.1 0.85 1.03 hSM 1 a.as -1.4 0.18 •57.9 0.1 0.9 1.oe 1 0.85 ·14 0.18 -57.9 0.7 0.94 1.12 1 0.85 •1.4 0 .18 -57.9 0.7 0,96 1.15 1 0-85 -1.4 0.1a -57.9 0.13 1.0, 1.19 1 0.85 -IA 0.18 .57.9 0,76 1.04 1.22 1 0.85 ., ... 0.18 -51.9 0.7&5 1.(165 1.245 1 0.0!> -IA O.Hl -117.9 1181 1.00 1.27 1 na• -1.4 0.1a -57.9 0.83 ,.11 ,.,. t nas •1.4 0.18 _,,,_. 0.85 1:13 t.31 1 nas -1.4 o.;a -57.9 0 ,99 1a26 1AJ h:io60 1 o.ao -1.a 0.18 ,56.2 0.1 0,85 1.03 t,<80 1 0.65 -1.4 0 .18 -56,2 0.1 0.S 1.0, 1 0.85 -1.4 D.1 8 -562 0.1 0.9" 1.1 2 1 0.8, •1,.tl 0.18 -662 0.7 0.98 1.16 1 0.85 •1.4 0.18 ·56,2 0.73 1,t>, 1.19 1 0115 ·1,4 0 .18 -562 o.ra 1.04 1.22 1 a.as -IA 0.16 -56.2 0.785 1.065 ,.2.45' 1 0.85 •1.A (U6 -56.2 0.81 1.09 1.27 1 0.85 ... ,.4 0.16 -662 0.63 1.11 1.2S 1 0.85 •Vt 0 .1 8 -61!2 0.65 1,13" l .31 1 0.85 -1.4 0 .18 -662 O.Q9 1.26 1.A3 h>llll 1 0.85 •1.8 0..18 TABLE 7. MAXIMUM WIND SPEEDS IMPHI HARDIEPLANK LAP SIDING' 2017/2020 FBC (UIUmate 2017 FBC/ 2020 FBC/ Oesig.n Wind, Speed, 2018 IBC (N<>mlnal v.,.•"). 2018 IBC (Basic Design Wind, Spead, O..lgn Wind Speed, v"') v-~'·') Applfcablfl to methods Applicable to methods 5peclfledlr, Sectton 1609.1.1 spe,elflod In Exc&ptlons 1 of 2017 ~c. 2020 FBC or through 3 of Section 2018 ISC, asappUcable 1609.1.1 of2017 FBC, 2020 F"SC and 2018 ISC Wind exoasure eaten,-,~ Wind e"nnc-11..n car~ Producl Wlclth Fastener Fastenor Frame Fastener BuUding Product Thickness (Inches} Type2 Spacing Type'° Spacing Height' B C D B C D (Inches) ~nches) (feel) 0-15 173 157 142 134 121 110 20 173 152 139 134 118 108 2X4wood 25 173 149 137 134 115 106 0.000· 0<20 9•-30 173 148 134 134 113 104 shank X Blind steel 35 169 144 132 131 111 103 HerdlePlank 5/16 12 0.215"HD naHed to framing, 6 40 166 142 131 128 110 101 X 1.5" lorg WSP 7116" thick 45 183 140 130 126 108 100 rtng-shank WSP 50 161 138 128 124 107 99 nail sheathing 55 159 137 127 123 106 99 60 157 136 126 121 105 98 100 130 115 101 89 . 1. Installation must be ln ar.tXH'dance with siding manufaclure(s &nSlruct10os. 2. Fastener length shall be suffidanl to penetrate back side of the WSP sl'leallling by at least 114• for nails and 3 f!.141 U'leads for screws. Client: James Hardie Building Products. Inc. CAE Engineering Report No.: 2001-10.2.2 December 1, 2020 Paga9of9 Coeffk:lants uud In Table 6 caleulatlons for V.,., Sldina I(, Allowablo OeslgoLoad (PSF) Exo8 ExoC ExoO I<. II. GC, GC,. -43.1 0.7 0.85 1.03 l\<60 1 0.85 -1.4 0.18 -43.1 0.7 0.9 1.08 1 0.85 -1 ,◄ 0.18 -43.1 0.7 0.94 1,12 1 o.es -1-◄ 0.18 .-.3.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 -43.1 0 .73 1.0 1 1.19 I O.tlS -1.4 0.18 -43.1 0.76 1.04 1.22 1 0.85 •1.◄ 0 .1 8 -43.1 0.785 1.065 1.245 1 0.85 -1.4 0.18 -43.1 0.81 1.()9 1.27 1 o.as •1.4 0.18 -43.1 0.8.1 1.11 1.29 1 o.as ·1 .◄ 0.18 -43.1 0.85 1.13 1.31 1 0.65 -1.4 0.18 -43.1 0.99 1.26 1.43 h>60 1 0.85 ·1,8 0.18 3. Bullding height• mean roof height (in feet) of a building, except that eave height shall be used Forroof angle 0 less than or equal to 10• (2-12 roof slope). 4. V-.4 = nominal design wind speed 5. Viii = uttlmato design wind speed 6. Wm speed design coefficlonl assumptions per 5""tioo 30.4 of ASCE 7-10 andASCE 7-16: K.,•1, K.F0.85, Gc.,,a.1.4 (hS60), GC,=-1.8 (h>tiO), GC;•0.18. 7. 2017 and 2020 fBC Section 1609.3.1 Eq. 16-33, V.,. = V,-.0.6f·' 8. V !::: basic design wind speed 9. 2018 IBC Section 1609.3.1 Eq. 16-33, v ... , V(o.sf-' 10. WSP anachmeot to framing is the responsibility of the project engineer and mu$! t,e designed to resist the required w[n.d loads In the table. LIMITATIONS OF USE: 1) In High Velocity Hurricane Zones (HVHZ) install per Miami-Dade County Florida, NOA 17-()406.06 Florida Product Approval HardieSoffit® Panel • For use inside HVHZ : o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 20-0730.06. Consult the HardieSoffit product installation instructions on the following pages for all other installation requirements. • For use outside of HVHZ, o HardieSoffit Panel fastener types, fastening sc hedule, and insta ll ation shall be in accordance with Engineering Evaluation Report ER 2001-13.1 or 2001-13.2. Consult the HardieSoffit product installation instructions on the following pages for all other installation requirements. lfl'IJllAHI h#JI llf~ ( ft"tl.OW M.W:!i H BU11DNG fth'f.LO PE Pfff'Oftt.MCE lliO , THIS flf!Ot:• IC I ,,~,• -I~ JIJ IN FfflSO~ t'IAfiDfZOOE COM Cftf.A11. t-tt,6-942-7,3, STORAGE & HANDLING: HardieS offi t Panels EfffClTY?N'fll. ~lt Hi MAV ~'IHOC,t,l lJ;l(S ff"HCI OTIIWSW.tlfN curmr.Nll ~sl1U..-.(i >JC r fcSTilllCTIONS BY ffl~111i.J )-,~.(I tJ f ..... ,, ,..1•.-tt•.11 1,,J"A. ,.,,.,_,. Cr., f'IJ ...... 1t•u,., t O tJII • , ... :tn•: 71)-lY.'Y!' ml s·i:. n:ttoo, ru ::amlfD'!l ll•ll'QiJ:'l n»J tu· Mr, 11 n,-r. '"" "',. ,, ... ,r .. ,tttt;~•· ;,,~-.~ ,t\,;to,,,, ... , •2 ■Nf".1,,,,.Hh•b1'>i4t,,,~1t:·1 ,.Jr!n , ~~ .. ,,_;·1u1t·t,n1.b,~ ~ 1!:·•a1 u ,1 ~•a~.iel::-iL SnD:r .wus ~ 11u,::.rr, :r.,~~ua, 11 1,r-1~, tu:111t,11o i 111'1.:1Jar iufro rna:? ■tu~.ro •,,:u :lrdlfft't.1• :JSAA ·.~ll'tl "¥'1Q:IJ;:t•• WH•:l~/ ll't~ GENERAL REQUIREMENTS: I·!, • Hard~S<!~,. panels, IT'.a:y tie 1ns'!1tle!l 11,1 a wlflt cr ~,ell11g O\'l!f ad'Er 11'110d fr ~t 2.0 gauge ?33 mllSJ rtlnlmum to 16 ga!lge (it mll91 l'r&mn!I omrtlt/~ •.-ttn the txaJ eo111~ coll!< se-e gam.tBl l!'JSl:l!ning requte.ments.. Install samtB 10 l'l!.mnal 2 ,: 4 ~amln:i memb9's ap&red a mruimum or 24 1nco~ 011 r.-et1ter /1lij.1l. Ytllh the !~na !llmamlon (."!ff)Nctfar 10 ll!e raftl!r er tust ff~anq. • ftJI ~s molt i,e i,~&11 rr, fra"lltlQ. 1ngs.. 3 & 4: • l!'L':11811 Ytlllllf l:\mlera a'd air 00/l!BIS as r!Qufred trr for.II lloll'.:lng 0!'.d!s. James Haflfie •111 assume no t e~n!Jbil.1r rnr m!tS'lur~ lnHr.rabOn , ·• Ensu,~ ¥,ws ra•,r, ~ c&ps_ MM:!.ikn a mlfl.,.._._'11 I II oap lletw£io:n end ~fl 3~ si!lf"-G & trai /li{l.51. • tmtallld!:.6.Cut ·a!t'.ng at r«l-wa • 1unit..:os. i:'-? 6 ) t' ; • James Heruie nur~ng l'Kd.clfl rto 11des ln&~~IBllm";r,tnd l!lari 1111om-a.tian for t-...lllr ,;s t'o\ttl a ~l'!IJm mm r£Y.I' 11!.'lght er o5 'B!t For lnlllrma:lon on .:"131Bll!ttons al!Ol"e 6C f!eL pl!!llSe conlllC'! JH 1e:11nIca1 !.~rt. INSTALLATION; • H.trlileSl.lr' 1 filllel3. (l'C.St IH1111Sb!ned to e !llbl, nBlaJJle sub&~Le surn as ti •i,ooll z.. s-itt.asas . • Addlll'.oal rrr.-111g rr..ay b! r.t1ed~J !!I tr.s,ue pracer •asli!nh} .. Safflls can be lnitilll!d u lh:wo i n rig we 1. flte_tion 11!~ •,erl! h:tes t !:t111ml tile w;sk)!. 01 lhe "1Y.£' !cf '-"'1ral 1'11:'l.!oll. l • 12 In 10 24 in -Aflle trarfleSom t-VlL'f.~ ~eli pra,10: 5.0. IW'.'.d H&n1l&-SD111t• \'~dl'!us" p!IRB.!3 pri:w:le 1.2.6 squan. lmt~s o1 m,1 ftea 111n111a:;:;fl per lln~!l rcot •• i'IJterr.ihl'<!!!,' •18!11-s CM OP tnsl&l ell IJt;j r,m-Y!:<.'l:d srmn. " II nt>-:eS38J't. an lll3&!1 s&re&n C;!fl be iMlalltd UScng tnnitraumon :rolli!,-YI!. ti:t.t>-net rree ~enfillllon ~\II !Jt-rallJttid. Joirrtlnt Mellloils • IIUlall p.tllel~ In mfldEftli! IX!fl.tacl Ill end;., l)fCYd? P'iC rx metal jOIJTl'fllll, t\lb?f.S 'Y 1&!'18 ~<0!'1118'18 ~ar, ,!t".tl ceull. (11g t}. fHtfflff Positioning • P~slllon :.!S1emts :i.·B n 'rom pan!t edpe-.3 an:1 1'#: cbsEf lhar1 2 r , a.imt, rrc,;, ~orr,m 1,,.ll!n u~no &~ 1 veetet lllan 12 In '1'Ide lfl!I-ii} a11<t no closer j'un r In a,,-a~• trom w n&ra •flen atl!'l{l so-m t tr,at Is ress tturn 7 &q1111 lll 12 1n .... ,ae ll~ a:, ·r.:,,;n:or:J ntal'flnm ro ~~ ·11ni·cr B.l"'Cf ::rw. .me ftl::,: :tt 1 !il6 ~ r, A1Jtw1tt$'tflfl.Ccm t::r~ m i.icur µ; ,,,,- .:n:1 rn ,. 111,1 •'••U •.-,--.-1t c•-•• 1!1f1rO ITffttff ~ JamesHardie lfflffll)SMOIJJII 1 \181TEDf'WS-SMOMlf t ,__\BIIEDSMOOTlf t IIBflBICfDARMll• t ftllTIDfJt.US"'CBWIMIU.• I llllfHIBITTIICBW\MILL• 11111 YlsltJ1mnllln1lGJlros,oom for 11w 1911 n1c1r1t IMl'llon. $!'!20e 'h'3 w·, HardieSoffit~ Panels Figura4 Greater than 12 in Wide Sofflt Figure5 Figure& Figure 3 less than or equal to 12 in Wide Soffit Maintain a minimum 1 in gap between gutter end caps and siding & trim . t l,i 3/8 ln from edge or-sofHt ~ • 0 3/8 in from edge of soffit . ---------- FASTENER REQU IREMENTS • For wood frame construction a minimum 4d common nails spaced 8 in o.c. at panel edges and intermediate framing members spaced up to 24 in on center are suitable in most locations~. • For conventional 20ga -16ga steel frame construction a minimum No. 8-18 x 0.323 in HD x 1 In long ribbed bugle screws spaced 6 in o.c. at panel edges and intermediate framing members spaced up to 24 in on center are suitable in most locations•. *Minimum Basic Wind Speed differs by locality. Where specified levels of wind resistance are required, refer to applicable Building Code Compliance Reports. Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative-treated wood and aluminum products. Fasteners used to attach Hardie Trim Tabs to preservative -treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5." GENERAL FASTENING REQU IREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of AGO or CA preservative-treated wood and aluminum products. Fasteners used to attach Hardie Trim Tabs to preserva- tive-treated wood shall be of hot dipped zjnc-coated galvanized steel or stainless steel and In accordance to 2009 IRC R317 .3 or 2009 IBC 2304.9.5 • Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. • NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific Jurisdiction. Consult James Hardie Technical Services If you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding (no air space). • NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tab les allowing direct to OSB or plywood should only be used when traditional framing Is not available . Figure 5 gul(er and end cap KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a klckout to deflect water away from the siding. It Is best to install a self-adhering membrane on the wall before the subfascia and trim boards are nailed in place , and then come back. to install the klckout. Figure 6, Kickout Flashing To prevent water from dumping behind the slding and the end of the roof intersection , install a "kickout" as required by IRC code R905.2.8 .3: " .. .flashing shall be a min. of 4" high and 4" wide." James Hardie recommends the kickout be angled between 100° -110° to maximize water deflection PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended . This will help control the depth the nail Is driven. If setting the nail depth proves difficult. choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). SNUG FLUSH DO NOT UNDER DRIVE IF, THEN WOOD FRAME rn HAMMER STEEL FRAME FWSH '- REMOVE& REPLACE DO NOT OVER SLANT DRIVE IF, THEN ADDITIONAL NAIL FACE NAIL COUNTERSINK &RlL DO NOT USE ALUMINUM FASTENERS CLIPPED HEAD NAILS STAPLES SF1204 P2/3 04/19 HardieSofflt"' Panels CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie to uch-up kits are required to touch -up ColorPlus products. CAULKING For best resu lts use an Elastomeric Joint Sealan t complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834 . Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written Instructions. I Note: some caulking manufacturers do not allow "tooling". PAINTING DO NOT use stain , oil/alkyd base paint, or powder coating on James Hardie® Products. Factory-primed James Hardie products must be painted within 180 days of installation. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back-rolling is recommended if the siding is sprayed. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming Is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage , application methods, and application temperatu re • DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch -up section COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Care should be take n when hand ling and cutting James Hardie® ColorPlus® products. Duri ng installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch -up should be used sparingly. If large areas require touch-up, replace the damaged area wi th new HardiePlank® lap siding with ColorP lus® Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use or third party louot1-up paJnts or paints used as touch-up tnal are not James Hardie touch-up WIii not be covered under the James Hardie ColorPlus Limited Rnish Warranty. SF1204 P3/3 04/19 DANGER: May cause cancer if dust from product is inhaled. Causes damage ID lungs and respiratory system throogh prolonged or repeated inllalatklo of dust from product Refer ID the current product Safety D.wi Sheet before use . llle hazard associated with fiber cement arises from crystalline slfica present in tile dust generated by activitles such as cutting, rnacflinlng, drilling, rOIJ!ing, sawing, crushing, or olllerwise abradlng fiber cement. and when cleaning up, disposing of or mDVillQ the dust vn,en doing any of these activities In a manner that generates dust you must (1) comply with the OSHA standard for silica dust and/or other applicable llll'l, (2) follow James Hardie cutting instructions to reduce or limtt the release of dust; [3) warn others In the area to avoid breathing the dus~ (4) Wilen using mechanical saw or high speed cutting tools, wOlk outdoors and use dust collectioo equipmen~ anc (5) if no other dtJst controls are avallable, wear a dust mask or respirator tllat meelS NIOSH re11uiremen\S (e.g. N-95 dust masl<). During clean-up, use a well maintained vacuum and filter appropriate fur capturing fine (resplrable) dust or use wet clean-up metllod$ -never dry sweep. A \'/ARNING: This product can elljlose you to chemicals Including resplrable crystalline silica, which is known to the state of Cal~omla to cause cancer. For more Information go to P65Wamlngs.ca,qoy. RECOGNITION: In accordance with ICC·ES Evaluation Report ESR-2273, ttardleSOffit® panel is recognized as a suitable alternate to that specified In the 2006, 2009, 2012 & 2015 International Residential Code for One end Two-Family Dwellings, and tile 2006, 2009, 2012 & 2015 International BuDding Code, HardieSoffit panel Is also recognized for application in the following: State of Florida Product Approval FL 13265, Miami-Dade County Aolida NOA No. 17 ·0406.06, U.S. Dept of HUD Materials Release 12631, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California DSA PA-019. These documents should also be oonsutted fur additional Information concerning tile suitability of this product for specific applications. C 201 9 James Hardie BIJndlng ProdUcts, Inc. All rights reserved TM, SM and ® denote trademarks or registered trade-of James Harcfio Tecl\Oology Limited. Pruduct warranties, safety information and additional instlllattoo Information an, available at jameshan!lepros,CO!II ~•JamesHardie FORM R405-2020 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION -Florida Department of Bus iness and Professional Regulation -Residential Performance Method Project Name: Street BISHOP Residence 1018 Main St City, State, Zip: Owner: AUantic Beach • FL , 32233 Bishop Design Location: FL, Jacksonville 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5 . Is this a worst case? 6 . Conditioned floor area above grade (ft2) Conditioned floor area below grade (ft2) 7. Windows(70.0 sqfl.) Description a. U-Factor : Dbl, U::0.40 SHGC: SHGC::0.25 b. U-Factor: NIA SHGC: C. U-Factor: NIA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Skylights c. U-Faclor:(AVG) NIA SHGC(AVG): NIA 9 . Floor Types (270.0 sqft.) a_ Slab-On-Grade Edge Insulation b . NIA c. NIA New (From Plans) Detached 0 No 270 0 Area 70.00 f12 ft2 ff2 1.167 ft. 0.250 Area ft2 Insulation Area R=0.0 270.00 ft2 R= ft• R= ft2 Bu1Ider Name: ~ ~~ et,J U>~ LLC Permit Office: Duval Permit Number: ~ES;'t-2.I-C>OIZ Jurisdiction: A ~ /!!J;S4t!,H- County: Duval (Florida Climate Zone 2 ) 10. Wall Type!(388.0 sqft.) a. Frame -Wood, Exterior b . NIA c. N/A d. NIA 11. Ceiling Types (270.0 sqft.) a. Under Attic (Vented) b. NIA c. NIA 12. Ducts 13. Cooling systems a. Central Unit 14. Heating systems a. Electric Heal Pump 15. H ot water systems a. b. Conservation features None 16. Credits Insulation Area R=1 3.0 388.00 ft2 R= ft 2 R= ft> R= ft' Insulation Area R=38.0 270.00 f12 R= ft2 R= ft• R ft' kBtulhr Efficiency 9 .0 SEER:16.00 l<Btulhr Efficiency 9.0 HSPF :9.00 Cap: 50 gallons EF: 0.000 CF, Pstat Glass/Floor A rea : 0.259 Total Proposed Modified Loads: 10.97 PASS Total Baseline Loads: 11 .90 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. 2021 .05.20 PREPARED BY: [,( Mi(;W ~ 20:05:58 DATE: { _ ,----- www.1e.(ent'f'gyforms..com -QS 'OQ I hereby certify that this building, as designed, is in compliance with the Florida Energ~. OWNER/AGENT:____,,~c---,,>"'--'""-T--,f'=-==-h=,,------ DAT E: . 1 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: -Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance req uires an Air Barrier and Insulation Inspection Checklist in accorda nce with R402.4.1.1 and t h is project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). • Proposed Qn of NAN exceeds the perfo rmance method default llmit of 0.08 and therefore does not req uire duct testing. R405 .2.3 ,,-., 5120/2021 8:03 PM EnergyGauge® USA 7 .0.00 -FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 1 of4 FORM R405-2020 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX*= 92 The lower the EnergyPerformance Index, the more efficient the home. 1018 Main St, Atlantic Beach, FL, 32233 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is th is a worst case? 6. Conditioned floor area (ft2) 7. Windows .. a. U-Factor: SHGC: b. U-Factor: SHGC: c. U-Factor: SHGC: d. U-Factor: SHGC: Description Obi, U=0.40 SHGC=0.25 NIA NIA NIA Area Weighted Average Overhang Depth; Area Weighted Avera_ge SHGC: 8. Skylights Description a. U-Factor(AVG): N/A SHGC(AVG): NIA 9. Floor Types a. Slab-On-Grade Edge Insulation b. NIA c . NIA New (From Plans) 10. Wall Type and Insulation Detached a. Frame -Wood, .Exterior b. NIA c. NIA 0 d. N/A No 11 . Ceiling Type and insulation level a . Under Attic (Vented) 270 b. N/A Area C. N/A 70.00ft' 12. Ducts, location & insulation level ft2 13. Cooling systems ft' a. Central Unit ft2 14. Heating systems 1.167 ft. a Electric Heat Pump 0.250 Area 15 . Hot water systems ft' a. b . Conservation features Insulation Area None R=0.0 270.00 ft2 Credits (Performance method) R= ft• R= tt• I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: ~ Address of New Home: IOI B MA-)N $T ;J City/FL Zip:~~ r'-1 .3 2.z3 6 Insulation Area R=13.0 388.00 ft 2 R= ft' R= ft' R= ft2 Insulation Area R=38.0 270.00 ft2 R= ft' R= ft' R ft' kBtu/hr Efficiency 9.0 SEER:16.00 kBtu/hr Efficiency 9.0 HSPF:9.00 Cap: 50 gallons EF: CF, Pstat *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida Energy Rating. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5120/2021 8:04 PM EnergyGauge® USA 7.0.00-FlaRes2020 FBC 7th Edition (2020) Compliant SoftWare Page 1 of 1