The URL can be used to link to this page

367 BELVEDERE ST - ADDITION, SIDING & INTERIOR REMODEL DRAWINGS CITY OF ATLANTIC BEACH r S 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 19 RESIDENTIAL ALT/OTHER MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-RAAR-1507 Job Type: RESIDENTIAL ALTERATION Description: INSTALL NEW HARDIE BOARD SIDING, INTERIOR REMODEL AND A 10' x 26' ADDATION Estimated Value: $50,000.00 Issue Date: 8/3/2016 Expiration Date: 1/30/2017 PROPERTY ADDRESS: Address: 367 BELVEDERE ST RE Number: 170703-0266 PROPERTY OWNER: Name: LINSELL, IAN KETTLEY Address: PO BOX 330331 GENERAL CONTRACTOR INFORMATION: Name: DSM RENOVATIONS LLC Address: 1433 PONTE VEDRA BLVD Phone: - - PERMIT INFORMATION: PUBLIC WORKS: All silt must remain on-site during construction. Roll off container company must be on City approved list and container cannot be placed on City Right- of-Way. (Approved: Advanced Disposal, Realco, Republic Services, Shapell's, Sunshine Recycling and Waste Pro). Full right-of-way restoration, including sod, is required. FEES: PLAN CHECK FEES $150.00 BUILDING PERMIT FEE $300.00 STATE DCA SURCHARGE $4.50 STATE DBPR SURCHARGE $4.50 PERMIT IS APPROVED ONLY IN ACCORDANCE. WITH ALL CITU OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH y, 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Total Payments: $459.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach 'ECIVE APPLICATION NUMBER (To be assigned by the Building Department.) Building Department 800 Seminole Road JUL 0 7 2016 ! 1 6—r(�`6e �— S07 I, X Atlantic Beach, Florida 32233-5445 Phone (904)247-5826 • Fax(904)24 45 Date routed - f x.,19' E-mail: building-dept@coab.us City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address:�� C ent review required Yes No \ n Build Applicant: _ I \ \ ReNOy t (Oj�S tanning &Zoning Tree Administrator _ Project: I �% 'qf—:._'` City of Atlantic Beach APPLICATION NUMBER ,rte y1 Building Department �, �' ` (To be assigned by the Building Department.) 800 Seminole Road v—R eovq fR— L S 07 Atlantic Beach, Florida 32233-5445 07Phone (904)247-5826 Fax(904)24# JUL45 2016 Ni ED);t!> E-mail: building-dept@coab.us B� Date routed: 3 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: C�-U��E�C* `�( _D-epartMent review required Yes No Buildi Applicant: ��I� �ErvoV P l 10 N 1, (- fanning &Zoning Tree Administrator Project: I `�"G Z(t�CZ GAO()C Public Works ff'Cblic Utilities > �0 l L Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ®Approved. ❑Denied. (Circle one.) Comments: Jet Avid (O*tftTj BUILDING PLANNING &ZONING Reviewed by: Date: / TREE ADMIN. Second Review: ❑Approved as revised. ❑ nied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: i Reviewed by: Date: Revised 05/14/09 i I ir�,1r City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road L ��(�� L S 07 Atlantic Beach, Florida 32233-5445 \ �, z Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 3 C City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address:�� 1 �C� U�p -� �� pe-partMent review required Yes No Build- Applicant: uildApplicant: �� rvoy{IrT l OSS fanning &Zoning Tree Administrator Project: I ND'VC-4L4 02 QC C� Public Works cry _ ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING / PLANNING &ZONING Reviewed by:09;:9�10 y / Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: i Reviewed by: Date.- Revised ate:Revised 05/14/09 ,rs y%,% . TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Department of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach, FL 32233 (P)904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION FX_ Owner(s) r Legal Authorized Agent* NAME OF APPLICANT DSM Renovations LLC NAME OF COMPANY DSM Renovations LLC ADDRESS OF COMPANY AtA South,Ponte Vedra Beach 32082 PHONE (904)239-0059 CELL (904)239-0059 EMAIL dsmcph@comcast.net CONTRACTOR CERTIFICATION NUMBER CBC1255922 ATLBCH BUSINESS TAX RECEIPT NUMBER 58430 SECTION 11-SITE INFORMATION STREET ADDRESS OF PROPERTY 367 Belvedere Street,Atlantic Beach If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION 35-64 16-2S-29E Sea Spray LOT 33 BLOCK 1 SUBDIVISION Sea Spray REAL ESTATE NUMBER 170703 0266 LOT OR PARCEL SIZE: SQ FT 1240 AC RESIDENTIAL x COMMERCIAL OTHER(SPECIFY) 1 affirm that 1 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, FL and/or 1 have participated in a pre-application meeting with the Administrator of those regulations. Subsequently, 1 affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described or adjacent properties in conjunction with this project. SIGNAT E OF 0 SIGNATURE OF OWNER Signed a worn befo e n this day of �G�l y State of �0. County of Do VQ, Identification verified: f V` (o_— 7 A (p 17 Z Oath sworn: (— Yes r No TONT GINDLESPERGER -4 MV COMMISSION#FF 924951 ' ) R EXPIRES:Oc tober6.2019 Not nature Bonded Thru Notary Pubrrc Underwr tars My Commission expires: City of Atlantic Beach APPLICATION NUMBER / ' . ' . Building Department (To be assigned by the Building Department.) `�SI) 800 Seminole Road 1� X Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-deptr@coab.us Date routed: C 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: / �C� U�C)E'P-� �( ePax#�ent review required Ye o Buildi Applicant: ��I� �EIvoV l ��S < fanning &Zoning Tree Administrator Project: I �Y- Q-4 02 C-n'kC:)DCfu Public Works {� ublic Utilities-, `-Tl 0 K:) t�\ E-cA_) Public Safety I � f Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS _ Reviewing Department First Review: MApproved. ❑Denied. t le e. Comments: LDING PLANNING &ZONING a-•�•/ Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: I Reviewed by: Date.- Revised ate:Revised 05/14/09 DO NOT WRITE BELOW_- _OFFICE USE ONLY App ica e Co es: 20 0 FLORIDA BUILD NG CODE Review Result (circle ane)• Approved Disapproved Approved w/ Conditions Review Initials/Date: �7 • /� Development Size ( OFFICE COPY Habitable Space c?6c? S•F. Non-Habitable Impervious area Miscellaneous Information Occupancy Group Type of Construction v t3 Number of Stories I Zoning District Q S, Max. Occupancy Load Fire Sprinklers Required Flood Zone )c' Conditions/Comments: J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 _ OFFICE COPY (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 7.8.2016 Permit#: 16-RAAR-1507 Applicant: DSM Renovations Site Address: 367 Belvedere St.,AB Site Address: 1433 Ponte Vedra Blvd.,Ponte Review: 1 Vedra RE#: Phone: 904-239-0059 Email: dsmc n comcast.net Prop. Owner: John McPherson Phone: 404-569-9934 Corre tion Comments: This is only review comments from o artments. Application is disapproved for the following issues: 1. From the 2014 Florida Building Code 5 t Edition - Existing Building,choose a construction method of compliance and alteration level, Chapter 3, Section 301. This information shall be submitted on a new cover page of the plans page al. 2 copies shall be needed an you will have to remove the existing cover page and insert the new page into both of the submitted sets of plans. Submit 2 copies of the Florida Building Code, Energy Conservation Forms R402-2014." 3. ubmit 2 copies of a construction site management plan. Guidelines for this was_atfached to t ermit application. �r2 Mike Jones /Proy Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 GyronO &.1"Cj,j aot'q�Y�s's. FILE COPY rSy1i`lr``-`JBUILDING PERMIT APPLICATION S i; - CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)247-5845 Job Address: 363 �e) Uw e( - �� , Permit Number: Legal Description 3 S-64 1 to•-29 2q e ' "h�RE# Valuation of Work(Replacement Cost)$50,000 Heated/Cooled SF Non-Heated/Cooled ■ Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door ■ Use of existing/proposed structure(s) (Circle one): Commercial Residential ■ If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No /A ■ Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: 1 N j;—,A.Lt_ CefnpL .K;y 00 CCk �i�l`'�d - IN ►�� F12AN1E Sm AU_ A6p t170Kj cv.,i5T1Ni� Lp�F3. Florida Product Approval# for multiple pro is use product approval form Property Owner Information (\J E::I,�) ra us,ccs Name:John rn cpjo�,j Address: , City State Zip Phone E-Mail ScYYI C In() U),f11 has i, ' Owner or Agent (If Agent,Power of Attomey or Agency Letter Required1 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Contractor Information: �' -�/ / Name of Company:-i-✓�� L Qualifying Agent: �K�1 Y` � S0 Address: I`I M 1l City P V State Zip Office Phone �j(?�Z��Z-� `y _Job Site/Contact Number - 5 - q State Certification/Registratio�}# LBG J2 5��ZZ E-Mail .0 Architect Name&Phone# V t _ _ i J Engineer's Name &Phone# Worker's Compensation Exempt usurer ease mp oyees xptratton ate Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced trot to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating const ion in this jurisdiction. his permit becomes null and void if work is not commenced within six(6 months, or if construction or work:s sus abandoned for a period o six(6 months at any time after work is commenced. I understand that separate permits must be secure ctrical ork,Plumbing, Signs, ells,�ools,Furnaces,Boilers,Heaters,Tanks and Air Conditioners,etc. Bef_°°atureeof Prope Signature of Contractor: thi y of Before me this Da n z Q Notary Public: Notary Public: I hereby certify that I have read and examined thisapplication and know the same to b tc ;` cors�ONIGIHOt ns o ws and ordinances governing thi nvhether specified here ;$i ot,' TIM /E�gp"$o na does not presume to give authority a ." jq ur cbANt�iINDIESiuu.� any other federal, stat =.Q IaBXDI{ 6ftr� esc nor the er ormance o constructs 'i .: MY COMMISSION k FF 924951 <e •,�;a Bondod Thor Wtary Pu5k Underwrtels EXPIRES:October 6,2019 ?qf Bonded 7hru Notary Public UnderwMers KOX 10 61"4-70 MC13790 MAP SHOWING SURVKY OF LOT-AIL-BLOCK AS SHOWN ON MAP OF WASMAY AS RECORDED IN PLAY BOOK 3-5 WAGE SOI•PUBLIC RECORDS OF DUVAL CO.,FLA. FOR 7HOC A/fW MET 61 Bz'LI/eDEiPE xror ET -m~ N 22'-f,*4W 0 r4,AdW t p cove de v' d.'04- 'o V •!d ti ,ti• i •Bwd.'4/Alar � ' wirN '"W'wz r~y ,d4' Ursa o I t7� 26� �. Fia n g �. Ldo,', ont tits approw vrrif 's c :pplirable ��wAOW aevelop ant r I a, but . no. „onsti• � ppro vai or the Issuance of permit, Compliav;e vith ,FloridaState Building Code ertd all otner appiicabis REr S � r•al, State and Federal permi+*;^g re-; `rern-rts ��V/ rust be verified by ature o' + Awintic tttnech Building Off I prior to a is �F-1ce of a 3uilding Permit. 11� Approved I%- Date: m Ir V men: �i ector City Of Atlantic C'Oac,h • B�ii�in� and Zoning 9-1it_6oe A4,4.o?lf4-' AB, 1984 AoVrlr AtrAV ,&.e 1AVA& FGZj,VD.I7/ON -faA'VJ-Y o -eQAL4*r AA /904 Ivo re vova .wee em4e. +� a f ❑ Roof Plan: • Indicate how attic is to be ventilated. n • Indicate roofing types. (� ❑ Sections and Details: • Typical wall sections for each dissimilar wall type, including insulation. • Stair sections with guard and handrail details. • Balcony guardrail and deck and flashing details. • Exterior wall covering details. ❑ Electrical Plan: • Riser diagram including size and type of service entrance conductors • Location of all receptacles, switches and the distribution panel. • Required plan note: "All electrical wiring to be in accordance with 2011 NEC. Provide arc-fault and ground fault circuit interrupters as required by NEC. ❑ Plumbing (please note if the following applies): • New or existing private well on property • Irrigation to be installed • Irrigation meter desired Trees: • Tree Removal Permit Application. • If no trees are to be removed, please submit a Tree Affidavit. 2 M r FILE COPY3. City of Atlantic Beach Complete Plans Checklist 's F ivy' Provide (2) copies of signed and sealed Architectural/Engineering Plans to include five (5) sets of Site Plans. (Note: Commercial projects will need (3) sets of signed and sealed plans; one to be sent to Fire Department for review.) ❑Cover Page: • Address of project '� • Occupancy Class: For One&Two family"Group R-3". • Applicable codes; 5th Edition Florida Building Code and Florida Fire Prevention Code, 2011 National Electrical Code, and COAB Code of Ordinances. Energy forms as required by Florida Energy Code. k/��N y9in0 • Index of all drawings &attachments and all pages numbered. a1"At... • Printed name, contact info, date and signature of person responsible for the design of the structure.✓ ❑ Site Plan (Legal Survey): • Distance of proposed house to property lines. • Flood Zone. have, -elalri'ng 5w44--A • Proposed Finish Floor Elevations for lowest habitable space and garage. ��nouS • A/C compressors, generators, LP gas tanks, pool equipment etc. p • Driveways, walkways, patios... pr„tv,d.-.5 &W • Impervious Surface Area (lot coverage) calculations—tabulation of all impervious areas required • Drainage plan with supporting on-site water storage calculations, and location of easements. Contact Public Works for information on On-Site Storage requirements for added impervious surface area. ❑ Erosion & Sediment Control Plans (Can be included on Site Plan/Survey): • Silt fence location, construction detail and maintenance plan. AOQS iio-r • Installation must be inspected and approved by Public Works before any site work is st ed. • Inlet protection (if existing storm water inlets are adjacent to property. ❑ Construction Site Management Plan (Can be included on Site Plan/Survey): Location of any proposed demolition Grading &drainage surface water management plan ams n ��r l • Onsite &offsite parking for construction workers U • Location of temporary fencing with height and screening indicated Location of(Atl. Beach franchise approved) dumpster. Location of construction trailer, chemical toilet, soil stockpile, and materials storage. COAB Code of Ordinances—Sec.6-18 ❑ Foundation Plan: • Required plan note i.e.: "A foundation survey shall be performed and a copy of the survey shall be on the site for the building inspector's use prior to framing inspection." Or, "all property markers shall be exposed and a string stretched from marker to marker to verify required setbacks." ❑ Floor Plan: Size and arrangement of all rooms and intended use. • Locate air handlers, fireplaces, water heaters, attic access, etc. • Label accessible 1st floor bathroom, egress, windows, window sill height, etc. ❑ Elevations ❑ Structural Engineering: • Structural design criteria, loading requirements indicated. • Shear Wall plan. Size all beams, headers and support requirements. • Detail uplift& load path connections. • Engineers embossed seal required. Supporting structural calculations included. (FBC-sec.1603) • Truss and delegated engineering must be signed off by Engineer of Record as meeting his/her design. 1 FILE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH FLORIDA Project Name: Permit # /(� - �/��/Q —J �C+7 Project Address: 7j (� / V-.e �—e/� 5T Af (a�tnr7 � �� As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.florid abuildin .or . Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS - 1. Swinging _ - 2. Sliding bon d, V ',4 15)1;6, 3. Sectional 4.Roll up 5.Automatic 6.Other B. WINDOWS 1. Single hung 2.Horizontal slider 3.Casement 4.Double hung 5.Fixed 6.Awning 7.Pass-through 8.Projected - 9.Mullion 10.Wind breaker 11.Dual action 12. Other Category/Subcategory Manufacturer Product Descriptionimitation of Use State# C.PANEL WALL Local# 1. Siding 2. Soffits 70 1T, k, i A V4 L 3.EIFS _ 4. Storefronts S.Curtain walls 6. Wall louvers 7. Glass block 8.Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D.ROOFING PRODUCTS I.Asphalt shingles 2.Underlayments v z fJ0 a ►'ICA 3.Roofing fasteners 4.Nonstructural metal roof 5. Built-up roofing 6.Modified bitumen 7. Single ply roofing - .- 8.Roofing tiles 9.Roofina insulation 10. Waterproofing 11. Wood shingles/shakes 12.Roofing slate 13.Liquid applied roofing 14. Cement-adhesive coats 15.Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Category/Subcategory Manufacturer Product Description imitation of Use P State# Local# E. SHIiTTERS I.Accordion 2.Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F.7TRUCTURAL 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 F r ubcate o g ry Manufacturer Product Description Limitation of Use State# Local# XTERIOR OPE PRODUCTS --------------- In addition to completing the above list of manufacturers, product description and State approval number for the products used on this Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and project,in tallatih instructions along with this Product Approval Sheet. onn I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the on listed in this document must be approved by the Building Official. es (Contractor Name) (Print Name) (Signature) Company Name: �J -11,l Lu�_ Mailing Address: City :,�A4 V: State: `j Zip Code:�,�j L L Telephone Number: ( ) Fax Number: ( ) Cell Phone Number: (�'�( ) / (fin!:�J E-mail Address: d , OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: DMS-367BELVEDERE Builder Name: DSM RENOVATIONS LLC Street: 367 BELVEDERE STREET Permit Office: DUVAL COUNTY City,State,Zip: ATLANTIC BEACH , FL,32233 Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville County:: DUVAL(Florida Climate Zone 2) 1. New construction or existing Existing(Projecte 9. Wall Types(1552.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=11.0 1312.00 ft2 b. Frame-Wood,Adjacent R=11.0 240.00 ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1500.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1500.00 ft2 6. Conditioned floor area above grade(ft2) 1500 b.N/A R= ft2 c. R= ft2 11.Duuctct Conditioned floor area below grade(ft2) 0 s R ft2 7. Windows(159.0 sqft.) Description Area a.Sup: 1st Floor, Ret: 1st Floor,AH:Garage 6 115 a. U-Factor: Dbl,U=0.30 159.00 ft2 SHGC: SHGC=0.20 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 34.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 34.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.200 14.Hot water systems a. Electric Cap:50 gallons 8. Floor Types (1500.0 sqft.) Insulation Area EF:0.940 a.Slab-On-Grade Edge Insulation R=0.0 1500.00 f12 b. Conservation features b.N/A R= ft2 None c. N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.106 Total Proposed Modified Loads: 38.76 PASS p SS Total Baseline Loads: 39.98 I hereby certify that the plans and specifications covered by Review of the plans and 0,1 SrAr� this calculation are in compliance with the Florida Energy specifications covered by this V : _ - , 0�, Code. calculation indicates compliance J FERNANDEZ(ESIGN) with the Florida Energy Code. ��, ;' �',;'� `,�BOE PREPARED BY: Before construction is completed DATE: 07/2016 _ _ _ _ this building will be inspected for ui s. compliance with Section 553.908 „ I hereby certify that this building, ' esigned, is in compliance Florida Statutes. Jy� with the Florida Energy Code COO WEA OWNER/AGENT: BUILDING OFFICIAL: - DATE: (!1 __ DATE: __ l Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance wit 218.r�dmgt1Vpe test report in accordance with R402.4.1.2. (� V AUG 1 2016 Li 7/26/2016 3:06 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Soft are Page 1 of 4 FORM R405-2014 PROJECT Title: DMS-367BELVEDERE Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1500 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: DSM RENOVATIONS LLC Rotate Angle: 0 Street: 367 BELVEDERE STR Permit Office: DUVAL COUNTY Cross Ventilation: No County: DUVAL Jurisdiction: 261300 Whole House Fan: No City,State,Zip: ATLANTIC BEACH , Family Type: Single-family FL, 32233 New/Existing: Existing(Projected) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSON VILLE–INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 1500 12000 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1500 12000 Yes 3 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1 st Floor 190 ft 0 1500 ft2 ---- 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1581 ft2 250 ft2 Medium 0.85 No 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1500 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area — Framing Frac Truss Type 1 Under Attic(Vented) list Floor 30 Batt 1500 ft2 0 Wood 7/26/2016 3:06 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below It nrnt To Wall Typp 1 W Garage Frame-Wood 1 st Floor 11 22 8 176.0 ft2 0.125 0.75 0 2 S Garage Frame-Wood 1 st Floor 11 8 8 64.0 ft2 0.125 0.75 0 3 W Exterior Frame-Wood 1 st Floor 11 5 8 40.0 ft2 0.125 0.75 0 4 S Exterior Frame-Wood 1st Floor 11 2 8 16.0 ft2 0.125 0.75 0 5 W Exterior Frame-Wood 1st Floor 11 28 8 224.0 ft2 0.125 0.75 0 6 N Exterior Frame-Wood 1st Floor 11 32 8 256.0 ft2 0.125 0.75 0 7 E Exterior Frame-Wood 1 st Floor 11 29 8 232.0 ft2 0.125 0.75 0 8 N Exterior Frame-Wood 1st Floor 11 10 8 80.0 ft2 0.125 0.75 0 9 E Exterior Frame-Wood 1 st Floor 11 26 8 208.0 ft2 0.125 0.75 0 10 S Exterior Frame-Wood 1 st Floor 11 32 8 256.0 ft2 0.125 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated 1st Floor None .46 3 6 8 20 ft2 2 W Insulated 1st Floor None .46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang �/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 5 Vinyl Double(Clear) Yes 0.3 0.2 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 W 5 Vinyl Double(Clear) Yes 0.3 0.2 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 E 7 Vinyl Double(Clear) Yes 0.3 0.2 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 E 7 Vinyl Double(Clear) Yes 0.3 0.2 6.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 E 9 Vinyl Double(Clear) Yes 0.3 0.2 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 E 9 Vinyl Double(Clear) Yes 0.3 0.2 63.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 7 E 9 Vinyl Double(Clear) Yes 0.3 0.2 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 456 ft2 384 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0003 1180.4 64.8 121.87 .231 5.9018 7/26/2016 3:06 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM # System Type Subtype _ Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.5 34 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 34 kBtu/hr 1020 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type_ SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ----Supply---- ----Return---- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 1st Floor 6 115 ft2 1st Floor 88 ft2 Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling [[X]]Jan [X]Feb [[X Mar Apr X May X Jun JuI (X]Aug JXXJ Sep X Oct X Nov X Dec Heating (X]Jan [X]Feb [X�Mar �X Apr �X�May �X�Jun JXJ XJul EX]Aug Sep �X�Oct €X�Nov X Dec Venting [X Jan [X]Feb [X Mar Jun X Jul X]Aug X Sep Thermostat Schedule: FloridaCode 2014 Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Cooling(WEH) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Heating(WD) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 Heating(WEH) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 7/26/2016 3:06 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 367 BELVEDERE STREET, ATLANTIC BEACH, FL, 32233 1. New construction or existing Existing(Projecte 9. Wall Types Insulation Area a.Frame-Wood, Exterior R=11.0 1312.00 ft 2. Single family or multiple family Single-family 2 b. Frame-Wood,Adjacent R=11.0 240.00 ft 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 1500.00 ft2 6. Conditioned floor area(ft2) 1500 b.N/A R= ft2 c. R= ft2 7. Windows- Description Area a. U-Factor: Dbl,Up0.30 159.00 ft2 11.Ducts R ft2 a.Sup: 1st Floor,Ret: 1st Floor,AH:Garage 6 115 SHGC: SHGC=0.20 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 34.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 34.0 HSPF:8.50 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.200 8. Floor Types Insulation Area 14.Hot water systems Cap:50 gallons a.Slab-On-Grade Edge Insulation R=0.0 1500.00 ft2 a. Electric EF:0.94 b.N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building O4TIAE ST41,,, Construction through the above energy saving features which will be installed (or exceeded) ti p in this home before final inspectioteature herwise, a new EPL Display Card will be completed based on installed Code complian 'r++ Builder Signature: Date: a Address of New Home: ?�� + ��► - City/FL Zip;�j l- .r�C0 WlE * WE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7/26/2016 3:06 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 367 BELVEDERE STREET Permit Number: ATLANTIC BEACH ,FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. IN 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085, Florida Statues]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 compliance for the building.A copy of the EPL display card can be found in Appendix C. ® R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. Q R402.4.1 Building thermal envelope. 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. R402.4.1.1 Installation. 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 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by 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. 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;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. O R402.4.4 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 E 283 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. C� R403.1.1 Thermostat provision(Mandatory).At least one thermostat shall be provided for each separate heating and cooling system. ® R403.1.3 Heat pump supplementary heat(Mandatory).Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. Q R403.2.2 Sealing(MandatoryAll ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 L/min)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 L/min)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 L/min)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 7/26/2016 3:06 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. ® R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ® R403.4.3 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'/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies(Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 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). R403.4.4.1.2 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. 0 R403.4.4.2 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 met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems.Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ® R403.5 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. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,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. 7/26/2016 3:06 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal, rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 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 R403.6.1. 0 R403.6.1.3 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 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt 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 55°F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space 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 gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 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. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. 0 R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 7/26/2016 3:06 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: DMS-367SELVEDERE Builder Name: DSM RENOVATIONS LLC Street: 367 BELVEDERE STREET Permit Office: DUVAL COUNTY City,State,Zip: ATLANTIC BEACH , FL,32233 Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities 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. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 7/26/2016 3:06 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Project Summa Job: DSM-637 BELVEDERE ST... wri htsoft Summary Date: 07/2016 9 Entire House By: JLF FLORIDA AIR SERVICE 8r. ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project • • For: DSM -637 BELVEDERE STREET, DSM RENOVATIONS 637 BELVEDERE STREET, ATLANTIC BEACH, FL 32233 Notes: Design Information Weather: Jacksonville Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 70 °F Inside db 75 °F Design TD 31 °F Design TD 17 °F Daily range L Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 20170 Btuh Structure 21269 Btuh Ducts 4812 Btuh Ducts 6860 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24982 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 28129 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2046 Btuh Ducts 1644 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ftp 1500 1500 Equipment latent load 3690 Btuh Volume(ft') 13500 13500 Air changes/hour 0.54 0.23 Equipment total load 31819 Btuh Equiv. AVF (cfm) 121 52 Req. total capacity at 0.75 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make CARRIER Make CARRIER Trade 3.0 TON Trade 3.0 TON Model CH14NBO36 Cond CH14NBO36 AHRI ref 8068612 Coil FB4CNP036 AHRI ref 8068612 Efficiency 8.5 HSPF Efficiency 11.5 EER, 14 SEER Heating Input Sensible cooling 25500 Btuh Heating output 34000 Btuh @ 47°F Latent cooling 8500 Btuh Temperature rise 26 °F Total cooling 34000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2016-Jul-2616:21:31 A�-, ' wrlghtSQft- Right-Suite@ universal 2015 15.0.17 RSU13554 Page ...DOCS\Wrightsoft HVAC\DMS-637 BELVEDERE STMJ.rup Calc=MJ8 Building Front faces: W Manual S Compliance Report Job: DSM-637 BELVEDERE ST... + wrightsoft p p Date: 07/2016 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone.904-823-9696 Email.FAE@ENGINEER.COM Web.WWW.NORTHFLORIDAAIR.COM Project Information For: DSM-637 BELVEDERE STREET, DSM RENOVATIONS 637 BELVEDERE STREET,ATLANTIC BEACH, FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.0°F Sensible gain: 26839 Btuh Entering coil DB: 76.5°F Outdoor design WB: 78.0°F Latent gain: 7121 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 34000 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: CARRIER Model: CH14NB036+FB4CNP036 Actual airflow: 1200 cfm Sensible capacity: 26839 Btuh 79%of load Latent capacity: 7121 Btuh 21%of load Total capacity: 34000 Btuh 100%of load SHR: 99% Heating Equipment Design Conditions Outdoor design DB: 39.0°F Heat loss: 19347 Btuh Entering coil DB: 69.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: CARRIER Model: CH14NB036+FB4CNP036 Actual airflow: 1200 cfm Output capacity: 33567 Btuh 122%of load Capacity balance: 23 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1200 cfm Output capacity: 5.2 kW 92%of load Temp. rise: 22 °F The above equipment was selected in accordance with ACCA Manual S. 2016-Jul-26 15:44:42 -f wrightSOft Right-Suite®Universal 2015 15.0.17 RSU13554 Page 1 +`+^ ...DOCS\Wdghtsoft HVAC\DMS-637 BELVEDERE STMJ.rup Calc=MJ8 Building Front faces: W Load Short Form Job: DSM-637 BELVEDERE ST... wrightsoft Date: 0712016 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308.PONTE VEDRE.FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web.WWW.NORTHFLORIDAAIR.COM Project Information For: DSM -637 BELVEDERE STREET, DSM RENOVATIONS 637 BELVEDERE STREET,ATLANTIC BEACH, FL 32233 Design Information Htg Clg Infiltration Outside db(°F) 39 92 Method Simplified Inside db('F) 70 75 Construction quality Average Design TD (°F) 31 17 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 40 50 Moisture difference(gr/Ib) 16 58 HEATING EQUIPMENT COOLING EQUIPMENT Make CARRIER Make CARRIER Trade 3.0 TON Trade 3.0 TON Model CH14NBO36 Cond CH14NBO36 AHRI ref 8068612 Coil FB4CNP036 AH R I ref 8068612 Efficiency 8.5 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 25500 Btuh Heating output 34000 Btuh @ 47°F Latent cooling 8500 Btuh Temperature rise 26 °F Total cooling 34000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.062 cfm/Btuh Air flow factor 0.082 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) LIVING 277 3804 2671 236 218 BED2 144 2540 1969 158 161 MASTER 198 2869 2328 178 190 MWIC 58 670 236 42 19 M BATH 118 247 408 15 33 BATH2 79 684 297 42 24 BED3 156 1816 1445 113 118 KITCHEN 210 2643 2123 164 173 SUN ROOM 260 4074 3236 253 264 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2016-Jul-26 15:44:42 wrightSoft* Right-Suite@ universal 2015 15.0.17 RSU13554 Page 1 ...DOCS\Wrightsoft HVAC\DMS-637 BELVEDERE STMJ.rup Calc=MJ8 Building Front faces: W Entire House 1500 19347 14712 1200 1200 Other equip loads 0 0 Equip. @ 1.00 RSM 14712 Latent cooling 3690 TOTALS 1 1500 1 19347 1 18402 1 1200 1 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2016-Jul-26 15:44:42 wrightSoft' Rig ht-Su iteOUniversal201515.0.17 RSU13554 Paget 1�^C1G1� ...DOCS\Wrightsoft HVAC\DMS-637 BELVEDERE STMJ.rup Calc=MJ8 Building Front faces: W BJob: DSM-637 BELVEDERE ST Building ... wri htsoft' g Anal $I$ Date: 07/2016 9 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web WWW.NORTHFLORIDAAIR.COM Project Information For: DSM -637 BELVEDERE STREET, DSM RENOVATIONS 637 BELVEDERE STREET,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange(°F) - 15 ( I ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft2 Btuh %of load Walls 2.0 641 3.3 Glazing 50.5 7476 38.6 Doors 0 0 0 Ceilings 1.0 1488 7.7 Floors 0.8 1179 6.1 Infiltration 8.7 4132 21.4 Ducts 4432 22.9 Piping 0 0 �- Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 19347 100.0 • • • Component Btu h/112 Btuh %of load Walls 1.2 399 2.7 Glazing 34.3 5070 34.5 Doors 0 0 0 Ceilings 1.7 2609 17.7 Floors 0 0 0 Infiltration 2.0 967 6.6 Ducts 5668 38.5 Ventilation 0 0 Internal gains 0 0 Blower 0 0 Adjustments 0 Total 147121 100.0 Latent Cooling Load=3690 Btuh Overall U-value =0.100 Btuh/ft2-°F Data entries checked. 2016-Jul-26 15:44:42 wriQhtsoft- Right-Suite®Universal 2015 15.0.17 RSU13554 Page 1 + ...DOCS\Wrightsoft HVAC\DMS-637 BELVEDERE STMJ.rup Calc=MJ8 Building Front faces: W Duct System Summa Job: DSM-637 BELVEDERE ST... - wrightSaft ucy Date: 07/2016 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,POINTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web WW W.NORTHFLORIDAAIR.COM Project Information For: DSM -637 BELVEDERE STREET, DSM RENOVATIONS 637 BELVEDERE STREET,ATLANTIC BEACH, FL 32233 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.250/0.250 in H2O 0.250/0.250 in H2O Lowest friction rate 0.500 in/100ft 0.500 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length(TEL) 377 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (Cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk BATH2 h 684 42 24 0.500 4.0 Ox 0 VIFx 307.0 70.0 LIVING h 3805 236 218 0.500 7.0 Ox 0 VIFx 307.0 70.0 BED3 C 1445 113 118 0.500 6.0 Ox 0 VIFx 307.0 70.0 KITCHEN C 2123 164 173 0.500 6.0 Ox 0 VIFx 307.0 70.0 SUNROOM C 1618 126 132 0.500 6.0 Ox 0 VIFx 307.0 70.0 BED2 C 1969 158 161 0.500 6.0 Ox 0 VIFx 307.0 70.0 SUNROOM-A C 1618 126 132 0.500 6.0 Ox 0 VIFx 307.0 70.0 MASTER C 2328 178 190 0.500 7.0 Ox 0 VIFx 307.0 70.0 MBATH C 408 15 33 0.500 4.0 Ox 0 VIFx 307.0 70.0 MWIc h 670 42 19 0.500 4.0 Ox 0 VIFx 307.0 70.0 2016-Jul-26 15:33:57 t Wf ightsoft' Right-Suite(g)Universal 2015 15.0.17 RSU13554 Page 1 ...G DOCS\Wrightsoft HVAC\DMS-637 BELVEDERE ST.rup Calc=MJ8 Building Front faces: W 3050 3050 90?0 5"'D 8 a ' a DIN ; 1 NK *'T u r , F (pfcyk� ac wn+ D 1oK{,Kt ' 4 1oan� I s OK to 5068 BF 6 ' i t 1 3050 3o5o 367 BELVEDERE STREET ATLANTIC BEACH, FL 32233 General Structural ASSIST . W _ HISS NDIt�IGC7 � S r pry 5c�uare Footage Information: Codes: ,, 4�z �� 1 CrS� 2 «os� GTE Al A ,syr G 8j �A REVISION DATE Lit- aAR Living- Heated 260 SF Florida Building Code 2014, American Concrete Institute, ILLow co CT f �cl � . �� Tota 1 Addition 260 5F 1 Various 07/28/16 ANSI Qti� ,� a m i n o f e American Institute of Timber Construction. lA OLIA LANDING D 97H z $ A t _ Project Scope: 2. Live Loads: 015 ` Addition and Remodel to Single, Family Roof: 20 psf A AUj Fa,RwA D = Dwelling (Exi5ting) I A11AIIII#� n - BELVEDERE STREET . 3. Wind Load Notes: Project Area Information: Q �a r m� T Existing Lot Coverage 28.0 qb Codes: Florida Building Code 2014 and ASCE-7-10 o ,Yc, CCa►IrtN`fR �, AT LAN I C D s Site Area -7,500 5F 1 mph `� � ' Wind Speed: 30 ° � ccue� Existing House 1706 SF Ultimate Design WI d p p �, _ sT Gonc. Drive walk 401 SF - Wind Importance Factor: I = 1 .0 Building Category: II Q cr+uRCH .. Y ��_ � ; . - au Lu LA a Addition 260 5F D EY S7 1MNt4s►- 1 Std QC) , I s� � � Q x. Total Mouse I,Q66 SF Wind Exposure: C = MALY o STs ©� _ p SALE QRA DR m -r 9v Tota I Pro osed Lot Covera e 2,36-7 5F p Z N ... 14�1tI .lA soI' 'f 12� ROJECT `; Lot Covera e 32.0 �o '""' Enclosure: Enclosed Building '""` Y g > c" A L RI3«� � a �# t W o w �, a 4 Q Y CATION A N + � TysTW = t A�K � -� 5tructure Ike 1 ght 4 Number of 5tor l es: F' N , W � Internal Pressure Coefficient GCpi .18 or -.18 jy� - a _ s �; ° w ° - .'� Mean Roof Height +cl'--�" X E.., o °: Number of Stories I (� = C a°o = Wind Pressure to Components/ Claddings (Mean Roof Height 25') rr ° >= $ p ° CID Q p f� ,,.,� rH�T } ° = w sr 38 L(� � = fi - T 'GONGRETE Occupancy Class: a � M A r- N _ s o z m End Zone - 8 �ryT A r,�z c p ,� DRIVEWAY. y = J p sF� _ N . . _ esidential Group r3 :... vQ:h;.. J r sr U T '� E� r w; . ,, Z A. Zone Effective wind area sf Wind loads sf srr ,q u A l! to �r rg o m ca b l e CAi �, s:� 0 0 s` U$E � � $� �£ °' • 'D f,,: 0 �•a d' U . . 32* p a - KI T g 20' B.R.L. Florida Building Gode 2014 H H W Positive Suction a = rD rn u, -~- _-ATtANT �` Q r pv � MARY SINGLETON r Florida Building Gode 2014 5th Edition- W O v Interior 10 +41 .0 -44.5 VILLA T a A�1 �� 'PORTOLET g . a n �..., s CENTER x ' N i3.4 "Existing Building" O . }. Al A u 20 +39.1 -42.6 c� - MON-&4 ✓a- n :. ( National Electrical Gode 2011 + -4 .2 q� U a9� �somasowD - � ► t, 50 36.7 0 � .. National Fire Prevention Gode 2012 . Q ' P1N ]F7 PENMA 100 +34.9 -38.3 p '' � PLAZA End Zone 10 +41 .0 -54.9 f Method o f Compliance: 0 20 +39.1 -51 .3 FfROJECT Y �fh ., -� Prescriptive Gomp I iance Method x 50 +36.7 -46.3 . 100 +34.9 -42.6 Alteration Level 3: ONE STORY NOTE. STUCCO D1�lELLINC� work is less than 5090 of the value of -- W FRAME FRONT ` the xi5ting building : AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1 .6 POSTED #56� Bearing:4. Allowable Soil ea g. 2500 psf Q Q Type cif. Construction: V 5. Soil Compaction: Type \VI o i3.4� io.d� Unprotected Soil under slab on grade and foundation shall be compacted to 95% Un5pr�inkled modified proctor max. dr densityASTM D-1557 Contractor shall d submit densitytest report to Owner or Engineer. ` Wind Zone Information: p 9 ' REPLACE .'' See wind Zone (This Sheet) Q AEX15TING �' ' `` - 6. Materials: o ' . � 5UNROOM Iell Materials: Concrete (normal weight- 28 days) 3000 psi • J F 3 � Y Reinforcingbar ASTM A615F 26' Gonc.rete (Normal weight- 28 Days) 3000 P!51 Welded Wire Fabric ASTM Al 85 4 1 �Y�� °` ��`� reinforcing Bar ASTM A615, C�r60 ASTM A36 ...... � Anchor Bolts welded wire Fabric ASTM 185 Welds AWS E70 or E60 Ho I I ow Load Bearing GMU ASTM GAO, Cir N-I (� Wood Members for beams & Posts (#2 SYP) Anchor Bo Its ASTM A30-7 or A36 Z Q Wood Members for studs (#2 SYP or better) welds ANS, E-TO or E60 _I Microllam 1 .9E wood Members for Beams Posts (#2 SYP) LU 7. Concrete: wood Members for Studs (#2 SYP or Better) O Cl All concrete to be designed as per ACI 318 Latest Edition. Mitral lam I AE Footings 3000 psi index of Drawings: LU Slab on Grade 3000 psi 3000 psi Shut Al . .� Site Plan, Project Info (YQ All others pSheet A2 Floor $ Electrical Plans Splices in reinforcing where permitted: 75' Concrete 50 bar diameter Sheet A3 Elevations Z Masonry 48 bar diameter Sheet A4 Roof $ Ge i l ing Framing PIan5, 0 Unless shown on drawings, minimum cone. cover for reinforcing: Shut A5 Foundation Plan $ and Details �- 0 „ SITE Cast against earth 3 Slab on rade Centered 5GALE: I" = 10' _ g � 0 � Exposed to earth or weather #6 thru #11 bars 211 FfROJECT D 4� #5 bars & smaller 1 1/211 LU CQ All reinforcin shall be held securely in position with standard accessories in accordance with ACI 315 during placement of concrete. 8. Timber: ` 0 All wood framing shall be fabricated and installed as per AITC & TPI & National Design Specification for Wood Construction. NOTE . - < Provide temporary top chord bracing until roof sheathing is in place. °��t3YY f;` I. FLOOD ZONE "X". ` A 'w.� . All wood members exposed to weather shall be pressure treated. DATE }�� 2. NO ADDITIONS OR GHANC�ES TO EX I ST I NCS �� : Pre-engineered wood trusses shall comply with Truss Plat Institute } GRAD I NCS Or DRAINAGE. N. : PROD. MGR BBB Standard with proper dead, live and wind loads. Drawings shall be 3. A FOUNDATION SURVEY SHALL BE signed and sealed by professional engineer registered in the PERFORMED AND A COPY OF THE SURVEY SMALL DRAWN BY C-75 State of Florida. BE ON THE SITE FOR THE BU I LD I NCS I N5PEGTOR5 U5E PRIOR TO � I� � GTION. sat. CHECKED BY Provide hurricane clips at both ends of each rafter and truss and size of nails connecting to wood members shall not be SHEET TITLE SHEET # The numberg less than those specified in FBC 2010 Table 2304.9.1 Fastening ; p � F� IEWED FOR CODGMPLIAN }' Schedule. k 3. °`4, _...:... Mq:r<., Site Plan Cl) n :. aG 1 ... SE FOR ADDITIONAL- C1 ZO�IG REQUIREMENTS AND CONDITIONS Project Data REVIEWED Erf. DATE: 2 I eneral Structural N . Yti ASSISI_ :cs 1 . Codes: pEss �� s Y Square Footage Information: Living- Heated 260 SF REVISION DATE i�na� �OT� �'�� LGA��. �: �� a� � - . .A Q Florida BuildingCode 2014, American Concrete Institute, �� owQ c f � 260 5F - Timber Construction. American Institute of m � rr ' LlA LANDII�i w Beach;T A � Project Scope: 2. Live Loads: ,- : Addition and Refode l to Single Family Roof: 20 psf (ExpiStin ) Fa�R c DWe I I Ing 9 r STREET . . 3. Wind ad Notes: '° .� ` �` Pr Ject Area Information: I'LANTIC Codes: Florida ' din Code 2014 and ASCE-7-10 [EX15tingLot Coverage 28.0 g n cr s 8L1lE A� L4 } Site ea �,50Q 5F Ultimate Design Wind S 30 t ,� }: BEACH Existing Mouse 1,706 SF 9 P p a Wind Importance Factor: I = Building Category: IICHURCH ` S. Gone. Drive Walk 401 SF DtJ EYT sty s f Addition 260 SF Wind Exposure: C. h = ` Total Mouse I,Q66 SF p F OR DORA aR �. sedL Lot �. A ► RD 1400 : Total Propo 0 overage 2,36 SF H �. r - : Lot Coverage 32.0 % � Enclosure: Enclosed Buildingw �A�o RD , q g o CATION 5' W m 0 w !� Structure ale u. N R t Height 4 Number o f Stories: F � A � N Internal Pressure Coefficient GCpi - +.18 or -.18 °. Mean Roof Height +q'--� [,• .� ( � ° h �-- 0 L.. Wind Pressure to Components/ Claddings Mean Roof Hei h ?5' �� ` � _ Number of Stories I 0 Q o M z p 9 g ) t r ° ° a O ao 0 k7TU ° . _ Q End ZonUJ e CONCRETE Occupancy Class-. Q �. m E d o e 8 ,qR � c .� 4: o DRlvi=wAY. ° r. residential Grou R3 W -_' p o J W , °. .' cit ° J a > Zone Effective wind areas Wind loads srr �, Ez u ''' ° - 0 0 t fl (p fl � v �r �vT Applicable ca b l e Codes. s z� pc1 .a • . pp � � D ST 20' B.RL. - �, p � Florida Building Code 2014 � a Positive Suction ' r-i National Electrical Code 2011 ..� A ` .M � 'fir=, MARY SINGLETON 13.4' W 0 v Interior 10 +41 .0 -44.5 5 v �A - a --- N y. ,� CENTER t "� (� National Fire Prevention Code 2012 a Q 20 +39.1 -42.6 AfAJul .:� u 50 +36.7 -40.2 RID, n AS L s I T e of Construction: .� P0NM l yp Q 100 +34.9 -38.3 n _ ab..„sfl� r_ e VI End Zone 10 +41 .0 -54.9 yp . o � Unprotected 20 +39.1 -51 .3 `� � � Iib' Uns Tinkled 50 +36.7 -46.3 FIRCJEG�Tw,::,.l.._OCAT tON -� _ p 100 +34.9 -42.6 Wind Zone Information: �► See Wind Zone (This Sheet) , ., ONE STORY � NOTE: 5TUGGO DWELL I NG AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1 .6 w/ FRAME FRONT Materia l s: '--� POSTED #367 - ' . 4. Allowable Soil Bearing: 2500 sf ` Gc?ncrete (Normal Weight- 28 Days) 3000 psi ^ �y .x Q Reinforcing Bar ASTM A6I5, Gr60 5. Soil Compaction: ;. w o Heeded Wire Fabric A5TM ISS Soil under slab on grade and foundation shall be compacted to 95% t -r_ __i3.4' _ 10.6' HoIIQw Load Bearing CMU ASTM Gao, Gr N-I modified proctor max. dry density (ASTM D-1557). Contracto . a. vra .,; Anchor Bolts ASTM A30-1 or A56 Q submit density test report to Owner or Engineer. ° r r r r r We I d5 Aw E60 or :f.:•1: :r`,,rrr`r;`: rrr r .��....��. r'rrt fr:rrr`rrr`rr rr _ 'I' OO✓L •�'rrrfFff drrrrrr•rr Wood Members for Be Q r• r•fr rr r ams � P05t5 (#2 SYi;') 6. Materials: ADDITION :rrr `r rrr rr rr 2 F. {r` rr` ° Wood Members f or Studs #2 SYi" or rrrr frfrr:rr'�rrr�rrrrrrr - C Be t t e r) Concrete normal weight- 28 days) 3000 psi �-- ( g Y ) p rrr r rrr>•rrr rrr �rr `r�`r`.fir:: Micro I I am r ASTM A615 f rr rr rr `` r I AE Reinforcing ba ;.rr:`` ` ` `` f ; F° r ` .-` 26 Index of Drawings: sum Welded Wire Fabric ASTM Al 85 Anchor Bolts ASTM A36 :k tt Sheet AI Site Plan, Project Info Welds AWS E70 or E60 .{ Sheet A2 Floor 4 Electrical flans Wood Members for beams & Posts (#2 SYP) Sheet A3 Elevations W Members for studs #2 SYP or better `' Q Wood e ( ) . . Sheet A4 Roof � Gelling Framing Mans, � Microllam 1 .9E Sheet A5 Foundation Plan and Detailsy 7. Concrete: All concrete to be designed as per ACI 318 Latest Edition. ``�° FfROJECT Footings 3000 psi Lu Slab on Grade 3000 psi -4~• �✓_ All others 3000 psi • -- Splices in reinforcing where permitted: � _, NOTE: Concrete 50 bar diameter +¢ .. R. A FOUN A Z D TION SURVEY 5HALL BE PERFORMED o Masonry 48 bar diameter } = ._ AINV A COPY OF THE SURVEY SHALL BE ON THE Unless shown on drawings, minimum cone. cover for reinforcing: .n SITE FOR THE BUILDING INSPECTORS USE PRIOR Cast against earth 3" g 51TE FLAN TO FRAMING I N5PEGTI ON. Q U_ Slab on grade Centered SCALE: I" - lo' ' 3 Q s Exposed to earth or weather - aO 0 #6 thru #11 bars 2" NOTE: #5 bars & smaller 1 1/2 �� LU CQ All reinforcin shall be held secure) in position with standard FLOOD ZONE 'X' °fl 9 Y p v accessories in accordance with ACI 315 during placement of concrete. ` •- 8. Timber: 0 o � All wood framing shall be fabricated and installed as per RITC & TPI & National Design Specification for Wood Construction. r=f 4 OL < Provide temporary top chord bracing until roof sheathing is in pl e. All wood members exposed to weather shall be pressu treat g t DATE Pre-engineered wood trusses shall comply with Truss PI t I itute -.. Standard with proper dead, live and wind loads. Drawings shall be PROS. MGR BBB signed and sealed by professional engineer registered in the DRAWN BY 65 State of Florida. Provide hurricane clips at both ends of each rafter and truss. CHECKED BY The number and size of nails connecting to wood members shall not be SHEET TITLE SHEET # less than those specified in FBC 2010 Table 2304.9.1 Fastening Schedule. Site Plan � 4 Project OFFICE COPY Data llppp 26'-0" REVISION DATE IL 3050 3050 O +.- C4070 5GD UJ La � � z � QUO Lu ' 2X8 P.T. w/ TAPGON A UJ ' O LU LJ .'._ .-.-• ._. •-•'. -' ®Ib" o.c. VERT. Q X I (FILL CELL 2 < < /I NEW OPENING I i 2X4 P.T. w/ TAPGON a5 ea5 - Z ®I6 o.c. VERT. Ov Z O La a- -- ------- -- -- - (2) 3050 O I 2X8 P.T. w/ TAPGON 2X4 P.T. w/ TAPGON i _ ; 01b" o.c. VERT. 61b" o.c. VERT. ----- - i I (FILL CELL m Q O ' '� � ___-- i 0) N ® NEW OPENING W m J 1 W ' of . I o of 1 _ a W :..........., 1 0 o TO t 1 0 SSP %�} I ! COUNTER ® �--in O li- ------� - -----� - ---- ' 42" A.F.F. OD = 1 O OD U cc6T* = d- m `•. � i ` LJ... I ! I Q d) ; ---- ' W AQ' = J F_ I II! 1 ( li 1 11 J ........... REF � (� I II .�j LQ Z ------� 1, I ' REF '�" _ o 0 I I I it JN I I � Z � 5._6.1 3._O.. W _ _-- N O GL 5 {�I Ibl , i O 5 22C� 220; ! __..::�_-::- ._....�..._ ASG 4 M 5oba BF N/ N 1 10'-4" 2X4 P.T. w/ TAPGON 6� 61b" oz. VERT. I I ! I 3050 3050 a Cl NOTE : NOTE : ONL'I' NEN ELEGTRIGAL SHONN- ALL NEN EXTERIOR WALLS GONNEGT TO EXIST.5ERVIGE AS ARE SHEAR WALLS REOV. z a O a ELECTRICAL FLAN FLOOR FLAN u� _ 5G,4LE: I/4II - 1'-011 SGALE: 1/4" = I'-0' Cl ELEGTRIGAL MOTES ELEG. LEOENE? LEGENDQ I. LOCATE ALL NEW ELECTRICAL OUTLETS, DUPLEX HALL OUTLET EX 15TI NG WALL5 TO REMAIN 5WITGHE5, LI-�HT5, SMOKE DETECTORS, FANS AND 110-VOLT CEILINC7 MOUNTED LGT I-- EXHAUST FANS PER ELECTRICAL BUILDINC-7 CODES. a LL- 40- SWITCHED WALL OUTLET - 4 PENDANT LIGHT WALL5 OR ITEM5 REMOVED 2. VERIFY W/ BUILDER ANY SPECIAL HOOK-UP5. 110-VOLT — — — — Q C_ (RANGE HOO1?5, FIREPLACE FANS, LAND50APE 220 WALL IvOUNTED LIGHT — LIGHT5, SPRINKLER 5YE\5TEM, SECURITY SYSTEM, 40 220 VOLT OUTLET NEW 4" STUD WALLS INTERCOM 5Y5TEM VACUUM SYSTEM, 5WIMMING EGD LIGHT FIXTURE POOL PUMPS ETC) INTERRUPTER 110 VOLT _0 �... Lu 3. PROVIDE A MINIMUM OF -15% OF LIGHTING TO WEATHERPROOF OUTLET - O EXHAU5T FAN BE HI71 -EFFICAGY. ALL RECESSED LIGHTING 110 VOLT _ SHALL BE HIGH-EFFICACY = g056 + OF THE LIGHTING. (PHILLIPS ENDURIRE 4 BRACE ALED PAR 38). -4p' PHONE DL -� O � 4. PROVIDE FOR AFGI PROTECTION ON ALL 120 -® TELEVISION GABLE OUTLET GLC. FAN YV/ LIGHT (3 VOLT, 51N6LE PHASE, 15 4 20 AMP BRANCH CHIMES CIRCUITS 5UPPLYIN6 OUTLETS INSTALLED IN LIVING - ROOM, NOOK, DEN, BEDROOMS, CLOSETS, 599 SMOKE DETEGTOR GLC. AGE MOUNT HALLWAY, OR 51MILAR ROOMS SHALL BE FLUORESCENT LIGHT PROTECTED BY A LISTED AFG I, COMBINATION CARBON MONOXIDE DETECTOR TYPE, INSTALLED TO PROTECT THE BRANCH FLOG LIGHTS DATE CIRCUIT. ELECTRIC PANEL PROD. MGR BBB REGE SPOT-LIGHT 5. OUTLETS AT COUNTERS TO BE MOUNTED AT SINGLE-POLE SWITCH FIXTU 43" AFF, ALL OTHERS TO BE MOUNTED AT 13" AFF DRAWN BY CSS UNLE55 OTHERWI5E NOTED. THREE-WAY 5WITCH - - FAN- IC-MT COMBINATION FOUR-WAY SWITCH A/C SERVICE DISCONNECT CHECKED BY SHEET TITLE SHEET # Floor t Electrical O OFFICE COPY PIan5 REVISION DATE F• 0 o z T N Wm Q w � 6 � ijL A N . N w N 0O LL 0 o O 000 U �1 = 'd W }- Nm J Uj 0 c oc x ) z _ p4 0 0 fA W Q Wog > � ; m � 0 Q T11 11 111111 111111 Jill • o SOFFIT 4 FAG I A TO Q --' ` ool- © MATCH EXISTING \ Lill fl-ull 111111 111111 111111 111-111 U 11 1-11111 111111 ULTII H 1111 H411_0„ 3 3 RE5IDENGE HARDI-BOARD / EXIST. SAVE LAP 510INC5 REMOVED Q MAIN LU FLR. Q - - - - - - - - - - - - - - - o Q ELEVATIONREARRIGHT u� p 5GALE: 1/4" = 1'-0" SGALE: 1/4" = 1'-011 Q � � o v L NEW ROOF TO Q c- MATCH EXISTING < Q Q RESIDENCEI LIHII 11111 1.11-111 1-11-111 ULI 11 U1111 Ll It �� -' �� HARDI-BOARD111 11 H 11 ULIH JIM 11 11 11 IT �1 LAP 51DINC7 L 41 -o 0) HARD I-BOARD -�-, BOARD LAP 51 D I NCS BOARD 4 BATTEN 51DING �® BATTEN SIDING 00 DATE HARDI-BOARD PROD. MGR BBB MAIN LAP 51DINCG FLR. — — — — — — — — _ — DRAWN BY GS CHECKED BY LEFT ELEVATION FRONT EEVATION SHEET TITLE SHEET # 50ALE: 1/4" = P-0" 50ALE: I/4" = 1'-011 Elevations 4 OFFICE COPY HEADER SPAN TABLE AND STUDS HEADER, BEAM WINDOW/DOOR 2X4 JACK 2X4 FULL HT MAX. OPENING STUDS STUDS REVISION DATE (2) 2X8 #2 SYP 31-0" 1 2 (2) 2X I O #2 SYP W/ " PLY FL I TGH 41--0" 1 2 (I) 2x10 RIDGE EiEAM (2) 2X I O #2 5YP W/ " PLY FL I TGH 5'-o" 1 2 (2) 2X12 #2 SYP W/ " PLY FLITCH 6'-O" 2 2 2x6 RAFTERS (2) 2X12 #2 SYP W/�" PLY FLITCH ''-0" 2 2 2X8 rIDC�E BEAM 2X4 OUTLOOiGERS 02411 (1_6" ONVENTIONAL FRAME ROOF AREAS— 2X6 COLLAR TIES TO EXI T. _ RAFTER w/(6) 12d NAILS EA. END SH I N&LE ROOFS Span Tables for No. 2 SYP Rafters NOTE, 1 No Gelling Load- 20 5f, 10 5f DL COLLAR IHE +r TAL TO 13E LOCATED NO "I " p p I 2X6 SIZE 12" O.G. 1611 O.G. 24" O.G. c I DOLLAR I I I 0 4 z - GOLLARI TI�..� TYP. EXIST. TIES m p N 2X6 171-0" 151-111 121_,411 50ALE: 1� - I-O r _ { EAVE V 1_ " 1 11 1 11 I � � o 2x8 221_5 11 let 511 15;101 W J W 0 O 2X10 26 0 23 2 18 II REMOVED cv � NL ILN .► � o J Span Tables for No. 2 SYP rafters- No Ceiling I Row sd COMMON _ �' [ o L- Jo i5t- Dr wa I I Gelling-l in - 20 sf LL, 1 5f DL NAILS O 3"O.C. �• DX PLYWOOD y 9 p p � oo0 RCOF SHEATHING a o�T' N a " " " . SIZE 12 O.G. 16 o.G. 24 o.G. I H m m U- _ ay A = � L 2X10 24'-l0" 21'-611 17'-6" � W I- J 2X12 261_011 251_211 T20_611 s STEM tT.ROOF J o z OVER FRAMIN6 YV/2X6 SYP No. 2 MATCH X ® MATCH { EM o 0 11 I EXIST. N EXIST. RADS O 24 O.G. W(8) 12d '1. N Span Tables for No. 2 5YP Gelling Joist- COMMON NAILS EA. END O 24m O.G. I ON W 1 ¢ 20 ps , 10 psf DL 2X6 5YP No. 2 LEV67M FASTEN TO�THRU PLYWOOD DECK W/(03) i PG. 5iN�50N"25 W/(8) f W 0 0 �a " " " *10 X 3 X6" DECK SGREW5 W/ I' DIA. 8d COMMON NAILS FROM I N SIZE 12 O.G. 16 O.G. 24 O.G. RAFTER TO LEDGER I / Q hU�!�HC-R5 O EA.EXIST.TRUSS' RAFTER 1 " 1 11 1 " INTERSECTION O 2X4 a-l0 8-11 '7-8 I 2X8 � Q 1 11 1 11 2X6 151-61113-6 I I -O LEDGER DET & LEDC7Er O 2x8 201-111 1,71-5" 141-211 @ OERR V AINCA RAFTER I 2XIo 24'-0" 201_x" 111-011 SCALES Jin 11-0" 2X12 1 261_011 241-4" 1 Span Tables for No. 2 5YP Floor Joist- �9 40psf, 10 psf DL { ' { • SIZE 12" O.G. 1611 O.G. 24" O.G. `- 2X6 10'-q" q'-q" 2X8 14'-2" 12-10" I I'-O" 2X10 18'-O" 16'-1" 13'-211 11 t 11 I 2X12 211-q 18-10 151-411 r00F 1=rAM I NCS NOTES: -H25A c I i s I I Cl1. GIi rafters to each bearing w/ 55T up to 10' span. For greater than 10' span use Simpson LT512. 2. All ridges and valleys shall be one (1) nominal size larger than I Q g y g I adjoining rafter. 3. Nail rafters to ceiling joists with (4) .131 x 3 nails. 4. Nail rafters to plates with (3) I(od common nails. 5. All rafters and ceiling joists shall be No. 2 5YP. I z a I o a LU o 261�011 a - - o { I � a � I = � s 4 { I o o � o I I OOFFRAMINGFLAN <2)' ..1015T`5 0 411 o.G. I SCALE: 1/4" _ 1'-0" � CU I 4-1 11a �Q I I � I I o _ o VENTILATION NOTES: @F -�--� { �, QL <1. AN A I R5PAG NOT LE55 THAN I SHALL BE PROVIDED BETWEEN THE INSULATION AND ROOF SHEATH I N6. DATE I 2. REOU I RED VE T I NC5: I ADDITION AT IG= 260 S.F. 0 1/150 = 2 S.F. VENTING PROD. MGR BBB EAVES= 56 2 Q S.F. VENTI N6 DRAWN BY 65 RIDGE= 22' X s2"= 3.5 S.F. VENTINC- TOTAL VENTII� PROVIDED= 15'--0" CHECKED BY GE I L I NCS FRAMING FLAN SHEET TITLE SHEET # SCALE: 1/4" = 1'-0" Roof, 4 Q Gelling Framing OFFICE COPY Plans OPP 3" X 3" X J6" THICK WA5HER 4 NUT l2) 2X CONT. V40M PLATE 2X STUB WOOD STUDS O I6" O.G. WINDOW INSTALLATION Ivader straistAwa WEATHER RESJIIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. REVISION DATE FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. II N SECTION A II II STEPS THROUGH WINDOW JAMB h HEADER(SEE HEADER SPAN TABLE) N IN WATER S EDDING FASHION. STARTING AT THE BASE OF N q THE WALL& WORKING TOWARDS II a THE TOP, INSTALL THE WRB TO THE FACE OF THE SEALANT BEADII N SHEA7HmBEHNI� M�TIN�G• U " APPLY SILL FLASHING `6SER it N INSTALL (2) 51MP50N II N MSTA 36 OVER BOTH SIDES OF HEADER t APPLY BEAD WI SEW II 51HDSON R5P4 O BOT. •- AT BACK OF WINDOW SEAL THE WINDOW FRAME TO FLANGE & SET WINDOW USING a q PAN HEAD SICKENS TO OPENING. APPLY A �i' NOM. �1" THREADED ROD II N OF EA. JAGIG STUD FACILITATE INSPECTION. GCAN NOT BE USED A. TO THE BACKSIDE _ _ _ — _ {INTERIOR) OF THE WINDOW II N V`WIBZE T1-tREADE RODS (I)APPLY BEAD OF SEALANT AT FLANGE. IN LINE WITH ANY n STUD -L SIDE JAMBS. EXTEND 8 Jr PRE-PUNCHED HOLES OR SLOTS. FLASHING Axl N a APPLY JAMB FLASHING T BEAD BETWEEN 11 N TYPICAL JAMB FLASHING FLASHING AND MOUNTING WALL LL APPLY BEAD OF SEALANT ® a APPLY CONT. SEAL TO THE MOUNTING OPENING N a FLANGES AT THE TOP (HEAD) AND a AT HEAD N APPLY HEAD FLA%M SIDES(JAMBS) OF WINDOW. EXTEND ® N SEALANT AT JAMBS 8)' ABOVE ®REMOVE PREVIOUSLY APPLIED THE R.O. AT HEAD. EMBED JAMB II a TAPE. ALLOWING WRB TO LAY FLUNG INTO SEALANT AND II a FLAT OVER HEAD FLASHING. FASTEN IN PLACE. (FLASHING APPLY NEW SHEATHING TAPE GOES OVER SEALANT). B OVER DIAGONAL CUT- SEE DIAGRAM. ECURE WRB II N Z AT HEAD WOOD PLATE II II T- NI II � 0 a _ cV FLASHING AT HEAD LN a 0 p w O o i ® EXTENDS TOP OF FLOOR W i � Ln A N Ld (2)HEAD FLASHING • W EMBED BOTTOM OF THE JACK STUDS MULTIPLE KING STUDS SEE ANCHORAGE _ -L HMEAD FLASWO AGAINST F- O w THE PREVIOUSLY APPLIED SEE HEADER SLE SEE HEADER��GDUL£ DETAILS FOR ETD = [� Uj O LL SEALANT � �'y-'U'NT(�U''�G ooEs � � o � v HED ° TYP I GSL HEADER OF-TAIL �; 0 = c� W FLASHINQ G >: ` , FASTEN INII PLACE a I� m A F- N m Ld J 0 O .; .'•.1 , ®JAMB FLASHING O y, A = 0 4" GONG. SLAB 6X&XWI.4XWI.4 WWF (OR FIBER :>: : '`'` EXTEND JAMB FLASHING 5 PLY MESH GONGS OVER 6 MIL VAPOR BARRIER OVER 0 U TO OVERLAP SILL I $EAI GLEAN,WELL COMPACTED,qM, E TREATED FILL 0 FLA"Q EXTEND ,;: w JAMB FLASHING 8 Nt' :, pA —' ABOVE ROUGH SET*5 DOWEL IN EPDXY GROUT MINHEAD. .4" W 0OPENING v TUCK AOF 9~ SEALANT 2X6 C1.6. JOISTS 2X6 RAFTERS INTO GONG.0C4. .cEXTEND Bo INTO EA. END 7 O JAMB FLASHING o 24 o.c. 0 24 o.c. o . MAX. 4 UNDER THE FLAP � OF WRB AT THE HEAD. SEE DIAGRAM. SU G SHIM AMID ADJUST WIDOW TO ACHIEVE SGUARL ® PLUMB. AM LEVET.CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER • • ' WINDOW MANUFACTURER SPECIFICATIONS, EXISTINC7 MONO OWEATHER RESISTANT 12FOOTING I� F 0� ROW5 d COMMON 11L BARRIER (WRB) WIRE 012 oz. EA. SIDE CAREFULLY CUT THE DE ATA 4NEW FOOTING INTERSECTION uu/45R'E'E CLF. MULTI—PLY LCL EXISTING FOUNDATION ♦ ``� BARRIER ON A DIAGONAL GENTLY RASE THE TOP EDGE OF THE BARRIER UP AND TAPE THE �, � � ABOVE. TO THIS EXTERIOR NA I L I NO PATTERN tl _ <-4 / INTERIOR VIEW SCALE: 1/2 — 1 O M � TOP LEFT CORNER OF WINDOW " 5GALE: N.T.5 R30 INSULATION IN CEILING -�. DOUBLE 2 X 4 NO. 2 5YP TOP PLATE. FASTEN W1( ROW5 IOd COMMONS 16m O.G.ST (UN.OJ MIN. 24' LAP W/lie) 10d NAILS IN LAP EXIST. ROOF TRUSS 2X4 0 16" o.c. 2X4#2 SYP PT BOTTOM PLATE bwl— EXIST. SAVE REM01/ED (5) q j" x I i" LVL NOTE: a A FOUNDATION SURVEY SHALL BE PERFORMED a AND A GOPY OF THE SURVEY SHALL BE ON THE 51 TE FOR THE BUILDING I NSPEGTORS U5E PRIOR 2 UALL SECTION TO FRAM I NCS I NSPEGTI ON. o5 GALE: 1/2" = 1'-O" 261-0" ........................ PRE ENGINEERED I6" x 20" MONO a ROOF o 24" O.G. MATGH —� FOOTER W/ (2) #5 CONT. HORIZ. 4 (I) #5 � �1 LUFFELT(MATCH EXIST. RESIDENG Ex. VERT. a 48" o.c. TYP. I 0 -O I p a HURRICANE CLIF- (SEE TRUSS / -' ( 4" FIBER MESH GONG. I Q CONNECTOR - SHEET a3) Q — I SLAB ON VAPOR < LUC� BARIER OVER CLEAN I 5/N3" GDX PL WN OOD ROOF I ` 3 COMPACTED FILL DECK. RING SHANK sem. BLOCK SHEATHING EDGE5 WITHIN 4' NAILS a 4" oz.ON ED&E5, a5 , 4d& a 2X4 5YP OUTLOOKERS 0 2411 OF GABLE END 6m o.c. IN FIELD N.O.NJ I I i I i I I I I (8) Sd 4 (1) H2.5 A, I I I Z 1/2" PLYWOOD DEGKINCy- 8d RINGSHANK NAILS- O O.G. T G.W.B. " " Z o Od WON O.G. IN FIELD II 8 X ( -0 X\ II Iz3O INSULATION IN CEILING THICKENED SET #5 DOWEL IN EPDXY GROUT a LL BLOCKING EA. TRUSS I DOUBLE 2 X 6 NO. 2 5YP TOP PLATE. EDGE W/ (1) #5 i MIN. 4" INTO EXIST. GONG. 4 X II REBAR CONT. EXTEND 8" INTO NEW GONG. ® 32" LU MAX. 4 EA. END < 0 Q A.P.A. RATED SHEATHING 1 TO MATGH ROOF SHEATHING H2.5 " 00mvLER CD I/2" G.W.B. EXISTING ls) v "OSB OVER 2 x 6 SPF W R-11 INSULATION IN ALL5 GONG. SLAB 4_1 O TUDS 016" o.c. FASTEN Q c: 05B W,bd 4"O.G. ON O 0 EDGES, 10" O.G. IN 2X6 #2 5YP PT BOTTOM PLATE FIELD TYP.UA.N. -� D_ @Fc < II I/2 THREADED ROD 2X4 BRAG I NG ® 4'-0" O.G. FLASHING (.032") 4" GONG. SLAB 6X6XWI.4XWI.4 HW (OR FOUNDATION PII II 2X6 "GLC. J015T5 0 24 O.G. I FIBER ovERDATE BARRIER OVER GLEAN �6 MIL VAPOR SCALE: I/4" _ !'—O" 5/S G.W.B. II SLOPE GRADE COMPACTED,q5%, d TREATED FILL . PRO). MGR E3f3E3 II I DOUBLE 2x4 NO. 2 5YP TOP PLATE. DRAWN BY GS 11II 16" x 20" MONO FOOTER W/(2) #5 II FASTEN W/ (2) ROW5 I Od COMMONS I& CONT. HORIZ. a (I) #5 VERT. a 48' oz. 11 O.G. 5TAG6ERED (U.N.0) MIN. 24" LAP -4 TYR OR oPTiONAL STEM WALL CHECKED BY !` FOOTER 10" X20" VV(2) #5 CONT. II W/ (12) 10d NAILS IN LAP. HORIZ. (1) #5 VERT.0 EA.CORNER 4 e FILL CELLS SHEET TITLE SHEET # '-4u CABLE END DETAIL (T)000'P.)- - Foundation Q 5GALE: X2 11_0Plan 4 WALLSECTION OFFICECOPYDetails SCALE: 1/2" = P-0"