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183 Seminole Rd RESA19-0021 Int Remodel/Addition gr—T _ r RESIDENTIAL ADDITION PERMIT PERMIT NUMBER -,' RESA19-0021 V, CITY OF ATLANTIC BEACH ISSUED: 12/26/2019 / 800 SEMINOLE ROAD �013i»»% r s RESIDENTIAL ADDITION PERMIT PERMIT NUMBER ' � RESA19-0021 - ' ,.. ' CITY OF ATLANTIC BEACH ,� z ISSUED: 12/26/2019 800 SEMINOLE ROAD 4`:-.,.;119.' ATLANTIC BEACH. FL 32233 EXPIRES: 6/23/2020 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). 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 RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 6 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $388.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $194.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $9.48 STATE DCA SURCHARGE 455-0000-208-0600 0 $6.32 - ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL:$847.80 Issued Date: 12/26/2019 2 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) ..,-d, 800 Seminole Road �� _ j� - / )j ,� • 4 Atlantic Beach, Florida 32233-5445 ,` ` L��� �/ `% Phone(904)247-5826 Fax(904)247-5845 ( Oil �? E-mail: building-dept@coab.us Date routed: 11. I in City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: t. C_�' - Cm i kr)CX±- ! Department review required Ye No 7--) • .aruilding !/ Applicant: 1.- C)--SC-C) Panning &Zoning Tree Administrator Project: t rt✓--etoIL �-1(V `K, \or �c 1iclNorks ^ c Public Utilities , - D l' I C)► \v 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. Not applicable o'' Comments: BUILDINe PLANNING &ZONING Reviewed by: Date://d eliT TREE ADMIN. Second Review: IvlH roved as revised. Denie . pp ❑ Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:/a -3-17 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 !'-' :t.,`, v Cm City of Atlantic Beach Building Department - **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY WO)/ IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.ust@ R pJob Address: / . 2tt� . tifiLi /jL Permit Number: C si t.�"00 Z- G Legal Description /4 /7 96Iti7b r t Zf COTeRE# /776o6-GCI!Y) Valuation of Work(Replacement Cost)$ Heated/Cooled SF a92 Non-Heated/Cooled 1 �eai , • Class of Work: ❑New ItJAddition ❑Alteration ❑Repair,❑Move ODemo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial ©Residential/ • If an existing structure,is a fire sprinkler system installed?: ❑Yes I 'No • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) C✓INo of Describe in detail the typework to be performed:, / ��6efgig " .0L7Jl���CG !`Ili%i�1- � �_ , i�clu 4E,/)�aroaro ✓1fE��Cc Florida Product Approval# for multiple products use product approval form Property Owner Information Name f1ItV)4// �;?, .. /V.d Address £3 9El.�r , City l� '' ,, . ,44,- ,11/ State 4 Zip Phone (iv) g38. 91 E-Mail �n`l1rfjti /',lEPf-i2. geOzGai `-;L en Owner or Agent(If Agent, ower of Attorney or Agency Letter Required) Contractor Information `- Name of Compan� L3 )` :* 7/_. .at LL%Ulri0"4'47 jQualifying Agent )4/ .i!i ") Address ;i i( .4a1' ardti City) J y / State Zip , `,?. Office Phone Lan - " ) Job Site Cont c ,NumI er as 7 _ 7- State Certification/Registrati # '` I- eG' 1,2 E-Mpil 1+e `r -.6, avii Architect Name& Phone# i 'u ,6 o'`` Gl:i �' G;J.t� • . cl0/"1.- ''1O t Engineer's Name& Phone# i -0 c-i-(-� e �L (' , -v?�L ,.t� Workers Compensation Insurer x1�Z y,�J k[ * R Exempt 0 Expiration Date Ce//J' " 7c)ac) Application is hereby made to obtain a permit to do the work and inst a io s indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAI FINANCING, CONSULT WITH YOUR LENDER OR A ATTORNEY BEFORE RECO , Y U NOTICE OF COMMENCEMENT. j___.__ ignature of Owner or Agent) (Signature of Contractor) Signed ond sworn toof affirmed)before me this •` day of Signed and sworn to or affirmed)before me this -f day of Cili---- �a \, by f'V- Qin >p ' , by GO (Signature of Notary) (Signature of Notary) • ' NCTl iY PUBLr: '. .NOTARY PUBLIC IV _STATE OF FLORIDA �(•+] Personally Known ORSTATE OF FLORIDA \�[ ]Personally Known 0 4, �""` Comm#FF966426 Produced Identification ''.....tt z Comm#FF966426 I 1 Produced Identificatio �-+••� • [ ] ' 1w Expires 3/1/2020 /4410 Expires 3/1/2020 • . .a.`f Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 y Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: Pt c1 -co z. I ❑ Revision to Issued Permit OR 174,Corrections to Comments Date: )//2).-i/1 Project Address: /p3 -CP-%/4/01' t Contractor/Contact Name: :9-CC(/ &S6. C-br✓i° 7'69D. /3o1 G /g1/-~� Contact Phone: 2-31 ^ Email: 1.3697 40 /osco GAS c , C rim Description of Proposed Revision/Corrections: 4/7C 411117 -ri}>r;?G A c,9, i' ,esy 6/4--A0 % 5 2019 I f ,4,4P /9S4/✓ro/lf affirm the revision/correction to comments is intFutive Of the proposed changes. (printed name) GOY 01t+ Ma!bwr►wy! • Will proposed revision/corrections add additional square footage to original submittal? (NNo ❑ Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? NNo ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) 1 Approved ❑ Denied ❑ Not Applicable to Department Permit Fee D e$ 6-6 CO Revision/Plan Review Comments Dearrtment Review Required: uilding l �goning Reviewed By Tree Administrator Public Works Public Utilities 12"?-19 Public Safety Date Fire Services Updated 10/17/18 „Ar' CITY OF ATLANTIC BEACH ,� � 800 SEMINOLE ROAD ipip)t max.. `S' c COI)” BEACH, FL 32233 O r F I C E V O'I)" (904) 247-5800 BUILDING REVIEW COMMENTS Date: 11/22/2019 ,lam,/ /0y..70/ /n Permit#: RESA19-0021 to Address: 183 SEMINOLE RD Review Status: Denied RE#: 170606 0000 Applicant: BOSCO BUILDING CONTRACTORS Property Owner: BERMAN HANNAH S ET AL Email: TODD@BOSCOCBC.COM; brad@boscocbc.com Email: MBERMAN@MEDIASHARECONSULTING.COM Phone: 9042410320 Phone: 9048384962 9044228060 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 4. Submit 2 copies of the Evaluation Report for the Nichiha Siding to be installed. ✓2. The Builder needs to sign and date the EPL Display Card in the Energy Calculation Forms (x2). The Owner/Agent needs to sign and date page 1 of 4 of the Florida Energy Efficiency Code for Building Construction documents, both sets. (2) Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Emailmjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with OFFICE COP PERMITTED BUILDING DATA DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2): 2 27 , NM. Non-Habitable Space (ft2): LAND INFORMATION: Zoning District: YG L Flood Zone: A Minimum FFE: ala/oh e)crTIihS BUILDING INFORMATION: Construction Type: V rS Occupancy Group: S,ns/{ 4 m 117 2-e5. Number of stories: Max. Occupancy Load: Fire Sprinklers Required: CONDITIONS/COMMENTS: OFFICE COPY Pe - 2C- S /q- colt NOTICE OF COMMENCEMENT State of [/`/ Tax Folio No. County of (�ri�(_ 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: /0-6' /7-.1,2,2' Gof 6 Address of property being improved: /c3 lF/I�u gE /6 ht..t.1)756-:.. )� /!�? � i General description of improvements " Ai /�' e4 i' ` T,f4a(i A ` Ale ,(.6) l7`%( iZr,/ Owner: //nail ✓. i A4 Address: 4,73 /6- kI LkL I.✓rr i Owner's interest in site of the improvement: C°a'1t,{rt Fee Simple Titleholder(if other than owner): Name: _�/ Contractor: /517'6"/", (fir/,%2i L; �LG�/lidir'ei:%4C/ Address: a/5g )494Vi K� 74LA (i L/J , 371235 Telephone No.: 00446 3Y/-Q3,;/) Fax No: (0y) r r/- 03g6 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: Fax No: Expiration date of Notice of Commencement(the expiration date is on (1)year from the date of recording unless a different date is specified): 1 Signed: Date: Before me this(' Z( day of� .SCI} 1.1:1-sin l°► the County of Duval,State Of Florida,has personally appeared pi a-c V r Notary Public at Large,State of Florida,County of Duval. My commission a res: Personally Known: or Produced Identification: • Denise A.Ennis NOTARY PUBLIC �` STATE OF FLORIDA `` '�Comm#FF966426 Doc#2019232019,OR BK 18959 Page 2108, 4VCE 19 0 Expires 3/1/2020 Number Pages: 1 Recorded 10/08/2019 12:52 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 S'Ak'' , City of Atlantic Beach APPLICATION NUMBER jsA Building Department (To be assigned by the Building Department.) 800 Seminole Road ( _ 1 (l r Atlantic Beach, Florida 32233-5445 R. C--- 1 �J t \..,_.,.r �i�� Phone(904)247-5826• Fax(904)247-5845 t — \r:3 �? v E-mail: building-dept@coab.us Date routed: t t. �I► City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: [2.) . -S Em 110 OLE `) Department review required Yes No .) „ Building_ Applicant: � -S �C.)- CSC) <<Planning &Zoning , . Tree Administrator Project: IR&Y\oc\ Public ks WorTGe_t ��- t--,-C. .- ('Public Utilities- D Cr 101) 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. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING //—( 'Z—� 9 Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 „S�yv1;yr( City of Atlantic Beach APPLICATION NUMBER js ,�, Building Department (To be assigned by the Building Department.) 800 Seminole Road �V _ a r) Atlantic Beach, Florida 32233-5445 =� 1 ` e L-%�- P t - 00Z( C ,� � Phone(904)247-5826- Fax(904)24f 584� '`” E;ifw/ E-mail: building-dept@coab.us it Q 2019 Date routed: t �: in City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1,C __..) . -S Em 1 1 o ti, •F.) Department review required Yes No `� .Building_) Applicant: 1.- 0-SC-CD :Planning &Zoning , • Tree Administrator Project: I KJ` Ge_top_ P-Neinon cCr e c-Public WOrks , Public Utilities- D Cr 101\3 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: --- APP CATION STATUS Reviewing Department First Review: Approved. ['Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING . �G� 2 � //+^ 'f / J. / Reviewed /' /f�C� Date: / `��� TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable! PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 PUBLIC WORKS PLAN REVIEW COMMENTS GJ /� 9 Date: // / / Application#: Project Address: /? CONDITIONS OF APPROVAL TO PRINT ON PERMIT Check Box to Select All concrete driveway aprons must be 5" thick,4000 psi, with fibermesh from edge of pavement Driveway to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. 0 Apron (Commercial driveways—6"thick). Full erosion control measures must be installed and approved prior to beginning any earth Erosion disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and Sediment Control Control Inspection prior to start of construction. Onsite All runoff must remain on-site during construction. L+" Runoff Post Const. If on-site storage is required, a post construction topographic survey documenting proper TOPO construction will be required. All water runoff must go to retention area and retention overflow 0 Survey must run to street. Pool Pool—Wellpoint(if used) must discharge into vegetated area 10' minimum from street or drainage ❑ Wellpoint feature (swale, structure or lagoon). Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling, Roll off Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Container Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City ROW. ROW Full right-of-way restoration, including sod, is required. Restoration Utility Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid ❑ Road Cut 10' in each direction from the center of the cut. Repair must be shown on the plans. Construction Provide construction site management plan, including location of silt fence, dumpster, portable ❑ Site Mgmt. toilet. Right-of-Way Permit is required if using right-of-way for construction parking. Runoff All runoff must remain on-site. Cannot raise lot elevation. Document Strongly suggest thorough documentation of impervious areas be recorded. 0 Impervious Slab Slab and driveway to be fully removed. 0 Driveway Maximum Maximum driveway width within the City right-of-way is 20'. 0 Driveway Circular Maximum circular driveway width within the City right-of-way is 12'. 0 Driveway Grass Full site to be grassed. 0 TOPO Must provide a topographic(TOPO) survey with water retention for final CO Inspection. 0 Survey Revision Any plan change must be submitted as a Revision to the Building Department. 0 Fencing All old fencing and debris must be removed from job site by Contractor. 0 Removed Decking All old decking and debris must be removed from job site by Contractor. Removed Infra- Any damage done to infrastructure must be repaired by Contractor. 0 structure Revised 2/26/19 Xec4,16f4/ - 1 //I A i I ' _ koi- ?r,1-0--k—re, a Ilec 5 eic if(044-44, 7 r; 1019.1 „zs_i iztear. -J44- P---k /1/-rh az trOilt A / ô ,L X . ' -kr d ,( 472 erpeeptr 1 Li e /r2 -ri210 7; 0 ij 1° 1 ' iv /J " li ; Ck ' 4/1 6 xi_ccpf it- - Ar,-efe412 4 i i - ,-- 1 , ovt.7 K /ea z -Za iffcp i;:PFc rs.:a,v ; City of Atlantic Beach APPLICATION NUMBER ,\ Building Department (To be assigned by the Building Department.) 800 Seminole Road (� oz\ i Atlantic Beach, Florida 32233-5445 , ` �l r 1. \ Phone(904)247-5826- Fax(904)247-5845 ? --,..0.21..),.. E-mail: building-dept@coab.us Date routed: \ t.. City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: [2.)--- . -2 Em i,/0 0( r -) Department review required Yes No guildina, > Applicant: 1.1..0.-SQ-C) . >,'Planning &Zoning . Tree Administrator 1 Re_,or\2 •Em a Public Works' Project: � (C��-- . -- Public_Utilities _ • - - D l'T I C,),. Public Safety Fire Services Review fee $ WINN 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 DepartmentFirst Review: DApproved. DDenied. � of applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: ate: 1/—/Z—f, TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 I PUBLIC UTILITIES PLAN REVIEW COMMENTS Date: Application#: Project Address: Check Box Check APPLICATION TRACKING COMMENTS to Add Box to Comment Print Underground Avoid damage to underground water and sewer utilities. Verify vertical and Water Sewer horizontal location of utilities. Hand dig if necessary. If field coordination is 0 0 Utilities needed, call 247-5878. Meter Sewer Boxes Ensure all meter boxes, sewer cleanouts and valve covers are set to grade 0 0 Cleanout and visible. A sewer cleanout must be installed at the property line. Cleanout must be RT1 Sewer covered with an RT1 concrete box with metal lid. Cleanout to be set to grade 0 0 Cleanout and visible. A reduced pressure zone backflow preventer must be installed if irrigation will RPZ be provided or if there is a private well on the property. Backflow preventer ❑ ❑ Backflow must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line Sensus installed must be metered with a Sensus touch-read meter in a properly sized Touch-Read vault and an appropriate backflow preventer installed. Backflow preventer 0 0 Meter must be tested by a certified tester and a copy of the results sent to Public Utilities. Fire Backflowrinkler If fire sprinkler system is provided, call 247-5878 for backflow requirements. 0 0 Requirement At a minimum, will require a double check backflow preventer. Fire Line Fire lines must be metered with a Sensus touch-read meter. Meters larger ❑ ❑ Meter than 2" must be installed in a vault as noted in JEA specifications. Utility Map See attached Utility Map. 0 ❑ Disconnect & Cap Disconnect and cap water and sewer lines. 0 0 Inspection MUST call the Inspection Line at 247-5814 to request an inspection of the Prior ❑ ❑ disconnected and capped water and sewer lines PRIOR to demolition. ❑ ❑ ❑ ❑ ❑ ❑ O 0 V 4 OFFICE COPY P."4 ,4 vim PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA(*REQUIRED) *Project Address: lig-3 -,eg /`Q /���/,( � ( / /� `— Permit#: C, S 1 L [ - 002/ *Owner/Project Name: 42 L /TV As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1.Swinging 2.Sliding ,9S4j,drOd h, iagi _ rba 3.Sectional 4.Garage Roll-Up S.Automatic 6.Other B. .Single ung .tht)1) J 0 th 2.Horizontal slider 3.Casement 4.Double hung �[ 5.Fixed 3)!G.(.) (A)sgl/(algae r2 (/77,W 6.Awning 7.Pass-through 8.Projected 9.Mullion 10.Wind breaker 11.Dual action 12.Other Page 1 of 4 Updated 10/17/18 OFFICE COPY Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# 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 A 1.Asphalt shingles *nco 7l/r+4f 430/ 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.Other Page 2 of 4 Updated 10/17/18 0 PY Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1.Accordion 2.Bahama 3.Storm panels 4.Colonial 5.Roll-up 6.Equipment 7.Other F.STRUCTURAL COMPONENTS 1.Wood connector/anchor 2.Truss plates 3.Engineered lumber 4.Railing 5.Coolers-freezers 6.Concrete admixtures 7.Material 8.Insulation forms 9.Plastics 10.Deck-roof 11.Wall 12.Sheds 13.Other G.SKYLIGHTS 1.Skylight 2.Other ENVELOPEH.NEWer H.NRODUCTS EW kT 1 ia greed p .rit rt ig 2. Page 3 of 4 Updated 10/17/18 OFFICE COPY In addition to completing the above list of manufacturers,product description and State approval number for the products used on this project,the Contractor shall maintain on the job site and available to the Inspector,a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. ere7-0.0 �BfGp *Contractor Signature: PZit/A j *Contractor Name(Print Name): /� ,, *Company Name: ff osco Ih 6 COscr/&? 'TA/1-r *Mailing Address: 24.-r2r ,' /:)8ig1 Add • *City: 729x *State: *Zip Code: /1 02-4 0 3� *E-mail Address: 70-DP�i3efcvGiG' co M *Telephone Number: o Cell Phone Number: #CI —Oft i" Fax Number: 9©.6_"2.4•/-- Q 3 a-4 Page 4 of 4 Updated 10/17/18 lorida Building Code Online OFFICE COPYPs://www.floridabuilding.orgipepr_app_lstaspx P1cPlDA o erimr ite r 0P Business & Professional Regulation ,,4-J11 �7, rDBPRvoi 97U1013PR 08PR Dlt IS1OMS CONTACT DBPR BCIS Home Log In User Regetration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search el Fl rich Product Approval pi USER:Public User 14....A r product AOrzfoval Menu.>Product or Aoolication Search>Application List I,OFFICE OF THE SECRETARYRefine Search Search Criteria Code Version 2017 FL# 18355.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-ApIlications ELlt. Iy-pg Manufacturer Validated By. Status FL18355- Revision TAMKO Building Products,Inc. Locke Approved M FL#: FL18355.1 Bowden P.E. History Model:Glass-Seal,Elite Glass-Seal,Heritage, Heritage Premium,Heritage (334) Woodgate,Heritage Vintage, Hip and Ridge,and Vintage Hip and Ridge 300-1800 Shingles Description:ASTM D 3462 asphalt shingles and hip and ridge shingles Category: Roofing Subcategory:Asphalt Shingles *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. contact Us::)h(1 Blair Stone Road Tallahassee FL 32394 Phone.850-487-1824 The State of Florida Ban AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mad.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address t they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the pubic.To determine if you are a licensee under Chapter 455,F.S., please click hem., Product Approval Accepts: EZIEINE111111 Credit Card Safe ,rt lrlly Ill ..RIC', Florida Bllilding Code Online https://www.floridabuilding.org/pr/pr_app_dfl.aspx?param=wG... OFFICE COPY �.� Business & Professional Regulation , 1 �'�� liremzoismorassimr CQKTACT DBPR BCIS Home Log In User Regstration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us I BCIS Site Map ' Links Search II l.�=d� " r Product Approval Ip `f USER:Public User Product Approval Menu>Product or Application Search>Anolkation Lot>Application Detail tOt= of THE FL# FL12098-R8 =MARY Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Nichiha USA,Inc. Address/Phone/Email 3150 Avondale Mill Road Macon,GA 31216 (770)805-9466 Ext 1021 dhohenstern@nichiha.com Authorized Signature David Hohenstern d hohenstern@nichiha.com Technical Representative David Hohenstern Address/Phone/Email 6455 East Johns Crossing Suite 250 Johns Creek,GA 30097 (770)805-9466 d hohenstern@nichiha.com Quality Assurance Representative David Hohenstern Address/Phone/Email 6465 East Johns Crossing Suite 250 JOHNS CREEK,GA 30097 (770)805-9466 Ext 1021 d hohenstern@ nichiha.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Intertek Testing Services NA, Inc. Quality Assurance Entity Intertek Testing Services NA,Inc. -QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Intertek Testing Services NA, Inc. Certificate of Independence Referenced Standard and Year(of Standard) Standard Year ASCE 7 2010 ASTM C1186 2008 ASTM E136 2012 ASTM E330 2002 ASTM E84 2013 TAS 202 1994 1 of 3 11/25/2019, 12:27 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?parain=wG... TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option C Date Submitted 08/30/2019 Date Validated 08/30/2019 Date Pending FBC Approval Date Approved 09/03/2019 Summary of Products FL# Model, Number or Name Description 12098.1 NichiBoard Plank Lap siding boards in widths from 5-1/4" up to 12";all boards are 12 feet in length and 5/16" in thickness. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12098 R8_11 2019-08-17 CCRR-0258 G103959975 Approved for use outside HVHZ:Yes revision-final(formating)_fdf Impact Resistant: N/A Verified By: Intertek Testing Services NA,Inc. Design Pressure: +85/-85 Created by Independent Third Party: Other: Installation must be in accordance with CCRR-0258 Evaluation Reports FL12098 R8 AE 2019-08-17 CCRR-0258 G103959975 revision-final(formating)_fdf 12098.2 NichiPanel Panels are available in 4-foot widths and 3 lengths: 8', 10', and 12'.All panels are 5/16"thick. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12098 R8 II 2019-08-17 CCRR-0258 G103959975 Approved for use outside HVHZ:Yes revision-final(formating)_pdf Impact Resistant: N/A Verified By: Intertek Testing Services NA,Inc. Design Pressure: +75/-75 Created by Independent Third Party: Other: Installation must be in accordance with CCRR-0258 Evaluation Reports FL12098 R8 AE_2019-08-17 CCRR-0258 G103959975 revision-final(formating)_Qdf 12098.3 NichiShake Primed cedar shake panels available in widths from 6-/14"up to 12"; all boards are 18" in height. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12098 R8 II 2019-08-17 CCRR-0258 G103959975 Approved for use outside HVHZ:Yes revision-final(formating)_�df Impact Resistant: N/A Verified By: Intertek Testing Services NA,Inc. Design Pressure: N/A Created by Independent Third Party: Other: Evaluation Reports FL12098 R8 AE_2019-08-17 CCRR-0258 G103959975 revision-final(formating)_�df 12098.4 NichiSoffit 12",16"wide by 12' long,or 24",48"wide by 8 feet long soffits. Product is 1/4"thick Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12098 R8_11 2019-08-17 CCRR-0258 G103959975 Approved for use outside HVHZ:Yes revision-final(formating)_pdf Impact Resistant: N/A Verified By: Intertek Testing Services NA, Inc. Design Pressure: +70/-70 Created by Independent Third Party: Other: Installation must be in accordance with CCRR-0258 Evaluation Reports FL12098 R8 AE 2019-08-17 CCRR-0258 G103959975 revision-final(formatinq).vdf 12098.5 NichiStaggered/NichiStraight 16"wide by 4'long panels designed to look like individual cedar shake.The panels are 5/16"thick. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12098 R8 II 2019-08-17 CCRR-0258 G103959975 Approved for use outside HVHZ:Yes revision-final(formating)_�df Impact Resistant: N/A Verified By: Intertek Testing Services NA, Inc. Design Pressure: +70/-70 Created by Independent Third Party: 2 of 3 11/25/2019, 12:27 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtaspx?param=wG... • Other: Installation must be in accordance with CCRR-0258 Evaluation Reports FL12098 R8 AE 2019-08-17 CCRR-0258 G103959975 revision-final(formating)_pdf LBeckt !Next' Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.t;_o py�t ht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to the entity.Instead,contact the office by phone or by traditional mai.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emais provided may be used for official communication with the licensee.However email addresses are public record.If you do not with to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: ® ® eClrck1111 Credit Card Safe scCurityMETRICS' 3 of 3 11/25/2019, 12:27 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_lst.aspx OFFICE COPY PUMA CallW PANT OA 4 Business & Professional Regulation rDBPR ROUE ABOUT 0BoR OBPR DIYISIOSS CONTACT DBPR BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search • d I!,rd c Y Product Approval 7� I -- USER:Public User product Approval Menq>product or Aooication Search>Application Litt I.Of ACE OF THE 5CCRETARV Search Criteria Refine Search Code Version 2017 FL# 12098 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FLA In& Manufacturer Validated By. Status FL12098-R8 Revision Nichiha USA, Inc. Intertek Testing Services NA,Inc. Approved * History Category: Panel Walls (604)520-3321 Subcategory:Siding *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2.001 Blair Stone Road Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Go.Dya3hl 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement:;Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mai address released in response to a publk-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mai.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emads provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address whkh can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: ® ® etbec Credit Card Safe securit\UI 1 F 1 11/7/2019_ 11:13 AM OFFICE COPY tntertek Code Compliance Research Report Total Quality.Assured. CC RR-0258 Issue Date: 10-31-2016 Revision Date:06-28-2019 Renewal Date: 10-31-2019 DIVISION:07 00 00-THERMAL AND MOISTURE PROTECTION • Use on exterior walls permitted to be of Type V Section:07 45 00—Fiber-reinforced Cementitious Panels construction. • Use on walls required to be of fire-resistance-rated REPORT HOLDER: construction. Nichiha USA Inc. 6465 E.Johns Crossing,Suite 250 2.0 STATEMENT OF COMPLIANCE Johns Creek,Georgia 30097 www.nichiha.com The NichiProducts'" siding products recognized in this report comply with the Codes listed in Section 1.1,for the properties REPORT SUBJECT: stated in Section 1.2, and uses stated in Section 1.3, when NichiProductsTM Fiber-Cement Siding Products installed as described in this report, including the Conditions of Use stated in Section 6. 1.0 SCOPE OF EVALUATION 1.1 This Research Report addresses compliance with the 3.0 DESCRIPTION following Codes: 3.1 NichiProducts'"Fiber Cement Siding Products: • 2018,2015,and 2012 International Building Code®(IBC) • 2018,2015,and 2012 International Residential Code® The siding products are used for lap and panel siding. A (IRC) description of the siding products, their dimensions and • 2017 and 2014 Florida Building Code—Building(FBC)and their intended application is in Table 2. Residential(FRC)(including HVHZ)(see Section 9) • 2016 and 2013 California Building Code—Building(CBC) 4.0 PERFORMANCE CHARACTERISTICS and Residential(CRC)(see Section 9) 4.1 Physical Properties: The siding products comply with NOTE: This report references 2018 Code sections. Section ASTM C1186, Type A, Grade II, in accordance with IBC numbers in earlier editions may be different. Section 1403.10[1404.10]and IRC Section R703.10. 1.2 The NichiProducts"" siding products described in this 4.2 Wind Resistance: The maximum allowable wind report have been evaluated for the following properties(see pressure for each of the siding products is described in Table 1): Tables 3,4, 5 and 6. • Physical properties • Wind resistance 4.3 Surface Burning Characteristics: The siding products • Surface burning characteristics have a flame spread index of 0 and a smoke-developed index • Noncombustibility of 0,when tested in accordance with ASTM E84. • Weather protection • Fire-resistance-rated construction 4.4 Noncombustibility: The siding products are noncombustible building construction materials complying 1.3 The NichiProducts' siding products have been with IBC Section 703.5 as determined by testing in evaluated for the following uses(see Table 1): accordance with ASTM E136. • Use as an exterior wall covering in accordance with IBC Section 1405.16 and IRC Section R703.10. 4.5 Weather Protection: Siding products are installed in • Use on exterior walls in Types I, II,III,and IV construction accordance with Section 5.2 of this report. 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building Intertek PCA-101 Version:6 April 2017 • Code Compliance Research Report CCRR-0258 Page 2 of 25 4.6 Fire-resistance-rated Construction: Fire-resistance- 6.4 The NichiProducts'"" siding products are produced rated construction is outside the scope of this report. under a quality control program with inspections by Intertek Testing Services NA,Inc. 5.0 INSTALLATION 7.0 SUPPORTING EVIDENCE 5.1 General: The siding must be installed in accordance with the Nichiha 7.1 Reports of tests in accordance with ASTM C1186,ASTM USA Inc., published installation instructions, the applicable E84,ASTM E136,and ASTM E330. Code, and this Research Report. A copy of the manufacturer's instructions must be available on the jobsite 7.2 Data in accordance with the ICC ES Acceptance Criteria during installation. for Fiber Cement Siding Used as Exterior Wall Siding(AC90), dated June 2012(editorially revised September 2015). 5.2 Application: 7.3 Intertek Listing Report "Nichiha NichiProducts'" Fiber Under the IBC,the siding products must be installed over a Cement Siding Products" on the Intertek Directory of water-resistive barrier complying with Sections 1403.2 Building Products. [1404.2] and 1402.5 [1403.5] and must be attached as described for the specific assembly in Tables 3,4,5,6,7,and 7.4 Documentation of an Intertek approved quality control 8. system for the manufacturing of products recognized in this report. Under the IRC,the siding products must be installed over a water-resistive barrier complying with Section R703.2. Lap 8.0 IDENTIFICATION siding and panel siding may be installed as described in Table R703.3(1), for areas in which the design pressure does not The NichiProducts'M siding products are identified with the exceed 30 pounds per square foot and the mean roof height Nichiha USA Inc., name, and address, the product name, the does not exceed the limits in Table R703.3.1,or as described Intertek Mark as shown below, and the Code Compliance in Tables 3 through 6. For conditions that exceed these Research Report number(CCRR-0258). limits,the panels must be installed as described in Table 9. CODE COMPLIANCE 6.0 CONDITIONS OF USE 6.1 Installation must comply with this Research Report,the manufacturer's published installation instructions, and the applicable Code. In the event of a conflict, this report governs. Intertek CCRR-0258 6.2 When allowable wind speed is determined in accordance with Table 3,the allowable wind speed must be equal to or greater than the design wind speed calculated in 9.0 OTHER CODES accordance with the applicable Code. 9.1 California Building Code 6.3 When the wall construction includes a combustible 9.1.1 Scope of Evaluation: water-resistive barrier and is required to be of Type I,II,III, or IV construction, use of the siding products is limited to a The NichiProductsTM siding products were evaluated for maximum 40 feet in height above grade plane except under compliance with the 2016 and 2013 California Building Code, the 2018 [2015] IBC where data has been presented to the including Chapter 7A. The siding products are building official demonstrating compliance with the noncombustible materials as defined in CBC Section 202 and Exception to Section 1402.5 [1403.5]. as permitted for use on exterior walls in CBC Section 707A.3. 130 Derry Court•York• Pennsylvania • 17406 ® intertek.com/building ., ., Intertek PCA-101 Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 3 of 25 9.1.2 Conclusion: • Attachment of NichiProducts for compliance with the The siding products,described in Sections 2.0 through 7.0 of High Velocity Hurricane Zone (HVHZ) provisions of the this report, comply with the 2016 and 2013 California 2017 Florida Building Code — Building and the Florida Building Code,subject to the conditions noted in Section 6.0 Building Code—Residential is described in Table 8 of this of this report. Section numbers for the CBC—Building and report. Residential correspond to the 2015 IBC and IRC section • In HVHZ applications, the NichiProducts siding must be numbers. installed over CBS construction or 5/8 in.(5-Ply)plywood supported by 2 by studs or 2 by 6,No.18 gage metal studs, 9.2 Florida Building Code spaced at 16 inches on center. • Section numbers for the FBC — Building and Residential 9.2.1 Scope of Evaluation: correspond to the 2015 IBC and IRC section numbers. • Intertek is a Florida State Product Evaluation Entity. The NichiProducts'" siding products were evaluated for compliance with the 2017 and 2014 Florida Building Code Building, Florida Building Code — Residential and 10.0 CODE COMPLIANCE RESEARCH REPORT USE Florida Building Code — Energy Conservation. 10.1 Approval of building products and/or materials can 9.2.2 Conclusion: only be granted by a building official having legal authority in the specific jurisdiction where approval is sought. The siding products described in Sections 2.0 through 7.0 of this report, comply with the 2017 and 2014 10.2 Code Compliance Research Reports shall not be used Florida Building Code — Building, Florida Building Code— in any manner that implies an endorsement of the product Residential and Florida Building Code—Energy,subject to by lntertek. the following conditions: • Use of the NichiProducts Siding in Types I, II, Ill or IV 10.3 Reference to the https://bpdirectory.intertek.com is construction, is as permitted in Florida Building Code recommended to ascertain the current version and status of Building,Section 1406.2.1. this report. This Code Compliance Research Report("Report")is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any lntertek certification marks.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. 130 Derry Court•York• Pennsylvania • 17406 ® intertek.com/building Intertek PCA-1 of Version:6 April 2017 iie Code Compliance Research Report CCRR-0258 Page 4 of 25 TABLE 1—PROPERTIES EVALUATED 2018 and 2015 2018 and 2015 2017 and 2017 and 2014 FBC— 2016 and 2013 CBC PROPERTY 2014 FBG- Residential IBC SECTION' IRC SECTION' Building Physical properties 1403.10 R703.10 1404.10 R703.10 1404.10 (1404.10] Surface burning characteristics 1403.10 R703.10 1404.10 R703,10 1404.10 [1404.10] Noncombustibility 703.5 NA 703.5 NA 202,703.5 Wind resistance 1404,16 R703.16 1405.16 703.1.2 1405.16 (1405.16] Weather resistance 1403.2(1404.2] R703.2 1404.2 R703.2 1404.2 1 Section numbers may be different for earlier versions of the International and Florida Codes. TABLE 2—NICHIHA SIDING DESCRIPTION Product Name Nominal Thickness Siding Dimensions Intended Use Description (in.) Width:5.25,6.25,7.25,8.25, Smooth or Cedar NichiBoard'"plank 5/16 9.25 and 12 inches Lap siding Length:12 feet finish 4 feet by 8 feet Cedar,Smooth,Stucco NichiPanel'"sheets 5/16 4 feet by 10 feet Panel siding and Grooved-8-in.- 4 feet by 12 feet oc-Cedar finish NichiStraight"and Designed to look like NichiStaggered "lap panels 5/16 16 inches wide by 4 foot long Lap panel siding individual cedar shakes Width:6.25,8.25 and 12 Designed to look like NichiShake'"cladding 5/16 inches Lap shingle siding individual cedar Length:18 inches shakes 12,16 inches wide by 12 feet Vented or Nonvented; NichiSoffit'" 1/4 long; Soffit Smooth or Cedar 24,48 inches wide by 8 feet long finish ID CI 130 Derry Court•York• Pennsylvania • 17406 , intertek.com/building .,. Interbek PCA-701 Version:6 Aprf)2017 CjCode Compliance Research Report CCRR-0258 Page 5 of 25 Table 3 -Design Loads for Negative Transverse Wind Load(NichiBoardr" Plank)1,4'7 Effective Fastener Spacing ASCE 7-05 Basic ASCE 7-10 or ASCE Allowable Building 7-16 Ultimate Frame/ Framing Design Height Wind Speed(MPH) Wind Speed(MPH)3 Siding Type Siding Fasteners Face/Blind Horizontal Field(In) Type6 (in) Pressure(psf)6 Exp B Exp C Exp D Exp B Exp C Exp 0 15 143 130 118 185 168 153 20 143 126 115 185 163 149 25 143 124 113 185 160 146 5.25/6.25 SPF -49.5 30 143 121 111 185 156 144 40 138 118 109 178 152 140 50 133 115 106 172 148 137 16 , 60 130 113 105 168 146 135 15 170 162 147 210 209 190 20 170 157 144 210 203 185 25 170 154 141 210 199 182 OF -76.5 30 170 151 139 210 195 179 40 170 146 135 210 189 174 50 166 143 132 210 184 171 5.25"/6.25' bd Double HD MAZE Co'i CoN.el 60 162 140 130 209 181 168 Face NichiBoard'" 15 117 106 97 151 137 125 20 117 103 94 151 133 122 25 117 101 93 151 130 119 SPF -33.0 30 117 99 91 151 128 117 40 112 96 89 145 124 114 50 109 94 87 141 121 112 2' 5.25/6.25 60 106 92 86 137 119 110 15 146 132 120 188 171 155 20 146 128 117 188 166 151 25 146 126 115 188 162 149 OF -51.0 30 146 123 113 188 159 146 40 140 119 110 180 154 142 50 135 117 108 175 151 140 60 132 115 106 171 148 137 15 170 170 155 210 210 200 MAZE 8d nail-2-1/2 inches 20 170 166 151 210 210 _195 5.25"/6.25' 25 170 162 148 210 209 191 NichiBoard" long,0.279-inch dia.head, 16 5.25/6.25 SPF -85 30 170 159 146 210 205 188 0.123-inch dia.shank 40 170 154 142 210 199 184 50 170 150 140 210 194 180 60 170 147 137 210 190 177 15 121 110 100 156 142 129 20 121 107 97 156 138 126 25 121 104 96 156 135 123 16 5.25/6.25 SPF -35.1 30 121 102 94 156 132 121 40 116 99 92 150 128 118_ 50 112 97 90 145 125 116 5.25"/6.25' 6d Double HD MAZE Coil Nail 60 110 95 88 142 123 114 Blind NichiBoard'" 15 99 90 -- 127 116 -- 20 99 87 -- 127 112 -- 25 99 85 -- 127 110 -- 24 5.25/6.25 SPF -23.4 30 99 -- -- 127 108 -- 40 95 -- - 122 - -- 50 92 -- - 118 - -- 60 90 -- - 116 - -- 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building Interte( PCA-701 Version:6 April 2017 YM O o1 0 M as M V1 M N N E aa( M M N O r V1 M 00 h M T 1.O M Q+ ,G O ' M 0 Nu./ N T co 0000000 r N CO N 0 I.0 M 0R a O, h ▪ d W a a a-a .a h a~-a a~-a a~a as 0 OO N VI e^ VI .0-a ti epi I i .� aa� aN-a N a-a �-+ �-+ N r r1 N ati 'a 01 dl aT an N O O a-a N N N N N N N N N N N a-a N ey 1 I N o O O G N p m M (I M(/S1 N o1 0 M p h N m a O r N m V1 N V P N O O N O r O O O O O O O O O O O P H r N N O h M H Oil Q O e-a N N N a l m N N N .a ati h h h aO a0 ill V1 O a? a7 M M M N N N N H N N O O 01 N N N .� h OV .^ a-1 W N a a� a a l a� a+ a a a a-1 a a a ay I I I : i a-1 a s ay a ea a N N N N N N (V N N N N N N a-1 a a a N a-1 a a-1 B,,, 4 • a Y/ h NG pp Qp pp Op Af-1�1 _.r1. 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U1 IT 01 01 01 J J J J J J J k V1 CO W O o 0 0 n 0 0 0 0 0 0 'a 5 n CO 2 N enO NJ NJ as co r , W N a V 0 V,cr.1 01 b O O b d O n N u 1I w u 01 •J NJ 1) It P N N Ln p1 O = n 'D V 10 V A 01 10 N V+ co N V N ACJ D N NJ N NJ NJ NJ NJ NJ NJ NJ NJ PI ft Co N 1p 0 0 0 0 r• X C J OO O1 Q1 Q1 en o 0 0 0 0 0 0 -a < h', w n. n NJ N . G 01 01 01 J V N W 1D NJ p NJ NJ NJ NJ T 6 O �w N In nO G to V ID V o 0 0 0 V Rei C N n 3 » U7 1,n Q� p1 �o pp 1p p NJp a 3 N w 01 O 01 O In W 01 8 ow R V W R O . . ei Code Compliance Research Report CCRR-0258 Page 13 of 25 Table 3-Continued (NichiBoardr"Plank11,4,7 Effective Fastener Spacing Allowable Building ASCE 7-0S Basic ASCE 7-10 Ultimate S Frame/Horizontal ' Framing Design Height Wind Speed(MPH)2 Wind Speed(MPH)3 Siding Type Siding Fastener Face/Blind Field(in) Type 6 (in) pressure(psf) (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 103 94 85 134 121 110 20 103 91 -- 134 118 108 25 103 89 -- 134 115 106 30 103 87 -- 134 113 -- SPF 25.8 40 99 -- -- 128 110 -- 50 96 -- -- 124 107 -- 60 94 -- -- 121 lOS -_ 15 129 117 106 166 151 137 20 129 113 104 166 147 134 25 129 111 102 166 143 131 16 -2 30 129 109 100_ 166 140 129 OF 39.8 40 123 106 97 159 136 126 50 120 103 96 154 133 123 60 117 101 94 151 131 121 15 -- — -- 109 -- -- 20 -- — -- 109 -- -- 25 -- — -- 109 -- -- 30 -- — -- 109 -- -- 40 -- — -- -- -- — SPF -17.2 50 -- — -- -- -- -- 6d Dedble Hn 12' NichiBoard'" Fary 60 -- — -- -- -- --N1A2F Cell Nail 15 105 95 87 136 123 112 20 105 93 -- 136 120 109 25 105 91 -- 136 117 107 24 12 30 105 89 -- 136 115 105 OF 26.6 40 101 86 -- 130 111 -- 50 98 -- -- 126 109 -- 60 95 -- -- 123 107 -- 15 170 156 142 210 201 183 20 170 151 138 210 196 179 25 170 148 136 210 191 175 30 170 145 133 210 187 172 20 GA 40 165 141 130 210 182 168 16 12 Stee 71'0 50 160 138 128 206 178 165 60 156 135 126 201 175 162 Aerosmith 15 140 127 116 181 164 149 Fastening 20 140 124 113 181 160 146 Systems, 25 140 121 111 181 156 143 12"NichiBoard" Face 30 140 119 109 181 153 141 VersaPjn 20 GA 24 12 47 3 40 135 115 106 174 149 137 Steel 50 130 112 104 168 145 134 60 127 110 103 164 142 132 Notes: 1.NichiBoard"fiber cemem lap siding may only be installed on vertical walls.Fasteners must be installed er a way that does not damage the board during installation. Where necessary.pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product 2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kd)equal to 0,85,an internal pressure coefficient (GCpi)equal to+/-0.18, and an external pressure coefficient(GCp)equal to-1.4.The effects of topographic features have nor been considered and the wind speed has been limited to 170mph. 3.ASCE 7-10 and SCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an Internal pressure coefficient(GCpi)equal to+/-0.18,and an ertemal pressure coefficient(GCp)equal to•1.4.Under ASCE 7.16,the wind speeds are based on Ke-1.0.The effects of topographic features have not been considered and the wind speed has been limited to Z10mph. 4.The values in this table are based on testing per ASTM[330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. 5.Fastener specifications for those used in testing are outlined in Table 9 of this Intertek CCRR.These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. 8.Allowable design pressures for assemblies described in this table maybe applied where the NichiBoard Plank is attached to ASTM C90 fully-grouted CMU block wall using ITW Ramset TE Series power actuated fasteners(ICC-ES ESR-1799[.Minimum fastener embedment is 1 inch;fasteners must be placed a minimum of 5.1 inches from the edge of the wall. 130 Derry Court•York• Pennsylvania • 17406 ® ,, ,,t.w intertek.com/building .v. ... 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N N H N N FN+ IN+ N N 110 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0 0 0 0 H N NNN N NB p J . . . . . . . . . . . 00 . . . . 0000000000 VH , 000 0 o n ae 00 M S n , 1, . v = v 3 0ft O ,r ' W 01 0 VI OD N O O O O O O O W p�j �Hp '� O O N N N N N N N G G ,N„ p, V O D 10 N pmt UOf 10p O O1 10 nJi OJi O W V W OJ O O O O O W aINJ kk O o w N V O O O O O O O N J S L E . . 0 Code Compliance Research Report CCRR-0258 Page 19 of 25 Table 4-Continued(NichiPanelr"Sheet)1'4'7 Fastener Spacing Building ASCE 7-09 Basic ASCE 7-10 Ultimate Allowable Des ignFraming Framing Height Wind Speed(MPH)2 Wind Speed MPH) 3 Panel Fasteners Field(in) Type Spacing Pressure(Ps6 (ft) Exp B Exp C Exp D Exp 0 Exp C Exp D 15 110 100 91 142 129 117 20 110 97 89 142 126 115 25 110 95 87 142 123 113 30 110 93 86 142 120 111 Aerosmith Fastening 10 GA 4C 106 90 - 137 117 108 Systems,VersaPin f; 12 Steel 16''e.c -79.3 — 50 102 88 132 114 106 60 100 87 - 129 112 - 15 135 123 111 174 158 144 20 135 119 109 174 154 140 25 135 117 107 174 150 138 AerosmithFastening 30 135 114 105 174 147 135 20 GA 4C 130 111 102 167 143 132 Systems,VersaPin 6 8 Steel 16 ac. -:1.9 50 126 108 100 162 140 129 60 123 106 99 158 137 127 15 156 141 129 201 183 166 20 156 137 126 201 178 162 25 156 135 123 201 174 159 Aerosmith Fastening 10 156 112 121 201 170 156 20 GA 4C 150 128 118 193 165 152 Systems,VersaPin 6 6 Steel •6'o c -55 5 50 145 125 116 187 161 149 60 141 123 114 183 158 147 15 170 170 158 210 21C 203 20 170 169 154 210 21C 199 25 170 1115 151 210 21C 195 30 170 161 148 210 208 192 "a c. -87,9 4C 170 157 145 210 202 187 50 170 153 142 210 198 183 60 170 150 140 210 194 180 15 122 110 100 157 143 129 20 122 107 98 157 139 126 Aerosmith Fastening 20GA 25 122 105 96 157 136 124 Systems,VersaPin 4 Steel 30 _ 122 103 95 157 133 122 40 117 100 92 151 129 119 2i'a.c -355 50 113 98 90 146 126 117 60 110 96 89 143 124 115 Notes 1 NichiPanel' fiber cement flat sheet siding may only be installed on vertical walls.Fasteners must be installed in a way that does not damage the board during installation.Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(1(d)equal to 0.85,an internal pressure coefficient(Gcpi)equal to+/- 0.18,and an external pressure coefficient(GCp)equal to-1.4.The effects of topographic features have not been considered and the wind speed has been limited to 170m ph. 3.ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(1(d)equal to 0.85,an internal pressure coefficient(Gcpi)equal to+/-0.18, and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based an Ke=1.0.The effects of topographic features have not been considered and the wind speed has been limited to 210mph. 4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed 5.Fastener specifications for those used in testing are outlined in Table 9 of this Intertek CCRR These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener 7.Framing and bracing are beyond the scope of this evaluation report. 8.Allowable design pressures for assemblies described in this table may be applied where the NichiPanel is attached to ASTM C90 fully-grouted CMU block wall using ITN/ Ramset TE Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch;fasteners must be placed a minimum of 5.1 inches from the edge of the wall. ® 130 Derry Court• York • Pennsylvania • 17406 intertek.com/building Intertek PCP-101 Version:6 April 2017 . . 0 Code Compliance Research Report CCRR-0258 Page 20 of 25 Table 5-Design Loads for Negative Transverse Wind Load(NichiStraight'"/NichiStaggered'" Lap Panel11'4,7 Effective FastenerSpacing Allowable Building ASCE 7-05 Basic ASCE 7.10 Ultimate Frame/Horizontal Framing Design Height Wind Speed(MPH)2 WindSpeed(MPH)3 Face/Blind Siding Type Siding Fasteners (in) Field(in) Type Pressure(psf)6 (ft) Exp 8 Exp C Exp D Exp B Exp C Exp D 15 99 90 — 128 116 105 20 99 87 — 128 113 -- 25 99 85 — 128 110 -- 30 99 -- — 128 108 — 77iii' 40 95 — — 122 -- — 5 E15 OSB 23.5 50 92 — — 119 -- -- 60 90 — — 116 -- -- 15 122 111 101 158 143 130 20 122 108 98 158 139 127 25 122 105 96 158 1.36 125 30 122 103 95 158 133 122 blind 40 117 100 92 151 129 119 16 d 625 SPF 35.9 50 113 98 91 146 126 117 60 111 96 89 143 124 115 64 Doable 3D MAZE 15 100 90 — 129 117 106 Coil Nal 20 100 88 — 129 113 -- 25 100 86 — 129 111 -- NichiStraight'"/ 30 100 -- — 129 109 -- NichiStaggered^ 40 96 -- — 123 106 -- 24 8 625 SF'F -23.9 50 93 — — 120 -- -- 60 90 — — 117 -- 15 170 155 141 210 200 1.81 MAZE 8d nail: 2-1/2 20 170 150 137 210 194 177 n.long,D.279in.dia 25 170 147 1.34 210 189 174 head,0.123 in.dia Blind :6 8.625 SPF -70 30 170 144 132 210 186 171 shank 40 164 140 129 210 180 167 50 158 136 127 205 176 163 60 154 134 125 199 173 161 15 144 130 118 185 168 153 20 14.4 127 116 185 163 149 25 144 124 114 185 160 147 30 144 121 112 185 157 144 Nich;Straight^'/ #8-18 Wafer Head Blind 20 GA 40 1.38 118 109 178 152 140 Nich,Staggered'" ROCK-ON^'Screws 8.625 Steel 49.6 50 133 115 107 172 149 138 60 130 113 105 168 146 136 Notes 1 NichiStraight"'/NichiStaggered"'Lap Panel fiber cement siding may only be installed on vertical walls.Fasteners must be installed in a way that does not damage the board during installation.Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product 2.ASCE 7-0S Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Ed)equal to 0.85,an internal pressure coefficient(Gcpi)equal to+/- 0.18,and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of topographic features have not been considered and the wind speed has been limited to 170mph. 3.ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Ed)equal to 0.85,an internal pressure coefficient(Gcpi)equal to+/-0.18, and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-:6,-he.et nd speeds are be sed cn Ke=..O. The erects of topographic teztu res have ict ween considered and the wind speed has been limited to 210mph. 4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. 5.Fastener specifications for those used in testing are outlined in Table 9 of this Intertek CCRR.These specifications may be used by the designer of record to determine the acceptability of alternative fasteners 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener 7.Framing and bracing are beyond the scope of this evaluation report. 8.Allowable design pressures for assemblies described in this table may be applied where the NichiStraight/NichiStaggered lap panels are attached to ASTM C90 fully- grouted CMU block wall using 1TW Ramset TE Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch;fasteners must be placed a minimum of 5.1 inches from the edge of the wall ® 130 Derry Court•York• Pennsylvania • 17406 4::, .ti .... intertek.com/building Intertek PCA-101 Version:6 April 2017 ' to, Code Compliance Research Report CCRR-0258 Page 21 of 25 Table 6-Design Loads for Negative Transverse Wind Load (NichiShake'"Shingles)1'4'7 Fasteners per Shake Allowable ASCE 7-05 Basic ASCE 7-10 Ultimate Siding6-1/4" 8-1/4" Sheathing Design Pressure Building Wind Speed(MPH)2 Wind Speed(MPH}3 Fas4ner Width Width 12"Width Type fosfl6 Height(ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 113 102 93 146 132 120 20 113 99 91 146 128 117 25 113 97 89 146 126 115 6d Double HD MAZE 30 113 95 88 146 123 113 2 2 3 7/16'056 -30.6 40 108 93 85 140 119 110 Coil Nail50 105 90 -- 135 117 108 60 102 89 -- 132 115 106 Notes' 1.NichiShake"fiber-cement shingle siding may only be installed on vertical walls.Fasteners must be installed in a way that does not damage the board during installation.Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpi)equal to 4/. 0.18,and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0. The effects of topographic features have not been considered and the wind speed has been limited to 170mph 3.ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(1(d)equal to 0.85,an internal pressure coefficient(GCpi) equal to+/-0.18,and an external pressure coefficient(GCp)equal to-1.4. Under ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of topographic features have not been considered and the wind speed has been limited to 210mph. 4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed 5.Fastener specifications for those used in testing are outlined in Table 9 of this Intertek CCRR.These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. (15) 130 Derry Court • York • Pennsylvania • 17406 SAW intertek.com/building Mtertek Version:6 April 2017 e Code Compliance Research Report CCRR-0258 Page 22 of 25 Table 7-Design Loads for Negative Transverse Wind Load(NichiSoffit'"i ASCE 7-10 Ultimate ASCE 7-05 Basic Fastener Framing Allowable Building Wind Speed(MPH) Wind Speed(MPH)' Framing Type Design Height Spacing(in.) Spacing(In.) Pressure(psf) (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 170 169 154 210 210 199 1-3/4-in.-long Maze 20 170 165 150 210 21C 194 double hot dipped 12 Wood 2 x 4 25 170 161 147 210 208 190 galvanized ring- shank nails(0.125 8 min.specific Max.16-inch- . 6 tach- -84.4 30 170 158 145 210 204 187 in.shank dia.,0.365- gravity 0.42 wide panels 40 170 153 141 210 198 182 50 170 149 138 210 193 179 in.head dia.) 60 169 147 136 210 190 176 15 170 155 141 210 200 181 20 170 150 137 210 194 177 MAZE CEM-6 nail:2 16 Wood,2 x 4, 25 170 147 134 210 189 174 In.long,0.278 in. 6 min.specific -70 30 170 144 132 210 186 171 dia.head,0.119 in. gravity 0.42 Max.24-inch- 40 164 140 129 210 180 167 dia.shards wide panels 50 158 136 127 205 176 163 60 154 134 125 199 173 161 1-1/2-in.-long 4d 15 124 113 103 161 146 132 hot dipped galvanized ring- Wood,2 x 4 24 20 124 110 100 161 142 129 8 25 124 107 98 161 139 127 shank nails(0.120- min.specific -37 6 Max.16-inch- in.shank dia.,0.219- gravity 0.42 30 124 105 97 161 136 125 in.head dia.) wide panels 40 119 102 94 154 132 122 50 116 100 92 149 129 119 60 113 98 91 146 126 117 15 — -- -- 109 -- — 6d lap siding nails Wood,2x4,min. 24 20 -- -- -- 109 — — (0.12-in shank dia., 8 specific gravity -18.3 25 -- — — 109 -- — 2-in,long,17/64-in. 0.42 Max.48-inch- 30 -- -- — 109 -- -- head dia.) wide panels 40 __ -- — __ -- — so -- -- - - -- — 60 -- — — — -- — 15 96 87 -- 124 113 — 24 20 96 -- -- 124 110 — — #8 x 1-1/4-in.self- No.20 gage 25 96 124 107 8 -21.6 30 96 -- -- 124 -- — piercing lath screws steel Max.48-inch- 40 92 119 — — wide panels 50 89 __ __ 115 -- — 60 87 -- -- 113 -- -- © 130 Derry Court•York• Pennsylvania • 17406 k:® ,_.., intertek.com/building Intertek PCA-tot Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 23 of 25 Table 7-Continued Notes 1.NichiSoffit sheets may only be installed on soffits.Fasteners must be installed in a way that does not damage the board during installation. Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kd)equal to 0.8.5,an internal pressure coefficient(GCpi)equal to+/- 0.18,and an external pressure coefficient(GCp)equal to-1.4. The effects of topographic features have not been considered and the wind speed has been limited to 170m ph. 3.ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpi) equal to+/-0.18,and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0. The effects of topographic features have not been considered and the wind speed has been limited to 210 mph. 4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed 5.Fastener specifications for those used in testing are outlined in Table 9 of this Intertek CCRR.These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. ® 130 Derry Court • York • Pennsylvania • 17406 4® intertek.com/building Intertek PCA-101 Version 6 April 2017 Code Compliance Research Report CCRR-0258 Page 24 of 25 Table 8—Design Loads for Negative TAS 202 and TAS 203 Transverse Load(Florida Building Codel Siding Type Fastening And Nominal Framing Material Fasteners and Fastening Allowable Design Pressure(psf) Method Thickness(in.) 2x4 S.P.F.studs MAZE 8d CEM-8 nail(2-1/2 in.long,0.279 in.dia. NichiBoard up to 9.25" FACE width(5/16"thick) 16"o.c. Nail head,0.123 in.dia.shank)through plywood into -85 psf 5/8"APA Plywood studs 16 in.o.c. 2x4 S.P.F.studs MAZE CEM-6 nails(2 in.long.0.278 in.di.Head, NichiPanel FACE 16"o.c. 0.119 in.dia.shank)through plywood into studs -75 psf (5/16") 5/8"APA Plywood Nail every 6 in.perimeter and field NichiStaggered/ 2x4 S.P.F.studs BLIND MAZE 8d CEM-8 nail(2.1/2 in.long,0.279 in.dia. N chiStraight 16"a.c. head,0.123 in.dia.shank)through plywood into -70 psf Nail studs 16 in.o.c. (5/16") 5/8"APA Plywood NichiSoffit up to 24"width 2x4 S.P.F.studs FACE MAZE CEM-6 nails(2 in.long,0.278 in.dia.head, 0.119 in.dia.shank)into studs every 6 in. -70 psf (1/4"thick) 16"o.c. perimeter and field Notes 1.NichiPanel products may only be installed on vertical walls.NichiSoffit may only be installed on soffits.Fasteners must be installed in a way that does not damage the board during installation.Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 2.The values in this table are based on testing per TAS 202 and 203 and represent the allowable design pressures of the siding. 3.Framing and bracing are beyond the scope of this evaluation report. 111) IS 130 Derry Court • York • Pennsylvania • 17406 LE intertek.com/building kitertek Version:6 April 2017 te Code Compliance Research Report CCRR-0258 Page 25 of 25 Table 9-Specifications of Tested Fasteners Head Shank Minimum Fastener Length Diameter Diameter 1�Z3 5 Fastener Penetration Withdrawal Siding Fastener (in) (in) (in) Maf rial Sidirtg5'rype into Material(in) Value(Ibs) NichiPanel" 1"/;6 42.2 NichiBoard"'(Face) 13/9 34.4 NichiBoard'"(Bl ind) 1"/,5 42.2 SPF NichiStraight"/ NichiStaggered'" 13/, 34.4 Nichigoard"(Face) 13/9 53.1 OF NichiBoard""(Blind) 1"/,6 65.2 2 0.237 0.099 NichiStraight"3/ Ed Double HD MAZE Coil '/ni"058 NichiStaggered" '/16 16.9 Nail '/,6'OSB NichiShake" 116 16.9 _ NichiBoard"'(Face) 1'/a 45.9 2.3 0.236 0.097 SPF NichiBoard'"(Blind) 23/,5 53.6 NichiFrontier'(Face) l'/a 29.8 SPF NichiFrontier''(Blind) 19/,5 41.4 NichiStraight'"/ 6d Ring Shank Double HO MAZE '/,5'05B NichiStaggered" x/16 17.9 Coil Nail 2 0.233 0.105 SyF 8d Masonite Siding Nails 2.5 0.313 0.118 SPF NichiPanel'" 23/1, 65.2 NichiBoard"(Face) 1'/9 35.5 SPF NichiBoard'"(Blind) 1715 45.4 Double HD MAZE Asphalt SYP NichiBoa rd."(Blind) 11,5 _70.1 &Fiberglass Shingle Nail 1.75 0.365 0.125 NichiBoard"(Face) '/,6 21.3 115 0S8 NichiBoard"(Blind) 1,6 21.3 Grabber#8 Flat Wafer SPF NichiPanel"" 15/15 85.0 Head Screws6 1.625 0.406 0.166 20 GA Steel NichiPanel" - 88.3 NichiPanel' - 94.7 Aerosmith Fastening 1.5 0.301 0.106 20 GA Steel NichiBoard"(Face) - - 94.7 Systems,VersaPin 7 NichiBoard'"(Blind) -- 94.7 1.375 0.251 0.107 20 GA Steel NichiPanel" - 94.7 #8-18 Wafer Head ROCK-ON" 8 1.625 0.395 0.162 20 GA Steel NichiStraight"/ Screws -- 95.0 N ichi Staggered" Concrete 1.25 0.300 0.145 Block NichiBoard' (Face) 3/4 233.1 AerosmithFastening NichiBoard""(Blind) 1'/, 233.8 Systems,SurePin� Concrete Nichistraight"/ 2 0.300 0.145 Block NichiStaggered" 1'/,, 233.8 Notes: 1.SPF(Spruce-Pine-Fir}framing material is assumed to have a Specific Gravity of 0.42 or greater 2.OF{Douglas Fir)framing material is assumed to have a Specific Gravity of 0.5 or greater. 3.058 sheathing material is assumed to have a Specific Gravity of 0.5 or greater.Where fasteners are installed through 050 sheathing into SPF studs,a Specific Gravity of 0.42 shall he assumed for the entire fastener penetration depth, 4.SYP(Southern Yellow Pine)framing material is assumed to have a Specific Gravity of 0.5 or greater. 5,Alternative fasteners must meet the minimum head and shank diameters listed in Table B. The required length and withdrawal capacity shalt be determined by the design professional of record in accordance with the requirements of Table 3.4 5.G.and 7 of this Intertek CCRR. 6.Fastener pull-out capacity based on manufacturer(Grabber Construction Products,Inc.)technical data sheet and a safety factor of 3. 7.Fastener pull-out capacity based on PEI Product Report PER-06014 and a safety factor of 3 8.Fastener pull-out capacity based on ITV./Buildez and Illinois Tool Works.Inc.Product Report Iso.02722 and a safety factor of 3. 9.Fastener pull-out capacity based on PEI Product Report PER-07021 and a safety factor of 5. Oil) 130 Derry Court • York • Pennsylvania • 17406 mi tertek.com/build ng Intertek PC.A.-,9, Version:6 April 2017 OFFICE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 183 Seminole Remodel Builder Name: Street: 183 Seminole Rd Permit Office: Duval City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Jurisdiction: Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing Existing(Projecte 9. Wall Types(1161.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 820.00 ft2 b.Frame-Wood,Exterior R=19.0 341.33 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 (1227.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=20.0 1227.00 ft2 6. Conditioned floor area above grade(ft2) 1227 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(148.5 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Main 6 110 a. U-Factor: Dbl,U=0.35 84.50 ft2 SHGC: SHGC=0.25 b. U-Factor: Dbl,U=0.32 64.00 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.19 a.Central Unit 24.0 SEER:15.30 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 24.0 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 1.167 ft. Area Weighted Average SHGC: 0.224 14.Hot water systems a.Electric Cap:50 gallons 8. Floor Types (1227.0 sqft.) Insulation Area EF:0.940 a.Slab-On-Grade Edge Insulation R=0.0 1227.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits CF,Pstat Glass/Floor Area: 0.121 Total Proposed Modified Loads: 38.52 PASS Total Baseline Loads: 39.80 I hereby certify that the plans and specifications covered by Review of the plans and •:..0.014E S7',i1,..... this calculation are in compliance with the Florida Energy specifications covered by this 1+:;" :z ; ;...0t, Code. calculation indicates compliance '• ',//, • ,s.••.r+ with the Florida Energy Code. I-irou, '' '''' 0 s 2019.10.16 � ° PREPARED BY: Before construction is completed E a€ -,-� e DATE: __ 1(, ENERGY FORMS 18:55:10 -04'00' this building will be inspected for 0`:. a www.getenergyforms.com compliance with Section 553.908 I hereby certify that this building,as .•:'. -d,is in compliance Florida Statutes. `.Y. with the Florida Energy Code. � p COD �y ••�• OWNER/AGENT: / BUILDING OFFICIAL: -171 DATE: _ WM al - _ DATE: /og• - 3-do/7 - 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). 10/16/2019 6:42 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: 183 Seminole Remodel Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1227 Lot# Owner Name: Total Stories: 1 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 270 Street: 183 Seminole Rd Permit Office: Duval Cross Ventilation: County: Duval Jurisdiction: Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233 New/Existing: Existing(Projected) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL JACKSONVILLE_INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 1227 9816 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1227 9816 Yes 4 3 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter R-Value Area Tile Wood Carpet - 1 Slab-On-Grade Edge Insulatio Main 145 ft 0 1227 ft2 ____ 0.3 0.3 0.4 ROOF / Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1265 ft2 152 ft2 Medium N 0.96 No 0.9 No 20 14 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 1227 ft2 N N CEILING ✓ # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) Main 0 Blown 1227 ft2 0.11 Wood 10/16/2019 6:42 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS _V/ Adjacent Cavity Width Height Sheathing Framing Solar Below _t Omt- --To_ Walt Type Space RNalue_ Ft In Ft-_in_-- -Area--_ R Value Taction _-Absor. Grade% 1 N=>W Exterior Concrete Block-Int Insul Main 5 23 6 8 188.0 ft' 0 0.75 0 _ 2 W=>S Exterior Concrete Block-Int Insul Main 5 39 6 8 316.0 ft' 0 0.75 0 3 E=>N Exterior Concrete Block-Int Insul Main 5 39 6 8 316.0 ft' 0 0.75 0 _4 S=>E Exterior Frame-Wood Main 19 23 6 8 188.0 ft' 0.23 0.75 0 _ 5 W=>S Exterior Frame-Wood Main 19 9 7 8 76.7 ft' 0.23 0.75 0 6 E=>N Exterior Frame-Wood Main 19 9 7 8 76.7 ft2 0.23 0.75 0 DOORS V # Ornt Door Type Space Storms U-ValueWidth Height Area Ft In Ft In 1 N=>W Insulated Main None .38 3 6 8 20 ft' 2 W=>S Insulated Main None .38 3 6 8 20 ft' WINDOWS Orientation shown is the entered orientation(=>)changed to As Built(rotated 270 degrees). Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N=>W 1 Vinyl Low-E Double Yes 0.35 0.25 N 25.5 ft' 1 ft 2 in 2 ft 0 in None None 2 W=>S 2 Vinyl Low-E Double Yes 0.35 0.25 N 18.0 ft' 1 ft 2 in 2 ft 0 in None None 3 W=>S 2 Vinyl Low-E Double Yes 0.35 0.25 N 6.0 ft2 1 ft 2 in 2 ft 0 in None None 4 E=>N 3 Vinyl Low-E Double Yes 0.35 0.25 N 26.0 ft' 1 ft 2 in 2 ft 0 in None None 5 E=>N 3 Vinyl Low-E Double Yes 0.35 0.25 N 9.0 ft' 1 ft 2 in 2 ft 0 in None None 6 S=>E 4 Vinyl Low-E Double Yes 0.32 0.19 N 6.0 ft' 1 ft 2 in 2 ft 0 in None None 7 S=>E 4 Vinyl Low-E Double Yes 0.32 0.19 N 40.0 ft' 1 ft 2 in 2 ft 0 in None None 8 E=>N 6 Vinyl Low-E Double Yes 0.32 0.19 N 18.0 ft2 1 ft 2 in 2 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000356 1145.2 62.87 118.24 .1339 7 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.7 24 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15.3 24 kBtu/hr 800 cfm 0.75 1 sys#1 10/16/2019 6:42 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.94 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / —Supply--- — Return-- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 110 ft2 Attic 55 ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar A r [ ]Ma [X]Jun X Jul [X]Au [X]Sep Oct Nov Dec HeatinX Jan X Feb X Mar Apr E ]May [ ]Jun l Jul [ ]Aug [ ]Sep ' Oct X Nov )( Dec VentingJan Feb 'X Mar X Apr ]Ma [ 1 Jun [ Jul [ ]Au [ '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 80 80 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating(WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 Main 10/16/2019 6:42 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 4 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX*= 97 The lower the Energy Performance Index, the more efficient the home. 1.New home or,addition 1. Existing(Projected) 12. Ducts, location&insulation level a)Supply ducts R 6.0 2.Single-family or multiple-family 2. Single-family b)Return ducts R 6.0 c)AHU location Main 3. No.of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 3 13.Cooling system: Capacity 24.0 a)Split system SEER 15.3 5. Is this a worst case?(yes/no) 5. No b)Single package SEER c)Ground/water source SEER/COP 6. Conditioned floor area(sq.ft.) 6. 1227 d)Room unit/PTAC EER e)Other 7.Windows,type and area a)U-factor:(weighted average) 7a. 0.337 b)Solar Heat Gain Coefficient(SHGC) 7b. 0.224 14. Heating system: Capacity 24.0 c)Area 7c. 148.5 a)Split system heat pump HSPF 8.7 b)Single package heat pump HSPF 8.Skylights c)Electric resistance COP a)U-factor:(weighted average) 8a. NA d)Gas furnace,natural gas AFUE b)Solar Heat Gain Coefficient(SHGC) 8b. NA e)Gas furnace,LPG AFUE f)Other 9. Floor type, insulation level: a)Slab-on-grade(R-value) 9a. 0.0 b)Wood, raised(R-value) 9b. 15.Water heating system c)Concrete, raised(R-value) 9c. a)Electric resistance EF 0.94 b)Gas fired, natural gas EF 10.Wall type and insulation: c)Gas fired, LPG EF A. Exterior: d)Solar system with tank EF 1.Wood frame(Insulation R-value) 10A1. 19.0 e)Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. 5.0 f)Heat recovery unit HeatRec% B.Adjacent: g)Other 1.Wood frame(Insulation R-value) 10B1. 2. Masonry(Insulation R-value) 10B2. 16. HVAC credits claimed(Performance Method) 11. Ceiling type and insulation level a)Ceiling fans Yes a)Under attic 11a. 0.0 b)Cross ventilation No b)Single assembly 11b. c)Whole house fan No c)Knee walls/skylight walls 11c. d)Multizone cooling credit d)Radiant barrier installed 11d. No e)Multizone heating credit f)Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation,through the above energy saving features which will be installed(or exceeded)in this home before final inspection.Otherwise, a new EPL display card will be completed based n installed code compliant features. Builder Signature: Date: III ZS\�9 Address of New Home: 183 Seminole Rd City/FL Zip: Atlantic Beach, FL 32233 10/16/2019 6:41:20 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 183 Seminole Rd Permit Number: Atlantic Beach,FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. V SECTION R401 GENERAL O R401.3 Energy Performance Level(EPL)display card(Mandatory)The building official shall require that an energy performance level(EPL)display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law(Section 553.9085,Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. ▪ R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. El R402.4.1 Building thermal enveldi a building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. ▪ 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. ❑ R402.4.3 Fenestration air IeakagdNindows,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 Us/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. 10/16/2019 6:41 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. ❑R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. ❑ 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. ❑ 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. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufh air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑lR403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or below 55°F(13°C)shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. 0 R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 10/16/2019 6:41 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) ▪ R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 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: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. • R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including:Natural,Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy.When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). ❑ R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 10/16/2019 6:41 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. O R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. E R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). ❑ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. ❑ R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. ❑ R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal 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 buming pilot lights. 10/16/2019 6:41 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 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. ❑ Vi R403.11 Portable spas(Mandatoe energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS ❑ R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 10/16/2019 6:41 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit#: Job Information Builder: Community: Lot: NA Address: 183 Seminole Rd City: Atlantic Beach State: FL Zip: 32233 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method O 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. O PERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50)value,as shown on Form R405-2017(Performance)or R406-2017(ERI),section labeled as infiltration,sub-section ACH50. ACH(50)specified on Form R405-2017-Energy Calc(Performance)or R406-2017(ERI): 7.000 x 60 ÷ 9816 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PASS •Code software calculated n When ACH(50)is less than 3, Mechanical Ventilation installation O Field measured and calculated l t must be verified by building department. R402.4.1.2 Testing.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statues.or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust,intake,makeup air,back draft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification#: Issuing Authority: 10/16/2019 6:42:09 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 183 Seminole Remodel Builder Name: Street: 183 Seminole Rd Permit Office: Duval City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Jurisdiction: _ Design Location: FL,Jacksonville U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit Ceiling/attic insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per Knee walls shall be sealed. inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation,insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind oioina and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a.In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 10/16/2019 6:41 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1 Building Input Summary Report PROJECT Title: 183 Seminole Remodel Address type: S Building Type: User Bedrooms: 3 Lot#: Owner: Conditioned Area: 1227 Block/SubDivision: Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 183 Seminole Rd Permit Office: Duval Rotate Angle: 270 County: Duval Jurisdiction: Cross Ventilation: City,State,Zip: Atlantic Beach, Family Type: Single-family Whole House Fan: FL,32233 New/Existing: Existing(Projected) Terrain: Suburban Year Construct: 2018 Shielding: Suburban Comment: CLIMATE V /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 V Fuel Unit Utility Name Monthly Fixed Cost 5/Unit Electricity kWh EnergyGauge Default 0.00 0.12 Natural Gas Therm EnergyGauge Default 0.00 0.68 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 Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft O ft NW None Oft Oft Oft Oft Oft Oft BLOCKS VNumber Name Area Volume 1 Blockl 1227 9816 SPACES VNumber Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Main 1227 9816 Yes 4 3 Yes Yes Yes 10/16/2019 6:53:45 PM EnergyGauge®/USRCZB v6.1 Page 1 Building Input Summary Report FLOORS (Total Exposed Area = 1227 sq.ft.) V# Floor Type Space Exposed Perim Perimeter R-Value Area U-Factor Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Ins Main 145 0 1227 ft 0.587 --- 0.3 0.3 0.4 ROOF Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch \/# Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1265 ft2 152 ft2 Medium N 0.96 No 0.9 No 20 14 ATTIC V# Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 1227 ft2 N N CEILING (Total Exposed Area = 1227 sq.ft.) V# Ceiling Type Space R-Value Ins.Type Area U-Factor Framing Frac. Truss Type 1 Under Attic(Unvented) Main 0.0 Blown 1227.0ft2 0.062 0.11 Wood WALLS (Total Exposed Area = 1161 sq.ft.) Note:First wall orientation below is as entered.Actual orientation is modified by the rotate angle(270 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 N=>W Exterior Conc.Blk-Int Ins Main 5.0 23.0 6 8.0 0 188.0 0.132 0 0.75 0% _2 W=>S Exterior Conc.Blk-Int Ins Main 5.0 39.0 6 8.0 0 316.0 0.132 0 0.75 0% 3 E=>N Exterior Conc.Blk-Int Ins Main 5.0 39.0 6 8.0 0 316.0 0.132 0 0.75 0% 4 S=>E Exterior Frame-Wood Main 19.0 23.0 6 8.0 0 188.0 0.071 0.23 0.75 0% 5 W=>S Exterior Frame-Wood Main 19.0 9.0 7 8.0 0 76.7 0.071 0.23 0.75 0% 6 E=>N Exterior Frame-Wood Main 19.0 9.0 7 8.0 0 76.7 0.071 0.23 0.75 0% DOORS (Total Exposed Area = 40 sq.ft.) Width Height # Ornt Adjacent To Door Type Space Storms U-Value Ft In Ft In Area 1 N=>W Exterior Insulated Main None 0.38 3.00 0 6.00 8 20.0ft2 2 W=>S Exterior Insulated Main None 0.38 3.00 0 6.00 8 20.0ft2 WINDOWS (Total Exposed Area = 149 sq.ft.) Wall Overhang ✓# Ornt ID Frame Panes NFRC U-Factor SHGC Imp Storm Area Depth Separation Interior Shade Screening 1 N=>W 1 Vinyl Low-E Double Yes 0.35 0.25 N N 25.5ft2 1.0 ft 2 in 2.0 ft 0 in None None 2 W=>S 2 Vinyl Low-E Double Yes 0.35 0.25 N N 18.0ft2 1.0 ft 2 in 2.0 ft 0 in None None 3 W=>S 2 Vinyl Low-E Double Yes 0.35 0.25 N N 6.0ft2 1.0 ft 2 in 2.0 ft 0 in None None 4 E=>N 3 Vinyl Low-E Double Yes 0.35 0.25 N N 26.0ft2 1.0 ft 2 in 2.0 ft 0 in None None 5 E=>N 3 Vinyl Low-E Double Yes 0.35 0.25 N N 9.0ft2 1.0 ft 2 in 2.0 ft 0 in None None 6 S=>E 4 Vinyl Low-E Double Yes 0.32 0.19 N N 6.0ft2 1.0 ft 2 in 2.0 ft 0 in None None 7 S=>E 4 Vinyl Low-E Double Yes 0.32 0.19 N N 40.0ft2 1.0 ft 2 in 2.0 ft 0 in None None 8 E=>N 6 Vinyl Low-E Double Yes 0.32 0.19 N N 18.0ft2 1.0 ft 2 in 2.0 ft 0 in None None 10/16/2019 6:53:45 PM EnergyGauge®/USRCZB v6.1 Page 2 Building Input Summary Report INFILTRATION V# Scope Method SLA CFM50 ELA EqLA ACH ACH50 Space(s) 1 Wholehouse Proposed ACH(50) 0.00036 1145 62.87 118.24 0.1339 7.0 All MASS V# Mass Type Area Thickness Furniture Fraction Space 1 Default(8 lbs/sq.ft.) 0 ft2 0 ft 0.30 Main HEATING SYSTEM V# System Type Subtype AHRI# Efficiency Capacity ----Geothermal HeatPump---- Ducts Block kBtu/hr Entry Power Volt Current 1 Electric Heat Pump Split 3645571 HSPF:8.70 24.0 0.00 0.00 0.00 sys#1 1 COOLING SYSTEM V# System Type Subtype AHRI# Efficiency Capacity Air Flow SHR Duct Block kBtu/hr cfm 1 Central Unit Split 3645571 SEER:15.3 24.0 800 0.75 sys#1 1 HOT WATER SYSTEM V# System Type Subtype Location EF(UEF) Cap Use SetPnt Fixture Flow Pipe Ins. Pipe length 1 Electric None Main 0.94(0.93) 50.00 gal 60 gal 120 deg Standard =>R-3 100 Recirculation Recirc Control Loop Branch Pump DWHR Facilities Equal DWHR Other Credits System Type length length power Connected Flow Eff 1 No NA NA NA No NA NA NA None DUCTS Duct Supply Return Air CFM 25 CFM 25 HVAC# V # Location R-Value Area Location R-Value Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6.0 110 ft2 Attic 6.0 55 ft2 Default Leakage Main (Default)(Default) 1 1 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 [1 Feb [X]Mar [X]Apr []May []Jun []Jul []Aug []Sep [X]Oct [X]Nov []Dec V/ 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 80 80 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 10/16/2019 6:53:45 PM EnergyGauge®/USRCZB v6.1 Page 3 Building Input Summary Report TEMPERATURES(Continued) Heating(WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 _Heating(WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 HARD WIRED LIGHTING VD 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 VD 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 peak: 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 peak: 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 peak: 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 peak: 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 peak: 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 peak: 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 peak: 226 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 peak: 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 peak: 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 Igts-out peak: 43 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 peak: 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 peak: 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 10/16/2019 6:53:45 PM EnergyGauge®/USRCZB v6.1 Page 4 Residential Equipment Selection Summary EnergyGauge 183 Seminole Remodel 10/16/2019 183 Seminole Rd Block 1, Heating Systeml, Cooling Systeml Atlantic Beach, FL Conditions Outdoor 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: 70 F Summer Dry Bulb: 76 F Summer Wet Bulb: 67 F Design Loads(Manual J or equivalent) Heating: 19.090 Sensible Cooling: 17.026 Latent Cooling: 3.896 Air Flow Estimate Heating CFM: 800 Cooling CFM: 800 Equipment Information- Heating Type: Electric Heat Pump Manufacturer: CARRIER Nominal Capacity: 24.00 Outdoor Model: 25HBC524A AHRI Number: 3645571 Indoor Model: FX4DNF025 Equipment Information-Cooling Type: Electric Heat Pump Manufacturer: CARRIER Speed: Single-Speed Outdoor Model: 25HBC524A AHRI Number: 3645571 Indoor Model: FX4DNF025 AHRI/Nominal Capacity: 24.00 OEM Capacity at Design Conditions Total Latent Sensible Sens plus excess Latent 23.8 5.7 18.1 19.0 Manual S Compliance-Cooling Cooling-Only Equipment or Cooling Mode of Heat Pump in Condition A Climate Total: Required: 90—115% Actual: 114% Passes Manual S for Total PASS Latent: Required: 100—150% Actual: 147% Manual S for Latent PASS Sensible: Required: 90%or more Actual: 112% Manual S for Sensible PASS Heat Pump equipment is sized for cooling. I hereby certify that Prepared by: 2019.10.16 I n the equipment selected is in ��cl 1 8:56:06 accordance with ACCA Manual S. Date: KA S ENERGY FORMS www.getenergyfortns.com 041001 Residential Equipment Selection Summary Manual S Heat Pump Supplemental Requirements EnergyGauge 183 Seminole Remodel 10/16/2019 183 Seminole Rd Block 1, Heating Systeml, Cooling Systeml Atlantic Beach, FL Thermal Balance Point Design Temperature 29.0 °F AHRI Capacity Load at Design T 19.1 Mbtuh Building Loads 20 0 Design Load i Thermal Balance Point 29.8 °F 15 AHRI/Nominal Capacity 24.00 Mbtuh a 10 OEM Capacity at design T 17.1 Mbtuh co 5 Supplemental Heat Required * 2.0 Mbtuh (0.6KW) Supplemental Heat Installed 0.3 KW 0 20 30 40 50 80 %of supplemental requirement 152.8% O utd oo r Ai r temperature(F) % Required:95%- 175% Passes Manual S supplemental heat requirement *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) Residential System Sizing Calculation Summary Project Title: 183 Seminole Rd 183 Seminole Remodel Atlantic Beach, FL 32233 10/16/2019 Location for weather data: Jacksonville, FL - Defaults: Latitude(30.5) 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 19090 Btuh Total cooling load calculation 21222 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of calc Btuh Total (Electric Heat Pump) 125.7 24000 Sensible(SHR=0.75) 103.9 18000 Heat Pump+Auxiliary(0.0kW) 125.7 24000 Latent 154.0 6000 Total (Electric Heat Pump) 113.1 24000 WINTER CALCULATIONS Winter Heating Load(for 1227 sqft) Load component Load Window total 149 sqft 2052 Btuh Wa115(24.3%) Ceilings(12.6%) Wall total 973 sqft 4630 Btuh Door total 40 sgft 623 Btuh Ceiling total 1227 sqft 2407 Btuh Windows(10.8%) Floor total 1227 sqft 7015 Btuh Infiltration 35 cfm 1579 Btuh Duct loss 783 Btuh Ducts(4.1%) Subtotal 19090 Btuh Ventilation 0 cfm 0 Btuh Inril.(8.3%) TOTAL HEAT LOSS 19090 Btuh Fioors(36.7%) Doors(3.3%) SUMMER CALCULATIONS Summer Cooling Load(for 1227 sqft) Load component Load Window total 149 sgft 2835 Btuh Wall total 973 sqft 1944 Btuh Walls(9.2%) Door total 40 sqft 471 Btuh Ceilings(72%) Ceiling total 1227 sqft 1526 Btuh Doors(2.2%) Floor total 0 Btuh Ducts(4.6%) Infiltration 26 cfm 578 Btuh Windows(13.4%) Internal gain 9120 Btuh 411111111114111/4 Duct gain 552 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 300 Btuh Blower(1.4%) Total sensible gain 17326 Btuh Latent gain(ducts) 421 Btuh Latent int(12.3%) Latent gain(infiltration) 875 Btuh Latent gain(ventilation) 0 Btuh Int.Gain(43.0%) Latent gain(internal/occupants/other) 2600 Btuh Total latent gain 3896 Btuh TOTAL HEAT GAIN 21222 Btuh EnergyGauge®System Sizing 'weft(by 8th Edition PREPARED BY: 2019-.10.16 ...� �... DATE: MANUAL] 18-56•26 Y KA ENERGY FORMS EnergyGauge®/USRCZB v6.1 ,w.,.e`",x,gym's.''' _04'00' System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Title: 183 Seminole Rd 183 Seminole Remodel Atlantic Beach, FL 32233 10/16/2019 Reference City:Jacksonville, FL Temperature Difference: 20.0F(TMY3 99%) Humidity difference:49gr. ompone o.,., o' • t Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 2 NFRC 0.25,0.35 No No W 1.2ft. 2.0ft. 25.5 0.0 25.5 12 31 792 Btuh 2 1 2 NFRC 0.25,0.35 No No S 1.2ft. 2.0ft. 18.0 18.0 0.0 12 14 220 Btuh 3 2 NFRC 0.25,0.35 No No S 1.2ft. 2.0ft. 6.0 6.0 0.0 12 14 73 Btuh 4 2 NFRC 0.25,0.35 No No N 1.2ft. 2.0ft. 26.0 0.0 26.0 I 12 12 318 Btuh 1 5 2 NFRC 0.25,0.35 No No N 1.2ft. 2.0ft. 9.0 0.0 9.0 12 12 110 Btuh 6 2 NFRC 0.19,0.32 No No E 1.2ft. 2.0ft. 6.0 0.0 6.0 10 25 148 Btuh 7 2 NFRC 0.19,0.32 No No E 1.2ft. 2.0ft. 40.0 0.0 40.0 10 25 987 Btuh 8 2 NFRC 0.19,0.32 No No N 1.2ft. 2.0ft. 18.0 0.0 18.0 10 10 187 Btuh Window Total 149 (sqft) 11 2835 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Concrete BIk,Hollow-Ext 0.13 5.0/0.0 142.5 2.1 300 Btuh 2 Concrete BIk,Hollow-Ext 0.13 5.0/0.0 272.0 2.1 ' 573 Btuh 3 Concrete Blk,Hollow-Ext 0.13 5.0/0.0 281.0 2.1 592 Btuh 4 Frame-Wood-Ext 0.08 19.0/0.0 142.0 1.7 246 Btuh 5 Frame-Wood-Ext 0.08 19.0/0.0 76.7 1.7 133 Btuh 6 ! Frame-Wood-Ext 0.08 19.0/0.0 58.7 1.7 102 Btuh Wall Total 973(sqft) 1944 Btuh Doors Type Area(sqft) HTM Load 1 Insulated-Exterior 20.0 11.8 236 Btuh 2 Insulated-Exterior 20.0 11.8 236 Btuh Door Total 40 (sqft) 471 Btuh Ceilings 'Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Unvented Attic/Light/Shingle 0.048 0.0/20.0 1227.0 1.24 1526 Btuh Ceiling Total 1227 (sqft) 1526 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1227(ft-perimeter) 0.0 0 Btuh Floor Total 1227.0 (sqft) 0 Btuh Envelope Subtotal: 6776 Btuh Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.16 9816 1 26.3 578 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 -+ 8200 9120 Btuh Sensible Envelope Load: 16474 Btuh Duct load Average sealed,Supply(R6.0-Attic),Return(R6.0-Attic) (DGM of 0.034) 552 Btuh Sensible Load All Zones 17026 Btuh EnergyGauge®/USRCZB v6.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 183 Seminole Rd 183 Seminole Remodel Atlantic Beach, FL 32233 10/16/2019 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 16474 Btuh Sensible Duct Load 552 Btuh Total Sensible Zone Loads 17026 Btuh Sensible ventilation 0 Btuh Blower 300 Btuh Whole House Total sensible gain 17326 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 875 Btuh Latent ventilation gain 0 Btuh Latent duct gain 421 Btuh Latent occupant gain (4.0 people @ 200 Btuh per person) 800 Btuh Latent other gain 1800 Btuh Latent total gain 3896 Btuh TOTAL GAIN 21222 Btuh EQUIPMENT 1. Central Unit CARRIER#25HBC524A 24000 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)) hrmlit� - 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(Y2)) (Ornt-compass orientation) MIRMIAL� Version 8 EnergyGauge®/USRCZB v6.1 Page 2 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: 183 Seminole Rd 183 Seminole Remodel Atlantic Beach, FL 32233 Building Type: User 10/16/2019 Reference City:Jacksonville, FL (Defaults) Winter Temperature Difference:41.0 F(TMY3 99%) Component Loads for Whole House Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2, NFRC 0.25 Vinyl 0.35 W 25.5 14.3 366 Btuh 2 2, NFRC 0.25 Vinyl 0.35 S 18.0 14.3 258 Btuh 3 2, NFRC 0.25 Vinyl 0.35 S 6.0 14.3 86 Btuh 4 2, NFRC 0.25 Vinyl 0.35 N 26.0 14.3 373 Btuh 5 2, NFRC 0.25 Vinyl 0.35 N 9.0 14.3 129 Btuh 6 2, NFRC 0.19 Vinyl 0.32 E 6.0 13.1 79 Btuh 7 2, NFRC 0.19 Vinyl 0.32 E 40.0 13.1 525 Btuh 8 2, NFRC 0.19 Vinyl 0.32 N 18.0 13.1 236 Btuh Window Total 148.5(sqft) 2052 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 143 5.39 769 Btuh 2 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 272 5.39 1467 Btuh 3 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 281 5.39 1516 Btuh 4 Frame-Wood - Ext (0.077) 19.0/0.0 142 3.17 450 Btuh 5 Frame-Wood - Ext (0.077) 19.0/0.0 77 3.17 243 Btuh 6 Frame-Wood - Ext (0.077) 19.0/0.0 59 3.17 186 Btuh Wall Total 973(sqft) 4630 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated- Exterior, n (0.380) 20 15.6 312 Btuh 2 Insulated- Exterior, n (0.380) 20 15.6 312 Btuh Door Total 40(sgft) 623Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Unvent Attic/L/Shing (0.048) 0.0/20.0 1227 2.0 2407 Btuh Ceiling Total 1227(sqft) 2407Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 145.0 ft(perim.) 48.4 7015 Btuh Floor Total 1227 sqft 7015 Btuh Envelope Subtotal: 16728 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.21 9816 1.00 35.0 1579 Btuh Duct load Average sealed, R6.0, Supply(Att), Return(Att) (DLM of 0.043) 783 Btuh All Zones Sensible Subtotal All Zones 19090 Btuh EnergyGauge®/USRCZB v6.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 183 Seminole Rd 183 Seminole Remodel Atlantic Beach, FL 32233 Building Type: User 10/16/2019 WHOLE HOUSE TOTALS Subtotal Sensible Heat Loss 19090 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 19090 Btuh LEQUIPMENT 1. Electric Heat Pump CARRIER#25HBC524A 24000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) Pue-rn.i b` or-Glass as'Clear'or Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) • HTM-(ManualJ Heat Transfer Multiplier) MRJ I kuflL Version 8 EnergyGauge@/USRCZB v6.1 Page 2 MAP SHOWING BOUNDARY SURVEY OF LOT 628, AS SHOWN ON MAP OF SECTION NO . 1 SALTAIR AS RECORDED IN PLAT BOOK 10, PAGE 8, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: HANNAH S. BERMAN, ELIZABETH LAVECK BERMAN, AND MARK D. BERMAN; WATSON TITLE SERVICES OF N. FL., INC.; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY; MOVEMENT MORTGAGE, LLC SCALE: 1"=30' DATE: 07/08/19 (FpRMeR( Op b10F-A �j N°°Lexi.�\ A�'NE£�. °2JMON VF SO �' SE. / /w) / Q Z.-'''' G a 0h 3 a � i. \ o / , G. \o o° / c,� l3� ? 44, Q'�o ` sem 4Or6 o o'o ,,, ,� _�f� S6)2 2j N 0 ......./co 0 k L C ,M �2O9g 00f� 1 /O * " c 4• 8S •) w Q th 4R)elk*. • Mf C 411" � oo .V* 6. "0 L /41C7') 3 /' /4, . . o CO a1:5- e"� � mO / , --C1)?/z, / (o .1... � ,O u/ R 0 �v 0 e/ 2 • S '. o) ° o v � 'n0 / s �,. ? ? • QF �° 4 Qr‘, �. � 4 AlR C5QOD6• A NG° /• f.s -; 0.g• AP /.P O m(V ^� ?U3J.B. NP' / INCR` 1 �ego LOT 628 " ?`'tet ,Q \• 4O ekpA-rp ' CRY 1/0.2. . U • 7 \\ � ry X183 ' °T ao � i `- \ AD 46- / 9, 3 savt co Ap,GS) Q IO 899q) W . .s O` Z.07.. 10o4CT) 0.2._ N 69 � / - �Q / \ I NY- coI i// o ry a. 407- ., e. \630 =0 A/OR7.1:.a �� 1� O� 631 THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN BEARINGS SHOWN HEREON ARE ASSUMED ON THIS MAP THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND FOUNDATIONS/UTILITIES NOT LOCATED THE LOT SHOWN HEREON IS IN FLOOD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 1203100409J FOR DUVAL COUNTY, FLORIDA, DATED 11/02/18. C & C LAND SURVEYORS, INC. 774 STATE ROAD 13, STE. 4, ST. JOHNS, FLORIDA 32259 (904) 287-0407 - LICENSED BUSINESS NO. 7390 .ii ABBREVIATIONS USED ALL MAPPED FEATURES SHOWN HEREON WERE PERFORMED UNDER A - ARC LENGTH N.G.V.D.- NATIONAL GEODETIC MY DIRECT SUPERVISION AND DIRECTION. THIS MAP/SURVEY (ACT)- ACTUAL VERTICAL DATUM MEETS THE STANDARDS OF PRAC CE ESTABf 1SHED BY THE II B.R.I.- BUILDING M . - MONUMENT Y, . RESTRICTIONLINE (P) - PLAT BOARD OF PROFESS ONA`„ • AND MdPPERS PURSUANT CN - CHORD DISTANCE P.C. - POINT OF CURVATURE TO CHAPTER 472,027 Know* TA,, S.,AN CHAPTER 5J-17 Al. CONC.- CONCRETE P.C.C. - POINT OF COMPOUND Q IE - CENTERLINE CURVATURE FLORIDA ADMINISTRAT VE;.0 -4'.,..'-,,-• A - DELTA P.I. - POINT OF INTERSECTION ESMT - EASEMENT P.R.C. - POINT OF REVERSE F.F.E. - FINISH FLOOR CURVATURE THfS_'�fAP/SURVEY IS'Nat VALID ELEVATION P.T. - POINT OF TANGENCY WITHOUT�SIIGNATURE AND RAISED� SEAL FND. - FOUND R/W - RIGHT OF WAY SAMUEL UEL C. COaLE I.P. i. IRON PIPE R -iRADUIS - - I.R. ••• IRON ROD (R) ••• RADIAL -- I �j� ii/ WI OHL - OVERHEAD UNE(S) TAN -. TANGENT ,- / LB - UCENSED BUSNESS (W) TNESS LS - UCENSEDSURVEYOR P.N.T. .. POINT OF NON- TANGENCY PROF NAL SURVEYOR & MAPRER NO. LS 6076 B. 123:34 DR. BY SCC DIR. D:/DWG/2019 F. REE -1P.7,7 2 ORDER NO. 19-272 GENERAL NOTES 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS, APA AND ASCE7-10. 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS AND ADDITION IN COMPLIANCE WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE. 3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 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, LATEST 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 %" INCHES FOR FOUNDATIONS, AND %" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND TERMITE TREATED SOIL. 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 FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL CONCRETE 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". 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR 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. 11/2" 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 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION 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 BEL(W: 8d = 0.131" x 2-1/2" 10d = 0.148" x 3" 12d = 0.148" x 3-1/4" 16d = 0.162" x 3-1/2" 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. EXTERIOR WALL STUD SPACING END ZONES, PSF BRITTLE FINISH FLEXIBLE FINISH 24.4 WALL HEIGHT (0360) WALL HEIGIT (U120) BEARING STUD SIZE AND GRADE 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10.=T 11 FT 12 FT CONDITION -24.4 20.8 -22.9 W W< 0 Z �--- t� U m m J 2X4 SPF STUD 16 12 LL O O 16 16 U O w ONE 2X4 NO.2 SPF 16 12-77, W m z z 16 16 11 12 '<v, STORY 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 11 16 16 m 2X4 SPF STUD 16 12 .X 16 12 2X4 NO.2 SPF 16 12 O ( 16 16 1 TWO STORY 2X6 SPF STUD GRD OR N0.2 16 16 16 16 16 16 16 1 d 16 16 3o NOTES 1. ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER WITH 12d COMMONS AT 8" O.C. 2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX. ALL -THREAD NOTES 1. ALL -THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT 4' O.C. IN ALL BEARING WALLS, UNLESS NOTED OTHERWISE ON PLANS. 2. ALL -THREAD USED IN SHE:ARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) C. PLACE CORNER RODS D. PLACE ALL OTHER RODS. 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: 6" - TYPICAL WALLS, MONOLITHIC FOOTING 7" - EXTERIOR WALLS, STEMWALL FOOTING 8" - MASONRY WALLS 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN THEIR RESPECTIVE DETAILS ON THIS SHEET. 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROOP. FASTEN STUDS TOGETHER WITH (1) ROW OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP. 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM OF THE ROD WITH A 3" SQ WASHER AND NUT. CONVENTIONAL FRAMING NOTES 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE -NAILS. 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO THE RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER AND (5) 8d NAILS INTO THE SLEEPER. 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) 8dX1-1/2" NAILS. 9. FASTEN RIDGENALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM, (11) INTO STUD BELOW. 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH INTERSECTION OF SLEEPER AND EXISTING FRAMING. SHEATHING NOTES FOR WALL SHEATHING: 1. FOR STUCCO AND STONE: MIN 32" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED VERTICALLY, OR MIN 16" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. FOR ALL OTHER VENEER: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR; 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL EDGES). 3. FOR CURVED WALLS: TWO (2) LAYERS OF T" PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT. FOR ROOF SHEATHING: 1. FOR SHINGLE AND METAL ROOF: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. FOR TILE ROOF: MIN �" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD CONDITIONS, BLOCK PANELS AT 12" O.C. FOR FLOOR DECKING: 1. MIN 2" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND MINIMUM 4" THICKNESS. FOR PORCH CEILING SHEATHING: 1. MIN 2' OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD. LOAD TABLE COMPONENT AND CLADDING ROOF: DESIGN PRESSURES LIVE LOAD: 20.0 PSF DEAD LOAD 7 0 PSF EFFECTI\/E AREA, SF CEILING: LIVE LOAD: 0.0 PSF LIVE LOAD -STORAGE: 30.0 PSF DEAD LOAD: 5.0 PSF FLOOR: LIVE LOAD: 40.0 PSF DEAD LOAD: 10.0 PSF DECK LIVE LOAD: 50.0 PSF WIND LOADS: WIND SPEED: 130 MPH EXPOSURE: C IMPORTANCE. 1.0 BUILDING CATEGORY: 11 ENCLOSED BUILDING: INTERIOR PRESSURE COEFFICIENT: 0.18 ROOF PITCH: MATCH EXISTING END ZONES, PSF INTERIOR ZONES , PSF 0-20 24.4 -32.0 24.4 -26.6 20-50 22.9 -28.8 22.9 -25.3 50-100 21.6 -27.2 21.6 -24.0 100-20020.8 O -24.4 20.8 -22.9 EPDXY NOTES 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN ACCORDANCE WITH APPLICABLE SAFETY LAWS. 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 PSI AND TENSILE STRENGTH OF 2,300 PSI. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT, AND OIL. 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO DO THE WORK. EXISTING FOUNDATION EXISTING FOUNDATION I I I _ FOUNDATION PLAN 1/4" = 1'-0" 8"x8" THICKENED EDGE WITH (1) #4 CONTINUOUS 24"x24"x12" DEEP FOOTING WITH (3) #5 BARS EACH WAY SHEET INDEX S1.01 GENERAL NOTES/FOUNDATION W PLAN AND DETAILS S2.01 FIRST LEVEL WALL/ ROOF PLAN AND c wQ FRAMING DETIALS FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. FINISHED z GRADE 00 - - - . - Fo z I 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB ! : ONE STORY: X = 12" WITH (2) #4 X 6n TWO-STORY: X = 16" WITH (3) #4 , THREE-STORY: X = 20" WITH (3) #5 MONOLITHIC FOOTING SECTION 3/4" = V-0" SEE PLAN I V .� FINISHED z GRADE eo .0 - FORMED AND POURED PERIMETER CURB. - SEE PLAN FOR CURB HEIGHT _ FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 2 CURB DETAIL Ton - SEE PLANS FOR CURB HEIGHT co 6 MIL VAPOR BARRIER OR 8" 8" 4"T'\ - EQUIVALENT WATERPROOFING i BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB CURB STEP SECTION 3 3/4" = 1'-0" 8" THICKENED EDGE WITH (1)#4 12" #5 REINFORCEMENT BARS AT 48" O.C. MAX EXISTING FOUNDATION ��. _Itl n 1�8", II -ISI I- ! -i =L &-3/ i SECTION 0 EL Q m rn w 0) N > O w o o> z Q z w a� � z O O U o a O � w v o wW 0 o U) rn 0 N w o z o z O > Fg NJ F- U) Q W c wQ O O^ m.r z p �`o .o _ U wLL U m O Z W W< 0 Z �--- t� U m m J z rW V LL O O < o (6 U O w Q UI O W m z z z v 0W E '<v, J Q F- W m O U U) O m rn T � � N (D (D 3o DC7 CL U Q I& FA U) V) Q W c wQ O^ m.r z p �`o .o _ U wLL m O 04 U M W W< :3LL Z p t� U m m z rW V Nvii O U � O LL C7 Sheet S1.01 U 00 cli C m c wQ av m.r p �`o .o U wLL m U L 04 U M :3LL t� U m m Q (� m o '2 °� o MC Op Nvii � CN! U � O C7 WAYNF �. IFI ••�'Aj,'� N 93 _-C7 E '<v, Sheet S1.01 BALLOON FRAME END WALL I I � (2) 2X8 2:2 I 1 1 I I II I I .I ill ISI NEW INTERIOR WALLS. ADJUST CEILING BEARING AS NEEDED F USING CEILING JOIST TABLE. I I 1 I I I I I i II I I I f L_---_..--_ 1 I I I I I ill f l i t I I II I I I 1 1 I ll, ;!, _ ! t 11 IL 1 I I , 1 1 ' I F II I ; 1 t II I I 1 ,, 11 LLI I I' I „ � I I I I II I I ----- — '---------i---I-------�-----------____�--------- I I I FIRST LEVEL WALL PLAN 1/4" = 1'-0" _ OOF PLAN 1/4" = 1'-0" 1 ------------------- r--- ----------------- ------ j rr tl rr ti rr �: rr ti rr t1 9'-10" 10'-9" 9'-3" 2x6 rr _ tt 16-11" 13'-11" 2x8 23"-4" 20'-5" 21'-7" 17'-7" 2x10 ii t, 25'-7" tl Q tl O E3 (D U C) r r it UI Q rr W m rr Z ROOF SHEATHING. SEE SHEATHING NOTES. TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. (2) 2X6 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. %" ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. WALL SHEATHING. SEE SHEATHING NOTES. 2X6 SPF STUDS AT 16" O.C. 2X6 NO. 2 SYP PT BOTTOM PLATE. APPLY 1/2" ANCHOR BOLTS WITH 6" MIN EMBEDMENT AT EACH SIDE OF BOTTOM PLATE SPLICES. SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. TYPICAL WALL SECTION 3/4 11-01. ROOF FRAMED WITH: • SEE SPAN TABLE ON THIS PAGE FOR RAFTER AND JOIST SIZES AND SPACING. • COMMON AND HIP RIDGE BEAMS ARE ONE NOMINAL SIZE LARGER THAN THE RAFTERS, UNLESS NOTED OTHERWISE. • SLEEPERS ARE ONE NOMINAL SIZE LARGER THAN SUPPORTED RAFTERS. • 2X LEDGERS, SAME SIZE AS ATTACHED RAFTER. SEE CONVENTIONAL FRAMING NOTES FOR FASTENING SPECIFICATIONS. CONVENTIONAL FRAMING - CEILING 10 PSF LIVE LOAD, 5 PSF DEAD LOAD 1.00 DURATION FACTOR GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x4 11'-3" 9'-10" 10'-9" 9'-3" 2x6 17'-8" 15'-6" 16-11" 13'-11" 2x8 23"-4" 20'-5" 21'-7" 17'-7" 2x10 26'-0" 23'-11" 25'-7" 20'-11" CONVENTIONAL FRAMING - ROOF 20 PSF LIVE LOAD, 10 PSF DEAD LOAD 1.25 DURATION FACTOR GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x6 14'-1" 12'-3" 13'-5" 11'-0" 2x8 18'-6" 16-2" 17'-1" 13'-11" 2x10 23"-2" 18'-11" 20'-3" 16-6" 2x12 26'-0" 22'-6" 23'-10" 19'-6" NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS (2) 2, x6,2:1 NUMBER OF CRIPPLE STUDS I SIZE OF DIMENSIONAL LUMBER SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. I KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. 2 TYPICAL HEADER FRAMING DETAIL 3/4 1 0 I sw _/S# SHEARWALL SEE DETAILS FOR FASTENERS l SHEET NUMBER DETAIL NUMBER SHEAR WALL DESIGNATION PORCH/GLULAM BEAM ® 1 -STORY THREADED ROD INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE "COMPONENT AND CLADDING DESIGN PRESSURES," ON COVER SHEET. ICR INTERMEDIATE CRIPPLES REQUIRED. HEADER TO CRIPPLES WITH SDWC15600 SCREWS. LVL 1.75" WIDE 2.0E EVEREDGE ENGINEERED LUMBER. MIR MIRROR. MSR MACHINE STRESS RATED LUMBER. O.C. ON CENTER. OSB ORIENTED STRAND BOARD. SIM SIMILAR. SPF SPRUCE PINE FIR. SPH STRUCTURAL PANEL HEADER. SYP SOUTHERN YELLOW PINE. TYP TYPICAL. UNO UNLESS NOTED OTHERWISE. CANT CANTILEVER DOUBLE 2X12 CEILING JOIST FOR RIDGE BEAM SUPPORT, UNO. ROOF RAFTER RIDGE BEAM ------------ CEILING JOIST — - - - - — COLLAR TIE (2) 2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RAFTER TO • COLUMN WITH 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. OFASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING WITH 10d NAILS AT 3" O.C. 2'-0" RAFTER ROOF SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. (2) 2X4 NO. 2x4 PLATE. SEE WALL SECTIONS. DUTLOOKER DETAIL 3/4 V-011 m W N O w o w m z z w L: � � g z O O U o d O LL U � w w a � 0 N Lu o Q z O o w z Of U) CV C M� rn w LO N o N O �U a)0 N m (9 CL ci o U U Q D o0 Z Of 0 z F— Q Lt_ O E3 (D U C) Q UI Q w W m Z Z z U Q J CQC G W z J f W N C, cq F- Q M m O O U U O Fes.•'' F1 m I Pq-;oA. 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Contact Phone: 9Vy ,,R37 /. 0 Email: Ai0efe2X6Ci •e.e Description of P posed Revision/Corrections: ' /e. fW gik-i,b, RFCE NE D--- S7— , © FEB 1 9 2020 1 A#.41 AVAle affirm the revision/correction to comment36094vf 'Iltffltd changes. (printed name) r. Of atlantic Beach, FL • W' proposed revision/corrections add additional square fo a to original submittal? No ❑ Yes (additional s.f.to be added: 12 ) • W. proposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value: $ ,/ ) (Contr. tor must sign if increase in valuation) *Signature of Contractor/Agent: /, / / (Office Use Only) w Approved L I Denied I Not Applicable to Department Permit Fee D - $ b O oo Revision/Plan Review Comments COh 4/C/ /0 pie - I7 -Z-0,19 s", / 12 Pl/i cI v n o1 c c-.r PA- / I �a/ PQ e . Department Review Required: uilding_.� Planning&Zoning viewed By Tree Administrator Public Works Public Utilities c2/2-5).36 Public Safety Date Fire Services Updated 10/17/18 BALLOON FRAME END WALL 4 (2) 2X6 1:1 (2) 2X8 2:2 I 2 S2.a1 TYP EZ . (2) 2X8 2:2 0 m 1 S2.01 A A A (2) 2X8 2:2 i I I 1r I 1 I I ii II ii Ili it III ._III 1� I 1 I I NEW INTERIOR WALLS. ADJUST CEILING BEARING AS NEEDED USING CEILING JOIST TABLE. I. 7771 II 14 II i I I I I 1 I I I r-----------------------�-------�I II -------------- Ir------- �I II II it jl'— -------- li j l i t II II ,1 �I I I t l II iI I I I tell - 1 1 t l I yl I I I 1 lI II `-------tl r------ I B r -- (2) 2x10 II 1, t it j I I ---------- ! , 1 I t f I I � l _tea, I i o (2) 11.25" LVL !i I I I II I l Ill I,I 1 I I It I fi II 1 11 I II I I I II t l I t.__._____ _.__ ___ 7 EXISTING 12" BOND ( BEAM OVER DOOR FIRST LEVEL WALL PLAN 1/4" = 1'-0" EXISTING RIDGE BOARD EXISTING 2X6 RAFTERS AT 24" O.C. FASTEN RAFTERS TO LVL WITH H2.5A. NEW RIDGE. SEE PLAN. INSTALL CEILING JOISTS AS DESIRED FOR FLAT CEILING. SEE CEILING JOIST TABLES IDGE SECTION C — — — — — — — --- — — — — — — — — — i - — ------------------ i� --------til ----- - -- ---------II ------ — - -LL------------------ --- �! --- ---------------- 1 i t---- --- __------------=- --------------- — — X1 — — — — — — — — — — — — — — — — -j 31----------� l --T------ -- - 1 ----------- :..------ ,-----., _ TT II Ili ii it !i I11 19 1t 19 ti 11 1,1 !II i! 11 Iii 1i 11 III I� r;i 1I 11 _ OOF PLAN SDS SCREWS AT 12" O.C. STAGGERED. MINIMUM EDGE DISTANCE = 2" MINIMUM END DISTANCE = 2" SCREW LENGTH PER TABLE: 2 -PLY= SDS25312 3 -PLY: SDS25500 4 -PLY: SDS25600 SCREWS STAGGERED EACH FACE. LVUBEAM, SEE PLAN FOR SPECIFICATIONS. 5 MULTI—PLY FASTENING 1-1/2" 1'-0" ROOF SHEATHING. SEE SHEATHING NOTES. TRUSS TO TOP PLATE CONNECTION: H2 -5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. (2) 2X6 NO.2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. %" ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. WALL SHEATHING. SEE SHEATHING NOTES. 2X6 SPF STUDS AT 16" O.C. 2X6 NO.2 SYP PT BOTTOM PLATE. APPLY 1/2" ANCHOR BOLTS WITH 6" MIN EMBEDMENT AT EACH SIDE OF BOTTOM PLATE SPLICES. SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. TYPICAL WALL SECTION 3/4" = 1 "-0" G ROOF FRAMED WITH: • SEE SPAN TABLE ON THIS PAGE FOR RAFTER AND JOIST SIZES AND SPACING. • COMMON AND HIP RIDGE BEAMS ARE ONE NOMINAL SIZE LARGER THAN THE RAFTERS, UNLESS NOTED OTHERWISE. • SLEEPERS ARE ONE NOMINAL SIZE LARGER THAN SUPPORTED RAFTERS. • 2X LEDGERS, SAME SIZE AS ATTACHED RAFTER. SEE CONVENTIONAL FRAMING NOTES FOR FASTENING SPECIFICATIONS. CONVENTIONAL FRAMING - CEILING 10 PSF LIVE LOAD, 5 PSF DEAD LOAD 1.00 DURATION FACTOR GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x4 11'-3" 9'-10" 10'-9" 9'-3" 2x6 17'-8" 15'-6" 16'-11" 13'-11" 2x8 23"-4" 20'-5" 21'-7" 17'-7" 2x10 26'-0" 23'-11" 25-7" 20'-11" CONVENTIONAL FRAMING - ROOF 20 PSF LIVE LOAD, 10 PSF DEAD LOAD 1.25 DURATION FACTOR GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x6 14'-1" 12'-3" 13'-5" 11'-0" 2x8 18'-6" 16'-2" 17'-1" 13'-11" 2x10 23"-2" 18'-11" 20'-3" 16'-6" 2x12 26'-0" 22'-6" 23'-10" 19'-6" EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. 2 TYPICAL HEADER FRAMING DETAIL 3/4" = 1'-0" OFFICE COPY a a FRAMING NOTES AND LEGEND m TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, LINO. STUD MATERIAL: 2x No. 2 SPF, LINO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: NUMBER OF PLIES IN HEADER �(--- NUMBER OF KING STUDS (2),2x6.2:1j I L NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. # SHEARWALL LOCATION V V _/S SEE DETAILS OR FASTENERS SHEET NUMBER DETAIL NUMBER SHEAR WALL DESIGNATION PORCH/GLULAM BEAM ® 1 -STORY THREADED ROD INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE "COMPONENT AND CLADDING DESIGN PRESSURES," ON COVER SHEET. ABBREVIATIONS: ICR INTERMEDIATE CRIPPLES REQUIRED. HEADER TO CRIPPLES WITH SDWC15600 SCREWS. LVL 1.75" WIDE 2.0E TRUSJOIST ENGINEERED LUMBER. MIR MIRROR. MSR MACHINE STRESS RATED LUMBER. O.C. ON CENTER. OSB ORIENTED STRAND BOARD. SIM SIMILAR. SPF SPRUCE PINE FIR. -- SPH STRUCTURAL PANEL HEADER. SYP SOUTHERN YELLOW PINE. TYP TYPICAL. UNO UNLESS NOTED OTHERWISE. CANT CANTILEVER DOUBLE 2X12 CEILING JOIST FOR RIDGE BEAM SUPPORT, UNO. ROOF RAFTER RIDGE BEAM ------------ CEILING JOIST — - - - - — COLLAR TIE (2) 2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RAFTER TO • COLUMN WITH 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING A WITH 10d NAILS AT 3" O.C. OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. 2'-0" RAFTER REVISION BP#" s4/q- ®c z/ DATE d l 9-Y l SIGNED OFFICE COPY ROOF SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. (2) 2X4 NO. 2x4 PLATE. SEE W,.,�� SECTIONS. 3 OUTLOOKER DETAIL 3/4" = 1'-0" 00 rn w N > 0 o Ill ❑ Z H z g z O OU m w LL O C7 U w of ❑ CO wof rn o 0 0 N r LLJ F- < o 0 Z ❑ O >6 Z rF,, VNJ N N � 0 N O CV 12. � N a)(9 w< 0 Y UN U' CLU' _Q OO F- U Q p 0 U m � Z O J z O U D a Q o W w J 'Q7 LL a Z 23Q Mm W Z w W z W z Q 0 N Q m Ao i 0 U) 0 � U) OM 0) 0 `�I►IIIit� ,( \,NAY In Z Q J J a W U. WO J � H 0 U) Z 0� Q LL J J Q> V C N N � 0 N O CV � N a)(9 w< C �U' Y UN U' CLU' _Q OO ❑ U Q p Z Q J J a W U. WO J � H 0 U) Z 0� Q LL J J Q> V C N N M CO � N C w< m va C 0 7 '- 00 U ILL ILL m U N 04 U M CD J 'Q7 LL a X U m � a� m m N Q m Ao i 2.- o m> cq U) 0 � O Y N OM 0) —moi `�I►IIIit� ,( \,NAY i • O 4U Jo :m- -C7: 3 7a_ : • E F :44i� r • 1 • /F` i11P�"�°i2P1��� Sheet No. FEB 19 2020 S2,01 Building Denartmr. C+ty Cf Atlantic fie e::(7