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334 S Oceanwalk Dr RESA19-0023 Addition/Fire Damage ,j- :;'''r% RESIDENTIAL ADDITION PERMIT PERMIT NUMBER jJ '` RESA19-0023 , CITY OF ATLANTIC BEACH � ISSUED: 1/3/2020 800 SEMINOLE ROAD r�0,ti��r EXPIRES: 7/1/2020 ATLANTIC BEACH. FL 32233 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. .,. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: RESIDENTIAL ADDITION SINGLE ADDITION AND FIRE 334 S OCEANWALK DR OR TWO FAMILY RESIDENTIAL $185000.00 DAMMAGE REPAIR ADDITION TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169463 0518 OCEANWALK UNIT 02 COMPANY: ADDRESS: CITY: STATE: ZIP: OWNER: ADDRESS: CITY: STATE: . ZIP: BYRNES WILLIAM P 334 OCEANWALK DR S ATLANTIC BEACH FL 32233-4570 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS DRIVEWAY APRON INFORMATIONAL Notes: All concrete driveway aprons must be 5 inches thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the City right-of-way. 2 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. Issued Date: 1/3/2020 1 of 2 RESIDENTIAL ADDITION PERMIT PERMIT NUMBER RCITY OF ATLANTIC BEACH RESA19-0023 s-) 800 SEMINOLE ROAD ISSUED: 1/3/2020 �...� ATLANTIC BEACH. FL 32233 EXPIRES: 7/1/2020 3 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 6 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way is 20 feet. 7 PUBLIC WORKS FENCING REMOVED INFORMATIONAL Notes: All old fencing and debris must be removed from job site by Contractor. 8 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 $735.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $367.50 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 $17.29 STATE DCA SURCHARGE 455-0000-208-0600 0 $11.53 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $1,381.32 Issued Date: 1/3/2020 2 of 2 ,.S,Al.tr City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) ,, : 800 Seminole Road R E- I'C S _00Z.3 �r1 Atlantic Beach, Florida 32233-5445 l Phone(904)247-5826 • Fax(904)247-5845 Date routed: Z Q t � E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 33 4 u,.._gepartinQit review required Yes No Building Applicant: °LA) anning &Zonin ��t`\ Tree Administrator Project: �.b�—(I C7/� (-<— blit Utilities j PC M Pt Q f ( Public Safety j \ 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. I 'Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: % r Date: /2'Z.7'aC>l(G� TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denie 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 Building Permit Application OFFICE COPY Updated 10/9/18 ... City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY _ IS REQUIRED. Phone: (904) 247-5826 Email:JBuilding-Dept@coab.us PikQ Job Address: 3✓L/T Qtr/IP1W'L/` 7 , SD. Permit Number: R Cs Iik ( - OOz3 Legal Description 4o i 0 OI FA i{y/I L K IAN 1T RE# /6 cr.-140— 05-I Valuation of Work(Replacement Cost)$ /Q)5f C900 Heated/Cooled SF 1107 Non-Heated/Cooled 600 Sr • Class of Work: ❑New /p ' (Z �r A � Iid�Addition ❑Alteration BRe air DMove C�"6emo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial P?kesidential • If an existing structure,is a fire sprinkler system installed?: (=Yes ❑No • Will tree(s)be removed in association with r000sed project?❑Yes(must submit separate Tree Removal Permit) 1?‹Describe in detail the type of work to be performe& ,�F rA i R FOr1'r !D Pgr-1 /} T P W S T reg T%D/Y, 0 l i ,> 000 Spr, Z S70R Y , Florida Product Approval# for multiple products use product approval form Property Owner Information _ 7 Name w]Ll /r4 r) f', IRN-4S Address 33 41 QCT Werk, Ote` SC. City III t/9 A Tic 16-f16 1/ State PL Zip 3 2).,„3 Phone 701t 710 '727 E-Mail GRA j ry f g LE 4R J@ Com(/4T , n'E7 Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Infor tion Name of Company OW/Y!/l tf//L.L I/1i r 14111/1> Quali ing Agent ti,. 1� co L 2233 Address 33.i 0 f/{ik/l, L f; A City `r .1 N State Zip 3 Office Phone /0Y 7/0 147 3'7 Job Site Contact Number 54/1/i State Certification/Registration# E-Mail OM PY Tfl&J1+7R7 e icri0v v _ ✓'k', 7' Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer OR Exempt❑ Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS, FURNACES,BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORD G YOUR NOTICE OF COMMENCEMENT. f.s.£ Iror Agent)g ) SSignature of Contractor) • ned and sworn (o a irmed befor- me i vday of Signed and sw n to(or affirmed)before me this day of ZCD b / ISA •3 n a C / , , by TIT. u • of 11,t, ) .. ''''.., TONI GINDLESPERGQRgnatr le of Notary) _,: g• %.1 MY COMMISSION#GG 353178 my. EXPIRES:October 6,2023 [ ]Personally Known OR i!tredia +�fl� 1'PuUndenniters , • [ ]Produced Identification //__ G� z / jodu e• •entification Type of Identification: V J� ` 35—2- b-- yP. of f esti cation: ALL Owner Builder Affidavit **HIGHLI HIGHLIGHTED ON r-.-1%irj,: HIGHLIGHTED IN • .% City of Atlantic Beach Building Department GRAY IS REQUIRED. 17J 800 Seminole Rd, Atlantic Beach, FL 32233 �; 'p>./ Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: I. FLORIDA STATUTES;CHAPTER 489, FLORIDA STATUTES, PART 1"CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE,THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. . III. IRS WITHHOLDING;OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES.OWNERS BEING SUBJECT TO$5,000 PENALTY UNDER FLORIDA STATUTE NO.455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY" OR THE FLORIDA"CONTRACTORS CERTIFICATE"TO ASCERTAIN IF A PERSON ISA LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT(904- 247-5826 OR BUILDING-DEPT@COAB.US ) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. Job Address: 334/ QC&9HUUrktK (-7)R- SO, Owner Name: W/2 //fyr7 R/R'/i S Phone Number: 72'/- 7/0-- 4{737 Mailing Address: 3311 (j4//41/4 {/c" S' City:472 /77 etc-1'k./ State: f -L Zip: 3 22 33 Notarized Signature of Own• / iii. Th- e=+ i strume t was acknowledged b-'ore me this ZC_day +f� v , I C , in the State of Florida, County of - r`• C J Signature of Notary Public it [ ] Personally Known OR [ ] Produced Identification Type of Identification: 13 C Z --9 -� - 2 C'—3 8S-6 ';js.Y?cig ;• TONI GINDLESPERGER Updated 10/24/18 ,a, ;t; MY COMMISSION#GG 353178 !%-ice`-b`= EXPIRES:October 6,2023 '"'Fo-;ity Bonded TMu Notary Pubic Underwi(era rtill,Akrie, .° ��' CITY OF ATLANTIC BEACH SA J 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 (904) 247-5800 'mac 1111P BUILDING REVIEW COMMENTS Date: 12/26/2019 Permit#: RESA19-0023 Site Address: 334 S OCEANWALK DR Review Status: Denied RE#: 169463 0518 Applicant: Property Owner: BYRNES WILLIAM P Email: Email: GRAINTABLEART@COMCAST.NET Phone: Phone: 9047104737 J 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: 1. The product approval number FL8208 R3 does not exist in the DBPR Product Approval Website. Submit the correct number for the PGT 2 Panel SGD. 2. 2 places on each Energy Efficiency Code document need to be signed and dated by owner/agent/builder. 3. Submit 2 copies of the Evaluation Report for the spray foam insulation used in attics. 4. Submit the ICC-ES Evaluation Reports for the James Hardie Building Products, siding and soffits, for this project. 2 copies each. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@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 revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. LL Revision Request/Correction to Comments **HIGHLIGINFORMATIONEDIN HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 J c -� Y Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: NIESA 1 1 - z3 ❑ Revision to Issued Permit OR ❑ Corrections to Comments Date: 4641_9. Project Address: 33z( £C 4- 7 2, /K Contractor/Contact Name: W/L( /i117Y1 r (0a)//r . Contact Phone: (7/0 WO 9737 Email: 6:6N/ T'/fe--'77/77< Description of Proposed Revision/Corrections: ct\J€ 0 E G ( K E.TS k ©p Pp 2 e)vcL-. t ( c� n._)e Cop affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ❑No ❑ Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? ❑No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ s • 00 Revision/Plan Review Comments S S iOc//d CC vv f'iT t 41- 124 ti 4/_ Department Review Required: n\a. FT n`g&Zoning Reviewed By Tree Administrator Public Works Public Utilities / — 2^7c 2-C.) Public Safety Date Fire Services Updated 10/17/18 OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2): t (l d 7 Non-Habitable Space (ft2): 6 Lie> 50,. raS -p LAND INFORMATION: Zoning District: L Flood Zone: 4.(= , a pc nnva I act of-e- c/ood 'Tit ait tray_ Minimum FFE: t~>ci S.1—/ Sio to BUILDING INFORMATION: Construction Type: V 1 Occupancy Group: S./73/e -ark-4 IC�S;»'t• Number of stories: Max. Occupancy Load: Fire Sprinklers Required: CONDITIONS/COMMENTS: OFFICE COPY **ALL INFORMATION Owner Builder Affidavit HIGHLIGHTED IN .�,, City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 ! ) /(� Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:/2L S17`7 '06-1713 I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/ BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. . III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT(904- 247-5826 OR BUILDING-DEPT@COAB.US ) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT.C Job Address: 3 3 / Oa-/p4 lvni txL 77IZ- .SO Owner Name: WILL/711m ( exRviS Phone Number: 7Oy- 7/0- '7'737 Mailing Address: 331- OCEA - - S- city:/ TI TX /2.)-F .' State: /CZip: 3 2z 33 Notarized Signature of Owne // /F Tha Qing instrument was acknowledged b-'ore me this alday of"...71111111 J )_. I Cin the State of Florida, County ofd' I--.._..k.) GL lJ t` � ad . Signature of Notary Public v [ I Personally Known OR [ I Produced Identification ' Type of Identification: 13 CeS L -9 �� "-2,lp" 8j S"6 ,?:P TONI GINDLESPERGER Updated 10/24/18 `fMY COMMISSION#GG 353178 �1.. -' EXPIRES:October 6,2023 �'FOF;°a' Bonded TNv Notary Public Underwriters ,.r \�V s• 5 * 10i1 yz ti c' 1 \901,7 OFFICE COPY IA 1J DURABLE POWER OF ATTORNEY By this DURABLE POWER OF ATTORNEY, I William P. Byrnes (as Principal) appoint Kevin J. Byrnes as my primary Agent(attorney-in-fact). This power of attorney is not affected by my subsequent incapacity except as provided by Chapter 709, Florida Statutes,and shall be effective from this date. All acts done by my attorney pursuant to this power shall bind me, my heirs, devisees, and personal representatives. This power of attorney is nondelegable. I give my Agent authority to act for me in any lawful way with respect to the following subjects: (A) Real property transactions. To lease, sell, mortgage, purchase, exchange, and acquire, and to agree, bargain, and contract for the lease, sale, purchase, exchange, and acquisition of, and to accept, take, receive, and possess any interest in real property whatsoever, on such terms and conditions,and under such covenants,as my Agent shall deem proper; and to maintain,repair,tear down, alter, rebuild, improve manage, insure, move, rent, lease, sell, convey. subject to liens, mortgages, and security deeds, and in any way or manner deal with all or any part of any interest in real property whatsoever, including specifically, but without limitation, real property lying and being situated in the State of Florida, under such terms and conditions, and under such covenants, as my Agent shall deem proper and may for all deferred payments accept purchase money notes payable to me and secured by mortgages or deeds to secure debt,and may from time to time collect and cancel any of said notes, mortgages,security interests, or deeds to secure debt. (B) Tangible personal property transactions. To lease, sell,mortgage,purchaseexchange,and acquire,and to agree,bargain, and contract for the lease,sale,purchase,exchange,and acquisition of, and to accept, take, receive, and possess any personal property whatsoever, tangible or • intangible, or interest thereto, on such terms and conditions, and under such covenants, as my Agent shall deem proper; and to maintain, repair, improve, manage, insure, rent, lease, sell, convey, subject liens or mortgages, or take any other security interest in said property which arc recognized under the Uniform Commercial Code as adopted at the time under the laws of the State of Florida or any applicable state, or otherwise hypothecate (pledge), and in any way or manner deal with all or any part of any real or personal property whatsoever,tangible or intangible,or any interest therein, that I own at the time of execution or may thereafter acquire, under such terms and conditions, and under such covenants, as my Agent shall deem proper. (C) Stock and bond transactions. To purchase, sell, exchange, surrender, assign, redeem, vote at any meeting, or otherwise transfer any and all shares of stock, bonds, or other securities in any business,association,corporation,partnership,or other legal entity,whether private or public,now or hereafter belonging to me. (D)Commodity and option transactions.To organize or continue and conduct any business with term includes, without limitation, any farming, manufacturing, service, mining, retailing or other type of business operation in any form, whether as proprietorship, joint, venture, partnership, corporation, trust or other legal entity; operate, buy, sell, expand, contract, terminate or liquidate any business;direct,control, supervise,manage or participate in the operation of any business and engage, compensate and discharge business managers, employees, agents, attorneys, accountants and consultants; and, in general. exercise all powers with respect to business interests and operations which the principal could if present and under no disability. (E) Banking and other financial institution transactions. To make. receive, sign, endorse, execute,acknowledge,deliver and possess checks,drafts,bills of exchange,letters of credit.notes, stockcertificates,withdrawal receipts and deposits instruments relating to account or deposits in, or certificates of deposit of banks, saving and loans. credit unions, or other institutions or associations. To pay all sums of money, at any time or times,that may hereafter be owing by me upon any account, bill of exchange. check, draft, purchase, contract. note, or trade acceptance made.executed,endorsed,accepted,and delivered by me or for me in my name,by my Agent.To borrow from time to time such sums of money as my Agent may deem proper or execute promissory notes, security deeds or agreements, financing statements, or other security instruments in such form as the lender may request and renew said notes and security instruments from time to time in whole or in part.To have free access at any time or times to any safe deposit box or vault to which I might have access. (F)Business operating transactions.To conduct,engage in,and otherwise transact the affairs of any and all lawful business ventures of whatever nature or kind that I may now or hereafter be involved in. (G) Insurance and annuity transactions. To exercise or perform any act, power,duty,right,or obligation, in regard to any contract of life, accident, health, disability, liability, or other type of insurance or any combination of insurance;and to procure new or additional contracts of insurance for me and to designate the beneficiary of same; provided, however, that my Agent cannot designate himself or herself as beneficiary of any such insurance contracts. (H) Estate, trust, and other beneficiary transactions. To accept, receipt for, exercise, release, reject.renounce,assign, disclaim,demand,sue for,claim and recover any legacy,bequest,devise. gift or other property interest or payment due or payable to or for the principal; assert any interest in and exercise any power over any trust, estate or property subject to fiduciary control; establish a revocable trust solely for the benefit of the principal that terminates at the death of the principal and is then distributable to the legal representative of the estate of the principal; and, in general, exercise all powers with respect to estates and trusts which the principal could exercise if-present and under no disability; provided, however, that the Agent may not make or change a will and may not revoke or amend a trust revocable or amendable by the principal or require the trustee of any trust the benefit of the principal to pay income or principal to the Agent unless specific authority to that end is given. (I) Claims and litigation. To commence, prosecute, discontinue, or defend all actions or other legal proceedings touching my property. real or personal, or any part thereof, or touching any matter in which I or my property,real or personal, may be in any way concerned. To defend,settle, adjust, make allowances, compound, submit to arbitration, and compromise all accounts, reckonings, claims, and demands whatsoever that now are, or hereafter shall be,pending between me and any person, firm, corporation, or other legal entity, in such manner and in all respects as my Agent shall deem proper. (J) Personal and family maintenance.To hire accountants, attorneys at law, consultants,clerks, hysicians. nurses, agents, servants, workmen, and others and to remove them, and to appoint 2 /0/00,41 others in their place, and to pay and allow the persons so employed such salaries, wages, or other remunerations, as my Agent shall deem proper. (K)Benefits from Social Security,Medicare,Medicaid,or other governmental programs,or military service. To prepare, sign and file any claim or application for Social Security, unemployment or military service benefits; sue for, settle or abandon any claims to any benefit or assistance under any federal, state, local or foreign statute or regulation; control, deposit to any account, collect, receipt for, and take title to and hold all benefits under any Social Security, unemployment,military service or other state, federal, local or foreign statute or regulation; and, in general, exercise all powers with respect to Social Security, unemployment, military service, and governmental benefits, including but not limited to Medicare and Medicaid, which the principal could exercise if present and under no disability. (L)Retirement plan transactions.To contribute to,withdraw from and deposit funds in any type of retirement plan (which term includes, without limitation, any tax qualified or nonqualified pension, profit sharing, stock bonus, employee savings and other retirement plan, individual retirement account, deferred compensation plan and any other type of employee benefit plan); select and change payment options for the principal under any retirement plan; make rollover contributions from any retirement plan to other retirement plans or individual retirement account; exercise all investment powers available under any type of self-directed retirement plan; and, in general,exercise all powers with respect to retirement plans and retirement plan account balances which the principal could if present and under no disability. (M) Tax matters. To prepare, to make elections, to execute and to file all tax, social security, unemployment insurance, and informational returns required by laws of the United States, or of any state or subdivision thereof, or of any foreign government; to prepare,to execute, and to file all other papers and instruments which the Agent shall think to be desirable or necessary for safeguarding of me against excess or illegal taxation or against penalties imposed for claimed violation of any law or other governmental regulation;and to pay,to compromise, or to contest or to apply for refunds in connection with any taxes or assessments for which I am or may be liable. THIS INSTRUMENT is executed by me in the State of Florida, but it is my intention this power of attorney shall be exercisable in any other state or jurisdiction where I may have property or interests in property. I am fully informed as to all the contents of this form and understand the full importance of this grant of powers to my Agent. I agree that any third party who receives a copy of the document may act under it. Revocation of the power of attorney is not effective as to a third party until the third party learns of the revocation. I agree to indemnify the third party of any claims that arise against the third party because of reliance on this power of attorney. This power of attorney is effective immediately and will continue until it is revoked. This power of attorney shall be construed as a general durable power of attorney and shall continue to be effective even if I become disabled,incapacitated, or incompetent. 3 Signed this I-( day of (, ,11) . 2018. Wi liam P. By es STATEMENT OF WITNESS On the date written above,the Principal declared to us in our presence this instrument is his general durable power of attorney,he willingly signed,and he executed it as his free and voluntary act for the purposes therein expressed. ' i/ A Cloe Angilello Craig Johnson 302 3`d St. Ste 2 302 3rd St. Ste 2 Neptune Beach. FL 32266 Neptune Beach, FL 32266 STATE OF FLORIDA COUNTY OF DUVAL rI�l, This document was acknowledged before me on this day of I 'i)C'. , 2018, by the Principal and Witnesses, who are either personally known to me or produced a valid identification. I..;•,fir"'• COURTNEY WAITERS i 1 ` MY COMMISSION P FF22..75. i ; ti I' I • ' "'? EXPIRES April 27.2019 1 . is ,. � I �� ,I C•53 rwtaallo;aI - yS6rAce.con• _ NOTARY PUBLIC- STATE OF FL Printed or Stamped Name 01-mrr City of Atlantic Beach APPLICATION NUMBER is �j Building Department (To be assigned by the Building Department.) J w, 800 Seminole Road I� � t\S /�``,, r/r Atlantic Beach, Florida 32233-5445 `'� vv�� Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: Z.Z.O ir 41111 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3.3 4 OcEpsm(oA LK U,...pa t review required Yes No `Building Applicant: 0C.A.) K. E V. arming &Zonin Tree Administrator Project: `\1�P\`TIOi t�C--. ....!A. Public Utilities` Pc0A Pk- RE-j-,-Ppc(12— 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. I INot applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Date: 1 —14>i cit Reviewed b : 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 ,rSvLy% TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY i `' ri�f City of Atlantic Beach PERMIT# 15 ?) Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 £11319'' (P) 904-247-5800 SITE INFORMATION ADDRESS 3? 7 0 c N t t LDJ; . co. SUBDIVISION OCC WIC-'--/( 1,0-0 / /7t BLOCK LOT b RE# 41'1 6 3 - O'5 / RESIDENTIAL o COMMERCIAL ❑ OTHER APPLICANT INFORMATION �J NAME 1/V/4.L I/1- /'rl ( /,�Y, iYp c PHONE# ADDRESS 33 if OCt4.M evil-L/ ()/e • .SCJ CELL# qPy— 7/a—2/73 7 CITY //TLI /VV TIC-- &IC/7Z STATE i(._ ZIP CODE 3Z2 33 EMAIL G'ItA//-/ 7-79/3 Z f -re (O/'VLC/T ST, / i7 D—NER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HE' • :V -• IF - AT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent / Aft if/ +1111,..— W« /miry' f /3YR,it/ 1 /.2 26 / SIGNAT RE 4` APPLI ‘' PRINT OR TYPE NAME DAT SIGNATURE OF APPLICANT(2) INT OR TYPE NAME DATE Signed and sworn before me on this 7 ( flay of _l cc '2019 by State of County of - AM C' Identification verified: Cr-- Oath Sworn: ❑ Yes ❑ No TONT GINDLESPER ` .- MYCOMMISSION#GG ,r ,ry,ignature 4 • _-,.:i EXPIRES:October 6, i 4( '�'•�•oF►M1o,�'' Bonded Thu Nota Pubic Undone*** mission expires 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 (p...tvb. City of Atlantic Beach APPLICATION NUMBER t \ Building Department (To be assigned by the Building Department.) r '' � 800 Seminole Road l� � j.F r, Atlantic Beach, Florida 32233-5445 � 70- ��Phone(904)247-5826 Fax(904)247-5845�� Email: building dept@coab.usDateroutedI �" City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 33 4 0CE�w wfl LK 1 . gpattinent review required Yes No Building Applicant: Ow �C z- - anning &Zonin• Tree Administrator Project: 1`\L�b\`TI o ) l i k -. 1 • ks i Public Utilities II rn G ReP f 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: [pproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING play -bo large 40 (ate- cke, PLANNING &ZONING Reviewed 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 DEC 2 3 2019 Oceiut meg g4 iLl! If— 049.2- - g___A /4k/i '0( 1111 12 .3" 4 v_4,z _ Akbe. K .24-7 031 . S2 0,4 z•-• icits .. 4Zzli 41/ /Jk'4/ ?z (eivka ce 9 ) -Yezi,/ 6)44/ Az1 'fiv 046417 0/144 1b ari 140:1 z 3.4 1! kovil Wati oZst.64 VZb( sOW417 /1717 44; i ir = 1-k" Woe Ti 11.- - 41.k1_0-if -} ji REVOCABLE ENCROACHMENT AGREEMENT **ALL INFORMATION Lk City of Atlantic Beach t. .r HIGHLIGHTED IN GRAY IS REQUIRED. 800 Seminole Road,Atlantic Beach, FL 32233 �r��r REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach, Florida, a municipal corporation organized and existing under the laws the State of Florida, hereinafter referred to as "CITY"and v2t ( c,,trYN, f•--(-N Q) of Atlantic Beach, Florida, hereinafter referredto as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. � I 1\^l04; e This work is generally described as r e_p d,,p • TLC-Q C�.4.A1 cL .e - c{Z- c V ec,J o� . e . Any facility maintained, repaired, erected, and/or installed in the exercise of thrivilege granted remains subjoto relocation or removal on thirty(30)days' notice by CITY to USER,said notice to USER shall b Iven b certified mail,return receipt requested,to the following address 33om' -r4 0 CLA L< t3 N • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach Public Works Department, for said change within 30 days after the day of completion. • This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of easements, public right-of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. (-/ ,?; Date /2/947/9om Pr• -•: 6. , n-, A:ent(signed in presence of Notary Public) STATE OF FLIRIDA, COUNTY OF DUVAL ` �� The foregoing instrument was acknowledged this Z�'day of LT� L () , 20 t , by L L l 4 g rt1 2=-- ,,who personally appeared before me and (pri ted name of Signer) ackno I-.ged th skr- signed the instrument voluntarily for the purpose expressed in it. �� _ _ Department Approval: Signature of Notary Public,State ofFlorida : �. ,' TONI GINDLESPERGER .. 4. - MY COMMISSION 6 GG 353178 [ ] Personally Known .: ; :•i _ , !/.�/'i _ '�•�1�.roi: EXPIRES:Ocbber6,2023 "' . [ ] Produced Identification(Type) - '•'.?; o?•• aandeertn ,p ,s ' ott Williams, Public Works Director /2- 1) /41 H:\Applications&Forms\Word&Excel Document Originals\20180831 Revocable Encroachment Agreement.docx Revision Date:8/31/18 / " 1. RIGHT-OF-WAY/ EASEMENT PERMIT APPLICATION **ALL INFORMATION It, , City of Atlantic Beach HIGHLIGHTED IN GRAY IS 800 Seminole Road,Atlantic Beach, FL 32233 REQUIRED. ,[ PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address 3 3 t[ wy t4OX - SO• Permit Number R esA tc002,3 Contractor Information / Company Ot.(//� //L tLL// f 6x Qualifying Agent Address33/ Dcrvp-cG(/itte Da. ST Citj7Z '1/7L' 110,1074- State f -• Zip 5 22 Phone 70 if 7/ X737 Email State Certification/Registration# • Architect Phone Email Engineer Phone Email Workers Compensation Insurer OR Exempt E Expiration Date • Permittee declares that prior to filing this application they have ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. • Whenever necessary for the construction, repair, improvement, maintenance,safe and efficient operation,alteration or relocation of all,or any portion of said street or easement as determined by the Public Works Director,any or all said poles, wires, pipes,cables or other facilities and appurtenances authorized hereunder,shall be immediately removed from said street or easement or reset or relocated hereon as required by the Public Works Director and at the expense of the Permittee unless reimbursement is authorized. • All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of (Project Superintendent) with(Company Name) Phone • All materials and equipment shall be subject to inspection by the Public Works Director. • All city property shall be restored to its original condition as far as practical,in keeping with City specifications and the manner satisfactory to the City. • A sketch of plans covering details of this installation,as well as a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the City right-of-way are to be included with this application. • The permittee shall commence actual construction in good faith within days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Public Works Director to make sure no changes have occurred in the area that would affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder,and the holder will,at all times,assume all risk of and indemnify,defend and save harmless the City of Atlantic Beach from and against any and all loss,damage and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. • T - Publi orks Director shall be notified 24 hours prior to starting work and again immediately u on ompletio . // , / y • Date I 6- Z 0 I Ci PLI"i •e( :ned in a ence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL � � The foregoing instr ment was ack ledged this day of L (.L ,20 C i , by t. �Q g r•A i . .. .- . �•• '•�; .II a..earedLFSPERGER before me and (printed name of Permittee) TONIGIND ackn.'w dged.h: s e signed he instrument voluntarily for the purpose expressed ;jC. , '_= MYCOMMISSION#C0 35317$ i____ --X. ',r.: opP� EXPIRES:October 8,,, Bonded Thru Notary Public unr;, de ndetwrkets itl� i [ ] Personally Known Il Signature of Notary Public,State of Flo •.. [ ] Produced Identification(Type) vr H:\Applications&Forms\Word&Excel Document Originals\201801001 Right-of-Way Easement Permit Application.docx Revision Date:10/1/18 rs.m. , City of Atlantic Beach APPLICATION NUMBER js 4 Building Department (To be assigned by the Building Department.) _ 800 Seminole Road E-SR ``,, ,j..,, r� Atlantic Beach, Flo3 rida 32233-5445 I� �S`'T (• w� Phone(904)247-5826• Fax(904)247-5845 I cS E-mail: building dept@coab.us Date routed: 1 z" z O L City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 33 4 OcERm GOA c_t< U� p ent review required Yes No lBuilding Applicant: OWN -C- E-- anning &Zonin Tree Administrator Project: \`\1��1�T1 C")/� 1`_ (2C A A . ks _ ublic Utilities Re-R pc-f 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 ��_ G Reviewed by ate: 7-4—/5' 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 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 Backflow be provided or if there is a private well on the property. Backflow preventer ❑ ❑ 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 Meter must be tested by a certified tester and a copy of the results sent to Public Utilities. Fire Backflowrnkler 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 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. ❑ ❑ Utility All water& sewer utility connections must be inspected prior to cover up. Inspections Please call the inspection line at 247-5814 to schedule inspections 24 hours in 0 0 advance. System All fees must be paid for water & sewer connections before meters will be set. Development Please call the finance department customer service line 247-5816 to 0 0 Fees coordinate payment of fees. 0 0 ii-,.. PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: 33 °cf.-A/V (4164K A 11/E _C it Permit#: &-S /9' ., C,c,a,3 *Owner/Project Name: IS 'R/YcS R .S/I) E NCE A DP / 1-/O/U . 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 //2F/ ')// 7 A q F,k , Il Q c ►‹ fz 2 c 7O,/7 1.Swinging . 2.Sliding PG-7 e PA 4C L r1, wAvorL .? 3.Sectional Ft- d- I I7 1 • 1 4. Garage Roll-Up I 5. Automatic 6. Other B.WINDOWS 1. Single hung 1 1 Vltlh)_ wiNDDk.) Pi/ 0207, Ir 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 1 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 4 OFFICE COPY Category/Subcategory Manufacturer Product Description Limitation of Use Stat# Local# C. PANEL WALL 1.Siding f"},4/.D L/i? r-L3 1 2.Soffits IiF R b / cd ft/ I FL- %3? 6.5- 3. EIFS 4.Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10.Synthetic stucco 11. Other D. ROOFING PRODUCTS 1.Asphalt shingles OWf/',S C=ORNoc_ NiPA:7?oiy /+/G9 (4)Ipm ,PL JOIZ 'j 2. Underlayments 0 l i/ F-NS C f IMG- R H 1 NO R.O r- PL 152,16 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 T 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 OFFICE COPY 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 /3-/'} 5 connector/anchor S /41 1'S ON STR tt- %/1, 5 i>Svc_ ` s6/Z,WS pLAHS 2.Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11.Wall 12.Sheds 13. Other G.SKYLIGHTS 1.Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 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. *Contractor Name (Print Namet(OON R 011/C/1 ,71 f 4./X-09 S*Contractor Signature: 0 ,—t *Company Name: *Mailing Address: 3i C/GMI/v ,4L/< DR. "G.. *City:/1T// /..t1 `7c. g e•hi *State: /2 . *Zip Code: 3 3 *Telephone Number: ?qv 7/0 7 7 *E-mail Address: CR/9/0'/77182 E /4f7-- -") c-b#1? J /97 , /S/4 7 Cell Phone Number: 901 Po 47 3 7 Fax Number: Page 4 of 4 Updated 10/17/18 ES ;11?vici ICC-ES Evaluation Report OFFICE �Opv ESR-2298 �" 1 Reissued May 2019 Revised November 21, 2019 This report is subject to renewal May 2020. www.icc-es.orq I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE over ELASTOSPRAY 81255,81285 or 81305 spray-applied PROTECTION polyurethane foam plastic insulations. Section: 07 57 00—Coated Foam Roofing BASF Corporation SKYTITE®Series coated foam plastic REPORT HOLDER: roof coverings consist of liquid-applied coatings over SKYTITE® 2.5, SKYTITE® 2.8 or SKYTITE® 3.0 spray- BASF CORPORATION applied polyurethane foam plastic insulations. 3.2 Spray Polyurethane Foam Plastic Insulation: EVALUATION SUBJECT: 3.2.1 General: BASF Corporation FE348-2.5, FE348-2.8 BASF CORPORATION COATED FOAM PLASTIC ROOF and FE348-3.0, ELASTOSPRAY 81255, 81285 and 81305 and SKYTITE®2.5, SKYTITE®2.8 and SKYTITE®3.0 are COVERINGS: FE348®SERIES, ELASTOSPRAY®81000 SERIES AND SKYTITE®SERIES two-component, spray-applied, foam plastic insulations complying with ASTM C1029–Type III, and are produced in ADDITIONAL LISTEES: densities of 2.5, 2.8 and 3.0 pcf (40.0, 44.8 and 48.0 kg/m3), respectively. The foam plastic ingredients GAF (Component A and Component B) are available in 55-gallon(208 L)drums and have a shelf life of nine months 1.0 EVALUATION SCOPE for Component A and three months for Component B when stored at temperatures between 50°F and 80°F (10°C and Compliance with the following codes: 26.7°C). • 2018, 2015, 2012 and 2009 International Building Code® 3.2.2 Surface-burning Characteristics:The foam plastic (IBC) insulations have a flame-spread rating of 75 or less when • 2013 Abu Dhabi International Building Code(ADIBC)t tested in accordance with ASTM E84 or UL 723 at a maximum thickness of 2.0 inches(51 mm). *The ADIBC is based on the 2009 IBC.2009 IBC code sections referenced in this report are the same sections in the ADIBC. 3.3 Coatings: Properties evaluated: 3.3.1 General: The coatings recognized in this report for • Physical properties use in the BASF Corporation roofing systems are GAF Diathon® roof coating and BASF FECoat 1000 acrylic roof • Fire classification coating. • Wind resistance 3.3.2 GAF Diathon®Roof Coating(alternatively named • Impact resistance United CoatingsTm Diathon® Roof Coating): Diathon® • Elimination of thermal barrier(roofing) coating is a single-component, liquid-applied, 100 percent acrylic elastomeric coating, produced by GAF. It is supplied 2.0 USES in 5-gallon(19 L)pails and 55-gallon(208 L)drums and has The coated foam plastic roof coverings described in this a shelf life of 24 months when stored at temperatures report are used in construction of classified roof assemblies, between 50°F and 80°F (10°C and 26.7°C). The Diathon® as noted in Tables 1 and 2. The roof covering systems coating complies with ASTM D6083. recognized in this report may be used on buildings of any 3.3.3 BASF FECoat 1000 Acrylic Roof Coating: BASF type of construction. FECoat 1000 coating is a single-component, liquid-applied, 3.0 DESCRIPTION 100 percent acrylic elastomeric coating. It is supplied in 5-gallon (19 L)pails and 55-gallon(208 L)drums and has a 3.1 General: shelf life of 24 months when stored at temperatures between BASF Corporation FE348®Series coated foam plastic roof 50°F and 80°F(10°C and 26.7°C).The BASF FECoat 1000 coverings consist of liquid-applied coatings over FE348-2.5, coating complies with ASTM D6083. FE348-2.8 or FE348-3.0 spray-applied polyurethane foam 3.3.4 Polyglass USA, LLC PolyBrite 70 Acrylic Roof plastic insulations. Coating: PolyBrite 70 is a 100 percent acrylic elastomeric BASF Corporation ELASTOSPRAY®81000 Series coated coating complying with ASTM D6083 and is recognized in foam plastic roof coverings consist of liquid-applied coatings ESR-4038. The coating is supplied in 4.75-gallon (18 L) ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed �� as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service,LLC,express or implied,as Mt to any finding or other matter in this report,or as to any product covered by the report. Copyright©2019 ICC Evaluation Service,LLC.All rights reserved. Page 1 of 5 ESR-2298 I Most Widely Accepted and Trusted Page 2 of 5 pails and has a shelf life of eighteen months when stored in 4.4 Foam Plastic Insulation Application: factory-sealed containers at temperatures no less than 35°F The polyurethane foam plastic insulations described in (1.8°C)and no greater than 120°F(49°C). Section 3.2 are applied at a 1:1 ratio by volume of 3.3.5 Polyglass USA,LLC PolyBrite 71-HS Acrylic Roof the A and B components to one of the substrates described Coating: PolyBrite 71-HS is a 100 percent acrylic in Section 4.2, using foam-spraying equipment elastomeric coating that complies with ASTM D6083 and is and processing parameters recommended by BASF recognized in ESR-4038. The coating is supplied in Corporation. Application of the foam plastic insulation must 4.75-gallon (18.0 L) pails, 50-gallon (189.3 L) drums and be performed when the following conditions are met: 275 gallon (1,041 L) totes, and has a shelf life of • Substrate temperature is at least 50°F(10°C); 18 months when stored in factory-sealed containers at temperatures no less than 35°F(1.8°C)and no greater than • Ambient temperature is at least 50°F (10°C); 120°F(49°C). • Relative Humidity is below 85% RH; 3.3.6 KM Coatings Manufacturing KM Acryl 15: KM • Dew point is more than 5°F (2.8°C) above or below the Acryl 15 is a 100 percent acrylic elastomeric coating ambient temperature; complying with ASTM D6083 and is recognized in ESR-4038.The coating is supplied in 5-gallon(18.9 L)pails, ■ Wind speed is equal to or less than 15 miles per hour 55-gallon(208 L)drums,and 220-gallon(832.8 L)totes,and (24.1 km/h). Wind barriers are needed when the wind has a shelf life of eighteen months when stored in factory- speed is greater than 15 miles per hour(24.1 km/h). sealed containers at temperatures no less than 35°F(1.8°C) When conditions are outside the parameters noted above, and no greater than 120°F(49°C). consult BASF Corporation for additional guidance prior to 3.3.7 KM Coatings Manufacturing KM Acryl 40 HS: KM installation. Acryl 40 HS is a 100 percent acrylic elastomeric coating that The foam plastic insulation must not be applied to wet complies with ASTM D6083 and is recognized in or damp substrates, or when dew, condensation, ESR 4038.The coating is supplied in 5-gallon(18.9 L)pails, precipitation, or freezing temperatures are expected prior to 55-gallon(208 L)drums,and 220-gallon(832.8 L)totes,and completion of the foam and coating application. has a shelf life of 18 months when stored in factory-sealed containers at temperatures no less than 35°F (1.8°C) and Foam plastic is applied in maximum 2-inch-thick(51 mm) no greater than 120°F(49°C). passes,to reach the desired thickness as noted in Tables 1 3.4 Impact and Foot Traffic Resistance: and 2. The total finished thickness must be achieved within the same day. The finished surface of the foam must be The coated foam plastic roof coverings described in this smooth and free of voids, pinholes and crevices. report comply with the Resistance to Foot Traffic Test in Section 4.6 of FM 4470. 4.5 Application of Coating: 4.0 INSTALLATION The foam plastic insulation surface must be dry and free of all damaged foam, dirt and foreign material before 4.1 Preparation of Substrates: application of the coating. If the insulation surface is The substrates to be covered must be free of all grease, oil, damaged to the point where cracks, voids or large loose particles, moisture,and other foreign materials.Areas depressions appear,additional insulation must be applied to not receiving a foam plastic insulation application must be create a satisfactory surface. After the insulation has masked off or otherwise protected from overspray. The developed sufficient strength to support foot traffic, but application of primers, when used, must be in accordance within 72 hours,the coating must be brush-,roller-,or spray- with the spray foam roofing manufacturer's installation applied at the application rates noted in Table 1. instructions. The ambient temperature must be at least 50°F (10°C) during coating application, and above 32°F(0°C)for the 24- 4.2 Roof Deck Substrates: hour period after application. The coating must not be 4.2.1 Combustible Substrates: Combustible substrates applied when dew, condensation, precipitation or freezing must be minimum 15/32-inch-thick (11.9 mm), code- temperatures are anticipated prior to completion of the complying, exterior-grade or Exposure 1 plywood (US DOC coating application. The application of primers, when used, PS1). All plywood edges must be supported in accordance must be in accordance with the spray foam roofing with the requirements set forth in IBC Section 2603.4.1.5. manufacturer's installation instructions. 4.2.2 Noncombustible Substrates: 4.6 Thermal Barrier: 4.2.2.1 Cementitious Substrates: Structural concrete The classified roof assemblies noted in Tables 1 and 2, substrates must have a minimum compressive strength of containing BASF Corporation FE348-2.5, FE348-2.8 and 2500 psi (17,237 kPa). Cementitious decks must be FE348-3.0, ELASTOSPRAY 81255, 81285 and 81305 and thoroughly cured and must be subjected to specialized SKYTITE® 2.5, SKYTITE® 2.8 and SKYTITE® 3.0 foam treatment, such as wire brushing or commercial plastic insulation are recognized for use without a thermal sandblasting, or must be chemically cleaned to ensure barrier based on testing in accordance with UL 1256,as set adequate bonding. forth in IBC Section 2603.4.1.5. 4.2.2.2 Metal Substrates: Minimum No. 22 gage 4.7 Fire Classification: galvanized steel [0.030 inch (0.76 mm)] deck. Metal decks 4.7.1 New Construction: Roof covering systems, as must be cleaned of any adhesion inhibitors,and gaps in end noted in Tables 1 and 2, when installed in accordance with or sidelaps must be sealed with an approved sealant. this report, are Class A, Class B or Class C roof coverings 4.3 Roof Slope: in accordance with ASTM E108 or UL 790. The polyurethane foam plastic insulation must be spray- 4.7.2 Reroofing:Prior to installation of new roof coverings, applied to form roof slopes that have a minimum slope of inspection in accordance with 2018 and 2015 IBC Section 1/4:12(2 percent)and a maximum roof slope as specified in 1511 or 2012, 2009 and 2006 IBC Section 1510, and Tables 1 and 2. approval from the code official having jurisdiction, are ESR-2298 I Most Widely Accepted and Trusted Page 3 of 5 required. Installation must be over uninsulated systems 6.3 Reports of resistance to foot traffic testing in only. accordance with Section 4.6 of FM 4470. 4.8 Wind Resistance: 6.4 Reports of tests in accordance with ASTM E108 The allowable wind uplift pressures for the coated foam (UL 790). plastic roof coverings are noted in Table 3. 6.5 Reports of tests in accordance with ASTM E84 5.0 CONDITIONS OF USE (UL 723) The BASF Corporation FE348® Series, ELASTOSPRAY® 6.6 Reports of tests in accordance with UL 1256. 81000 Series and SKYTITE®Series coated foam plastic roof 7.0 IDENTIFICATION coverings described in this report comply with, or are 7.1 Each container of polyurethane foam plastic suitable alternatives to what is specified in, the code insulation bears a label with the BASF Corporation, indicated in Section 1.0 of this report,subject to the following name and address; the product name (FE348® conditions: or ELASTOSPRAY® 81000 or SKYTITE®); the 5.1 Installation and application of the coated foam plastic component type [A (FE800A or ELASTOSPRAY roof coverings must comply with the code, the report 8000A or SKYTITE 8000A and/or Isocyanate) or B holder's published installation instructions, and this (FE348 or ELASTOSPRAY 81000 or SKYTITE and/or report. If there are any conflicts between the report Resin)]; the density (Component B only); the flame- holder's installation instructions and this report, this spread index; the evaluation report number report governs. (ESR-2298),the shelf life;and the date of manufacture. 5.2 The spray-applied foam roofing insulation must be Each container of Diathon® acrylic roof coating is applied by installers trained or approved by BASF labeled with the GAF name, the product name Corporation or trained by the Spray Polyurethane (Diathon®), the date of manufacture,the shelf life, and Foam Alliance. the evaluation report number(ESR-2298). 5.3 Where moderate or heavy foot traffic occurs for Each container of FECoat 1000 acrylic roof coating maintenance of equipment, or is otherwise necessary, is labeled with the BASF Corporation, name; the the roof covering must be adequately protected to product name(FECoat 1000);the date of manufacture; prevent damage or wearing of the surface. the shelf life; and the evaluation report number(ESR- 5.4 Foam plastic insulation must be separated from the 2298). interior of the building by an approved thermal barrier Each container of PolyBrite acrylic roof coating is in accordance with IBC Section 2603.4, except as labeled with the Polyglass U.S.A., Inc. name; the noted in Section 4.6. product name(PolyBrite 70, PolyBrite 71-HS);the date 5.5 The allowable wind uplift pressures listed in Table 3 are of manufacture;the shelf life;and the evaluation report for the roof covering only. The deck and supporting number(ESR 4038). structure to which the roof covering is attached must Each container of KM Acryl Elastomeric Roof be designed to withstand the applicable wind Coatings is labeled with the KM Coatings pressures determined in accordance with ASCE 7. Manufacturing name; the product name (KM Acryl 15, 5.6 Flashing must be installed at wall and roof KM Acryl 40 HS); the date of manufacture; the shelf intersections, at gutters and around roof openings, as life; and the evaluation report number(ESR 4038). required by IBC Section 1503.2. 7.2 The report holder's contact information is the following: 5.7 The evaluation of the foam plastic insulation as a vapor BASF CORPORATION retarder is outside the scope of this report. 1703 CROSSPOINT AVENUE 5.8 The BASF polyurethane foam plastic insulation HOUSTON,TEXAS 77054 components are manufactured in Houston, Texas, (888)900-FOAM(3626) under a quality control program with inspections by www.spf.basf.com ICC-ES. The BASF and GAF roof coatings are 7.3 The additional listee's contact information is the manufactured in Phoenix, Arizona, under quality following: control programs with inspections by ICC-ES. GAF 6.0 EVIDENCE SUBMITTED 2810 SOUTH 18TH PLACE 6.1 Data in accordance with the ICC-ES Acceptance PHOENIX,ARIZONA 85034 Criteria for Spray-Applied Foam Plastic Insulation (AC377), dated April 2016 (editorially revised April 2018). 6.2 Reports of tests on GAF Diathon®and BASF FECoat 1000 in accordance with ASTM D6083. ESR-2298 I Most Widely Accepted and Trusted Page 4 of 5 TABLE 1—FIRE CLASSIFICATION—COATED FOAM ROOF ASSEMBLIES SYSTEM FIRE ROOF DECK MAXIMUM SPRAY-APPLIEDFOAM COATING TOP NO. CLASSIFICATION SUBSTRATE', ROOF PLASTIC INSULATION4'5 SURFACING 2,3 SLOPE Designation Thickness Designation Application (inches) Rate No. 11 granules,30 Non-1F A combustible 11/2:12 1 to 2 pounds per 100 ft2 FE348-2.5,2.8 (Optional) and 3.0 or No. 11 Non- ELASTOSPRAY 1 to 4 Two coats at granules,30 2F A combustible 3:12 81255,81285 and Diathon®or 11/2 gallons pounds per 81305 FECoat 1000 per 100 ft2 100 ft2 or SKYTITE 2.5, each No. 11 SKYTITE 2.8 or granules,30 3F B Combustible /2:12 SKYTITE 3.0 1 (Minimum) pounds nd ftper 2 (Optional) Non- 1 to 4 4F A combustible 2:12 — FE348-2.5,2.8 No. 11 PolyBrite 70, Two coats at Non- and 3.0 PolyBrite 71- 11/2 gallons granules,30 5F A Combustible 1:12 °f 1 to 2 HS, KM Acryl per 100 ft2 per to per 50 100 ft2 s ELASTOSPRAY 15 or KM Acryl coat 81255,81275, 40 HS (Optional) — 81285 and 81305 Two coats at No. 11 or SKYTITE 2.5, PolyBrite 71- 11/2 gallons granules,30 6F A Combustible %:12 SKYTITE 2.8 or 1 to 2HS or KM Acryl per 100 ft2 per pounds per SKYTITE 3.0 100 ft2 40 HS coat (Optional) For SI: 1 inch=25.4 mm; 1 gallon per 100 square feet=0.41 L/m2; 1 gallon=3.785 L; 1 ft2=0.0929 m2. 'Roof deck must be either minimum 15/32-inch-thick(11.9 mm)plywood,minimum No.22 gage galvanized steel[0.030 inch(76 mm)]or concrete with a minimum compressive strength of 2500 psi as specified in Section 4.2. 2Noncombustible deck classifications are applicable for use over combustible decks(min.15/32-inch-thick plywood)when minimum 1/4-inch-thick G-P Gypsum Corporation DensDeck®Roof Board is used directly over the combustible deck with all joints staggered a minimum of 6 inches from plywood joints. 'Unless otherwise noted,noncombustible substrates include concrete and steel decks as described in Section 4.2.2 of this report. 4All foam plastic insulation must be UL classified foam plastic,and must be limited to the maximum thickness specified for the applicable system.Any foam plastic insulation,where used, must bear the label of an approved agency indicating that the foam plastic has a flame- spread index of not more than 75 when tested at the maximum thickness intended for use in accordance with ASTM E84(UL723),subject to the approval of the code official. 5Foam plastic insulation must be separated from the interior of the building by an approved thermal barrier in accordance with IBC Section 2303.4.1.5,except as described in Section 4.6 of this report. ESR-2298 I Most Widely Accepted and Trusted Page 5 of 5 TABLE 2—FIRE CLASSIFICATION—COATED FOAM OVER EXISTING ROOF ASSEMBLIES' SYSTEM FIRE EXISTING MAXIMUM SPRAY-APPLIED FOAM COATING TOP NO. CLASSIFICATION' SYSTEM ROOF SLOPE PLASTIC INSULATION" SURFACING AND ROOF Designation Thickness Designation Application DECK (inches) Rate SUBSTRATE2 BURS over 15/32-inch-thick plywood with FE348-2.5,2.8 Two coats at No. 11 minimum 1/4" and 3.0 PolyBrite 71HS 1'!2 gallons granules,30 Al Class A,B or C G P Gypsum x:12 or 2 or KM Acryl 40 2 yp HS per 100 ftper pounds per Corp. ELASTOSPRAY coat 100 ft2 DensDeck® 81255,81275, Roof Board 81285 and 81305 or SKYTITE 2.5, 3 SKYTITE 2.8 or Two coats at No. 11 BUR over SKYTITE 3.0 PolyBrite 71HS 1'/2 gallons granules,30 A2 Class A, B or C Non- '/..12 2 or KMHS Acryl 40 per 100 ft2 per you nd ftper combustible coat For SI: 1 inch=25.4 mm; 1 gallon per 100 square feet=0.41 Um2; 1 gallon=3.785 L; 1 ft2=0.0929 m2. 'Classification remains the same as the existing UL classified,code-complying,uninsulated,smooth-surfaced built-up roof(BUR)roof covering system. Loose gravel may be removed. 2Roof deck substrate beneath the existing built-up roof(BUR)must be either minimum 15/32-inch-thick(11.9 mm)plywood,minimum No.22 gage galvanized steel[0.030 inch(76 mm)]or concrete with a minimum compressive strength of 2500 psi as specified in Section 4.2. 3BUR–the existing system must be an existing code-complying UL classified (Class A, B or C), uninsulated, built-up roof(BUR) covering system. 'When these systems are used for reroofing or recovering, installation must be in accordance with Section 4.7.2 of this report, and 2018 and 2015 IBC Section 1511 [2012 and 2009 IBC Section 1510],as applicable. 5All foam plastic insulation must be UL classified foam plastic,and must be limited to the maximum thickness specified for the applicable system.Any foam plastic insulation,where used,must bear the label of an approved agency indicating that the foam plastic has a flame- spread index of not more than 75 when tested at the maximum thickness intended for use in accordance with ASTM E84(UL723),subject to the approval of the code official. 6Foam plastic insulation must be separated from the interior of the building by an approved thermal barrier in accordance with IBC Section 2303.4.1.5,except as described in Section 4.6 of this report. TABLE 3—WIND RESISTANCE—COATED FOAM ROOF COVERINGS' SYSTEM NO. ALLOWABLE WIND SUBSTRATE FOAM PLASTIC INSULATION UPLIFT DESIGNATION THICKNESS (psf) (inches) FE348-2.5,2.8 and 3.0 or ELASTOSPRAY 81255, 2 1W 187 Structural concrete 81285 and 81305 or SKYTITE®2.5,SKYTITE® (Minimum) 2.8 or SKYTITE®3.0 FE348-2.5,2.8 and 3.0 or ELASTOSPRAY 81255, 1 2W 105 Steel deck 81285 and 81305 or (Minimum-above SKYTITE®2.5,SKYTITE® top of deck) 2.8 or SKYTITE®3.0 For SI: 1 inch=25.4 mm; 1 psf=4.882 kg/m2. 'Coating must be one of the following: (a) GAF Diathon®applied in two coats at 11/2 gallons per 100 ft2 per coat. (b) BASF FECoat 1000 applied in two coats at 11/2 gallons per 100 ft2 per coat. (c)Polyglass U.S.A., Inc. PolyBrite 70 applied in two coats at 11/2 gallons per 100 ft2 per coat. (d)Polyglass U.S.A., Inc. PolyBrite 71-HS applied in two coats at 11/2 gallons per 100 ft2 per coat. (e)KM Coatings Manufacturing KM Acryl 15 applied in two coats at 1%gallons per 100 ft2 per coat. (f)KM Coatings Manufacturing KM Acryl 40 HS applied in two coats at 11/2 gallons per 100 ft2 per coat. r. OFFICE COPY r*Ijollk HardieSoffit Panels iffliamiffm#R, EFFECTIVE NOVEMBER 2018 INSTALLATION REQUIREMENTS-PRIMED&COLORPLUS® PRODUCTS IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY.BEFORE INSTALLATION,CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS.TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) © CUTTING INSTRUCTIONS STORAGE & HANDLING: OUTDOORS ' INDOORS 1.Position cutting station so that airflow blows dust away from the DO NOT grind or cut with a power saw indoors.Cut using shears(manual,pneumatic or Store flat and keep dry and covered prior to user and others near the cutting area. electric)or the score and snap method,not recommended for products thicker than 7/16 in. installation.Installing siding wet or saturated may 2.Cut using one of the following methods: result in shrinkage at butt joints.Carry planks on a.Best: Circular saw equipped with a HardieBlade°saw blade and attached vacuum dust collection system.Shears - DO NOT dry sweep dust;use wet dust suppression or vacuum to collect dust. edge. Protect edges and corners from breakage. (manual,pneumatic or electric)may also be used,not - For maximum dust reduction,James Hardie recommends using the"Best"cutting James Hardie is not responsible for damage caused recommended for products thicker than 7/16 in. Sp0 g practices.Always follow the equipment manufacturer's instructions for proper operation. b.Better: Circular saw equipped with a dust collection feature For bestperformance when cuttingwith a circular saw,James Hardie recommends by improper storage and (e.g.Roan®saw)and a HardieBlade saw blade. handling of the c.Good: Circular saw equipped with a HardieBlade saw blade. using HardieBlade saw blades. product. Go to jameshardiepros.com for additional cutting and dust control recommendations. -` IMPORTANT:The Occupational Safety and Health Administration(OSHA)regulates workplace exposure to silica dust. For construction sites,OSHA has deemed that cutting fiber cement with a circular saw having a blade diameter less than 8 inches and connected to a commercially available dust collection system per manufacturer's instructions results in exposures below the OSHA Permissible Exposure Limit(PEL)for respirable crystalline silica,without the need for additional respiratory protection. If you are unsure about how to comply with OSHA silica dust regulations,consult a qualified industrial hygienist or safety professional,or contact your James Hardie technical sales representative for assistance.James Hardie makes no representation or warranty that adopting a particular cutting practice will assure your compliance with OSHA rules or other applicable laws and safety requirements. GENERAL REQUIREMENTS: • References to the 2015 National Building Code(NBC)of Canada are made throughout this document. Local building code requirements may supersede the NBC in some locations. • HardieSoffit®panels may be installed as a soffit or ceiling over either wood or steel 20 gauge(33 mils)minimum to 16 gauge(54 mils)framing complying with the local building code. Install soffits to nominal 2 x 4 framing members spaced a maximum of 610mm(24")on center(fig.4),with the long dimension perpendicular to the rafter or joist framing. • All edges must be supported by framing.(figs.3&4) • Install water barriers(compliant with Part 9.27.3.2 of the NBC)and air barriers as required by local building codes. Figure 1 James Hardie will assume no responsibility for moisture infiltration. • DO NOT use stain on James Hardie®products. �� I • James Hardie Building Products provides installation/wind load information for buildings with a maximum mean roof height of 25.9m(85 ft). INSTALLATION: IIPILeillr- II • HardieSoffit®panels must be fastened to a solid,nailable substrate such as a wood 2x subfascia. • Additional framing may be needed to ensure proper fastening. ' venting to outside of .!I • Soffits can be installed as shown in figure 1.Position the vent holes toward the outside of the eave eave for optimal airflow. shim \ • 305mm(12")to 610mm(24")wide Vented HardieSoffitpanels,provide[5 square inches of net Figure 3 fascia (wood) ventHarded sant• \ less than or equal to subfascia vented panel \ free ventilation per lineal foot]. 305mm(12")Wide Soffit \ • Alternatively vents can be installed into non-vented soffit. Figure 4 siding • If necessary,an insect screen can be installed using construction adhesive.Note:net free Greater than ventilation will be reduced. 305mm(12")Wide Soffit Fastener Requirements • Position fasteners 9.5mm(3/8")from panel edges and no closer than 50mm(2")away from25mm(1')from keep fasteners comers when using soffit greater than 305mm(12")wide(fig.4)and no closer than 25mm(1") t end of soffit 50mm(2")away away from corners when using soffit that is less than or equal to 305mm(12")wide(fig.3). 9.5mm(3/8") tfrom corners from edge of soffit t 9.5mm(3/8') Jointing Methods E 1 from edge of soffit • Install panels in moderate contact at ends,provide PVC or metal jointers, framing a o battens or leave appropriate gap and caulk(fig 2). member framing "N member \, / framing framing i ymember member Figure 2 ;' moderate contact H-jointer leave appropriate gap1 1 1 IF JamesHardie =i IMM ! �i and caulk batten lia Visit jameshardiepros.com for the most recent version. SF1202 P1/4 11/18 : ihW' N HardieSoffit®Panels Maintain a minimum 25mm(1")gap Figure 6 vs KICKOUT FLASHING between gutter end caps and siding& Because of the volume of water that can pour down a sloped roof,one of the trim. She.-aching Al, • most critical flashing details occurs where a roof intersects a sidewall. The roof Ao Figure 5 Self-adhering/4 '4 must be flashed with step flashing. Where the roof terminates,install a kickout membrane ', S to deflect water away from the siding. 4,i M 4 / It is best to install a self-adhering membrane on the wall before the subfascia tifireita and trim boards are nailed in place,and then come back to install the kickout. siding L- 'i` 25mm o,p edge Figure 6,Kickout Flashing To prevent water"from dumping behind the siding and the end of the roof intersection,install a kickout"as required by IRC code (f) `� fasciaII :"...flashing shall be a min.of 4"high and 4"wide."James Hardie �4', 00 recommends the kickout be angled between 100°-110°to maximize water gutter and end cap deflection FASTENER REQUIREMENTS • Fasteners must be installed with a minimum 9.5mm(3/8")edge distance and 50mm(2")clearance from end of panel. For wood frame construction a minimum 4d common nails spaced 200mm(8")o.c.at panel edges and intermediate framing members spaced up to 610mm(24")on center are suitable in most locations*. • For conventional 20ga-16ga steel frame construction a minimum No.8-18 x 8.2mm x 25mm(1")long ribbed bugle screws spaced 150mm(6") o.c.at panel edges and intermediate framing members spaced up to 610mm(24")on center are suitable in most locations*. *Minimum Basic Wind Speed differs by locality.Where specified levels of wind resistance are required,refer to tables 1&2 in this document. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant,galvanized,or stainless steel.Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality,hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie®products near the ocean,large bodies of water,or in very humid climates. Manufacturers of ACO and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA preservative-treated wood and aluminum products.Fasteners used to attach HardieTrim Tabs to preservative-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5 Figure A • Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. 4h it, • NOTE:Published wind loads may not be applicable to all areas where Local Building Codes117,Far have specific jurisdiction.Consult James Hardie Technical Services if you are unsure of SNUG FLUSH applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding(no air space).(fig.A) DO NOT DO NOT DO NOT USE • Do not over-drive nail heads or drive nails at an angle. . • If nail is countersunk,fill hole and add a nail.(fig.B) e� 1 ilk • For wood framing,under driven nails should be hit flush to the MO `O plank with a hammer(For steel framing,remove and replace nail). UNDER OVER SLANT ALUMINUM • Do not use aluminum fasteners,staples,or clipped head nails. DRIVE DRIVE FASTENERS PNEUMATIC FASTENING IF,THEN IF,THEN ADDITIONAL NAIL James Hardie products can be hand nailed or fastened with a pneumatic WOOD STEEL FACE CLIPPED tool.Pneumatic fastening is highly recommended. Set air pressure so that FRAME FRAME NAIL HEAD NAILS the fastener is driven snug with the surface of the siding.A flush mounts.III * attachment on the pneumatic tool is recommended. This will help controlil iw,.. the depth the nail is driven.If setting the nail depth proves difficult,choose a [' � setting that under drives the nail. (Drive under driven nails snug with a w• ' v smooth faced hammer-Does not apply for installation to steel framing). t COUNTERSINK STAPLES HAMMER &RLL FLUSH �\ REMOVE& REPLACE Figure B SF1202 P2/4 11/18 • HardieSoffit®Panels CUT EDGE TREATMENT PAINTING Caulk,paint or prime all field cut edges.James Hardie touch-up kits are required to touch-up DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products. ColorPlus products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed.100%acrylic topcoats are recommended. Do not paint when wet. CAULKING For application rates refer to paint manufacturers specifications. Back-rolling is Elastomeric Joint Sealant is required in accordance with Part 9.27.4 of the NBC,complying with recommended if the siding is sprayed. ASTM C920 Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions.Note:some caulking manufacturers do not allow"tooling". COLORPLUS®TECHNOLOGY CAULKING,TOUCH-UP & LAMINATE PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS • Care should be taken when handling and cutting James Hardie ColorPlus products.During WITH COLORPLUS®TECHNOLOGY installation use a wet soft cloth or soft brush to gently wipe off any residue or construction When repainting ColorPlus products,James Hardie recommends the following regarding dust left on the product,then rinse with a garden hose. surface preparation and topcoat application: • Touch up nicks,scrapes and nail heads using the ColorPlus®Technology touch-up • Ensure the surface is clean,dry,and free of any dust,dirt,or mildew applicator.Touch-up should be used sparingly.If large areas require touch-up,replace the • Repriming is normally not necessary damaged area with new HardieTrim®batten boards with ColorPlus Technology. • 100%acrylic topcoats are recommended • Laminate sheet must be removed immediately after installation. • DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie® • Terminate non-factory cut edges into trim where possible,and caulk.Color matched caulks Products. are available from your ColorPlus®product dealer. • Apply finish coat in accordance with paint manufacturers written instructions • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters,available regarding coverage,application methods,and application temperature from your ColorPlus product dealer. • DO NOT caulk nail heads when using ColorPlus products,refer to the ColorPlus touch-up section Note:James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up,will not be covered under the James Hardie ColorPlus Limited Finish Warranty. COMPLIANCE: HardieSoffit panels comply with ASTM Specification C1186(Grade II,Type A)and ISO Standard 8336(Category A,Class 2,Level I).When tested in accordance with CAN/ULC-S102,the product is recognized to have the following properties:Flame Spread Rating:0,Smoke Developed Classification:0.When tested in accordance with CAN/ULC-S114,the product is recognized as noncombustible. SF1202 P3/4 11/18 • ill t N HardieSoffit®Panels WIND LOAD TABLE Table 1-Ultimate wind load for non-vented HardieSoffitme panels PRODUCT FASTENER FASTENER FRAME MAXIMUM ULTIMATE THICKNESS TYPE SPACING TYPES STUD LOAD @ FAILURE SPACING (kPa) (psf) 4.5mm 4d common nail 150 mm(6") Nominal 2 x 406mm 4.48 93.5 (.2") 38 mm(1.5")long on center wood(s.g >.42) (16") Min.No.8 x 8.2 mm HD x 2)m 25 mm(1")long ribbed 150 mm(6") Min.No.20 ga x 92 mm x 406mm 4.69 97.9 bugle head screw on center 35 mm(1.4")metal framing (16") 6.4mm 4d common nail 200 mm(8") Nominal 2 x 406mm 4.24 88.6 (.25") 38 mm(1.5")long on center wood(s.g >.42) (16") 6.4mm 4d common nail 200 mm(8") Nominal 2 x 406mm 3.07 64.2 (.25") 38 mm(1.5")long on center wood(s.g >.42) (16") 6.4mm Min.No.8 x 8.2 mm HD x 150 mm(6") Min.No.20 ga x 92 mm x 610mm 8.13 169.9 (.25") 25 mm(1")long ribbed on center 35 mm(1.4")metal framing (24") bugle head screw Table 2-Ultimate wind load for Vented HardieSoffit panel PRODUCT FASTENER FASTENER FRAME MAXIMUM ULTIMATE THICKNESS TYPE SPACING TYPES STUD LOAD 0 FAILURE SPACING (mm) (mm) (kPa) (pst) 6.4mm Minimum 2.1 mm 200 mm(8") Nominal 2 x wood 406mm 3.38 81 (.25") x 4.8 mm HD x on center at (s.g >.40) (16") 38 mm(1.5")long all bearing - edges OR OR Min.No.20 ga x 92 mm x Min.No.8 x 8.2 mm HD 35 mm(1.4")metal framing 25 mm(1")long ribbed bugle head screw METRIC TO IMPERIAL CONVERSION TABLE The following table provides a conversion of the nominal metric measurements presented in these installation instructions to nominal Imperial fraction measurement values mm inches mm inches mm inches mm inches 2.3 3/32 7.5 5/16 32 1-1/4 203 8 2.4 3/32 8.2 21/64 35 1-3/8 210 8-1/4 2.91/8 92 3/64 38 1-1/2 241 9-1/2 31 /8 9.5 3/8 41 1-5/8 305 12 5.6 7/32 11.1 7/16 50 2 406 16 5.7 7/32 12 15/32 91 3-5/8 610 24 61 5/64 19 3/4 150 6 6.7 17/64 25 1 190 7-1/2 SF1202 P4/4 11/18 DANGER:May cause cancer if dust from product is inhaled.Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product.Refer to the current product Safety Data Sheet before use. The hazard associated with fiber cement arises from crystalline silica present in the dust generated by activities such as cutting.machining,drilling,routing.sawing.crushing.or otherwise abrading fiber cement,and when cleaning up,disposing of or moving the dust.When doing any of these activities in a manner that generates dust you must(1)comply with the OSHA standard for silica dust and/or other applicable law,(2)follow James Hardie cutting instructions to reduce or limit the release of dust;(3)warn others in the area to avoid breathing the dust;(4)when using mechanical saw or high speed cutting tools,work outdoors and use dust collection equipment;and(5)if no other dust controls are available,wear a dust mask or respirator that meets NIOSH requirements(e.g.N-95 dust mask).During clean-up,use a well maintained vacuum and fitter appropriate for capturing fine(respirable)dust or use wet clean-up methods-never dry sweep. A WARNING:This product can expose you to chemicals including respirable crystalline silica,which is known to the State of California to cause cancer.For more information go to P65Waminos.ca.00v. CI ©2018 James Hardie Building Products,Inc.All rights reserved TM,SM and® Product warranties.safety information and additional installation s a JamesHardie denote trademarks or registered trademarks of James Hardie Technology Limited. information are available at jameshardiepros.com _. 1.. t . ��- Fj'" OFFICE COP HardiePlank- Lap Siding tir—Z.5. EFFECTIVE APRIL 2018 IMPORTANT:FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTALLATION INSTRUCTIONS AND COMPLY WITH APPLICABLE BUILDING CODES MAY VIOLATE LOCAL LAWS,AFFECT BUILDING ENVELOPE PERFORMANCE AND MAY AFFECT WARRANTY COVERAGE.FAILURE TO COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS WHEN CUTTING AND INSTALLING THIS PRODUCT MAY RESULT IN PERSONAL INJURY.BEFORE INSTALLATION,CONFIRM YOU ARE USING THE CORRECT HARDIEZONE®PRODUCT INSTRUCTIONS BY VISITING HARDIEZONE.COM OR CALL 1-866-942-7343(866-9-HARDIE) © CUTTING INSTRUCTIONS STORAGE & HANDLING: OUTDOORS INDOORS 1.Position cutting station so that airflow blows dust away from the DO NOT grind or cut with a power saw indoors.Cut using shears(manual,pneumatic or Store flat and keep dry and covered prior to user and others near the cutting area. electric)or the score and snap method,not recommended for products thicker than 7/16 in. installation.Installing siding wet or saturated may 2.Cut using one of the following methods: result in shrinkage at butt joints.Carry planks on a.Best: Circular saw equipped with a HardieBlade saw blade and attached vacuum dust collection system.Shears - DO NOT dry sweep dust;use wet dust suppression or vacuum to collect dust. edge. Protect edges and corners from breakage. (manual,pneumatic or electric)may also be used,not - For maximum dust reduction,James Hardie recommends using the"Best"cutting James Hardie is not responsible for damage caused recommended for products thicker than 7/16 in. practices.Always follow the equipment manufacturer's instructions for proper operation. improper storageb.Better: Circular saw equipped with a dust collection feature by p oper and For best performance when cutting Roan*saw)and a HardieBlade saw blade. p g with a circular saw,James Hardie recommends handling of the c.Good: Circular saw equipped with a HardieBlade saw blade. using HardieBlade saw blades. product. 110,.....—r..,_.., ® - Go to jameshardiepros.com for additional cutting and dust control recommendations. �� IMPORTANT:The Occupational Safety and Health Administration(OSHA)regulates workplace exposure to silica dust. For construction sites,OSHA has deemed that cutting fiber cement with a circular saw having a blade diameter less than 8 inches and connected to a commercially available dust collection system per manufacturer's instructions results in exposures below the OSHA Permissible Exposure Limit(PEL)for respirable crystalline silica,without the need for additional respiratory protection. If you are unsure about how to comply with OSHA silica dust regulations,consult a qualified industrial hygienist or safety professional,or contact your James Hardie technical sales representative for assistance.James Hardie makes no representation or warranty that adopting a particular cutting practice will assure your compliance with OSHA rules or other applicable laws and safety requirements. IMPORTANT:To prevent damage to the drip edge,extra care should be taken when removing planks from the pallet,while handling,and when installing with a lap gauge.Please see additional handling requirements on page 4. GENERAL REQUIREMENTS: II . HardiePlank®lap siding can be installed over braced wood or steel studs,20 gauge(33 mils)minimum to 16 gauge(54 mils)maximum,spaced a maximum of 24 in o.c.or directly to minimum 7/16 in thick OSB sheathing.See General Fastening Requirements.Irregularities in framing and sheathing can mirror through the finished application.Correct irregularities before installing siding. I . Information on installing James Hardie products over non-nailable substrates(ex:gypsum,foam,etc.)can be located in JH Tech Bulletin 19 at www.jamehardie.com • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration.James Hardie does manufacture HardieWrap®Weather Barrier,a non-woven non-perforated housewrapl,which complies with building code requirements. • When installing James Hardie products all clearance details in figs.3-14 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6 in.in Double Wall Figure 1 Single Wail the first 10 ft.. Construction Construction • Do not use HardiePlank lap sidingin Fascia or Trim applications. water-resistive let-in bracing tamer 24 in.o.c.max. • Do not install James Hardie products,such that they may remain in contact with standing water. lizt OSByseathing i� • HardiePlank lap siding may be installed on flat vertical wall applications only. \ ll- / • DO NOT use stain,oiUalkyd base paint,or powder coating on James Hardie®Products. �►�' • For larger projects,including commercial and multi-family projects,where the span of the wall is ill , fj significant in length,the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design.These values can be found in the Technical Bulletin"Expansion Characteristics of James Hardie®Siding Products"at www.jameshardie.com. 1 I •James Hardie Building Products provides installation/wind load information for buildings with a maximum mean roof height of 85 feet.For information on installations above 60 feet,please contact JH technical support. I ;,' • INSTALLATION: JOINT TREATMENT Figure 2 =1 stud Nail line(If nail line is not 1 / One or more of the following joint treatment options are present,place fastener required by code(as referenced 2009/RC 8703.10.2) between 3/4 in.&1 in. c . • from top of plank) /water-resistive A.Joint Flashing(James Hardie recommended) barrier B.Caulking*(Caulking is not recommended Nail 3/8 in.from DO NOT Install Trim over fastener for ColorPlus for aesthetic reasons as the joint edge of plank HardiePlank/HardieShingle. �\, ii ti , Caulking and ColorPlus will weather differently. flashing Leave appropriate gap between `+/ Install a 1 1/4 in.starter strip to For the same reason,do not caulk nail heads on Install planks in planks and trim,then caulk.' ensure a consistent plank angle moderate contact ColorPlus products.) at buttjoints j C."H" jointer cover ® JamesHardie Note:Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus.*Refer to Caulking section in these instructions. 'For additional information on HardieWrap®Weather Barrier,consult James Hardie at 1-866-4Hardie or www.hardiewrap.com SELECT CEDARMILL° I SMOOTH I BEADED CEDARMILL° I BEADED SMOOTH Visit jameshardiepros.com for the most recent version. HS11117 P1/4 04/18 r101HardiePlank®Lap Siding CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding Willl11 C-Min.2 i • II Z-FlashingOW / 111111F Min. / in. Do not caulk, 1/4.. . As required'41*11** .` r 111 /1 ,,` mbiynI4Rncxo4dei . llir t ---...._, 1 _ in.2 in. Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry ��p - --�—.' i i -Flashing Z-Flashing Z Fla h g / / Z-Fl.shing OretiP741 P •, Mm. /4 1n. iiiill / 6 in. 1 ' Min.'/2 in. �r in.'/a in. lin. - `I Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension � � ' '' Etrfend shinI at ast 1 inin.'/ao from th � r° '` fas is when V� 9k1r-_-.10111111111A-' -t. gutters are /" present FASTENER REQUIREMENTS** Blind Nailing is the preferred method of installation for HardiePlank®lap siding products.Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing(Please see JH Tech bulletin 17 for exemption when doing a repair).Pin-backed corners may be done for aesthetic purposes Only. IFinish nails are recommended for pin-backs. Headed siding nails are allowed.Place pin-backs no closer than 1 in.from plank ends&3/4in.from plank edge into min.3/8in.wood structural panel.Pin-backs are not a substitute for blind or face nailing. BLIND NAILING FACE NAILING Nails-Wood Framing Nails-Wood Framing •Siding nail(0.09 in.shank x 0.221 in.HD x 2 in.long) •6d(0.113 in.shank x 0.267 in.HD x 2 in.long) •11 ga.roofing nail(0.121 in.shank x 0.371 in.HD x 1.25 in.long) •Siding nail(0.09"shank x 0.221"HD x 2"long) Screws-Steel Framing Screws-Steel Framing •Ribbed Wafer-head or equivalent(No.8 x 1 1/4 in.long •Ribbed Bugle-head or equivalent(No.8-18 x 1-5/8 in.long x x 0.375 in.HD)Screws must penetrate 3 threads into metal framing. 0.323 in.HD)Screws must penetrate 3 threads into metal framing. Nails-Steel Framing Nails-Steel Framing •ET&F Panelfasr nails or equivalent(0.10 in.shank x 0.313 in.HD x 1-1/2 in.long) •ET&F pin or equivalent(0.10 in.shank x 0.25 in.HD x 1-1/2 in.long) Nails must penetrate minimum 1/4 in.into metal framing. Nails must penetrate minimum 1/4 in.into metal framing. OSB minimum 7/16 in. OSB minimum 7/16 in. •11 ga.roofing nail(0.121 in.shank x 0.371 in.HD x 1.75 in.long) •Siding nail(0.09 in.shank x 0.221 in.HD x 1-1/2 in.long)* •Ribbed Wafer-head or equivalent(No.8 x 1 5/8 in.long x 0.375 in.HD). * When face nailing to OSB,planks must be no greater than 91/4 in.wide and fasteners must be 12 in.o.c.or less. • Also see General Fastening Requirements;and when considering alternative fastening options refer to James Hardie's Technical Bulletin USTB 17-Fastening Tips for HardiePlank Lap Siding. HS11117 P2/4 04/18 I Ill HardiePlank®Lap Siding NZ. FASTENER REQUIREMENTS continued 24" Figure 14 Figure 15 S d O.C.max Stud 24" —�- ��illq�IIIIIIdI O.C.max IIT I' Joint INiNI11I 1 1/4°min. I PIS Minimum overlap Flashing ' lI.�x ___�ixr,. Overlap for Both Face „ �, — /----) and Blind Nailing '-'-- -4-7.4___,__..--14* r X ; Nail Line �) �r 3/4"-1" Blind Nall min.1 1/4 in.141111 * overlap 111111 , Face Nail , overt , Water Resistive Water Resistive Barrier 1 1/4"min. Barrier Overlap Laminate sheet to be removed immediately after installation of each course for ColorPlus®products. GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must be corrosion resistant,galvanized,or stainless steel.Electro-galvanized James Hardie products can be hand nailed or fastened with a pneumatic tool. are acceptable but may exhibit premature corrosion. James Hardie recommends the Pneumatic fastening is highly recommended. Set air pressure so that the use of quality,hot-dipped galvanized nails.James Hardie is not responsible for the fastener is driven snug with the surface of the siding.A flush mount corrosion resistance of fasteners.Stainless steel fasteners are recommended when attachment on the pneumatic tool is recommended. This will help control the installing James Hardie®products near the ocean,large bodies of water,or in very depth the nail is driven.If setting the nail depth humid climates. proves difficult,choose a setting that under drives h A the nail. (Drive under driven nails snug with a Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials `pp ' smooth faced hammer-Does not apply for or other physical barriers to prevent direct contact of ACQ or CA preservative-treated SNUG FLUSH installation to steel framing). wood and aluminum products.Fasteners used to attach HardieTrim Tabs to preserva- tive-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5 DO NOT DO NOT DO NOT USE • Consult applicable product evaluation or listing for correct fasteners type and OW, / % Ois) placement to achieve specified design wind loads. �' 1�► ` , • NOTE:Published wind loads may not be applicable to all areas where Local Building UNDER OVER SLANT ALUMINUM Codes have specific jurisdiction.Consult James Hardie Technical Services if you are DRIVE DRIVE FASTENERS unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding(no air space). IF,THEN IF,THEN ADDITIONAL NAIL •NOTE:Whenever a structural member is present,HardiePlank should be fastened with even spacing to the structural member.The tables allowing direct to OSB or plywood WOOD STEEL FACE CLIPPED should only be used when traditional framing is not available. FRAME FRAME NAIL HEAD NAILS III:VA phol.46.1 CUT EDGE TREATMENT Caulk,paint or prime all field cut edges.James Hardie touch-up kits are required to j. \ .4touch-up ColorPlus products. �1 COUNTERSINK STAPLES AMME CAULKING HFLUSHR b &FiLL For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, REMOVE& Class 25 or higher or a Latex Joint Sealant complying with ASTM C834.Caulking/Sealant REPLACE must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note:some caulking manufacturers do not allow"tooling". PAINTING DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products.Factory-primed James Hardie products must be painted within 180 days of installation. 100%acrylic topcoats are recommended.Do not paint when wet.For application rates refer to paint manufacturers specifications.Back-rolling is recommended if the siding is sprayed. HS11117 P3/4 04/18 iill01111t HardiePlank®Lap Siding NZ- COLORPLUS®TECHNOLOGY CAULKING,TOUCH-UP & LAMINATE •Care should be taken when handling and cutting James Hardie®ColorPlus®products.During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product,then rinse with a garden hose. •Touch up nicks,scrapes and nail heads using the ColorPlus®Technology touch-up applicator.Touch-up should be used sparingly. If large areas require touch-up,replace the damaged area with new HardiePlank®lap siding with ColorPlus®Technology. •Laminate sheet must be removed immediately after installation of each course. •Terminate non-factory cut edges into trim where possible,and caulk.Color matched caulks are available from your ColorPlus®product dealer. •Treat all other non-factory cut edges using the ColorPlus Technology edge coaters,available from your ColorPlus product dealer. Note:James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE®SIDING COVERAGE CHART/ESTIMATING GUIDE AND TRIM PRODUCTS WITH Number of 12 ft.planks,does not include waste COLORPLUS®TECHNOLOGY COVERAGE AREA When repainting ColorPlus products,James LESS Hardie recommends the following regarding OPENINGS surface preparation and topcoat application: HARDIEPLANK®LAP SIDING WIDTH • Ensure the surface is clean,dry,and free of any SQ 51/4 61/4 71/4 71/2 8 81/4 91/4 91/2 12 dust,dirt,or mildew (1 SO=100 sq.ft.) (exposure) 4 5 6 61/4 6 3/4 7 8 81/4 10 3/4 • Repriming is normally not necessary 1 25 20 17 16 15 14 13 13 g •100%acrylic topcoats are recommended 2 50 40 33 32 30 29 25 25 19 • DO NOT use stain,oil/alkyd base paint,or 3 75 60 50 48 44 43 38 38 28 powder coating on James Hardie®Products. 4 100 80 67 64 59 57 50 50 37 • Apply finish coat in accordance with paint 5 125 100 83 80 74 71 63 63 47 manufacturers written instructions regarding 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 coverage,application methods,and application 8 200 160 133 128 119 114 100 100 74 temperature 9 225 180 150 144 133 129 113 113 84 • DO NOT caulk nail heads when using ColorPlus 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 products,refer to the ColorPlus touch-up 12 300 240 200 192 178 171 150 150 112 section 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide.Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. ADDITIONAL HANDLING REQUIREMENTS Pull from across the stack Do not go down the stack IMPORTANT:To prevent damage to the drip edge,extra care should be .. taken when removing planks from the pallet,while handling,and when installing with a lap gauge.Planks are interlocked together on Ti the pallet,therefore they should be removed from the pallet horizontally(side to side)to allow planks to unlock themselves from one another. -� � Imo. HS11117 P4/4 04/18 DANGER:May cause cancer if dust from product is inhaled.Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product.Refer to the current product Safety Data Sheet before use. The hazard associated with fiber cement arises from crystalline silica present in the dust generated by activities such as cutting,machining,drilling,routing,sawing,crushing,or otherwise abrading fiber cement,and when cleaning up.disposing of or moving the dust.When doing any of these activities in a manner that generates dust you must(1)comply with the OSHA standard for silica dust and/or other applicable law.(2)follow James Hardie cutting instructions to reduce or limit the release of dust:(3)warn others in the area to avoid breathing the dust:(4)when using mechanical saw or high speed cutting tools.work outdoors and use dust collection equipment:and(5)if no other dust controls are available,wear a dust mask or respirator that meets NIOSH requirements(e.g.N-95 dust mask).During clean-up,use a well maintained vacuum and filter appropriate for capturing fine(respirable)dust or use wet clean-up methods-never dry sweep. ©WARNING:This product can expose you to chemicals including respirable crystalline silica,which is known to the State of California to cause cancer.For more information go to P65Warnings.ca.gov. RECOGNITION: In accordance with ICC-ES Evaluation Report ESR-2290,HardiePlank®lap siding is recognized as a suitable alternate to that specified in the 2006,2009,2012&2015 International Residential Code for One and Two-Family Dwellings,and the 2006,2009,2012&2015 International Building Code.HardiePlank lap siding is also recognized for application in the following:City of Los Angeles Research Report No.24862,State of Florida Product Approval FL#13192, Miami-Dade County Florida NOA No.17-0406.06,U.S.Dept.of HUD Materials Release 1263f,Texas Department of Insurance Product Evaluation EC-23.City of New York MEA 223-93-M.and California DSA PA-019.These documents should also be consulted for additional information concerning the suitability of this product for specific applications. ®2018 James Hardie Building Products,Inc.At rights reserved TM,SM and® Product warranties,safety information and additional installation eiS JamesHardie denote trademarks or registered trademarks of James Hardie Technology Limited. information are available at jameshardiepros.com FORM R405-2017 OFFICE COPY RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). ❑ Energy Performance Level(EPL) Display Card(one page) O HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 ❑ Mandatory Requirements (five pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) 10/31/2019 9:37:54 AM EnergyGauge®USA 6.0.03(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Byrnes Residence Builder Name: Street: 334 Ocean Walk Dr S Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach, FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL, MAYPORT_NS County: Duval(Florida Climate Zone 2) 1. New construction or existing Existing(Projected 9. Wall Types (2718.4 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 1908.40 ft2 b.Face Brick-Wood,Exterior R=13.0 607.50 ft2 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=13.0 202.50 ft2 4. Number of Bedrooms 6 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2968.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=30.0 2968.00 ft2 6. Conditioned floor area above grade(ft2) 3475 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(441.7 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:1st Floor Left 6 143 a. U-Factor: Dbl,U=0.40 441.65 ft2 b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 308.75 SHGC: SHGC=0.25 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 18.0 SEER:15.00 b.Central Unit 40.0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 17.2 HSPF:8.20 SHGC: b.Electric Heat Pump 39.0 HSPF:8.50 Area Weighted Average Overhang Depth: 1.699 ft. Area Weighted Average SHGC: 0.250 14.Hot water systems 8. Floor Types (3475.0 sqft.) Insulation Area a.Electric Cap:50 gallons EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 2368.00 ft2 b. Conservation features b.Floor over Garage R=19.0 600.00 ft2 None c.other(see details) R= 507.00 ft2 15.Credits Pstat Total Proposed Modified Loads: 83.72 Glass/Floor Area: 0.127 PASS Total Baseline Loads: 87.91 I hereby certify that the plans and specifications covered by Review of the plans and .''i/KE S1'gr'•• _ this calculation are in compliance with the Florida Energy specifications covered by this ,-%, -'r:A i'. ,FO•'••• Code. p� calculation indicates compliance .•,4,.. ,�v t, . ' ,.�p...� with the Florida Energy Code. t~•,0 ',qv, , '.� o- PREPARED BY: Before construction is completed ?1 _ ; ._ ?t e DATE: 10/31/19 this buildingwill be inspected for ' a'• - G P . c7�: ' �I_•,. sae compliance with Section 553.908 • ° `:- • Florida Statutes. '> e ' -I . ec :'• I hereby certify that this building, as designed, is in compliance ., y�'-~:,.., .• with the Florida Energy •,:e. COp y �4J OWNER/AGENT. 'Aigillftaitam BUILDING OFFICIAL: _illt- DATE: _ 3/ - DATE: -'' got o - Compliance requires certificati,n 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 5.00 ACH50(R402.4.1.2). 10/31/2019 9:37 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Byrnes Residence Bedrooms: 6 Address Type: Street Address Building Type: User Conditioned Area: 3475 Lot# Owner Name: Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 334 Ocean Walk Dr S Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 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,MAYPORT_NS FL_MAYPORTNS 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Block1 1100 8910 2 Block2 2375 21894.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1st Floor Left 1100 8910 No 2 2 1 Yes Yes Yes 2 1st Floor Right 1268 10270.8 Yes 1 0 1 Yes Yes Yes 3 2nd Floor 1107 11623.5 No 3 4 1 Yes Yes Yes FLOORS I # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation 1st Floor Left 103.5 ft 0 1100 ft2 ___ 0 0 1 2 Slab-On-Grade Edge Insulation 1st Floor Right 119.1 ft 0 1268 ft2 —__ 0 0 1 3 Floor over Garage 2nd Floor ____ ___ 600 ft2 19 0 0 1 4 Floor Over Other Space 2nd Floor ____ ____ 507 ft2 0 0 0 1 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 3438 ft2 868 ft2 Medium N 0.6 No 0.3 No 30 30.3 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2968 ft2 N N 10/31/2019 9:37 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 1st Floor Left 0 Blown 1100 ft2 0.11 Wood 2 Under Attic(Unvented) 1st Floor Right 0 Blown 761 ft2 0.11 Wood 3 Under Attic(Unvented) 2nd Floor 0 Blown 1107 ft' 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below _ V # Ornt To Wall Type Space R Value Ft In Ft In Area R-Value Fraction Ahsor Grade% 1 N Exterior Face Brick-Wood 1st Floor Left 13 25 8.1 202.5 ft' 0.05 0.170000 0 2 W Exterior Face Brick-Wood 1st Floor Left 13 8 8.1 64.8 ft2 0.05 0.170000 0 _ 3 N Exterior Frame-Wood 1st Floor Right 13 14 8.1 113.4 ft' 0.05 0.170000 0 4 E Exterior Frame-Wood 1st Floor Right 13 5.3 8.1 42.9 ft2 0.05 0.170000 0 5 N Garage Frame-Wood 1st Floor Right 13 25 8.1 202.5 ft2 0.05 0.170000 0 6 W Exterior Frame-Wood 1st Floor Right 13 39.3 8.1 318.3 ft' 0.05 0.170000 0 7 S Exterior Frame-Wood 1st Floor Right 13 35.5 8.1 287.6 ft' 0.05 0.170000 0 8 S Exterior Frame-Wood 1st Floor Left 13 8.5 8.1 68.9 ft' 0.05 0.170000 0 9 E Exterior Face Brick-Wood 1st Floor Left 13 42 8.1 340.2 ft' 0.05 0.170000 0 10 E Exterior Frame-Wood 2nd Floor 13 29.3 10.5 307.6 ft2 0.05 0.170000 0 11 N Exterior Frame-Wood 2nd Floor 13 25 10.5 262.5 ft2 0.05 0.170000 0 12 W Exterior Frame-Wood 2nd Floor 13 41.3 10.5 433.6 ft2 0.05 0.170000 0 13 S Exterior Frame-Wood 2nd Floor 13 7 10.5 73.5 ft2 0.05 0.170000 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood 1st Floor Right None .46 3 6.7 20.1 ft2 2 N Wood 1st Floor Right None .46 2.7 6.7 18.1 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.4 0.25 N 59.4 ft2 1 ft 4 in 2 ft 0 in None None 2 N 3 Vinyl Low-E Double Yes 0.4 0.25 N 12.0 ft2 14.8 ft 0 i 2 ft 0 in None None 3 W 6 Vinyl Low-E Double Yes 0.4 0.25 N 9.0 ft' 1 ft 4 in 11.3 ft 0 i None None 4 W 6 Vinyl Low-E Double Yes 0.4 0.25 N 20.7 ft' 1 ft 4 in 11.3 ft 0 i None None 5 S 7 Vinyl Low-E Double Yes 0.4 0.25 N 45.0 ft2 1 ft 4 in 2 ft 0 in None None 6 S 7 Vinyl Low-E Double Yes 0.4 0.25 N 67.0 ft' 1 ft 4 in 2 ft 0 in None None 7 S 8 Vinyl Low-E Double Yes 0.4 0.25 N 23.0 ft2 1 ft 4 in 2 ft 0 in None None 8 S 8 Vinyl Low-E Double Yes 0.4 0.25 N 11.2 ft' 1 ft 4 in 2 ft 0 in None None 9 E 9 Vinyl Low-E Double Yes 0.4 0.25 N 5.6 ft' 1 ft 4 in 3.3 ft 0 in None None 10 E 9 Vinyl Low-E Double Yes 0.4 0.25 N 11.5 ft' 1 ft 4 in 11.7 ft 0 i None None 11 E 10 Vinyl Low-E Double Yes 0.4 0.25 N 30.0 ft2 1 ft 4 in 2 ft 0 in None None 12 N 11 Vinyl Low-E Double Yes 0.4 0.25 N 60.0 ft2 1 ft 4 in 7 ft 0 in None None 13 W 12 Vinyl Low-E Double Yes 0.4 0.25 N 32.3 ft2 1 ft 4 in 2 ft 0 in None None 14 W 12 Vinyl Low-E Double Yes 0.4 0.25 N 30.0 ft2 1 ft 4 in 2 ft 0 in None None 10/31/2019 9:37 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 15 S 7 Vinyl Low-E Double Yes 0.4 0.25 N 25.0 ft2 1 ft 4 in 14 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 600 ft2 600 ft2 3 ft 8.1 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000282 2567 140.93 265.03 .1572 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.2 17.2 kBtu/hr 1 sys#1 2 Electric Heat Pump/ None HSPF:8.5 39 kBtu/hr 2 sys#2 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER:15 18 kBtu/hr 540 cfm 0.75 1 sys#1 2 Central Unit/ None SEER:15 40 kBtu/hr 1200 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 50 gal 90 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# # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 143 ft2 Attic 55 ft2 Default Leakage 1st Floor Lef (Default)c(Default)c 1 1 2 Attic 6 308.75 f Attic 118.75 f Default Leakage 2nd Floor (Default)c(Default)c 2 2 10/31/2019 9:37 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb [ Mar A r Ma [X]Jun Jul X Au [X Se [ Oct Nov Dec HeatinX Jan X Feb [X�Mar Apr f May [ ]Jun l Jul f ;Aug [ Se [ Oct X Nov X Dec VentingJan Feb X Mar X Apr [ May [ ]Jun [ Jul [ Aug [ ' Sep [ Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 1st Floor Left Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 1st Floor Right Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 2nd Floor 10/31/2019 9:37 AM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* =95 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 varies 3. No. of units (if multiple-family) 3. 1 4. Number of bedrooms 4. 6 13. Cooling system: Capacity 58.0 a)Split system SEER 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. 3475 d) Room unit/PTAC EER e)Other 15.0 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.400 b) Solar Heat Gain Coefficient(SHGC) 7b. 0.250 14. Heating system: Capacity 56.2 c)Area 7c. 441.7 a)Split system heat pump HSPF 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 varies 9. Floor type, insulation level: a)Slab-on-grade(R-value) 9a. 0.0 b)Wood, raised (R-value) 9b. 19.0 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.92 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d)Solar system with tank EF 1. Wood frame(Insulation R-value) 10A1. 13.0 e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. f) Heat recovery unit HeatRec% B. Adjacent: g)Other 1. Wood frame(Insulation R-value) 10B1. 13.0 2. Masonry(Insulation R-value) 1062. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a)Ceiling fans a) Under attic 11a. 0.0 b) Cross ventilation No b)Single assembly 11 b. c)Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: 0/3 / /7 Address of Ne ome: 334 Ocean Walk Dr S City/FL Zip: Atlantic Beach, FL 10/31/2019 9:38:00 AM EnergyGauge®USA 6.0.03(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 334 Ocean Walk Dr S Permit Number: Atlantic Beach, FL, MANDATORY REQUIREMENTS See individual code sections for full details. ✓ SECTION R401 GENERAL • R401.3 Energy Performance Level(EPL)display card(Mandatory)Che 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. R402.4.1 Building thermal envelalbebuilding 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 Us/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/ W DMA/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. 10/31/2019 9:38 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) nR402.4.4 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. O R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. Q 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 manufac handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ri 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(MandatoryHeatedwater 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. 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. 10/31/2019 9:38 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 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. 0 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. El R403.6.1 Whole-house mechanical ventilation system fan efficacy W hen 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 10/31/2019 9:38 AM 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. ❑ R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and ❑ C404 of the IECC—Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and ice system controls(Mandatory)Snow-and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). ❑ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. ❑ 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 burning pilot lights. 10/31/2019 9:38 AM 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. R403.11 Portable spas(Mandator6t)e 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(MandatoryFuel gas lighting systems shall not have continuously burning pilot lights. 10/31/2019 9:38 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Byrnes Residence Builder Name: Street: 334 Ocean Walk Dr S Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS 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 sealed. shall be insulated by completely filling the cavity with a Knee walls shall be sealed. material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall 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 insulation. Floor framing cavity insulation shall be installed to (including maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation shall and cantilevered floors) be permitted to be in contact with the top side of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Where provided instead of floor insulation,insulation Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. 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 shall Recessed light fixtures installed in the building be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall be on exterior wall tubs shall separate them from the showers and tubs. insulated. Electrical/phone box on 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 sealed sprinklers in a manner that is recommended by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a.In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 10/31/2019 9:38 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1 • Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261100 Permit#: Job Information Builder: Community: Lot: NA Address: 334 Ocean Walk Dr S City: Atlantic Beach State: FL Zip: 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): 5.000 x 60 _ 30804 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PASS •Code software calculated nJ When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statues.or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust,intake,makeup air,back draft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification#: Issuing Authority: 10/31/2019 9:38:04 AM EnergyGauge®USA 6.0.03(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 +,+ wrightsoft Manual S Compliance Report Date: 10/9/19 1st FI Left By: M.Ellis Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone:904-268-3670 Fax: 904-268-3670 Email:eds.jax@gmail.com Project Information For: Brynes Residence 334 Ocean Walk Dr S, Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 15079 Btuh Entering coil DB: 86.2°F Outdoor design WB: 77.4°F Latent gain: 1166 Btuh ✓ Entering coil WB: 66.2°F Indoor design DB: 75.0°F Total gain: 16245 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Amana Model: ASZ140181K`+ASPT25B14A` Actual airflow: 600 cfm Sensible capacity: 14580 Btuh 97% of load Latent capacity: 3420 Btuh 293% of load Total capacity: 18000 Btuh 111% of load SHR: 81% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 10032 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Amana Model: ASZ140181K*+ASPT25B14A* Actual airflow: 600 cfm Output capacity: 17200 Btuh 171% of load Capacity balance: 25 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 600 cfm Output capacity: 2.9 kW 100% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2019-Oct-31 10:51:59 wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 AC1 ...rnes Residence.334 Oceanwalk Dr S,Atl Bch.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: +- wrightsoft pDate: 10/9/19 1st FI Right/2nd By: M.Ellis Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone:904-268-3670 Fax: 904-268-3670 Email:eds.jax@gmail.com Project Information For: Brynes Residence 334 Ocean Walk Dr S, Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 32196 Btuh Entering coil DB: 81.5°F Outdoor design WB: 77.4°F Latent gain: 3266 Btuh Entering coil WB: 64.7°F Indoor design DB: 75.0°F Total gain: 35462 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Amana Model: ASZ140421 K*+ASPT49D 14A* Actual airflow: 1333 cfm Sensible capacity: 31600 Btuh 98% of load Latent capacity: 8400 Btuh 257% of load Total capacity: 40000 Btuh 113% of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 20932 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Amana Model: ASZ140421K*+ASPT49D14A* Actual airflow: 1333 cfm Output capacity: 39000 Btuh 186% of load Capacity balance: 23 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1333 cfm Output capacity: 6.1 kW 100% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2019-Oct-31 10:51:59 wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 2 ACcP ...rnes Residence, 334 Oceanwalk Dr S,Atl Bch.rup Calc=MJ8 Front Door faces: N ProjectSummaryJob: wrightsoft- � Date: 10/9/19 1st FI Left By: M.Ellis Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone:904-268-3670 Fax: 904-268-3670 Email:edslax@gmail.comi Pro'ect Information For: Brynes Residence 334 Ocean Walk Dr S, Atlantic Beach, FL Notes: Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 75 °F Design TD 30 °F Design TD 19 °F Daily range L Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 10032 Btuh Structure 7912 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 7167 Btuh Piping 0 Btuh Equipment load 10032 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 15079 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1166 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft') 1100 1100 Equipment latent load 1t Btuh Volume (ft3) 8910 8910 Air changes/hour 0.32 0.15 Equipment total loaq 1.�5 Btuh Equiv.AVF (cfm) 48 22 Req. total capacity at 0.72 SHR ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Amana Trade AMANA Trade AMANA Model ASZ140181 K* Cond ASZ140181 K` AHRI ref 8245355 Coil ASPT25B14A* AHRI rAf 8245355 Efficiency 8.2 HSPF Efficiency 12.0 EER, 15 SEER Heating input Sensible cooling 12600 Btuh Heating output 17200 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 26 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.060 cfm/Btuh Air flow factor 0.076 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.93 Capacity balance point = 25 °F Backup: Input = 3 kW, Output = 10032 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. .� Wri fltsoft 2019-Oct-3110:48:32 9 Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 ACCk ...rnes Residence, 334 Oceanwalk Dr S,Atl Bch.rup Calc=MJ8 Front Door faces: N Project SummaryJob. wrightsoft Date: 10/9/19 1st Fl Right/2nd By: M.Ellis Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville. FL 32223 Phone: 904-268-3670 Fax: 904-268-3670 Email:eds.jax@gmail.comi Project Information For: Brynes Residence 334 Ocean Walk Dr S, Atlantic Beach, FL Notes: Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 75 °F Design TD 30 °F Design TD 19 °F Daily range L Relative humidity 50 Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 20932 Btuh Structure 22981 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 9215 Btuh Piping 0 Btuh Equipment load 20932 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sen i e load 32196 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 3266 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 2375 2375 Equipment latent load 3266 Btuh Volume(ft3) 21894 21894 Air changes/hour 0.32 0.15 Equipment total load 35462 Btuh Equiv.AVF (cfm) 116 55 Req. total capacity at 0.72 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Amana Trade AMANA Trade AMANA Model ASZ140421 K* Cond ASZ140421 K* AH RI ref 8245367 Coil ASPT49D14A* AHRI ref 8245367 Efficiency 8.5 HSPF ktticiency 12.5 EER, 15 SEER Heating input Sensible cooling 28000 Btuh Heating output 39000 Btuh @ 47°F Latent cooling 12000 Btuh Temperature rise 27 °F Total rnnlinQ 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.064 cfm/Btuh Air flow factor 0.058 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.91 Capacity balance point = 23 °F Backup: Input = 6 kW, Output = 20932 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wrl f1tSOft' 2019-Oct-3110:48:32 .►. 9 Right-Suite®Universal 2017 17.0.17 RSU17457 Page 2 ACG ...rnes Residence. 334 Oceanwalk Dr S,At!Bch.rup Calc=MJ8 Front Door faces: N i N 1st Floor 1_. : cfm 4" • 6 M Bath 1�: 7e7cf 'R 87 cfm 4 Master Bed Family Room 6" WIC 4" P1 0 87 cfm 33 •PI 6" 6„ 12" 800 hV P. op 6.6•" • 6..+'�� .: :TO 88 cfh Bath 1 10" 4 FA 29 cfm l 1113 f Hall M 'chen Breakfast Foyer • 12 cfm 6" Sitting � � :' .. e00 cfm �� 6" '�� 143 cfm 97 cfm 4' 6" 6" t Bed 1 `1 3*!* - :9 cfm A4136 cf 'an ry --_, au" :3 cfm �5' Job#: Scale: 1 : 100 Performed for: Page 1 Brynes Residence Exclusively for the use of: Right-Suite®Universal 2017 334 Ocean Walk Dr S Island Air 17.0.17 RSU17457 Atlantic Beach,FL 2019-Oct-31 10:53:12 ...334 Oceanwalk Dr S,Atl Bch.rup 2nd Floor WIC 2 204 cfm 4" e 39 cfn 14" Loft Bed 2 158 cfm •-� 156 dm 102 fm 10" 7" 6" 6" e •' cfm 3 25 cfm Bath 2 6" 10" 4„ 8" 181 cfm 25 cfp Bed 5 . 2 154 cfm :ath 3 , � .0 cfm 6" 8. _ 133 cfm 6" � 133 cf a� 133 cfm Bed 4 I Bed 3 8" 60 cfm Job #: Scale: 1 : 100 Performed for: Page 2 Brynes Residence Exclusively for the use of: Right-Suite®Universal 2017 334 Ocean Walk Dr S Island Air 17.0.17 RSU17457 Atlantic Beach,FL 2019-Oct-31 10:53:12 ...334 Oceanwalk Dr S,Atl Bch.rup 4 wrightsoft` Duct System Summary Date: 1st Fl Left By: Exclusively for the use of., Island Air Project Information For: Brynes Residence 334 Ocean Walk Dr S,Atlantic Beach, FL Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/ return available pressure 0.374/ 0.126 in H2O 0.374/0.126 in H2O Lowest friction rate 0.301 in/100ft 0.301 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 166 ft Supply Branch Detail Table I Design Htg I Clg I Design I Diam H x W Duct I Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 1 c 635 26 29 0.477 4.0 Ox 0 VIFx 8.5 70.0 Bed 1 h 2953 143 143 0.486 6.0 Ox 0 VIFx 7.1 70.0 M Bath h 1610 78 77 0.319 4.0 Ox 0 VIFx 27.2 90.0 st1 M Bath-A h 1610 78 77 0.315 4.0 Ox 0 VIFx 28.8 90.0 st1 Master Bed c 1926 85 87 0.306 6.0 Ox 0 VIFx 32.5 90.0 st1 Master Bed-A c 1926 85 87 0.307 6.0 Ox 0 VIFx 32.1 90.0 st1 Sitting h 2794 136 135 0.503 6.0 Ox 0 VIFx 4.5 70.0 Sitting-A h 2794 136 135 0.491 6.0 Ox 0 VIFx 6.3 70.0 I wic I c 7281 331 33 I 0.3011 4.01 Ox 0 1 VIFx I 34.3 90.0 1 st1 Supply Trunk Detail Table I I Trunk I Htg I Gig I Design I Veloc 1 Diam I H x W I Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 359 359 0.301 659 10.0 0 x 0 VinIFIx Return Branch Detail Table I I Grille 1 Htg I Clg 1 TEL I Design I Veloc I Diam I H x W I Stud/Joist 1 Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 800 800 41.7 0.301 1019 12.0 Ox 0 VIFx Bold/italic values have been manually overridden 2019-Oct-31 10:53:09 ,t wrightsoft�' Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 ACCP ...rnes Residence, 334 Oceanwalk Dr S,Atl Bch.rup Calc=MJ8 Front Door faces: N 0) N 0 .Y 0.5" m C co co co N N N N o 0- 2 N N Iii N N N M U C:7-.-.-'-' y_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q Q ch I Lf) Lf) Cf) In I L() ui In U) Ln U) U) Ln U) U7 U) U) O L.C) OOr- 0) - - 0) O) - - — - CO CO CO CO O) 0) 0) N 0000 "- ,. 0)NNNNc) -3 p CO C = = = = ' E C I- OQ100000NN- N MNNON ON00 ,- N C C C C C UQJ NN v 00 4 N O 7t N L. 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E E E E % o < c c c U r)1 3 {O) N Cl 3 .� O m m m m m a� m m co m m o ca o o m X L 1 Q U p m co CO m m CO f0 [t1 LL LL LL LL LL Y J J J O_ > W _ Wa < cn _JQI- , Supply Trunk Detail Table Trunk Htg Clg Design Veloc I Diam I H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 343 351 0.240 644 10.0 0 x 0 ViniFlx st3 Peak AVF 325 326 0.243 739 9.0 0 x 0 VinIFIx Return Branch Detail Table I I Grille Htg Clg I TEL !Design Veloc IDiam I H x W Stud/Joist Duct I Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb10 Ox 0 365 345 47.8 0.336 464 12.0 Ox 0 VIFx rb5 Ox 0 197 204 46.4 0.347 191 14.0 Ox 0 VIFx rb4 Ox 0 157 158 48.4 0.332 290 10.0 Ox 0 VIFx rb8 Ox 0 133 133 61.5 0.262 382 8.0 Ox 0 VIFx rt1 rb7 Ox 0 59 60 67.0 0.240 173 8.0 Ox 0 VIFx rt1 rb6 Ox 0 148 154 44.1 0.365 441 8.0 Ox 0 VIFx rb2 Ox 0 369 365 0 0 0 0 Ox 0 VIFx I rb9 Ox 0 173 I 181 I 48.0 I 0.3351 5181 8.01 Ox 0 I VIFx I rt1 Return Trunk Detail Table I I Trunk I Htg 1 Clg I Design I Veloc I Diam I H xW I Duct I I Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 365 374 0.240 686 10.0 0 x 0 ViniFlx Boldritalic values have been manually overridden 2019-Oct-31 10:53:09 wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 3 ACC ...rnes Residence,334 Oceanwalk Dr S,Atl Bch.rup Calc=MJ8 Front Door faces: N Lumber design values are in accordance with ANSI/I-PI 1 section 6.3 Not These truss designs rely on lumber values established by others. MiTek OFFICE COPY RE: J190666-R - Byrnes Residence MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 . Customer Info: Byrnes Building Company Project Name: . Model: . Lot/Block: . Subdivision: . Address: 334 Ocean Walk Dr S, . City: Atlantic Beach State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 14 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I heFeby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T18499755 A01 10/28/19 2 T18499756 A02 10/28/19 3 T18499757 B01 10/28/19 4 T18499758 B02 10/28/19 5 T18499759 B03 10/28/19 6 T18499760 B03-SPL 10/28/19 7 T18499761 B04 10/28/19 8 T18499762 CO1 10/28/19 9 T18499763 CO2 10/28/19 10 T18499764 CO3 10/28/19 11 T18499765 C04 10/28/19 12 T18499766 F01 10/28/19 13 T18499767 F02 10/28/19 14 T18499768 F03 10/28/19 , • The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. ��"1111S 11HA. �/��,� under my direct supervision based on the parameters ,. OO <@ ,,• provided by Manning Building Supplies. ,,��Z`•••\-\G.E•NSF..97i/•• • Truss Design Engineer's Name: Albani, Thomas •j:o My license renewal date for the state of Florida is February 28, 2021. • = IMPORTANT NOTE:The seal on these truss component designs is a certification :1 STATE OF : � that the engineer named is licensed in the jurisdiction(s)identified and that the O••, 4/ designs comply with ANSI/TPI 1. These designs are based upon parameters .• '� ••; ` 0 P:•• `� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �tS R �?,�� TRENCO's customers iven to MiTek or fi eOreference. Any rpu poseoject eonly,cific land was onot taken n into accos for unt in the Tek's or ''tis�O N Al-t 0 preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, Thomas A.AlbanI PE No.39380 the building designer should verify applicability of design parameters and properly MITek USA,Inc.FL Cert 6634 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: October 28,2019 Albani, Thomas 1 of 1 Job • Truss Truss Type Qty Ply Byrnes Residence ' ' T18499755 J;90666-R A01 Monopitch Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 Mitek Industries,Inc. Mon Oct 28 12:58:13 2019 Page 1 ID:npuOaDOx5JEH2W sLE87PXgyPwgM-jnNHdkAFvAwtXTNw7by8Rui DxV M2lN5?a_Ia5TyOIV8 -2-0-0 2-0-0 2-0-0 i 2-0-0 Scale:t•=1' 3 1.5x4 II 6 iq...iiiiiia a6.004 2 d d PA All 4 1 3x4= 1.5x4 I I Plate Offsets(X,Y)- 12:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.01 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.01 1 n/r 120 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P I Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, ROT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=6/2-0-0,2=242/2-0-0 Max Horz 2=70(LC 12) Max Uplift 4=-5(LC 9),2=-211(LC 12) Max Gray 4=51(LC 12),2=242(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-2-0-13 to 0-11-3,Exterior(2)0-11-3 to 1-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 1S A.1%11111l/ii� �� 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .,%0%4 N. A£e ,ice 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `s% sZ••• G•E. 8••.'9� •�'i will fit between the bottom chord and any other members. •• 0 Cc •• / • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) = No 39380 2=211. • 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. =-° ' 7 CC; O••�"!i '<v: .0��F . O R ,O•••.�• ,"' .,,,, /oNA`��`‘N. 1111111 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 28,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1.15-7473 rev.10/03r2015 BEFORE USE. • Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVI%t Duality Uteri],Ds6419 and SCSI Building Component 6904 Parke East Blvd. Safety Motmattonovoiloble from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job • Truss Truss Type Qty Ply Bymes Residence ' T18499756 J190666-R A02 Monopitch 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 8 Oct 9 2019 MiTek Industries,Inc. Mon Oct 28 12:58:14 2019 Page 1 ID:npuOaDOx5JEH2WsLE87PXgyPwgM-Bzxfg3BtgU2k9dx7hJTN_6FUrvh1UgL9oe17dvyOtV7 -2-0-02-0-0 I 2-0-0 2-0-0 Scale:1".1' 3 1A/11013.00 1.5x4 II 121112ll dillEMBI:::a IIIAE.:: a 8 '/ 4 1 3x4= 1.5x4 I I I 2-0-0 I 2-0-0 Plate Offsets(X,V)— [2:0-0-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 7 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:11 lb FT=20 I LUMBER- • BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=6/Mechanical,2=242/0-3-8 Max Horz 2=71(LC 12) Max Uplift 4=-5(LC 9),2=-211(LC 12) Max Gray 4=51(LC 12),2=242(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-13 to 0-11-3,Interior(1)0-11-3 to 1-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ``�>,1 S I t I/////1� 4) Refer to girder(s)for truss to truss connections. ,�O_PS A. ,q, ,,',i 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) ,� e 2=211. �.`,``Z`,.••�G•E•Ns• ,9�, •' No 39380 ''iC�S'•••. O R \O• �N .. �, , ` s‘N '� S�O NAL • Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 28,2019 -- A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSU1Pl1 Quality Criteria,DSB-59 and SCSI lidding Component 6904 Parke East Blvd. Safety Mfonnalbnavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job • Truss Truss Type Qty Ply Byrnes Residence T18499757 J190666-R B01 Monopitch Supported Gable 1 1 'Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Mon Oct 28 12:58:15 2019 Page 1 ID:npuOaDOx5JEH2 W sLE87PXgyPwgM-f9V22PBVQnBbmnW J F0_cW JOCBJZI DGVI1 IngALyOtV6 -2-0-0 22-0-0 I 2-0-0 l 22-0-0 Scale=1:59.9 1.5x4 II11 1.5x4 II 10 1.5 1 6.00 I12 21 °D 9 ■ N 1.5x4 II I■■■, , 1.5x4 II12 II 13 2x4 II 1.5x40111 m 2x4 11 f9 y 14 6 m 1.5x4 II i 5 J S�w 15x4 I I 4 2x4 5x5 SII 'I/ 6 2^ I as B �' 17 8x8 5.00 f•1 2x4 II 3x5 0004 19 2x4 I I 3 2x4 11 20 2 'V ♦ I 1 '• .•7.7.7.7......•.. ...•.•.•.• e •..........•• •.•............• 5x10 \\ 22-0-0 22-0-0 Plate Offsets(X,Y)- [2:0-5-12,0-2-8],[4:0-2-8,0-3-4],[16:0-4-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.01 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.04 1 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.07 Horz(CT) -0.00 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight:114 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.2 10-0-0 oc bracing:2-19,17-18. REACTIONS. All bearings 22-0-0. (Ib)- Max Horz 2=428(LC 12) Max Uplift All uplift 100 lb or less at joint(s)12,13,14,15,16,2 except 17=-107(LC 12),18=-186(LC 1), 19=-284(LC 12) Max Gray All reactions 250 lb or less at joint(s)12,13,14,15,16,17,18 except 19=680(LC 1),2=363(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-597/224,4-5=-427/145,5-6=-433/174,6-7=-350/138,7-8=-293/121 WEBS 4-19=-373/398 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-2-0-13 to 0-11-3,Exterior(2)0-11-3 to 21-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber ,,011111111j11 DOL=1.60 plate grip DOL=1.60 ��-A S A. 1/�' 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ,•� .. q B , Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. `•,� � .••\C•E•N S+•• '921s� 3)Gable requires continuous bottom chord bearing. , •• N F•••. • • 4)Gable studs spaced at 2-0-0 oc. • i 1.: 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O *3 8 0 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ::"):4 •will fit between the bottom chord and any other members.7) Bearing at joint(s)12,13,14,15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should -verify capacity of bearing surface. • 1.- -• I ,••LC/v.1- 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)12,13,14,15,16, •', y-i �<C/2 except(jt=lb)17=107, 18=186,19=284. i '" P9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)12,13,14,15,16,17,18,19,2. j��s..•.�R 1�'`\�?``�` '��,,�1p N A��\��•• Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 28,2019 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Criteria,DSII-419 and ICSI Sinding Component 6904 Parke East Blvd. Safety Inlonnallonovoiloble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Bymes Residence 118499758 J190666-R B02 Monopitch 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Mon Oct 28 12:58:15 2019 Page 1 I D:npuOaDOxSJ EH2 W sLE87PXgyPwgM-f9V22 PBVQnBbmnW JF0_cW JoW IJgZD7711 IngALyOtV6 -2-0-0 7-5-3 14-6-13 22-0-0 2-0-0 7-5-3 7-1-11 7-5-3 Scale=1:65.7 6 4x7 4 6.00 12 r ,53._„ .,:,,N 5x5 i /i.. 5 / 7 vr I� 5x5 N 5x5 .i a ,000000000111011111 8 4 kits, 6x6 5.00 •12 4x4 4x4 3 9 16 0 1.5x4 II ��2 // 1 8x8 11 7-5-3 14-6-13I 22-0-0 7-5-3 7-1-11 _ 7-5-3 Plate Offsets(X,V)-- [2:0-5-10,Edge],[4:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.45 8-9 >580 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.71 8-9 >370 180 BCLL 0.0 * Rep Stress Incr YES WB 0.67 Horz(CT) 0.04 15 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 5-0-11 oc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS T-Brace: 2x4 SP No.2-5-7 2-8:2x4 SP 2250F 1.9E Fasten(2X) T and I braces to narrow edge of web with 10d WEBS 2x4 SP No.2 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. OTHERS 2x4 SP No.2 Brace must cover 90%of web length. SLIDER Left 2x6 SP No.2-H 3-11-15 REACTIONS. (lb/size) 2=925/0-3-8,15=782/Mechanical Max Horz 2=458(LC 12) Max Uplift 2=-305(LC 12),15=-379(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-3406/1480,4-5=-2646/1109,5-6=-275/50,7-10=-322/695,6-10=-322/695 BOT CHORD 2-9=-1810/3215,8-9=-1837/3269,7-8=-1342/2544 WEBS 4-8=-683/468,5-8=-42/416,5-7=-2192/1131,6-15=-838/452 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. �r111111l111g, II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-13 to 0-11-3,Interior(1)0-11-3 to 21-6-12 zone;cantilever .,O�P.S A. 4 I',,,, left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber •S •, DOL=1.60 plate grip DOL=1.60 .` .••\G E•Ns Cr•• '9i, .� 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. " •• F•••• / • 3) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. No 39380 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify - • capacity of bearing surface. -fl: II- .C' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) .I�- ; -C/ 2=305,15=379. I.0 •. �� .••4/ 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. i'T�S R n P•.'Z- Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 28,2019 1 mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 601-7473 rev.10N32015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M[Tek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPl1 Quality Gillette,DSB49 and SCSI Belding Component 6904 Parke East Blvd. Safely IMonnationovalloble from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Oty Ply Bymes Residence T18499759' J190666-R B03 Roof Special 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 Mitek Industries,Inc. Mon Oct 28 12:58:17 2019 Page 1 ID:npuOaDOx5J EH2 W sLE87PXgyPwgM-cYdoS5DmyORJ04gi M R04bktrW 6Zhh1 AbVcGnEEyOtV4 25-8-2 24-9-0 2 O-0 6-7-11 12-11-13 19-4-0 23-9-0 2- 29-8-9 33-9-0 40-10-12 48-6-0 50-6-0 1 2-0-0 6-7-11 I 6-4-2 I 6-4-3 I a-s-0 0'6� I a-0-7 { a-o-7 7-1-12 I 7-7-4 2-0-0 SHOP FABRICATE SCAB TRUSS(SHOWN AS SHADED AREA ON TRUSS 0-6-0 Scale:1/8'=1' AND DESIGN DRAWING T18499760)USING THE LUMBER AND PLATES INDICATEEL00 12 0-11-2 ATTACH SCAB TRUSS TO ONE FACE OF EXISTING TRUSS 718499759 WITH(0.131"X )NAI45 i (INTO ALL ALIGNING MEMBERS)PER THE FOLLOWING NAIL SCHEDULE: . . 2x3's-1 ROW,2x4's-2 ROWS,2x 6'S AND LARGER-3 ROWS: 388 SPACED 0 2"O.C. USE 2"MEMBER END DISTANCE. 2x4 II 9 10 e 7 .0s?"' 3x5 J 7.00 12 3x5%36 6 1137 4x7 5x5� - / �, 12 L4 21 5 �� 5x10 MT2OHS 25 3a6= 4x10 20�,A ' Sx4 0 3x5 ``', m 3x6 I 5x5 4x7 C 19 \ 13 5x5 26 , 5x12 5x5 i iii1/ 5.00 12 .r rn 3 5x10 MT2OHS% ¢ 38 2 27 1 ./f..'.1:40 2x4 I I TRUSS TO BE F LD CONNECTION HERE \ o ' ``4 iv 0 7x10 WITH SCAB T USS T184997760 1817 39 16 15 5x5 = 3x8 MT2OHS II 3x5 = 25-8-2 6-7-11 i 12-11-13 i 19-4-0 I 23-9-0 24-s- l 29- e-9 I 33-9-0 33-10.8 40-10-12 4e-6-0 6-7-11 6-4-3 6-4-3 4-5-0 1-0-0 4-0-7 4-0-7 04-8 7-0-4 7-7-4 0-11-2 Plate Offsets(X,Y)-- [2:0-2-14,0-5-3],[5:0-2-8,0-3-0],[10:0-2-10,0-2-8],[13:0-5-0,0-3-0],[14:0-1-3,Edqe],[26:0-5-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.91 Vert(LL) -0.60 26-27 >679 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -1.12 26-27 >362 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.70 Horz(CT) 0.65 18 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:286 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 10-13,1-5:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 3-1-8 oc bracing. BOT CHORD 2x4 SP No.2'Except' WEBS T-Brace: 2x4 SP No.2-5-25,16-19 23-26,19-23,2-26:2x4 SP 2250F 1.9E 2x6 SP No.2-13-19 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.2 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. SLIDER Left 2x6 SP No.2-H 3-11-15 Brace must cover 90%of web length. REACTIONS. (lb/size) 18=2806/(0-3-0+bearing block) (req.0-3-5),14=-55/0-3-8,2=1061/0-3-8 Max Hoa 2=404(LC 11) Max Uplift 18=-722(LC 12),14=-422(LC 10),2=-537(LC 12) Max Gray 18=2806(LC 1),14=282(LC 11),2=1061(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-4226/1694,4-5=-4199/1570,5-6=-2455/784,6-7=-585/0,7-9=-321/3, 9-10=-270/68,11-12=-357/1856,12-13=-1167/5218,13-14=-182/1180 BOT CHORD 2-27=-1403/4248,26-27=-1422/4317,25-26=-1221/4316,24-25=-288/2518, 23-24=-197/828,22-23=-462/617,21-22=-277/893,20-21=-1587/881,19-20=-4702/1500, 18-19=-2757/836,12-19=-2495/712,14-16=-898/196 `,111111111IIIII WEBS 5-26=-3/292,5-25=-1627/867,6-25=-240/664,10-21=-42/425,11-21=-189/1710, ��`��1,S A A< ��i 11-20=-1613/349,12-20=-595/2972,16-19=-1199/258,13-19=-3529/1248, `% O Sr 13-16=-119/997,9-22=-124/1709,9-21=-2560/397,6-24=-1757/847,7-24=-9/403 %• ..r ,••\G•E N d'•,'92'i. NOTES- No 39380 1)2x4 SP No.2 bearing block 12"long at jt.18 attached to front face with 2 rows of 10d(0.131"x3")nails spaced 3"o.c.8 Total fasteners.Bearing is assumed to be SP No.2. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=49ft;eave=6ft;Cat. :"0• 40101111111.11111".150 • CC II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-13 to 2-9-7,Interior(1)2-9-7 to 25-8-2,Exterior(2)25-8-2 .' y?1,;�: ; [./ to 30-6-5,Interior(1)30-6-5 to 50-6-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members .0 •, `i 4/ and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 %'� ( Q p;•• `�� 4)All plates are MT20 plates unless otherwise indicated. ie O R ] \� `% 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '/SSi• •• ••C. %•` 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �•//411111110' N A ``` will fit between the bottom chord and any other members,with BCDL=10.0psf. 7) Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Thomas A.Mani PE No.39380 capacity of bearing surface. MITek USA,Inc.FL Cert 6634 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6904 Parke East Blvd.Tampa FL 33610 18=722,14=422,2=537. Date: 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. October 28,2019 I Me. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria.D5549 and ICSI Building Component 6904 Parke East Blvd. Safely tfotmaManavailoble from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job - Truss Truss Type . Qty Ply Bymes Residence 718499760 J,190666-R B03-SPL ROOF SPECIAL 7 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.320 e Oct 9 2019 MiTek Industries,Inc. Mon Oct 28 14:10:12 2019 Page 1 ID:npuOaDOx5J EH2 W sLE87PXgyPwgM-OSXXF8coahaDf7bgbQ W inW_DbLiniX0gvLz7pHyOtJv l 4-6-12 1 5-6-12 i 6-5-14 l 10-8-1 4-6-12 1-0-0 0-11-2 4-2-3 5x5 Scale=1:36.1 SCAB TRUSS 3x8- 4 7.00112 • 8.00 12 3k 2x4 II 2 r 12 19 • 3x5- 1 filWropritoi 0.'�B11, 3x6 II 4x1 I6 5.00 12 11 3x4 H 6 3x4 II 5-6-12 4-6-12 -0-1 6-5-14 10-7-15 10-0-1 I 4-6-12 10-11-2 I 4-2-0 -2 0-6-0 Plate Offsets(X,Y)-- [4:0-2-9,0-2-5],[7:0-2-13,0-2-0],[9:0-2-14,0-0-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.03 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.04 10-11 >999 180 BCLL 0.0 • I Rep Stress Incr YES WB 0.13 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 1 Code FBC2017/TP12014 Matrix-MSH Weight:74 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except[PS] BOT CHORD 2x4 SP 2250F 1.9E end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ```11%111111ggIII 4. ow.�p,S A. A4 .f1„ •'\.. F i No 39380 i.33 .,�. '�C/.. 0, cc.` .ORI . t-?\•, tO Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 28,2019 1 I ter_ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10A3/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 'i fabrication,storoge,delivery,erection and bracing of trusses and truss systems.see/MI/TIMD Ctlfena,DS6.6 '9 and 6051 Belding Component 6904 Parke East Blvd. Safety Ylfotmallonavailable from Truss Rate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job - Truss Truss Type • Oty Ply Bymes Residence ' T18499761 J190666-R B04 Monopitch Supported Gable 1 1 Job Reference(optional) , Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Mon Oct 28 12:58:18 2019 Page 1 ID:npuOaDOx5JEH2 W sLE87PXgyPwgM-4kBAgREOjiZAdE Fuw9YJ8y08V W 3Z0eukj G?KmgyOtV3 -2-0-0 6-6-0 2-0-0 j 6-6-0 Scale=1:26.1 1.5x4 II 6 7.00 12 1.5x4 II i 5 P 1.5x4 11 �i ., 3x4 4 3 2 ,111114,A11111:1 ■ ■ 1 4x10 H 9 8 7 1.5x4 II 1.5x4 H 1.5x4 2x4= 6-6-0 6-6-0 Plate Offsets(X,Y)-- [2:0-3-8,Edge],[2:0-1-9,Edge] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.01 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.01 1 n/r 120 BCLL 0.0 ' I Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 6-6-0. (Ib)- Max Horz 2=194(LC 11) Max Uplift All uplift 100 lb or less at joint(s)7,8,9 except 2=-180(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,7,8,9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45ft;L=24ft;eave=2ft;Cat. 11;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-2-0-14 to 0-11-2,Exterior(2)0-11-2 to 6-4-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ``ot t t t I1l/I,. 3)Gable requires continuous bottom chord bearing. `O� S A. ZI, 4)Gable studs spaced at 2-0-0 oc. `%S oP ;q<e ei, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `•N �O••�(',E•N s•• "92'i� 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide : k ••• ' F•••• / will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8,9 except N O 39380 •(jt=lb)2=180. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. _ • ::::::.# S.. O R \O•.•C:..S.\`�. Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 28,2019 rr_ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. lot Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSVTPI1 Qualify Cdt.da,DS649 and ICSI Building Compono& 6904 Parke East Blvd. Safety Infomlafonovailoble from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job • Truss Truss Type , Qty Ply Byrnes Residence ' 118499762 J190666-R CO1 Common Supported Gable 1 1 Job Reference(optional) , Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Mon Oct 28 12:58:20 2019 Page 1 ID:npuOaDOx5JEH2W sLE87PXgyPwgM-07Jx57FeFJputYPH 1 ZanDNVVj KkBuW N 1 BaU RrZyOtV 1 1-6-0 12-6-0 25-0-0 26-6-0 1-6-0 I 12-6-0 I 12-6-0 i 1-6-0 Scale=1:51.0 4x4= 9 S - 10 7.00 Fri 7 11 6 12 h. I. 13 5 3x4 14 15 3x4 4 3 r 16 Q B B B & Q B 8 B 6 __ 17 16 3x8 II 3x8 II 28 27 26 25 24 23 22 21 20 19 18 5x5 = 25-0-0 i 25-0-0 Plate Offsets(X,Y)— [2:0-3-8,Edge],[23:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 17 n/r 90 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.03 17 n/r 80 BCLL 0.0 ' Rep Stress lncr YES WB 0.16 Horz(CT) 0.01 16 n/a n/a BCDL 10.0 1 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.01 17 n/r 120 Weight:157 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 25-0-0. (Ib)- Max Horz 2=-232(LC 10) Max Uplift All uplift 100 lb or less at joint(s)24,25,26,27,28,22,21,20,19,18 except 2=-163(LC 12), 16=-163(LC 12) Max Gray All reactions 250 lb or less at joint(s)23,24,25,26,27,28,22,21,20,19,18 except 2=251(LC 1),16=251(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 8-9=-214/257,9-10=-214/257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=25ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-2-0-14 to 0-11-2,Exterior(2)0-11-2 to 12-6-0,Comer(3)12-6-0 to 15-6-0,Exterior(2)15-6-0 to 27-0-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members ,`1111111 I t I g ii and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •%% S A. /I, 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry `% O�P AB �� Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �� ,•'�G•E•N S•• -1//, i� 4)All plates are 1.5x4 MT20 unless otherwise indicated. : . •• \ F•'•• , 5)Gable requires continuous bottom chord bearing. No 39380 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - • will fit between the bottom chord and any other members. - "0 1. � 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)24,25,26,27,28, ,,�:1;„:0:15:::::22,21,20,19, 18 except(jt=1b)2=163,16=163. 1.0••, L`/ Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 28,2019 r.INI Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPIU Quality CANAo,D5549 and SCSI Bolding Component 6904 Parke East Blvd. Softly Infonnallarovailable from Truss Rate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job • Truss Truss Type Oty Ply Byrnes Residence T18499763 J190666-R CO2 Common 17 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 B Oct 9 2019 MiTek Industries,Inc. Mon Oct 28 12:58:21 2019 Page 1 I D:npuOaDOx5JEH2 W sLE87PXgyPwgM-UJsJ ITGGOdxI Ui_TbH5Oma2eRkwAdxnBPEE?N?yOtV0 -1-6-0 i 6-4-12 I 12-6-0 18-7-4 i 25-0-0 26-6-0 1-6-0 6-4-12 6-1-4 6-1-4 6-4-12 1-6-0 Scale=1:51.9 5x5= 5 ft 20 21 7.00 ' 1.5x4\\ 1.5x4// 4 6 3x4 i 3x4 3 7 2 O ` I i1 i II m j 9 h d 11 22 23 10 - 5x5= 3x4= 3x6 II 3x6 II 8-5-3i 16.6-13 I 25-0-0 i 8-5-3 8-1-11 8-5-3 Plate Offsets(X,Y)-- [2:0-3-7,0-0-1],[8:0-3-7,0-0-1],[11:0-2-8,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.21 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.31 10-11 >980 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2-H 2-0-0,Right 2x4 SP No.2-H 2-0-0 REACTIONS. (lb/size) 2=1010/0-3-8,8=1010/0-3-8 Max Horz 2=-233(LC 10) Max Uplift 2=-417(LC 12),8=-417(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1320/527,4-5=-1334/565,5-6=-1334/565,6-8=-1320/527 BOT CHORD 2-11=-316/1232,10-11=-114/819,8-10=-333/1109 WEBS 5-10=-208/578,6-10=-383/261,5-11=-208/578,4-11=-383/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=25ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-14 to 1-5-2,Interior(1)1-5-2 to 12-6-0,Exterior(2)12-6-0 to 15-6-0,Interior(1)15-6-0 to 26-6-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members ``��11111111//� and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� S A. �I, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �•� 0 •. q�e �e,� 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �•`�•r• .•• C E N S••.'92 •� will fit between the bottom chord and any other members,with BCDL=10.0psf. •• F •• • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • 2=417,8=417. No 39380 1:.:#5:07.. ,. '... .C.1.*-:I:i; i ce i p • • • Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 28,2019 MINIM 1S 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSl/tPl1 Quality Criteria,DS6-$9 and ICSI Bolding Component 6904 Parke East Blvd. Safety Infomlatkmavalloble from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job • Truss Truss Type Qty Ply Byrnes Residence T18499764 J190666-R CO3 Common 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Mon Oct 28 12:58:21 2019 Page 1 ID:npuOaDOx5JEH2WsLE87PXgyPwgM-UJsJITGGOdxIUi_TbH50ma2eSkwpdxfBPEE?N?yOtVO -1-6-0 6-4-12 12-6-0 18-7-4 24-8-8 1-6-0 I 6-4-12 l 6-1-4 i 6-1-4 l 6-1-4 Scale=1:50.4 5x5= 5 19 2°7.00 12 1.5x4 \\ 1.5x4 // 4 6 21 3x4- 3x4 7 3 B 31 2i IS u Io 10 22 23 9 6x6= 3x4= 3x8 II 3x6 II 8-4-0 16-8-0 24-8-8 I 8-4-0 8-4-0 i 8-0-8 I Plate Offsets(X,V)— [2:0-3-7,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.24 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.35 9-10 >845 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:126 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2-H 2-0-0,Right 2x4 SP No.2-H 2-0-0 REACTIONS. (lb/size) 8=912/Mechanical,2=1002/0-3-8 Max Horz 2=224(LC 11) Max Uplift 8=-326(LC 12),2=-415(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1307/527,4-5=-1329/570,5-6=-1288/575,6-8=-1297/532 BOT CHORD 2-10=-371/1208,9-10=-154/790,8-9=-360/1055 WEBS 4-10=-382/261,5-10=-211/590,5-9=-198/544,6-9=-345/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=25ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-14 to 1-5-2,Interior(1)1-5-2 to 12-6-0,Exterior(2)12-6-0 to 15-6-0,Interior(1)15-6-0 to 24-8-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members ,`��1111111 f fl. and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0% S A. its 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %S 0 •. q<6. •• , 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide %•�� .•'.c•EN S•• '92-ice will fit between the bottom chord and any other members,with BCDL=10.0psf. •• 0 F •• 5)Refer to girder(s)for truss to truss connections. N o39380 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .....:::..05:0,,...... 41.0 .10:0. ;.0...\.....:1:44/:c ci...:.; 8=326,2=415. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 28,2019 -0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE M5-7473 rev.10103/2015 BEFORE USE. Mi' Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPII Quality Criteria,DS649 and BCSI Building Component 6904 Parke East Blvd. Safety Informafonavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandrio,VA 22314. Tampa,FL 33610 Job • Truss Truss TypeQty Ply Byrnes Residence 118499765 J190666-R C04 Common Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Mon Oct 28 12:58:23 2019 Page 1 ID:npuOaDOx5JEH2W sLE87PXgyPwgM-Qi_3j81 XYE BTk?8rj i7Ur?70pXZ25t5TtYj5StyOtV_ -1-6-0 12-6-0 25-0-0 1-6-0 j 12-6-0 I 12-6-0 4x4= Scale=1:55.8 9 B 10 7.00 I12 7 11 • 6 12 r- ^ 5 13 3x4 i 3 4 14 • 4.* - - 1 I! w 8 5 I 1 ••••••• • ••••• •• ••:•• ••••:: • ••••: • ••••:••:•••• ••••• : •:•::::::::: ••:••• : � 6x6� 2x4112x4II2x4 11 2x4 II2x4H 2x4 H 2x4II 2x4II 2x4 11 16 34 b 27 26 25 24 28 23 29 22 30 21 31 20 32 19 33 18 17 2x4 I I 3x8 HTU26 HTU26 8x8= HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 I 21-3-8 25-0-0 21-3-8 3-8-8 Plate Offsets(X,V)— [2:0-1-6,0-3-0),[22:0-4-0,0-4-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.02 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.03 15-16 >999 180 BCLL 0.0 • Rep Stress lncr NO WB 0.09 Horz(CT) 0.00 15 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight:168 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 21-3-8 except(t=length)15=0-3-8,17=0-3-8. (Ib)- Max Horz 2=225(LC 7) Max Uplift All uplift 100 lb or less at joint(s)27,18 except 2=-154(LC 8),15=-389(LC 5),22=-361(LC 7), 23=-487(LC 8),24=-374(LC 8),25=-126(LC 25),26=-112(LC 8),21=-469(LC 8),20=-455(LC 8),19=-510(LC 8),17=-942(LC 8) Max Gray All reactions 250 lb or less at joint(s)25,26,27,18 except 2=255(LC 1),15=917(LC 1),22=868(LC 1),23=964(LC 17),24=720(LC 1),21=928(LC 18),20=883(LC 1),19=999(LC 18),17=1845(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=25ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `.01111114/11/ 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ,%" S A. �I� Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ,,� . g4,e Iii 4)All plates are 1.5x4 MT20 unless otherwise indicated. �%`,�O••,C E•N s:**-"9, ' 5)Gable studs spaced at 2-0-0 oc. •• � F •• 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)27,18 except - • 2=154,15=389,22=361,23=487,24=374,25=126,26=112,21=469,20=455,19=510,17=942. -O 9) Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 24-4-12 to connect truss(es)to front face of bottom chord. .0••• :1.0°°17:1:1:t\'‘.0.C9‘.....:11.117— (jt=lb) "' 10) Fill all nail holes where hanger is in contact with lumber. . 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -0�s •. •LOAD CASE(S) Standard i��tit �1 `, 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Thomas A.Albans PE No.39380 Vert:1-9=-54,9-15=-54,2-15=-20 MITek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:18=-762(F)16=-762(F)28=-762(F)29=-762(F)30=-762(F)31=-762(F)32=-762(F)33=-762(F)34=-767(F) Date: October 28,2019 l 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED EK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with Mnek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek_ is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeAN$I/IPI1 Quality Criteria,D55-19 and SCSI Bolding Component 6904 Parke East Blvd. Safely Infonnallonavailable born Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job • Truss Truss Type j Qty Ply Bymes Residence ' T18499766 J190666-R F01 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Mon Oct 28 12:58:24 2019 Page 1 I D:npuOaDOx5J EH2 W sLE87P XgyPwgM-uuYRwU I9J YJ KL9i 2 G PejODg Ffx6Aq LXd6C SfzKyOtUz 0-H 8 0-h 8 Scale=1:41.7 3x3= 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 L B g L t_ R L- %.: t- t t- L- i, - g % 4l3 es\\ m44 \\\Hl P 2 - P P P P - d P P 2 A P 2 P P. .� 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x3= 3x3= 3x6 FP= 3x3= 24-11-0 24-11-0 Plate Offsets(X,Y)-- [43:0-1-8,0-0-12],[44:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.02 Horz(CT) 0.00 22 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:111 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 24-11-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)42,22,41,40,39,38,36,35,34,33,32,31,30,29,28, 27,26,25,24,23 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,,\,sz:::.1\.1.G%Si IlEAINI.is.I.1,::::;:,,, No 39380 * ,, :O.' %— /40 Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 28,2019 l Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MM-7473 rev.10,1)30015 BEFORE USE. mi Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSVIPII Quality Cdteda,DS6-a9 and ICSI eutidrp Component 6904 Parke East Blvd. Safety Vfonnallonavailable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job • Truss Truss Type , Qty Ply Bymes Residence 718499767 J190666-R F02 Floor 24 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Mon Oct 28 12:58:25 2019 Page 1 ID:npuOaDOx5JEH2W sLE87PXgyPwgM-N46g8gJn4sRAzJH Eg7AywQCJhLHFZjhmKrCCVmyOtUy 0-1-8 H 1-3-0 { I 2-5-0 I 0-,1-81 Scale=1:42.1 4x4= 4x4= 1.5x4= 3x5= 3x5= 3x5= 3x6 FP= 3x5= 3x5= 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 12 528 tro0 -X / N /_ / \ / \ / N. Z Nm/cr. 29 11 ° 8 8 • 27 26 25 24 2322 21 20 19 18 17 16 15 14 13 5x5 : 3x5= 3x10 MT2OHS FP= 1.5x4 3x10= 1.5x4 I I 3x5= 5x5= 1.5x4 I I 24-11-0 24-11-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[6:0-1-8,Edge],[12:0-1-8,Edge],[19:0-4-8,Edge],[28:0-1-8,0-0-12],[29:0-1-8,0-0-12] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.48 18-19 >619 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT) -0.66 18-19 >450 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.34 I Horz(CT) 0.09 13 n/a n/a BCDL 5.0 I Code FBC2017/TPI2014 Matrix-SH Weight:131 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 9-12:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 27=900/0-3-0,13=900/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-27=-897/0,12-13=-897/0,1-2=-944/0,2-3=-2427/0,3-4=-3556/0,4-5=-4255/0, 5-6=4562/0,6-7=-4559/0,7-8=-4257/0,8-10=-3554/0,10-11=-2425/0,11-12=-944/0 BOT CHORD 25-26=0/1784,24-25=0/3083,23-24=0/3083,21-23=0/3983,20-21=0/4562,19-20=0/4562, 18-19=0/4482,17-18=0/3996,16-17=0/3084,15-16=0/3084,14-15=0/1785 WEBS 1-26=0/1220,2-26=-1169/0,2-25=0/894,3-25=-892/0,3-23=0/642,4-23=-595/0, 4-21=0/496,5-21=-671/10,12-14=0/1220,11-14=-1169/0,11-15=0/891,10-15=-896/0, 10-17=0/638,8-17=-615/0,8-18=0/364,7-18=-372/0,7-19=-233/491 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. ,``��1 11/�/' 3)All plates are 3x3 MT20 unless otherwise indicated. ,t‘:.1:\ -A S /�, 41.0./_ < ,,4)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to `%t P ,q e 'r, • be attached to walls at their outer ends or restrained by other means. `��•• G•ENS'•• It. 2�i�No 39380�,� S •••O R O•.• �,�. .1/111111110. Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 28,2019 A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. '- Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M[Tek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSVIPIl Quality Criteria.D5849 and SCSI Belding Component 6904 Parke East Blvd. Safety Ydomralbnovailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job • Truss Truss Type Qty Ply Bymes Residence T18499768 J190666-R F03 Floor 7 1 ! Job Reference(optional) j Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Mon Oct 28 12:58:26 2019 Page 1 ID:npuOaDOx5JEH2WsLE87PXgyPwgM-rHgCLAKPr9Z1 bTsQOghBTelUOle8lArwZVxm2CyOtUx 0-1-8 N i 1-3-0 { 2-5-0 Scale=1:41.2 4x4= 1.5x4= 3x5= 3x5= 1.5x4 II 3x6 FP= 3x5= 3x5= 4x7= 1 2 3 4 5 6 7 8 9 10 11 12 o -e n I C28 tgo\N/ N /g\ / N/ ,/ \_/ \ /N / /g \ -, I- 27 26 25 24 23 2221 20 19 18 17 16 15 14 13 5x5= 3x5= 1.5x4 I I 3x10 MT20HS FP= 1.5x4 I I 3x5= 5x5= 1.5x4 II 24-8-0 24-8-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[12:0-3-0,Edge],[28:0-1-8,0-0-12] LOADING (psf) SPACING- 1-4-0 I CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.45 19 >646 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT) -0.62 18-19 >469 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES I WB 0.35 Horz(CT) 0.09 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:128 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 9-12:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 27=891/0-3-0,13=895/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-27=-887/0,12-13=-890/0,1-2=-933/0,2-3=-2398/0,3-4=-3507/0,4-5=-4185/0, 5-6=-4474/0,6-7=-4474/0,7-8=-4187/0,8-10=-3505/0,10-11=-2396/0,11-12=-933/0 BOT CHORD 25-26=0/1765,24-25=0/3044,23-24=0/3044,21-23=0/3927,20-21=0/4474,19-20=0/4474, 18-19=0/4404,17-18=0/3937,16-17=0/3044,15-16=0/3044, 14-15=0/1766 WEBS 1-26=0/1206,2-26=-1156/0,2-25=0/880,3-25=-879/0,3-23=0/629,4-23=-584/0, 4-21=0/477,5-21=-638/19,12-14=0/1242,11-14=-1159/0,11-15=0/877,10-15=-881/0, 10-17=0/626,8-17=-601/0,8-18=0/349,7-18=-368/0,7-19=-236/475 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. ,0011111i/it' 3)All plates are 3x3 MT20 unless otherwise indicated. `0� S A. /It 4)Refer to girder(s)for truss to truss connections. `s� `V` ........A�.cS �,j 5)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to %%��s••�GEN s ••.-12yi� be attached to walls at their outer ends or restrained by other means. ` •• '.'• • 6)CAUTION,Do not erect truss backwards. No 39380 --O . • IZ"' i Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 28,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. mil- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSVTPII Quality Catena,DS549 and ICSI Belding Component 6904 Parke East Blvd. Safety Ilfonnalbflavailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION s " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 /4 offsets are indicated. I (Drawings not to scale) Damage or Personal Injury =Miff Dimensions are in ft-in-sixteenths. rbii. Apply plates to both sides of truss i 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. O_l/1 dr 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 4 may require bracing,or alternative Tor I , 3.1111EM 161114/1WEBAI p bracing should be considered. c 3. Never exceed the design loading shown and never 1-� stackmaterialsoninadequatelybracedtrusses.U 4. 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C6-' C5-6designer,erection supervisor,property owner and plates 0-1/0 from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 5 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. •Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that ir Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 Mitek®All Rights Reserved approval of an engineer. ilik=0 reaction section indicates joint 1 number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 1.-=.1 IIIIIII.111 p, 18.Use of green or treated lumber may pose unacceptable �� environmental,health or performance risks.Consult with Mil project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. Te k R isnot sufficient. BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with P I g Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 Builder: Job Info: Byrnes Building Company Job: J190666-R 1089-10 Atlantic Blvd File# Atlantic Beach FL 32233 Sales: David Price (904)710-4737rIBIIIISII Design: James Bratcher Page: 1 of 2 Job: Report Date: Byrnes Addition Manning Building Supplies Rep.Date: 10/28/2019 334 Ocean Walk Dr S 11155 Phillips ParkwayDr. E Atlantic Beach FL p Jacksonville, FL 32256 (904) 268-8225 * (904) 260-2981 Cover Sheet Floor Trusses CITY CANTILEVER STUB PLY LABEL DIAGRAM DEPTH SPAN LEFT RIGHT LEFT RIGHT 1 F01 16" 24-11-00 - - - - 24 F02 16" 24-11-00 - - - - 7 F03 16" 24-08-00 - - - - 32 795.58 Roof Trusses QTY (Shipping) Base Sean OVERHANG CANTILEVER STUB PLY LABEL DIAGRAM PITCH HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT (2-03-15) 1 A01 6/12 1-04-03 2-00-00 2 x 4 2-00-00 - - - - (2-03-15) 3 A02 6/12 1-04-03 2-00-00 2 x 4 2-00-00 - - - - 6/12 (12-00-00) 2 x 4 1 801 5/12 11-06-01 22-00-00 2 x 6 2-00-00 - - - - 6/12 (12-03-15) 9 B02 5/12 11-10-00 22-00-00 2 x 4 2-00-00 - - - - 6/12 (14-09-13) 7 B03 5/12 13-08-01 48-06-00 2 x 4 2-00-00 2-00-00 - - - - 6/12 7 B03-SPL 5/12 6-00-05 10-08-01 2 x 4 - - - - (4-11-08) 1 B04 "'�I' 7/12 3-09-12 6-06-00 2 x 4 2-00-00 - - - - (8-05-08) 1 CO1 7/12 7-07-07 25-00-00 2 x 4 1-06-00 1-06-00 - - - - (8-06-01) 17 CO2 7/12 7-11-08 25-00-00 2 x 4 1-06-00 1-06-00 - - - - (8-06-01) 3 CO3 7/12 7-11-08 24-08-08 2 x 4 1-06-00 - - - - (8-05-08) 2 x 4 1 C04 7/12 7-07-07 25-00-00 2 x 6 1-06-00 - - - - 51 8-06-01 1197.83 10/28/2019 4:40:22 PM James Bratcher-JB7262 1 of 2 Job# J190666-R Customer: Byrnes Building Company Job: Byrnes Addition Ancillary Items QTY TYPE SIZE LENGTH LABEL 1 Hanger HGUS412 HGUS412 15 Hanger HTU26 HTU26 7 Hanger THA422 THA422 1@2-ply Rectangular EWP 1 3/4"x 16"2.0E EverEdgeT"LVL (2)10-00-00 BM1 1@3-ply Rectangular EWP 1 3/4"x 24"2.0E EverEdger"LVL (3)30-00-00 BM2 1@2-ply Rectangular EWP 1 3/4"x 16"2.0E EverEdgeT"LVL (2)8-00-00 BM3 1@2-ply Rectangular EWP onCENTER®LVL 2.0E 1 3/4"x 9 1/4" (2)8-00-00 BM4 1 Special Order Special Order Hanger HUC412 10/28/2019 4:40:22 PM James Bratcher-JB7262 2 of 2 • Client: Byrnes Building Company Date: 10/28/2019 Page 1 of 9 Project: Bymes Addition Input by: James Bratcher isDesign Address: 334 Ocean Walk Drive South Job Name: J190666 Atlantic Beach,FL Project#: BM1 onCENTER 2.0E LVL 1.750" X 16.000" 2-Ply - PASSED Level:Level 3 I 2 1 M_ / • 1 Hanger(HGUS412) 2 SP 9'3/4" /--/ 3 1/2" 9'3/4" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const 1 Plies: 2 Design Method: ASD 1 3547 1512 0 0 144 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 3514 1897 0 0 642 I Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Ceiling: Gypsum 1/2" Temperature: Temp<=100"F Bearings I Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 - 4.000" 48% 1512/3547 5059 L D+L 1 Hanger Analysis Results 2-SP 3.500" 78% 1897/3514 5411 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 10502 ft-lb 47 7/8" 36421 ft-lb 0.288(29%)D+L L Unbraced 10502 ft-lb 4'7 7/8" 13817 ft-lb 0.760(76%)D+L L Shear 5154 lb 7'6 1/8" 10640 lb 0.484(48%)D+L L LL Defl inch 0.040(L/2586) 4'6 5/8" 0.215(L/480) 0.190(19%) L L t TL Defl inch 0.059(L/1756) 4'6 15/16" 0.286(L/360) 0.210(21%) D+L L Design Notes 1 Fasten all plies using 4 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not I to exceed 6". t 2 Refer to last page of calculations for fasteners required for specified loads. 3 Fill all hanger nailing holes. 1 4 Girders are designed to be supported on the bottom edge only. r 5 Top loads must be supported equally by all plies. 1 6 Top braced at bearings. I 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 1 Tie-In 0-0-0 to 9-0-12 7-1-12 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2x8 Floor 2 Tie-In 0-0-0 to 9-0-12 12-4-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F03 1 3 Point 7-3-4 Top 628 lb 0 lb 0 lb 0 lb 787 lb BM4 Brg 2 Self Weight 15 PLF Manufacturer Info ManningBuildingSupplies f Notes ahem¢als ti.For flat moa prowl*proper drainage to prevent PP Calculated structured Designs is responsible only of the Handling&Installation pen°"° BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams most nor be cut or drilled 1950 Spectrum Circle,Suite 300 32256 I design onteria and loadings Mown. It is d,• 2.Refer to enorectur.r's Product information responsibility of my e customer and/or the contractor to restallation requirements. mato-Plv Marietta.GA 30067 (904)268-8225 ensure the component nabNgIf y of . intended fastening derails.beam strem rgvaw.a.and code 877-9147770 anosiaeon.and to verify the dimensions and load.. approvals www.buildoncenter.com (ptp(nj(1G Lumber 3.Damaged Beams must not b.used ICC-ES:ESR-2909,ESR-2913, ■urL,oIria 1.Dry service conditions.onless noted other.. *.Dotson assumes edge a Wanly restrainedESR-1210 suPP ' 5 2.LVL not to be treated vnth Me retardant or comm. 5.Pmvids Waist•uPPort t Manrp Pos..,to avoid/ tsuss mVfs10M Waist displacement and rob0on This design is valid until 10/15/2022 Version 19 60.173 Powered by iStructD CSD I '>.- Client: Bymes Building Company Date: 10/28/2019 Page 2 of 9 Project: Bymes Addition Input by: James Bratcher isDesign Address: 334 Ocean Walk Drive South Job Name: J190666 Atlantic Beach,FLProject#: BM1 onCENTER 2.0E LVL 1.750" X 16.000" 2-Ply - PASSED Level:Level / \ . • _ • . • . N 1'4" 1 Hanger(HGUS412) 2 SP 9'3/4" ��3 1/2" 9'3/4" i. Multi-Ply Analysis 'Fasten all plies using 4 rows of 10d Box nails (.128x3")at 12"o.c.. Maximum end distance not to exceed 6" ' Capacity 93.6 Voad 339.2 PLF t Yield Limit per Foot 362.2 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV ' Edge Distance 1 1/2" Min.End Distance 3" Lad Combination D+L Duration Factor 1.00 s II t t 1 Notes Gtam,pels 6.For flat mora provide proper drainage to prevent Manufacturer Info Manning Building Supplies r Calculated Structured Designs is responmme only of the Handling 8 Installation ponbnp BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy or this component based on me i LVL beams mow not be cut or drsed 1950 Spectrum Circle,Suite 300 32256 1 dev°n amens and loadings shown It Is the 2.Refer tomanufacturer's product nformatrun responsibility of the customer and/or the contractor to re°ardr° inafelkbon n.quren..„.. muro-py Marietta,GA 30067 (904)268-8225 ensure the component suitability of the intended tesn,n°details,beam strength values,and cod. 877-914-7770 -- - -- - appbcabon.and to verify the doenssons and loads, approvals www.buiidoncenter.com 1 Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, lLolno Can 4.Donn assumes top edge a laterally restrained i UPP L.111 i au Dry service anionsunless notes omervns. 5.Provide lateral support at bearing points to avoid ESR-1210 •-�••• µ 2.LVL net to be treated troth fire retardant or con-wave lateral displacement ar 4 roreson .soca 0 009e0N This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructa CSDI'''-''' • • Client: Bymes Building Company Date, 10/28/2019 Page 3 of 9 • Project: Bymes Addition Input by: James Bratcher i isDesign Address: 334 Ocean Walk Drive South Job Name: J190666 .,. , Atlantic Beach,FL Project#: BM2 onCENTER 2.0E LVL 1.750" X 24.000" 3-Ply - PASSED Level:Level 8 6 5 9 2 1 4 -4, 7 I , ,. . . . . . . • . • • . • • . • • :, � .:,» � 2a rm1 SP 2 SP 287" 287" 1 /—'5 1/4" Member Information Reactions UNPATTERNED lb(Uplift) I Type: Girder Application: Floor Brg Live Dead Snow Wind Const I Plies: 3 Design Method: ASD 1 2350 4152 0 0 2343 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1982 6176 0 0 3624 I Deflection LL: 480 Load Sharing: Yes Deflection TL: 360 Deck: Not Checked Importance: Normal Ceiling: Gypsum 1/2" Temperature: Temp<=100"F Bearings t Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 -SP 3.500" 74% 4152/3520 7672 Uniform D+0.75(L+C) ' 2-SP 3.500" 100% 6176/4204 10380 Uniform D+0.75(L+C) Analysis Results i Analysis Actual Location Allowed Capacity Comb. Case Moment 64121 ft-lb 10'8 3/4" 117880 ft-lb 0.544(54%)D+L L i Unbraced 76417 ft-lb 10'8 3/4" 76587 ft-lb 0.998 D+0.75(L+C)Uniform (100%) Shear 8112 lb 26'4 3/8" 29925 lb 0.271(27%) D+0.75(L+C)Uniform e LL Defl inch 0.397(L/850) 13'11 3/4" 0.704(L/480) 0.560(56%)0.75(L+C) Uniform TL Defl inch 0.859(L/393) 14'1 3/4" 0.938(L/360) 0.920(92%)D+0.75(L+C)Uniform I Design Notes 1 1 Fasten all plies using 3 rows of SDW22500 at 24"o.c.Maximum end distance not to exceed i 12". 2 Refer to last page of calculations for fasteners required for specified loads. I 3 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is e present. 4 Simpson fasteners applied from a single side of the member use tip values where published. 1 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 1 7 Top must be laterally braced at a maximum of 3'4 7/8"o.c. r 8 Lateral slendemess ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments I 1 Part.Uniform 0-0-0 to 14-3-8 Top 40 PLF 0 PLF 0 PLF 0 PLF 0 PLF Railing 2 Tie-In 10-5-0 to 28-7-0 3-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF Gable 3 Point 10-8-12 Near Face 1897 lb 3514 lb 0 lb 0 lb 642 lb B1 Brg 2 4 Point 10-8-12 Top 374 lb 0 lb 0 lb 0 lb 440 lb C04 Continued on page 2... 1 Notes chanscals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Catc,at.d Structured Designs is responsible only of the Handling&Installation ppn°"g BlueLinx 11155 Philips Pkwy Dr E,FL crai adequacy or tori component based on mcu e 1_LA.beams must not be rt or dried 1950 Spectrum Circle,Suite 300 32256 I design coterie and loading. shown. It is the 2.Refer to manufacturer's product informationresponsibility of the customer and/or me contractor to regarding ...nation requirements. mulr dy Marietta,GA 30067 (904)268-8225 ensure the component sudabd,ty of me intended values,fastening details.beam eva .s,and code 877-914-7770 aplication.and to verify Me dimensions and load.. approvals www.buildoncenter.com MC111lslQLumber 3.Damaged Beams mu.*at be used ICC-ES:ESR-2909,ESR-2913, DfiVJrI!i..Design acsum.s top edge is laterally restrained tDry service con aton..unless noted omervw ESR-1210 5.Provide lateral support at bearing points to avoid .. -••,v.,,•>K 3.LVL not to be treated via fire retardant or corrosive lateral displacement and mtabon TRUSS pNaton This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructo ra r D • Client: Bymes Building Company Date: 10/28/2019 Page 4 of 9 Project: Bymes Addition Input by: James Bratcher isDesign Address: 334 Ocean Walk Drive South Job Name: J190666 -- Atlantic Beach,FL Project#: BM2 onCENTER 2.0E LVL 1.750" X 24.000" 3-Ply - PASSED Level:Level 6 6 5 9 2 1 7 Nit 1 �1 SP 2 SP / 287" �'5 1/4" 287" ...Continued from page 1 t ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 5 Point 10-8-12 Top 614 lb 0 lb 0 lb 0 lb 770 lb BM4 Brg 1 1 6 Tie-In 11-8-12 to 28-7-0 0-9-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF FL 7 Part.Uniform 14-3-8 to 28-7-0 Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF WALL I 8 Tie-In 14-3-8 to 28-7-0 11-0-0 Top 12 PSF 0 PSF 0 PSF 0 PSF 16 PSF 1st Roof 9 Point 14-3-8 Top 374 lb 0 lb 0 lb 0 lb 440 lb C04 i 10 Point 28-7-0 Top 758 lb 311 lb 0 lb 0 lb 69 lb B3 Brg 1 Set Weight 33 PLF f Manufacturer Info Notes chemicals 6 For flat roofs prowde proper drainage to prevent Manning Building Supplies Calculated strummed Designs 6 responsible only of the Handling&Installation p°"d'"° BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the t LVL beams must not be cut or drdled 1950 Spectrum Cirde.Suite 300 32256 I design criteria and loadings shown. It is the 2.Refer toanufacturers product information responsibility of the customer and/or the contractor to regarding e,eupon reqe .. mulo-dv Marietta,GA 30067 (904)268-8225 ensure the component a.dtabdltr of the intended fastening details. ,aromnr mw il..beam ength values.and code 877-914-7770 apvuc.gan and to verify the mm.n.,one and loads. epprovafs www.buildoncenter.corn 1 Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, iB s ill-d4'a: Dry ssry»pori s.Design aawmes top edge is laterally restrained YYY�V�s u►�ue s t.o thbons.unless noted otherwise 5.proaide tallest support at bearing points to avail ESR-1210 2.LVL not to be treated with h.retardant or corrosive Iteral dmapf.cement and rotation '° txvtltON This design is valid until 10/15/2022 Version 19.60 173 Powered by iStructn CSD(,,,r. • • Client: Bymes Building Company Date: 10/28/2019 Page 5 of 9 Project: Bymes Addition Input by: James Bratcher isDesign Address: 334 Ocean Walk Drive South Job Name: J190666 Atlantic Beach,FL Project#: BM2 onCENTER 2.0E LVL 1.750" X 24.000" 3-Ply - PASSED Level:Level 1 CV L,1 SP 2 SP 28'7" y5 1/4" 28'7" Multi-Ply Analysis 'Fasten all plies using 3 rows of SDW22500 at 24"o.c..except for regions covered by concentrated load fastening. Maximum ' end distance not to exceed 12" Capacity 0.0% 1 Load 0.0 PLF Yield Limit per Foot 382.5 PLF I Field Limit per Fastener 255.0 lb. Yield Mode Lookup 'Edge Distance 1 1/2" I Min.End Distance 6" Load Combination Duration Factor 1.00 I Concentrated Load 'Fasten at concentrated side load at 10-8-12 with a ' minimum of(12)—SDW22500 in the pattern shown. 'All fasteners shall be installed with the head on the Min/Max fastener distances for Concentrated Side Loads 1 side of the applied load. —Min.6"— -----Min. 5/8" 'Capacity 92.5% ; ' Load 3607.7113. 1 1/2" - Total Yield Limit 3900.0 lb. O -: ;\ © O 1 Cg 0 Yield Limit per Fastener 325.0 lb. Min.15/8" •. /Yield Mode Lookup Mni .4" O k'. r O ' Load Combination DoL Duration Factor 1.00 , Min.6; 0 .. 1, ,,,tr` „ t] 0 I —Min.4"— ' Max.12" Max. 12" i Notes chemicals 6.For ria roots vrortde poplar drainage toprevent Manufacturer Info Manning Building Supplies ' Calculated Structured Designs is responsible only of the Handling&Installation pon°n° BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the t.LVL beams must not be wt or drilled 1950 Spectrum Circle,Suite 300 32256 deagn tritera and loadings shown. h the e 2.Raw to enufacturers product information responstbmtyof he customer end/or m.contractor toregardingnst,n•tion requirements, multi-ply Marietta,GA 30067 (904)268-8225 ensure the component suitability of Sr. e intended asteng derma,beam mength vawes,and coda 877-914-7770 apphation,and to verify the dimensions and loads. approvals www.buildoncenter.com l Lumber 3.Damaged Beams must not be used aUIfO 4.Design assumes top edged laterals restrained ICC-ES:ESR-2909,ESR-2913, Y��••Y//v SUPPLIES t.Dry serve condmons.unless noted otherwise s.provide tetem wow at b.,nn°points to avole ESR-1210 ......,•.•,. — 2 LVL not to be treated vdlh Ne retardant or mrtow° lateral displacement and rotebon This design is valid until 10/15/2022 *"uu avuton Version 19.60 173 Powered by iStrucno CSD I''u''''a • Client: Bymes Building Company Date: 10/28/2019 Page 6 of 9 • Project Bymes Addition Input by: James Bratcher isDesign Address: 334 Ocean Walk Drive South Job Name: J190666 Atlantic Beach,FL Project#: BM3 onCENTER 2.0E LVL 1.750" X 16.000" 2-Ply - PASSED Level:Level 4 -- 2 — - I 3 • O 1 Hanger(HUC412(Min)) 2 SP 7' '"--/3 1/2" 7' Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const 1 Plies: 2 Design Method: ASD 1 311 757 0 0 69 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 319 776 0 0 71 1 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Ceiling: Gypsum 1/2" Temperature: Temp<=100"F I Bearings l Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. i 1 - 2.500" 16% 757/311 1069 L D+L 1 Hanger ;Analysis Results 2-SP 3.500" 16% 776/319 1094 L D+L l Analysis Actual Location Allowed Capacity Comb. Case Moment 1706 ft-lb 3'5 1/2" 36421 ft-lb 0.047(5%) D+L L I l Unbraced 1706 ft-lb 3'5 1/2" 17571 ft-lb 0.097(10%) D+L L Shear 693 lb 1'5 5/8" 10640 lb 0.065(7%) D+L L l LL Defl inch 0.002 3'5 1/2" 0.166(L/480) 0.010(1p/) L L l (L/48238) I TL Defl inch 0.006 3'5 1/2" 0.222(L/360) 0.030(3%) D+L L I (L/14048) Design Notes l 1 Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. l 3 Fill all hanger nailing holes. 4 Girders are designed to be supported on the bottom edge only. 5 Top loads must be supported equally by all plies. i 6 Top braced at bearings. 7 Lateral slendemess ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tie-In 0-0-0 to 7-0-0 1-0-0 Far Face 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF 1st Roof i 2 Tie-In 0-0-0 to 7-0-0 0-9-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Floor i 3 Uniform Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall I 4 Tie-In 0-0-0 to 7-0-0 3-0-0 Top 17 PSF 20 PSF 0 PSF 0 PSF 0 PSF Gable Self Weight 15 PLF 1 f Manufacturer Info ManningBuildingSupplies chemicals chem�c. a For set inch e, prowae proper eraege to prevent PP Calculated s ,ced Designs,responsible only or m. Handling R Installation pondnp BlueLinx 11155 Philips Pkwy Dr E,FL mmr structural adequacy of Ibis component mood on the I LVL beams must not be wt or dreled 1950 Spectrum Circle,Suite 300 32256 I design criteria and loadings shown. It is the 2.Refer to manufacturers product information responsibility of the customer and/or the contractor to r.gud,ng smteon r b .„....mente. mu,,,,,, Marietta,GA 30067 (904)268-8225 appe the component suitability of the intended tewning details,beam strength values,and code 877-914-7770 licationand to v.oty the d,menaons and wad.. apprpvels www.buildoncenter.com r�/ys}y��. 1 Lumber 3.Damaged Beams most not be used ICC-ES.ESR-2909,ESR-2913, S U ll l^+O 1 0 Dry sorviu ion a.Daagn assumes top edge k laterally restrained SUPS.liESR-1210 ,•w•.--..t S I o. dwons.unless noted otherwise s.Provide lateral support m waning points w avoid 2.LVL not to be treated moth ere retardant or corrosive i.ter.i dapi.cement and roteoon TRUSS 000555055 This design is valid until 10/15/2022 Version 19.60 173 Powered by iStructD CSD I iN;" Client: Bymes Building Company Date: 10/28/2019 Page 7 of 9 Project: Bymes Addition Input by: James Bratcher isDesign Address: 334 Ocean Walk Drive South Job Name: J190666 Atlantic Beach,FL Project ff: BM3 onCENTER 2.0E LVL 1.750" X 16.000" 2-Ply - PASSED Level:Level L. _ .. • e. • .. • . •• = (V 1,4e 1 Hanger(HUC412(Min)) 2 SPC X 7' 7' /--13 1/2" Multi-Ply Analysis 'Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25")at 12"o.c.. Maximum end distance not to exceed 6" ' Capacity 8.4% koad 20.6 PLF i Yield Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV ' Edge Distance 1 1/2" IMin.End Distance 3" Load Combination D+L Duration Factor 1.00 ii • 1 s r Notes chemicals b.For flat roofs provide proper drainage to prevent Manufacturer Into Manning Building Supplies r Calculated Structured m m Designs is responsible only e Handling&Installation Pending BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of dee component based on the I.LVL beams must not be cut or drsed 1950 Spectrum Circle,Suite 300 32256 I design cmeria and loadings shown. It is the 2.Refer to manufacturers product informatinformationfowtion ns/IO-Ph/ Marietta,GA 30067 (904)268-8225 responsibility of the customer and/or the contractor to regarding installaeon requirements. m ensure the component suitability of the intended fastening details.beam strength.awes,and code 877-9147770 applicayon,and to vent'the dimensions and bads. approvals www.buildoncenter.com 1 Lumber 3.Dameged Beams must not be used ICC-ES:ESR-2909,ESR-2913, neuiLosno con I.Design assumes top edge is laterally restrained SUPPLIES I.Dry atom droops.unless noted otherwise 5.provide lateral support at beenng points to avoid ESR-1210 .-----— 2.LVL not to be bated vnth fee retardant or corrosive lateral displacement and rotabonMUSS 011411.011This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructD CSD I°`'", Client: Bymes Building Company Date: 10/28/2019 Page 8 of 9 Project: Bymes Addition Input by: James Bratcher isDesign Address: 334 Ocean Walk Drive South Job Name: J190666 . . . Atlantic Beach,FL Project a: BM4 2.0E EverEdgeTM LVL 1.750" X 9.250" 2-Ply - PASSED Level:Level 1 8" • • ave •t f` y • • 1 SPF End Grain 2 SP 7'101/2" 't 131/2" 7'10 1/2" Member Information Reactions UNPATTERNED lb(Uplift) I Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 0 614 0 0 770 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 0 627 0 0 787 l Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings I Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1-SPF 2.500" 20% 614/770 1384 L D+C End Analysis Results Grain I 2-Sp 3.500" 20% 627/787 1414 L D+C Analysis Actual Location Allowed Capacity Comb. Case Moment 2499 ft-lb 3'10 3/4" 15621 ft-lb 0.160(16%)D+C L 1 Unbraced 2499 ft-lb 3'10 3/4" 9010 ft-lb 0.277(28%)D+C L Shear 1325 lb 11" 7689 lb 0.172(17%) D+C L 1 Lt.Scarf 62 psi,1333 lb 356 psi 0.173(17%) D+C L LL Defl inch 0.035(L/2541) 3'10 13/16" 0,188(L/480) 0.190(19%) C L TL Defl inch 0.064(L/1413) 3'10 13/16" 0.250(L/360) 0.250(25%) D+C L 1 Design Notes 1 1 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 1 3 Notches in LVL are in accordance with APA Form No.EWS G535,Figure 1. 4 Girders are designed to be supported on the bottom edge only. 5 Top braced at bearings. 1 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments f 1 Tie-In 0-0-0 to 7-10-8 12-4-4 Near Face 12 PSF 0 PSF 0 PSF 0 PSF 16 PSF CO3 l Self Weight 9 PLF Notes chem¢al. s For flat mors prow.proper draw,.to prevent Manufacturer Info Manning Building Supplies Calculated s.mcb,red Designs isresponsible only or m. Handling 8 Installation pond"° Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1 LVL beams must not be at or drilled Seattle.WA 32256 design cntena and loadings shown It te tM 2,Refer to manufacturer's product information www.we erhaeuser.com/evered e/ re«an•bmty or the custom.,endmr the contractor to regard, ctatmaon requirements. muro-ply Y 9 (904)268-8225 ensure the component notability of the intended fastening details,beam strength values.and code applicason and to v.nty the d,men•ons and bads approv.ls r/rj.�_1r�1 sInJ1J/111 Lumber 3.Damaged Beams must not b.used '�j`'•UI Lot no I.Dryconditions unless ome,va« a.o.•lo assumes top edge is laterally restremeda Lv7 V •urs Lu s «rvin con 5.Pmnde lateral support at beano points to void 2 LVL not to be treated wt,fee retardant or cono•ve Ieter.l d,.pla«ment and mutonrause of NatOrt This design is valid until 10/15/2022 Version 19.60.173 Powered by istructD CSD I .'; • • Client: Bymes Building Company Date: 10/28/2019 Page 9 of 9 Project: Bymes Addition Input by: James Bratcher isDeslgn Address: 334 Ocean Walk Drive South Job Name: J190666 Atlantic Beach,FL Project#: BM4 2.0E EverEdgeTM LVL 1.750" X 9.250" 2-Ply - PASSED Level:Level 1 ^ ' / CV Y V 9 1/4 • _____;(__ Iv 1 SPF End Grain 2 SP 7'10 1/2" 't3 1/2" 7'10 1/2" Multi-Ply Analysis 'Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.. Maximum end distance not to exceed 6" ' Capacity 76.4 .oad 173.0 PLF i Yield Limit per Foot 226.4 PLF Yield Limit per Fastener 113.2 lb. Meld Mode IV ' Edge Distance 1 1/2" Min.End Distance t 3" Lad Combination D+C Duration Factor 1.25 I a l htanutdcturer into Notes .0'...I. 6 For tit roadsprq„d.woad,d.aw,.g.b pnaent Manning Building Supplies caaredm s ,n"red Devgna�s responvbls only or he Handling&Installation pon ,'9 Weyerhaeuser 11155 Philips Pkwy Dr E,FL k. structural adequacy or hes component based on he I LVL beams must not be ant or Orbited Seattle.WA 32256 I design cntena and loadings shown. It is he 2 Refer tganuf cturer's product information reaponva4ty end,.he.sae,endhe cgnwcr.a regarding stagation requeremena, multi-Ply ensure (904)268-8225 a e he component suitability of Sr. intended awning details,beam strength values and code applaaogn,and to verily the dimensions and bass. apprgwk i Lumber 3.Damaged e.ams must not be used Elul”~ D i O S.Devon assumes top edge is laterally restrained Supp LIE 1.Dry service conditions,unless noted otherwise 2.LVL not to be treated veal bre retardant or conoove 5.hdara,Providlateral support t.waning puma to avoid MUSSahaaOR dant aaq. m.tem moon This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructci CSDI'''"a All claims for error or defective Outline of 1st Story Below Pitch, Heel Height, Span, & Overhang length must be verified by the builder prior to fabrication. *****NO EXCEPTIONS***** 3' 8 HTUA ..._ _ :J IU taw rlwr.'I^A rial must be made within 5 days of receipt of gooas ana prior to IntiMlIaLlIVII. vu,WIY+r•�PW, ap,A _-••• ---- --•••---- 21' 3 1 /2" 3 1/2" TO" 2ND STORY LAYOUT 1 ST STORY LAYOUT FLORIDA PRODUCT APPROVAL CODES: 111NITEK PLATES 2197...... WEYERHAEUSER - EVEREDGE LVL 21369 ..... WEYERHAEUSER EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5 LOADING CRITERIA Wall Height Legend VZZ2 = 81-1/8" HEEHE _ 9'1-1/8" NIA 00000000000 = N/A 00000000000 oQ000000000 L' 17 77 V '7 = N/A i -gid N/A Approvedanchor by b FLOOR TRUSS 3 1/2"Ribbon NOWn 18" 3.112" BRQ Typical Truss 'Ends Engineer of Record: NO EOR ON FILE This is a Truss Placement Man vniy Trusses have been designed based on the drawings provided to MBS by the Builder. Please refer to the truss engineering for any information not listed on this page Please refer to the BCSI - Summary Sheets for proper bracing of trusses during erection Manning Building Supplies, Inc. 11155 Philips Parkway Or E Jacksonville, FL 32258 Phone: (904)268-8226 Fax: (904)280.2981 MM.MBS-CORP.COM fens JAXTR USS@ M BS -CO R P.0 OM Job# J190666 Customer: Byrnes Building Company Project: Byrnes Addition Lot/Sub: Address 334 Ocean Walk Dr S City,State: Atlantic Beach,FL Scale: N.T.S. Date: 10/28/2019 Designer: James Bratcher ml W 0. of E -f c 'nq W Ir fE65 N- tio<� € 0 21 1 11t d � w Zz \� tic 3fl d l od d`t 89'(301 h4„8,b5a60 Ol, .._._ _._..__.__ tai' L w -- S.£ > ' m U- ..' Oa: � a O t -t fXi to ci3 N r cr co Ol At o IGo O mm CON N W �� M flw cn l -� O 0 6 in o O w ODa fl'Z bA ` O z to 9'i' £ } M wit z K� 33N3.4 aoom , - � � 'O NO3 it d 4 i d' i o w t: 00'8 Z I j, i V- a 7+a � O a N >t °° z Da w CD cv t v u3 ci9 i ” 4 ot 0> rq xo �' m xf w = p q 3 mod - w z n Q) w .. ltJ cn o. o R n I� Ap Aj ro .o 00 i moki_ ►� o 4 ij� ,ti L a7-1e• a>? zi cais-i 7wis+� �J - � � : � � � sem✓ -rte � t �-�.1 �Ql� [7 N� . ►� A.C.T. ACOUSTICAL CEILING TILE ADJ. ADJACENT A/C AIR CONDITIONING UNIT ALT, ALTERNATE ALUM, ALUMINIUM AWN, AWNING WINDOW BLK. BLOCK BOT. BOTTOM BLDG. BUILDING B.U. BUILT-UP CAB, CABINET CPT. CARPET C.I. CAST IRON CL. CENTERLINE C.T. CERAMIC TILE C.W. COLD WATER CONC. CONCRETE C.M.U. CONCRETE MA50NRY UNIT CONT. CONTINUOUS C.J. CONTROL JOINT CFM. CUBIC FEET PER MINUTE DH. DOUBLE HUNG WINDOW DI5P. DISPENSER DN. DOWN DWG. DRAWING EA. EACH ELEC. ELECTRIC E.W.C. ELECTRIC WATER COOLER E.W.H. ELECTRIC WATER HEATER MIN, MINIMUM EL. ELEVATION N.LC, NOT IN CONTRACT EXH. EXHAUST N.T.5. NOT TO SCALE EXT. EXTERIOR O.C. ON CENTER FG. FIBERGLAS OPNG. OPENING FIN. FIN15H PT PAINT FIN, CLG. FINISHED CEILING P.V.C. POLYVINYL CHLORIDE FIN. FLR FINISHED FLOOR P.T. PRESSURE TREATED FD. FLOOR DRAIN Q.T. QUARRY TILE GALV, GALVANIZED REINF. REINFORCED GL. BK, GLA55 BLOCK WINDOW READ. REQUIRED GWB GYPSUM WALL BOARD R RI5ER HDW, HARDWARE R.D. ROOF DRAW NGT. HEIGHT 5.14. SINGLE HUNG WINDOW HORZ. HORIZONTAL 514T. SHEET N.B. 1405E BIBB SIM. SIMILAR N.W. HOT WATER SL, SLOPE I.D. INSIDE DIAMETER SPEC. SPECIFICATIONS INSUL. INSULATION STL. STEEL JAN. JANITOR THK. THICK JT. JOINT TiG TONGUE AND GROOVE LAM. LAMINATE (D) TYR TYPICAL LAV. LAVATORY VERT. VERTICAL M.O. MA50NRY OPENING V.C.T. VINYL COMPOSITION TILE MATL. MATERIAL W.I.C. WALK-IN CLOSET MAX. MAXIMUM UWSWB WATER RESISTANT GYPSUM WALLBOARD MECH, MECHANICAL W.WM. WELDED WIRE MESH MTL, METAL W.C. WATER CLOSET M.P. METAL PANEL UR URINAL 6l 51LT FENCE w/ FILTER CLOTH (MIRAFI, POLYFILTER OR APPROVED EQUAL) ON WOOD STAKES a MAX. V-0" O.G. FLCU GRADE BACKFILL BACKFILL FENCE AFTER PLACING FENCE I STAKED TURBIDITY' 5ARRIER t -I SCALE: 3/4"-1'-0' 1. PLACE FENCE AT ENTIRE PERIMETER OF SITE. 2. FENCE MAY BE REMOVED AT WW, AREAS DURING wow PERIOD, BUT SHALL BE REPLACED AT THE END OF WOW PERIOD, LIND LOADS AIR CONDITIONED AREA FIRST FLOOR WIND DESIGN PER PBC RESIDENTIAL 2010, TABLE R301.2(2) SECOND FLOOR BASIC WIND SPEED: WIND DESIGN METHOD: A5CE 1-10 IMPORTANCE FACTOR: EXPOSURE CATEGORY: EXPOSURE CLA551FICATION: MEAN ROOF HEIGHT ROOF ANGLE: (30-45 DEGREES) EDGE STRIP 130 MPH I C (544 COFF.) ENCLOSED 29 FT. 33b901 DEGREES (8:12) 4.0 FT. COMPONENT AND CLADDING WIND LOADS GARAGE ZONE EFFECTIVE WIND AREA (5F) ADJUSTED WIND LOAD(PSF; 1 10 38.92 -42.56 1 20 318 -40.46 1 50 36.4 -31.52 1 100 35.28 -36.28 2 10 38.92 -49.0 2 20 318 -41.6 2 50 36.4 -44.8 2 100 3528 -42.56 3 10 38.92 -49.a4 3 20 318 -41.6 3 50 36.4 -44.6 3 100 3528 -42.56 4 10 42b -46.2 4 20 40fo -44.2 4 50 38.1 -41.1 4 100 363 -398 5 10 42.6 -51.0 5 20 4010 -532 5 50 35.1 -48.0 5 100 36.3 -44.2 DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING 15 THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES ..Y'1�OL5 INDICATES DIRECTION OF NORTH DRAWING NUMBER x 5r . ON SHEET NUMBER WHERE A - SECTION IS DRAWN _ _ x DRAWING NUMBER r ` SHEET NUMBER WHERE A - DETAIL 15 DRAWN A ELEVATION LETTER L__ ✓ATION5 SHEET NUMBER WHERE C ELEVATION IS DRAWN ^,%C< DOOR NOMENCLATURE 3648 - 3'-6" x 4'-8" WINDOW WINDOW NOMENCLATURE 3648 = 3'-(o" x 4'-8" BYRN S RESIDENCE 334 OC ANWA K DRIVE SOUTH ATLANTIC BEACH, FLORIDA 311 �SL✓ �..� - - I I I I 03' O9" E _ 80.01 - - APPLICABLE CODES: CITY OF ATLANTIC BEACH ZONING CODE FLORIDA RESIDENTIAL CODE 2011 NATIONAL ELECTRIC CODE 2011 EXISTINGi 51TE PLAN SCALE: I' :10'.0" I I I I I I I f I I � I I i 1 � c{1 cq w IMFERVIOU5 5U FACE CALCULATION5- AIR CONDITIONED AREA FIRST FLOOR : 104 SF, SECOND FLOOR : 931 S.F. PORCI•IES 301 S.F. GARAGE = 185 SF. BUILDING CODE 5UMMER` APPLICABLE CODES: CITY OF ATLANTIC BEACH ZONING CODE FLORIDA RESIDENTIAL CODE 2011 NATIONAL ELECTRIC CODE 2011 EXISTINGi 51TE PLAN SCALE: I' :10'.0" I I I I I I I f I I � I I i 1 � c{1 cq w IMFERVIOU5 5U FACE CALCULATION5- AREA: EXISTING: POST CONSTRUCTION: LOT 11062 5F. 11062 S.F. HOUSE 2,881 SF. 3,1(09 5.F. CONCRETE. (CARPORT, DR!VE, WALK ETC.) 1203 5F. 825 5F. EQUIPMENT PAD5 9 5F. IS 5F. TOTAL IMPERVIOUS SURFACE AREA 4099 5F. 4,012 Sr-, % IMPERVIOUS 312 % 36.2 % LIMPERVIOUS SURFACE _ .81.5,F NEW 1 E �L tl `i 20'-0" �• INDEX OF DR4WIN 5 T -I TITLE SHEET, SITE PLAN, DATA D-1 EXISTING / DEMOLITION PLANS A-1 FIRST FLOOR PLANS A-2 ELEVATIONS A-3 ELEVATIONS A-4 WALL SECTIONS A-5 WALL SECTIONS A-6 WALL SECTIONS A-1 DETAILS 5-1 FOUNDATION PLAN, DETAILS 5-2 SECOND FLOOR FRAMING PLAN 5-3 ROOF FRAMING PLAN E -I ELECTRICAL PLANS, LEGEND SCOPE OP WORK I. WEST PORTION OF RESIDENCE 15 FIRE DAMAGED. 2. WEST PORTION OF THE RESIDENCE TO BE REMOVED DOWN TO THE EXISTING SLAB, EXCEPT FOR IDENTIFIED WALLS TO REMAIN. IDENTIFIED PORTIONS OF EXISTING SLAB AND FOOTINGS TO BE REMOVED, 3. WEST PORTION OF THE HOUSE 15 TO BE REBUILT AND A NEW TWO STORY AREA TO BE BUILT OVER THE AREA OF THE EXISTING GARAGE. ARE45 AND HEIGHT I. A/C AREA: FIRST FLOOR =2368 SF. 5ECONDA_OtCR 2 101 5F. 2. GARAGE AREA = 600 S.F. 3. ENTRY PD_RCN A_2EA = 201 SF. 4 TOTAL AREA = 4,216 SF. 5. MAXIMUM BUILDING HEIGHT (REVISIONS 1 / O U M U W � N M � A- U u v � � M w 0� O !L'L1, pa � pow xW ¢ W � c F x DATE OF ISSUE 9-5-19 DRAWN BY: HGP SHEET NO. BYRNES T-1 REMOVE ALL NON 5TRUGTURAL SNEdTuw�, EXi5TING ' IDEMOLMON F! SCALE: 311(o"=P-0" i CCR FL=AN REVISIONS DATE OF ISSUE 9-5-19 DRAWN BY: NCxP r SHEET NO. 5rRNE5 D4 19003 i w W UN M a M u W o W CD� H 1:4 ~ W a �I U DATE OF ISSUE 9-5-19 DRAWN BY: NCxP r SHEET NO. 5rRNE5 D4 19003 NEW SECOND FLOOR PLAN SCALE: 1/4" -- I' -O'f 5RICK AIN, MAY REMAIN, PAINTED ALL WINDOWS AND DOOR AT EXISTING AREA ARE TO 5E NEW REPLACEMENT NEW FIR5T PLccfR FLAN SCALE: 1/4" = I' -O" NEW WALLS REMOVE EX15TING BRICK AND INSTALL NEW SNEATNING PR 2650 D.N. IONS 1,wSH WIND" ASPHALT SHINGLES ON 30" FELT ON EX'15TING 1/2" NOM. STRUCTURAL SHEATHING DECKING, VERIFY NAILED w/ Sd RING SHANK NAILS 6 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP " 3 I2 \6� "HIGH WIND" ASPHALT 5HINGLE5 ON 30" FELT ON EX15TING 12" NOM. STRUCTURAL SHEATHING DECKING, VERIFY NAILED w/ Sd RING SHANK NAILS 6 6" O.G. AT PANEL EDGES AND INTERMEDIATE AND 4" O,C AT COMPONENT AND CLADDING EDGE STRIP ° 3 EX15TING BRICK TO REMAIN, PAINTED r%GNr� f 111G IV VL IILW 1\GI-L FiliGl IGIYI WINDOWS IN EXISTING OPENINGS "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 1/z" NOM. 5TRUCTURAL SHEATHING DECKING NAILED w/ Sd RING SHANK NAILS 9 (o11 O.G. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP R 3 .NEW 5CUTH ELEVATICN SCALE: 1/411=I'-0" NEUU NORTH ELEVATION SCALE: 1/4"=l' -O" 12 E CEMENT i ON %" NOM. RUCTURAL )N 2x4 STUDS a -13 BATT ,s" GWB ROOF TRU55 BEARING a� cq r - SECOND FLOOR FLOOR TRUSS BEARING — (v" EXPOSURE CEMENT FIBER SIDING ON 1112" NOM. TIP -WALL STRUCTURAL SHEATHING ON 2x4 STUDS 16" O.C. w/ R-13 BATT INSULATION, 1%" GWB INTERIOR —2x6 CORNER BOARDS FIRST FLOOR VISION DATE OF ISSUE 9-5-19 DRAWN BY: HGP SHEET NO.� BYRNE5 A-2 (---!Q�sa3 O m a x� U � H Q U W u DATE OF ISSUE 9-5-19 DRAWN BY: HGP SHEET NO.� BYRNE5 A-2 (---!Q�sa3 NL -6. WII`/✓YWV h F/^luI l V -z ulvV . WN{ -1- MI,'" TO BE NEW REPLACEMENT LUINDOLU5 IN EX15TING OFENING5 N UJ EAF ELEVATION SCALE: 1/411=I' -0'I N LU QUEST ELEVAT O - SCALE: I/4" = I' -o" (REVISIONS DATE OF ISSUE 9-5-19 DRAWN BY: HGP SHEET NO. BYRNES A-3 �01 O W U m a � N �v a x Wow MN o44 H W �¢ w DATE OF ISSUE 9-5-19 DRAWN BY: HGP SHEET NO. BYRNES A-3 �01 REVISIONS U v� N a m a � z u� e w i~ w U DATE OF ISSUE 9-5-19 DRAWN BY: HGP SHEET NO. BYRNE5 A-4 `` 19003 IONS 8 O iYi s m w m 4 IONS f DATE OF ISSUE 9-5-19 DRAWN BY: HGF SHEET NO. 5YRNE5 A-5 �01 O iYi r , m w m L Ux P-4 [� x c5 M W o H ¢w w H f DATE OF ISSUE 9-5-19 DRAWN BY: HGF SHEET NO. 5YRNE5 A-5 �01 "HIGH WIND" A510HAl r can , a.ina cti t nki 1,11 NOM. STRUCTURAL RING SHANK NAILS INTERMEDIATE ANC CLADDING: EDGE � 5ECOr GRADE UJ,4LL SECTION A-6 SCALE: 1/2"=P-011 SEE IIA -4 FOR ADDITIONAL NOTES UJALL SECTION A - 6--1 SCALE, 1/2"=P-0" SEE 1/A-4 FOR ADDITIONAL NOTES VISIONS l / � z o � G! W U m L7yr Vj N m F� [' H - <ALLW W Q r DATE OF ISSUE 9-5-19 DRAWN BY: HGP SHEET NO. BYRNES A-6 19003 STRUCTURAL NOTES: 1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the authorities having jurisdiction over this type of Construction and Occupancy at this location. 2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all applicable codes and regulations. 3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar situations elsewhere on the work, except where shown otherwise. 4. All design loads shall be per Florida Building Code, 2017 edition Live Load, Roof - 25 psf Live Load, Floor - 40 psf Live Load, Open Balcony - 60 psf Dead Load, Floor - 15 psf unless otherwise noted Dead Load, Roof - MAX. 15 psf unless otherwise noted 5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the sit(I is capable of providing min. 2000 psf soil bearing. 6. If footing elevations shown occur in disturbed, unstable or unsuitable soil, the Architect shall be notified prior to continuinct the work. 7. Step footings below all sanitary and water lines. CONCRETE: 1. Concrete has been designed in accordance with ACI 318-02, "Building Code Requirements for Structural Concrete, and shall be constructed in accordance with ACI 301, " Specifications for Structural Concrete. 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with ASTM C 172, C31 and C39: Footings, slabs on grade and misc. concrete: fc = 3000 psi Cast -in-place beams, columns and elevated slabs: fc = 3000 psi 3. Cement shall conform to "Specifications for Portland Cement" (ASTM C150). 4. Aggregate shall conform to "Specification for Concrete Aggregate" (ASTM). 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. 6. Construction within 1500 ft if the Coastal Control Line additional requirements: Cast -in-place beams, columns and elevated slabs: fc = 5000 psi Maximum water -cement ratio: 0.40 Maximum chloride ion content: 0.15 percent by weight of cement in accordance with ASTM C 1218. 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement" ACI 117. 8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117, "standard Tolerances for Concrete Construction and Materials" 9. All concrete slabs on grade shall be the thickness indicated on the drawings over min. 6 mil. PVC vapor barrier. Slabs shall be reinforced with fibermesh reinforcement with a minimum 2" fiber length at 1lb/cy complying with ASTM C1116. 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite poison before vapor barrier is placed. 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D 1557) for a depth of a min. two feet below the bottom of the footing. 12. The following minimum concrete cover shall be provided for reinforcement: 3" - Concrete placed against and permanently exposed to earth 2" - Concrete exposed to earth or weather, #6 bar or larger 1 !/2" - Concrete exposed to earth or weather, #5 bar or smaller 1 1/2" - Concrete not exposed to earth or weather for the primary reinforcement , ties, stirrups in beams and columns. 13. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: #4 bars - 21" min. #5 bars - 26" min. #6 bars - 32" min. #7 bars - 46" min. 14. Reinforcing in footings shall be bent around comers or comer bars shall be installed. 15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. WOOD: 1. All wood framing has been designed in accordance with "National Design Specifications (NDS) for Wood Construction", 2001 Edition, 2. All wood members in contact with masonry, concrete soil, or exposed to weather shall be treated with an appropriate preservative suitable to the exposure conditions. 3. When ACQ treatment is used on any wood member, all nailing shall be hot -dipped galvanized meeting ASTM A153, Class C, or ASTM 8695, Class 50. When borate treated is used, galvanizing shall not be required. 4. Prefabricated wood trusses shall comply with "National Design Specifications (NDS) for Wood Construction", 2001 Edition and "Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1). 5. All trusses shall be designed by the truss manufacturer's registered Engineer. 6. The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors, the reactions at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed. The Contractor shall review and approve shop drawings prior to submitting to the Design Professional. 7. Handling and erection, including temporary bracing during installation of trusses, shall comply with TPI HIB 91. 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. 9. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie or approved equal. 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A or ASTM F1554, Grade 36. 11. All metal connectors which are exposed to weather or in contact with masonry, concrete or ACQ pressure treatment shall be galvanized per ASTM A153, Class C, ASTM B695, Class 50 or be stainless steel Type 316. All anchor bolts, threaded rods and associated hardware within 1500' of the Coastal Control Line shall be galvanized. 12. Anchor adhesives shall be Simpson Strong -Tire "SET" Epoxy. Embed holes shall be drilled and cleaned according to Simpson Strong -Tie instructions for the anchor size and depth required. WEATHER RESISTANT BARRIER INSTALLATION FOLD LINE CUT LINE, TYP. WASTE EDGE K ROUGH OPENING FOLD LINE 2 GWB FINISHED ELEVATION V4"x3 2" HARDI TRIM WINDOW 5/a"x6" HARDI TRIM UJINpp�O°° W IN5TALLATION EIDURE I. VERIFY THE OPENING IS PLUMB, LEVEL AND SQUARE 2, VERIFY THE WINDOW WILL FIT IN THE OPENING, 3. CUT WEATHER RESISTIVE BARRIER: MAKE A b" CUT UP FROM EACH TOP CORNER OF OPENING AT 450 ANGLE TO ALLOW THE WEATHER BARRIER TO BE LAPPED OVER THE FIN AT THE HEAD OF THE WINDOW. MAKE SECOND AND THIRD CUTS UP AT 450 FROM BOTTOM CORNERS, MAKE LAST CUT UP AT CENTER TO TOP CUT, 4, FOLD WEATHER BARRIER UP AT HEAD AND INTO THE OPENING AT JAMB AND SILL. STAPLE AT JAMBS AND SILL, TAPE UP AT HEAD EXTERIOR. 5, INSTALL SILL SHIMS AS REQUIRED BY WINDOW MANUFACTURER b. INSERT WINDOW IN OPENING AND SHIM, LEVEL AND FASTEN AS REQUIRED BY WINDOW MANUFACTURER, 1. FOLD DOWN WEATHER BARRIER AT HEAD, TRIM AT HEAD OF WINDOW. 8. APPLY 51DE FLASHING TAPE AT JAMBS AND AT 45° CUTS AT HEAD_ 9. INSTALL HARDI PLANK TRIM AT SILL, JAM55 AND HEAD, (NO 45° MITERS) 10. INSTALL ALUMINIUM FLASHING AT HEAD. EXTEND 11/2" PAST EDGE OF JAMB TRIM. II, APPLY HEAD FLASHING TAPE, FOLD DOWN WEATHER BARRIER AND SEAL WITH DIAGONAL FLA514ING TAPE. CAULKING CAULKU X1/2" GWB CAULKIr '12" GWB HEAD 1112" STRUCTURAL SHEATHING WEATHER BARRIER, CONT. HARD[ PLANK 51DING W/ 014" LAP DO NOT SEAL ALUMINIUM FLASHING 5/4" x 3'/2" HARDI TRIM DO NOT SEAL JINDOW SON HIOA W/ 18-10dx1li2" AT - vu i vwE AND I- 51MP50N H2.5A W/ 10-8d AT INSIDE 5fLL l,>JINE)OUJ INSTALLATf ON = 5ID f N SCALE: WINDOW BITUMINOUS TAPE SEALANT 5/4" x 31/2" HARDI TRIM SEALANT '2" STRUCTURAL SHEATHING UEATHER BARRIER, CONT, 4ARDI PLANK SIDING W/ 1114" LAP WINDOW SEALANT 5/4" x b" HARD[ TRIM SEALANT '2" STRUCTURAL SHEATHING FATHER BARRIER, CONT. 4ARDI PLANK SIDING W/ 11'4" LAP r7l*NEAVE FL,45H NG, T rf=, Q-6 SCALE: Y=1'-0" (GABLE FLASHING SIM.) INSTALL CONT. AT ALL EAVE AND GABLE LOCATIONS URAL PANEL ROOF DECK NDERLAYMENT HINGLE5 METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA, TYP. ALL LOCATIONS WALL FLA5H II G, T�'F. r SCALE: 3"=1'-0" INSTALL CONT. AT ALL ROOF TO WALL LOCATIONS INCLUDING ALL 51DE WALLS AND AT CHIMNEY PING 1 )F DECK OOI= ALL FL 45H IN , T)r"F. Q-8 SCALE:3"=I'-0" INSTALL CONT. AT ALL SLOPED ROOF TO WALL LOCATIONS INCLUDING ALL WINDOW SILLS Q IONS 1 DATE OF ISSUE 9-5-19 DRAWN BY: HGP SHEET NO. BYRNES A-'7 19�®3 W U M W a N a 0 Z FN�I w W w � x � ¢ � 4 DATE OF ISSUE 9-5-19 DRAWN BY: HGP SHEET NO. BYRNES A-'7 19�®3 6x6 FOOTINCs, 2'-0" x 2'-0" x 1'-0" w/ 3-" 5 BARS EA. WAY. ANCHOR POST w/ 51MP50N ABU(66 ON 5ka"O ANCHOR BOLT EMBEDDED 1" INTO FOOTING AND 12-16d TO POST, TYP. ALL (ox6 POSTS 8x8x8 CMU, FILLED w/ CONC 2-"5 BARS CONT. w/ R 5 TIE 9 32" O.C., TYP. 2-"5 BARS E.W. F05T FOOTING J-) SCALE: 3/4"=I'-0" 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON S MIL PVC VAPOR BARRIER ON 95% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. ao 8" x D A D 5 BAR CONT. THICKENED INTPRIC 'l I 5 NCN= EAIRING DiRCF 5LAE3 rJ-1 SCALE: 3/4"=I'-0" 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL, PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. D D t - Ii p D - i 1'-8" TWO STORY - 3-"5 CONT, THICKENED 5LAE3 INTRIC )-1 I SCALE: 3/4"=1--0' 0 3*� THIC NED 5LA5 EDGE ( A A ) ``J - l SCALE: 3/4 I' -O" 4" THICK 3000 PSI FIBER REINFORCED " MI CONCRETE SLAB ON 8 MIL PVC VAPOR BARRIER ON %5. MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 3000 PSI REINFORCED GONG. w/ 2-05 BARS CONT. w/ MIN. 30" LAP -3-'5 BARS CONT, w/ " 5 TIE m 32" O.C., TYP. EXISTING SLAB TO REMAIN 2 T k %I I. \E N E E) 5LAE3 — A AG 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR SCALE: 3/4'=1'-0" BARRIER ON %% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. SLAB PIN - 1/24 x i6" REBAR 4' THICK 3000 PSI FIBER REINFORCED— SET 4" INTO EXISTING SLAB w/ CONCRETE SLAB ON 8 MIL. PVC VAPOR SIMPSON SET EPDXY w/ 2 PER BARRIER ON %% MODIFIED PROCTOR SIDE, TYP. COMPACTED FILL w/ TERMITE TREATMENT, ------------------------------------ 2'-0" - --------------- 2'-0" - 3-05 CONT. 6 INTEfRiCR 5POT FOOTING J-� SCALE: 3/4"=1'-0" GRADE I'-4" \-2-05 BARS CONT. w/ * 5 TIE a 32" 'r O.G., TYP, TYFICAL NICXENLE) 5LAE5 SCALE: 3/4"=l'-0' M. BATH UJ,I,C, KITCHEN/ DINING SITTING/ TY MASTER BEDROOM EXISTING WINDOWS AND BRICK TO REMAIN FAMILY DOOM NEW POST ON SIMPSON A5U44 w/ 5/a"tx6" TITEN SCREW E (j 12-16d NAILS ON NEW 14"44"4" FOOTING w/ 3-05 5- 5AR5 E. W., SEE 6/5-1 4" THICK 3000 P51 FIBER REINFORCED , CONCRETE SLAB ON 8 MIL. PVC VAPOR I BEAM A50V I BARRIER ON %% MODIFIED PROCTOR 1 1 COMPACTED FILL w/ TERMITE TREATMENT, TYP. U M W 3000 PSI REINFORCED CONC. FOOTING w/ 1-05 BARS CONT. w/ MIN. 30" LAP � = J I I 0 3*� THIC NED 5LA5 EDGE ( A A ) ``J - l SCALE: 3/4 I' -O" 4" THICK 3000 PSI FIBER REINFORCED " MI CONCRETE SLAB ON 8 MIL PVC VAPOR BARRIER ON %5. MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 3000 PSI REINFORCED GONG. w/ 2-05 BARS CONT. w/ MIN. 30" LAP -3-'5 BARS CONT, w/ " 5 TIE m 32" O.C., TYP. EXISTING SLAB TO REMAIN 2 T k %I I. \E N E E) 5LAE3 — A AG 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR SCALE: 3/4'=1'-0" BARRIER ON %% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. SLAB PIN - 1/24 x i6" REBAR 4' THICK 3000 PSI FIBER REINFORCED— SET 4" INTO EXISTING SLAB w/ CONCRETE SLAB ON 8 MIL. PVC VAPOR SIMPSON SET EPDXY w/ 2 PER BARRIER ON %% MODIFIED PROCTOR SIDE, TYP. COMPACTED FILL w/ TERMITE TREATMENT, ------------------------------------ 2'-0" - --------------- 2'-0" - 3-05 CONT. 6 INTEfRiCR 5POT FOOTING J-� SCALE: 3/4"=1'-0" GRADE I'-4" \-2-05 BARS CONT. w/ * 5 TIE a 32" 'r O.G., TYP, TYFICAL NICXENLE) 5LAE5 SCALE: 3/4"=l'-0' M. BATH UJ,I,C, KITCHEN/ DINING SITTING/ TY MASTER BEDROOM EXISTING WINDOWS AND BRICK TO REMAIN FAMILY DOOM NEW POST ON SIMPSON A5U44 w/ 5/a"tx6" TITEN SCREW E (j 12-16d NAILS ON NEW 14"44"4" FOOTING w/ 3-05 5- 5AR5 E. W., SEE 6/5-1 In to I(dT O.C. z P.T112x8 I (01-1 4' 6'-IIy411 SHEAR WALLS SHOWN A5: AT ALL SHEAR WALLS, WALL TO BE SHEATHED WITH NOM. SHEATHING NAILED w/ 8d NAILS eV 4" O.C. AT BOUNDARIES AND AT ALL OPENINGS, AND 6" O.G. AT ALL PANEL EDGES. ALL NEW EXTERIOR WALLS NOT SHOWN AS SHEAR WALLS SHALL BE NAILED A5 SHEAR WALLS. Q SHEAR WALL HOLD DOWN SYSTEM: t-SIMPSON HDU4-SDS25 ON !318" � THREADED ROD SET 7 INTO SLAB w/ SIMF50N "SET" EPDXY, OR CAST IN PLACE, AND 10-5DS '/4"411/2" TO MIN. 2-2x4 POST, TYP. EACH END. INSTALL SIMPSON CNW 5j"-11/2" TRANSITION COUPLER NUT AND 112"o THREADED ROD TO TOP PLATE ABOVE, RODS SHALL TERMINATE ABOVE TOP PLATE AT 3"x3"x1'/8" WASHER AND NUT TIGHTENED TO APPROX 25 LB/FT OF TORQUE. ALLOW MIN. OF 3 THREADS ABOVE WASHER. SPECIAL ATTENTION SHALL BE PAID TO PRE55URE TREATMENT OF SILL PLATES AND ISOLATION OF METALS AT SILL. O D , FLOOR LINE ABOVE 1 I BEAM A50V I 1 1 1 F 1 U M W L _—J L— I I QI I w I I 1 w I I I I I I i KITCHEN N woV) FuQ-w I I OC�w� I I Ll I 1 W NEW EX15TING z EXISTING SLAB DROP - z X I I In to I(dT O.C. z P.T112x8 I (01-1 4' 6'-IIy411 SHEAR WALLS SHOWN A5: AT ALL SHEAR WALLS, WALL TO BE SHEATHED WITH NOM. SHEATHING NAILED w/ 8d NAILS eV 4" O.C. AT BOUNDARIES AND AT ALL OPENINGS, AND 6" O.G. AT ALL PANEL EDGES. ALL NEW EXTERIOR WALLS NOT SHOWN AS SHEAR WALLS SHALL BE NAILED A5 SHEAR WALLS. Q SHEAR WALL HOLD DOWN SYSTEM: t-SIMPSON HDU4-SDS25 ON !318" � THREADED ROD SET 7 INTO SLAB w/ SIMF50N "SET" EPDXY, OR CAST IN PLACE, AND 10-5DS '/4"411/2" TO MIN. 2-2x4 POST, TYP. EACH END. INSTALL SIMPSON CNW 5j"-11/2" TRANSITION COUPLER NUT AND 112"o THREADED ROD TO TOP PLATE ABOVE, RODS SHALL TERMINATE ABOVE TOP PLATE AT 3"x3"x1'/8" WASHER AND NUT TIGHTENED TO APPROX 25 LB/FT OF TORQUE. ALLOW MIN. OF 3 THREADS ABOVE WASHER. SPECIAL ATTENTION SHALL BE PAID TO PRE55URE TREATMENT OF SILL PLATES AND ISOLATION OF METALS AT SILL. IL R Q Ln I I I I I I I I _ I I i I � I I I I c I I I I I I l�� ALJ I I I I 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR I 1 BARRIER ON 96% MODIFIED PROCTOR I I COMPACTED FILL w/ TERMITE TREATMENT, I I i I I I I I TYP. I I 1 I I I I I I I 1 I I I L----------- -- ------- 1 --------------- ---iff----------- -- 2 J m� m� A5 SHEAR FRAME, SEE 1/5-2 FOUND ,4T CN FLAN SCALE: I/4" = I' -0" m RE O D L O wF I I I 1 ICE U M W z � Qzjt�L I i 2 mom~ cp cL(i cn O cl w w 1 I 0 > Q I I N woV) FuQ-w I I OC�w� I I Ll I 1 W z EXISTING SLAB DROP z p I I iw O I I i l SLAB PIN - Y'0 x 16" REBAR 1 SLAB CUT LINE 6 U O Q 1 SET 4" INTO EXISTING SLAB w/ Z j SIMP50N SET EPDXY a MAX. 24" F- a: i I O.C., TYP. 4-8m103� r—r---------------------------- I I — -----------------------I-7 IL R Q Ln I I I I I I I I _ I I i I � I I I I c I I I I I I l�� ALJ I I I I 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR I 1 BARRIER ON 96% MODIFIED PROCTOR I I COMPACTED FILL w/ TERMITE TREATMENT, I I i I I I I I TYP. I I 1 I I I I I I I 1 I I I L----------- -- ------- 1 --------------- ---iff----------- -- 2 J m� m� A5 SHEAR FRAME, SEE 1/5-2 FOUND ,4T CN FLAN SCALE: I/4" = I' -0" m RE DATE OF ISSUE 9-5-19 DRAWN BY: \ HGP J SHEET NO. BYRNES S-1 L O h' U M W m 2 N woV) P� 44 W d DATE OF ISSUE 9-5-19 DRAWN BY: \ HGP J SHEET NO. BYRNES S-1 12 V 1- 6" SIMPSON 5DWC 5CREW5 = 485 Ibs UPLIFT 2- 6" SIMPSON 5DWC SCREW = 910 Ibs UPLIFT 3%" 4 SIMP50N TITEN HD SCREW w/ MIN. 31/4" EMBE ON 51MRSON BFI/2 BEARING PLATE, TYP. is MAX. 32" O.C., MAX. 8" FROM CORNERS AND SILL PLATE SPLICE. VARIES STRUCTURAL SHEATHING INSTALLED FULL HEIGHT VERTICALLY FROM I" BELOW TOP OF SLAB TO TOP OF TOP PLATE, NAIL w/ Sd NAILS, 4" O.C. TOP AND BOTTOM AND EDGES AND 6" O.0 ALL OTHER CROSSINGS. ONE 5T0 �' I4OL[)DOUJN 5 FULL HEIGHT 5HEATHIN `J - 4 SCALE: (V 51MP50N 5DWC SCREWS g EA. STUD TO TOP PLATE 1- 6" SIMPSON 5DWC SCREWS = 485 Ibs UPLIFT 2- 6" SIMPSON SDWC SCREW = 910 Ibs UPLIFT 4" SIMPSON SDWC SCREWS 0 EA. STUD 4" 51MP50N 5DWC SCREWS 9 EA. STUD 3%" O SIMPSON TITEN HD SCREW w/ MIN. 31/4" EMBED, ON 51MR50N 5P1i2 BEARING PLATE, TYP. is MAX. 32" O.C., MAX. 8" FROM CORNERS AND SILL PLATE SPLICE. 4" SIMPSON 5DWC SCREWS a EA. STUD 12 I VARIES VARIES 'h" VERTICAL SNEATNMG,TYP. 2 ROM 0.131 x 21/1" NAILS - SIDE OF JOINT VERTICAL SNEATNMG SPLICE °4" 058 OR PLYWOOD RIM BOAR, h SNORTER THAN _ _ FLOOR SYSTEM VERTICAL SNEAT14M, TTP. TX 5T0 �r HOLE)DOUJN/ 5[DWF 5C UJ 5�'5TEr�/ VERTICAL 5HEATHIN SCALE: 1/2"=1'-0" SIMPSON 5DWC15600, I SCREW - 510" 2 SCREWS - 980" 3 SCREWS - 1,410" SPF 2x STUD 2 5DUJC 5CREUJ5 S-2 SCALE: 1`4-0" 1 5DWCI5450, - 310" S - 595 X SILL PLATE EACH SIDE OF JACK STUDS 5ECCND FLOOR FRAMING �L,4N SCALE: 1/4" = I' -0" 3 DECKING No ).C. AT PANEL )4" O.0 AT )GE STRIP 0 3 " PLYWOOD !M ALL ROUND 'REVISIONS' DATE OF ISSUE 9-5-19 DRAWN BY: HGP SHEET NO. BYRNES S-2 © 19O03 D M c D W z V O❑ N N Q� O c D (1 O UJ c w �l (1 m m � lT N m O c D (1 O UJ c Qf c �l (1 m m O LT -Op Or �f O r On II II m <n m ,� z c p p-rr' m� N D p m ill T rr- -4 ri + m � z r z + z -r ` 0 n U] uj Ul p m �r > n D N '0 O D '� �'-+` D 'ti N z c z c D c, 7C z r m r- m r- m O D r z 0 i t N Z3TT N O m n + O O �, �, m -+ 0 0 p m -+ M t m ZI CP 0 m m m N mz� A �- 0 C; ffi A n U7 O M -� i D D -0 N O O O mZi D 41 ITT O m1 D n "' 0 (p � p ppq t m D u m m m m z z m m D m p sa " fr D z T x p x 0 u N A b A D 0 E p m cn O Dm r D r -N O- z M p m N 0 � N itl m ill Q1 —4 0 ITT'EG"D m m r =+ + p m m N N Z m nCN QJ - c r �rnOD 3 N 9 n rn �= h h ft.�7o11 m = m N (mn O D p m N N z N m N M = 2-2x4/1, I A N N m xp z O 2-2x I/I2-2x4/1 w Eo cn 'J7 �= O M- co 0 �1 O m p RIDCs O O r 3 ITT 2-2x4 I/I w N L a; m 2x4/1/1 = N X N Q O a' \ Q IS, a, 2-2x4/1 /I fl fl Q Q Q Q n n CIL Q 0 Q Q� m� pp m m � ITT c m Cl 0 O O3 9 03 3 9 3 °z 4 z 0 03 3 0 03 z (� O O z 0 03 z g -x 3-2x8/2/ z 2x8/2/1 z 2x4/1/1 m z P 3050 A EGRE S wJ ^_' Z 3 Z B O -+ -+ n W iv n 01 ul n W r M r m r N N ITT � � N A is, A A — — N M M D r ITT u' D D O O D D -{ O -rt D -rt D -+ O � = -TT -+ O -t O r D -+ -( -n D m -+ z O rn z—< -+ -+ 0 -+ 0 r O O A m 0 (1 m 0 m rn z m z 0 m 0 m _ - O m z n m 0 m m z O nD m m z m z 7� n m p rn z p� m z m 7 - n D D mm m n n z z D I-' z z (1 D z z D (� z D D �' n z z D z n D D =E 0 nbm D D r r D D Z -40 F F F F r >= m D r D D O M Oft N � , -+ O m m = D �zp O � D F 0 m M z m C) p _ z� O m z �D O N m M f D rn 9m Xi O N O N -{ M N D rn N E E 61 Z W —� Z w D r D D Z <n N p D O33 � n1 oz M r 0 D 0 Z rmmCo =D 0p OzmmO D�D(m (pmN wm�� mmmn p O m 0 p b Er�r r- m G� m ,.� x m z al rn p m 0 -r-4 p D x '� m p m M O E i G1 Z w z z p c O 0 m = D D z - p N F N Ql D co r- (P O' g �m�11 < D� O O O u D zn �O< =zm m U3 z�0mFop %jm D: m D N D r Y D N zNDm3mu'Cp f) D O m t m n Z M r 3 -D m n C� F zn p n mc -� m Ox NO A:N�N c 7nC m O � D 0 �l M E Oi 3U3{,i n� D D ONS iaiz rnO N n n m = O X N c m D D 01 z p HARLESTON G. PARKES, R.A. AR�HITCT ATLANTIC BEACH, FL 32233 AR 0006496 ARCHITECTURE RESEARCH INSPECTION N r n LT FFT-� N c O p Gn � N c N D p m ill mTn zm z m rn D Z rn m z x N r D M �rrrr, 9 p M Z3TT mz� M -� i N m1 D n "' ppq z n T _ r D r -N CNi�Ub m p m N Z m nCN r �= m z p N N 2-2x4/1, I A N m xp z 2-2x I/I2-2x4/1 M- co �1 O m p RIDCs 2-2x4 I/I a; 2x4/1/1 X N O a' \ 2-2x4/1 /I N Zl — N x A c m 2 2x4/1/1 3-2x8/2/ 3 2x8/2/1 2x4/1/1 P 3050 A EGRE S HARLESTON G. PARKES, R.A. AR�HITCT ATLANTIC BEACH, FL 32233 AR 0006496 ARCHITECTURE RESEARCH INSPECTION N r n A -+ co N U1 w �" M c D A\ e p ;{I D U' N Z :C 3 rtO �m-Coo M m z D O 5n -N 9_► v n N �Nz zm Tr- E p n m z N OO � z 3 m O pn -4 in z p3 N q -F r 9 r D F- EX15TING FRAME WALL TO REMAIN BYRNES RESIDENCE - ADDITION, REPAIRS 334 OCEAN WALK DRIVE, SOUTH ATLANTIC BEACH, FLORIDA 11 IN c cn N c O p Gn � N c N D p m ill mTn zm z m rn D Z rn m z x N r D M M A -+ co N U1 w �" M c D A\ e p ;{I D U' N Z :C 3 rtO �m-Coo M m z D O 5n -N 9_► v n N �Nz zm Tr- E p n m z N OO � z 3 m O pn -4 in z p3 N q -F r 9 r D F- EX15TING FRAME WALL TO REMAIN BYRNES RESIDENCE - ADDITION, REPAIRS 334 OCEAN WALK DRIVE, SOUTH ATLANTIC BEACH, FLORIDA 11 IN c cn NEW 5EGOND FLOOR ELECTRICAL FLAN SCALE: 1/4" =1'-0" SWITCH, 51NGLE POLE 3 �7 SWITCH, THREE-WAY 4 5WITCH, FOUR-WAY 110v DUPLEX OUTLET 44 IIOv DUPLEX OUTLET w/ M 0J1P IIOV DUPLEX OUTLET, WATI II(OV DUPLEX OUTLET, FLOC p IIOv DUPLEX OUTLET, CEIL 4I�P110v DUPLEX OUTLET ON C 220V OUTLET II0V DUPLEX OUTLET, ARC 110v DUPLEX OUTLET, ARC IIOv DUPLEX OUTLET, C:FI OO JUNCTION BOX © DOOR CHIME BUTTON © DOOR CHIME SMOKE / CARBON MONOXIDE DETECTOR ELECTRICAL CONTRACTOR SHALL PROVIDE COMPLETE 5MOKE / CARBON MONOXIDE DETECTOR SYSTEM A5 REQUIRED BY CODE ALL ELECTRICAL WIRING SHALL BE IN ACCORDANCE WITH 2011 NATIONAL ELECTRIC CODE, PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12. NEUJ PRST FLOOD ELECTfRf CAL FLAN o <C lu� m W M N wom PMuw W � H EXISTING METER .00ATION TO V '� REMAIN DATE OF ISSUE 9-5-19 DRAWN BY: HGF i SHEET NO. BYRNES E- 1 19003