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364 7TH ST RESA17-0021 addition permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL ADDITION - SINGLE OR TWO FAMILY RESIDENTIAL ADDITION MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RESA17-0021 Description: addition & interior remodel Estimated Value: 137888.35 Issue Date: 1/18/2018 Expiration Date: 7/17/2018 PROPERTY ADDRESS: Address: 364 7TH ST RE Number: 169901 0000 PROPERTY OWNER: Name: NOVAK EMILY E Address: 364 7TH ST ATLANTIC BEACH, FL 32233-5434 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: TOM TROUT, INC. Address: 5569 BOWDEN RD QA TOM TROUT JACKSONVILLE, FL 32216 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. S1.A,v� City of Atlantic Beach APPLICATION NUMBER \ Building Department (To be assigned by the Building Department.) �iii._.,. 800 Seminole Road v_esA 0 — boa ;. Atlantic Beach, Florida 32233-5445 v Phone(904)247-5826 • Fax(904)247-5845 '��J,il�r E-mail: building-dept@coab.us �-c:,: Date routed: t\ 11 (1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 36) L.-1 SA- • Department review required Yes No _ t;BGildin) Applicant: -Ton 6L)'-&_� 1 1^n L- (Planning &Zonin , Q Tree Administrator Project: Cil t fi b(1 ` ( C (I1 L(i c412 1 Pu" is Work ublic Utilities, Public Safety Fire Services Review fee $ Dept Signature Xe4---\ 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. IZAR4plicable (Circle one.) Comments: BUILDING PLANNING &ZONING .../-4Reviewed by: Date: I 28 7 TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable P WORKS Comments: v--(--4------ •U: IC UTILIT S // - Z -/7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. Denied. ONot applicable Comments: Reviewed by: Date: Revised 05/19/2017 0),A,Tr City of Atlantic Beach APPLICATION NUMBER s is Building Department (To be assigned by the Building Department.) 800 Seminole Road „ y r.. Atlantic Beach, Florida 32233-5445 ��5A\ � 1 Phone(904)247-5826 • Fax(904)247-5845 k�.aril9 E-mail: building-dept@coab.us Date routed: Ma 1111 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3 .c L_.\ ', Department review required Ytes/No �B iG iT ') / Applicant: 7O m -Tt lla-k i, Plan in ng &Zonin Tree Administrator Project: ciat -a'1 `s- t n DI tin 0(�.Q 1 (Pu f c Work _ Public Utilities] Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: no(proved. Denied. El Not applicable (Circle one.) Comments: r_ o bIii)d/NS 7 SCvrS, h0) 1,nS Avn.. 2or.,ns BUIL Jif rc/t fOt� r Co , PLANNING &ZONING Reviewed by: Date: //' 3d/7 TREE ADMIN. Second Review: ❑Approved as revised. ElDeniecV ❑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 ECEDVFT-q OFFICE COPY ;�� I . ' 4y. ,.'s "`\ Building Permit Application Nov 2 2017 City of Atlantic Beach J LL r 800 Seminole Road,Atlantic Beach, FL 32233 L__________j,Li OR 91" v Phone: (904)247-5826 Fax: (904)247-5845 _______. Job Address: 311 /41 S- rGCT `�Permit Number: F-EII. /00- • I Legal Description _ O LLy g0 r L. Q1.- ,gA( E#/47o/ 'oo0O Valuation of Work(Replacement Cost)$ 3/ ../875' Heated/Cooled SF 7a/-/ Non-Heated/Cooled 3-68 • Class of Work(Circle one): New •ditio Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure s (Circle one): Commerci. -esid-• • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal WA Describenn, S" Z detail the type of worts4 b performed: r CoviS4t VC -S1'ory iON O N rear of koY ie. Remo! above- 50'7. .4 ext sfir>5 home . Florida Product Approval# s/ L"A j'ma,- -3-0 for multiple products use product approval form Property Owner Information Name: E.YVIII 14,VQIC �� "Address: 3G'{ /444 �r 4- City ay(ie eeall State FL Zip 32233 Phone (40'{)525-50 E-Mail Ce novak.(a etre .Gori Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company: 'Tom Trod t IYIC• Qualifying Agent: 725 ih1 -<dQ(Ai Address 55(A &AWAY) trocri City j,z(ksoint/i l le State FL. Zip 3220 Office Phone CSoy)737 -912.. Job Site/Contact_Number -5.7 -y �} State Certification/Registration#CBC.To/eel E-Mail S`� € 4 ni ,v(e file cd/1-7 Architect Name&Phone# SYf/.'. ' L./v/ (' -e-z--C G///'M/x'/f2G- q,y—736-7/3,5 Engineer's Name&Phone# Geors (AlexamAge ('grace) (C4 )2.' i - $0l(7 Workers Compensation / CC -g/J//3 Exempt/Insurer/Lease Employees/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 regulationg 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. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. .,N 1kt (Sigdure of Owner or Agent including Contractor (Signature of Contractor) Signed and sworn to(or affirmed)before me this, day of Si ned and sworn to(or affirmed)before me this.?/—day of Ar e, .11317 , by € i.y /`-'1504K AvEin4c92 , D.o/7 ,by 121.4 5 Tcc*-,dr.1T1'- - .....4. --6Za----72—... �.f+'r ' Notary Public State of Florida °a/PI•04 Notary Public State of Florida `�' Susan Renee S::hweppe = `f�. Susan Renee S.•iweppe ' ' My Commission FF 209492 '�� / My Commission FF 209492 [ }'personally Known • 'ora° Expires 03/15/2019 [ Personally Known OR Expires 03/15/2019 [ ]Produced Identifica [ ]Produced Identification Type of Identification: Type of Identification: r !.1-\, �, City of Atlantic Beach APPLICATION NUMBER ,,,, I,.1-\,% � v\;\S\ Building Department (To be assigned by the Building Department.) �.. 2 800 Seminole Road Atlantic Beach, Florida 32233-5445 �6S//� ` VI — I \� ___7: Phone(904)247-5826 • Fax(904)247-5845 2 2 209 o;:l,', E-mail: building-dept@coab.us Date routed: t \ k I 1 -\ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: E O L1 _1 1 Si • Department review required Yes No B i rng Applicant: 70m l(b1-0 i ---'(e c - Pia ng &Zonm ,� i Tree Administrator Project: acktit art t f )1 f uno Q I u is Work Public Utilitie) 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 //',200117 Reviewed by. , ,• ,"/— . . ,.. Date: TREE ADMIN. Second Review: Approved as revised. [Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. Denied. I !Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 A , Comp. By: SRW o Date: 11/28/2017 cH ) ' Public Works Department City of Atlantic Beach Permit No: RESA17-0021 Address: 364 7th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion,and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 9,000 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft) "C" Wtd "C" Impervious 2,240 9,000 1.00 0.25 Pervious 6,760 9,000 0.20 0.15 Runoff Coefficient(C)= 0.40 Runoff Volume V= 0.40 x 9,000 x 9.3 / 12 V= 2,784 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 9,000 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 3,072 9,000 1.00 0.34 %ISA = 34.1% Pervious 5,928 9,000 0.20 0.13 Runoff Coefficient(C)= 0.47 Runoff Volume V= 0.47 x 9,000 x 9.3 / 12 V= 3,300 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,300 - 2,784 DV= 516 ft3 Retention MASTER WATER RETENTION 11/28/2017 iL yr , .(19 Comp. By: SRW Date: 11/28/2017 1.5 Public Works Department City of Atlantic Beach Permit No: RESA17-0021 Address: 364 7th Street Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 8.5 336 0 BOTTOM 42 X 8 9.5 440 388 TOB 44 X 10 Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 440.0 d=depth to ESHWT= 5.5 pf= pore factor= 0.3 Inground Storage= 726.0 ft3 Required Treatment Volume= 516 ft3 Supplied Treatment Volume= 1,114 ft3 Retention MASTER WATER RETENTION 11/28/2017 5�A1./k, City of Atlantic Beach APPLICATION NUMBER d'iv, '".-..,_;AN Building Department (To be assigned by the Building Department.) , ,y 800 Seminole Road �LS� i _ � - Atlantic Beach, Florida 32233-5445 )� r Phone(904)247-5826 • Fax(904)247-5845 ` j1110- E-mail: building-dept@coab.us Date routed: 11 `-' I [1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3L0 L, a . Department review required Yes No Applicant: TO I'N' 7i"600 i i-{\ (• PI nning &Zonin Tree Administrator Project: cAr t fi ,'1 ` L n -fl(�f 5�.�10(Le`I u lc Works_ Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. I 'Not applicable (Circle one.) Comments:$ j$14-e' �( �/ `irri Se+ c ks) NC 5e-1- , �s BUILDING /Je1 yh+ ) �ve`1 c.nys PLANNING &ZONING / / ' ( Z�_ Reviewed b Date: .l TREE ADMIN. Second Review: Approved as revised. /Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by;--- - Date: / —3- 1 t FIRE SERVICES Third Review: /Approved as revised. Denied. ❑Not applicable Comments: Reviewed by:ia d- Date: (i7 ! • Revised 05/19/2017 CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 JAN 9 2018 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date I f dTf�UP Revision to Issued Permit Corrections to Comment Permit # (1 Project Address 3 62 L -7 t t' Contractor/Contact Name , -4-1c Phone Era-013q-54 12 Email 3„„,,,-e. jfirb.,t'‘c\c.Cc s C0o19 53S— 1' 3 Description of Proposed Revision/Corrections: Pe it Fee Due $ e D • (2) \ S 'S /d c f ''-t^e- - Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments D-partment Review Required: Planning & Zoning • Reviewed By Tree a.ministrator Public Works Public Utilities i- io - le Public Safety Date Fire Services NOTICE OF COMMENCEMENT OFFICE COPY c ^-f (PREPARE IN DUPLICATE) Permit No. / d Oa 1 Tax Folio No. i •' _ - to State of P'L County of;1 ..A vel To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: lb--c3 q 17 — 2 5 - E. See 11 ,44-r�Anf,C dc,,o,sr )-( Co i--E cI, c r 1/i. Jo fi 6 e-)c K ) C Address of property being improved: L// Li ; A e ' -1' 4 1-1c 4 i,'C h .GG C ( P / -- aa:)3 General description of improvements: R t Vv o0 Owner tr' c`k /G`� V ( i c�,f // A -�'r'I 1 o / / J Address 3 (; (J i 4 1` r ( / /'1-1 i 6�fn1i i/ pi 2. 33 Owner's interest in site of the improvement Fee Simple Titleholder(if other than owner) .7.-- .-me ,{ Addres r . ��11 3- `� Contra .•r �1�AAO',Lc) " C -1 j ,e--N r} l� Address 5 f f j c— Phone Nol-� it all`q�•- , N.- Fax No. Surety(if any) Address Amount of bond S Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida.other than himself,designated by owner upon whom notices or other documents may be served: Name Address • Phone No. Fax No. v ry 8 62684 ll T^ n3 In addition to himself.o. ner designates the following person to receive a copy of the Lienors Notice as provided in Q f,�_'_2 + Section 713.06(2)(b).Florida Statutes.(Fill in at Owners option). .- m.V 021 Name ¢a•E E Address o Phone No. Fax No. z uz . Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a /• $': different date is specified): >pal-�;�c THIS SPACE FOR RECORDER'S USE ONLY OWNER •N's Pa�. Signed: vc/��DATE Before a this of in the Doc#2017285945,OR BK 18220 Page 2430, - .Count•; f Dui State r n' . s personally appeared • iti/) q /vi herein-4-p6 P1 Number Pages: 1 hims.Ii'herself and affir�hat.II?laments a�eclarations herein ^ Recorded 12/15/2017 11:13 AM, are true end accurate / RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 CAl._-, ih.., •.•tart Public at Large.State of ; '.:,11j . County of My commission expires: PersonallyKnown --�� ` or ProroduceddIdentification CITY OF ATLANTIC BEACH 800 Seminole Road eye Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date iz. ` 15 —17 Revision to Issued Permit Corrections to Comments Permit#Project Address Address co1-1 7 ' Si-ree-i" Contractor/Contact Name ►% trot+) Inc-. - Scott N t'ealoakkt (i')c eL+-trt.VLagex) 1 Phone 964 - -737-94 t2, Email 5co-f'4'(6)+Owt+rp -i'nC. Co rr1 Description of Proposed Revision/Corrections: Permit Fee ,I ue $ Ueda' Svv'Ve \Ot Camm . Additional Increase in Building Value $ Additional S.F. By signing below,I t1+ kdbaI6 k i affirm the Revision is inclusive of the proposed changes. (printed name) 12.- 15'- i1 Si re of Contractor/A ent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments /t/( y • Department Review Required: Building Panning &Zoning Reviewed By Tree Administrator Public Works ( �� —t t7 Public Utilities Public Safety Date Fire Services •,____1- em ' TREE & VEGETATION AFFIDAVIT ��+c.�, City of Atlantic Beach ` Department of Community Development Planning&Zoning Division ,� 9J� 800 Seminole Road Atlantic Beach, FL 32233 -- (P)904 247-5800 (F) 904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION [ Owner(s) Legal Authorized Agent* NAME OF APPLICANT 'r - E.C.6(7/ ,4f1 h( -ii NAME OF COMPANY 7Q/1/ 771,0Q 7//t/C. ADDRESS OF COMPANY 6--s-69,_.../ E� /J/, iu��LG�t - F-C 3 z2/6 PHONE .�j "�' CELL /tel / ` 77g7' TO EMAIL se-d/e, -' %".a ' ///G Gd CONTRACTOR CERTIFICATION NUMBER Ggc..... co:) 644 ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY jh, 7' 3ç/_ 4/Ay Dom,/4 R 3 z z 33 l If an address has not been assigned to this property,contact� the AB Building Department at(904)247-5826 to request an address. ' LEGAL DESCRIPTION di 36-4/ L7g 36, Q L0 /_aq1jE40(44 LOT (X 7 cy,9q BLOCK g SUBDIVISION /#0/4704c 4,4ei 1 REAL ESTATE NUMBER /60 _a)C)(1OT OR PARCEL SIZE: go 00 SQ FT /a/9t, AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) 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, FL 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 or adjacent properties in conjunction with this project. ,'.%�/meg SIGNATURE OF OWNER SIGNATURE 0' OW .----- 411111111.1111111.1 Signed and sworn before me on this a\ day of poa0_mis( , ' ,by State of F I Oft (.Cl (-oy E c c ca IvC,k-CAA,12 , 3I . County of 0u.v cl, Identification verified: V0 c't 13,01/4, 6_1.t ) 0.../ S \ cLLc S 2- Oath sworn: F Yes r No ,•0O :::%;;:,„ JENNIFER JOHNSTON Notary g u °j~ hMtl ;,, MY COMMISSION 4 GG 042984 ��`P EXPIRES:October27,2020 My Commission expires: p7 °„QW Bonded Thru Notary Public Underwriters uoc If 'LU1/26/110, OR BK 18193 Page 1752, Number Pages: 1, Recorded 11/20/2017 11:17 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 OFFICE COPY NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) '�e 'S/4/7 06.22ETax Folio No. (4 610 I - 0O State of PermitNo. '(='cru 0-1 Q!� County of G)ti[M t- at • To whom It may concern: The undersigned hereby Informs you that Improvements will be made to certain real plioperty,and in accordance with Section 713 of the Florida Statutes,the following Information Is stated In this NOTICE OF COMMENCEMENT. Grp rO ' Legal description of property being Improved: � `1 Kp-aSyob G 4,6-r�-7Z - Qua-44' W 3oF`T Lor xi, _____&1. 9C-K-. 5? �ti s�,e�� Address of property being improved: ' a te 'j 3 Z z 3 3 17 �K1 R-00g_ /904177.DN r /� £C-�1 General description of Improvements:_ e/ o Mutt �f� -QNS ___I ST c.0011-- :.'I. r . • Owner a l L NO+ At& Address , �L' 4 ,--6 ZZ! f-, S ILJ A-T L 'i '-e Owners Interest in site of the improvement S yt►/17.'� Fee Simple Titleholder(if other than owner) Aft/ f ( I Name Address a N� Contractor O L (NJ 746 UA -aii•ruZL g ,3ZZ/ . I Address 5s��- Qr�O Rf�T 7-11-1-3-1- -- / 10Y- _ / - Fax No. Phone No. Surety(if any) /i /V /7 Phone No. Amount of bond$ Address �J�/�} NI� Fax No. Name and address of any person making a loan for the construction of the improvements. Name Ai Address 4i Phone No.___.__a/4-----------Fax No. •Name of p arson within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name N Address N [: I Phone No. ^.za _Fax No. A I/i In addition to himself,owner designates the following person to receive a copy of the Llenor's Notice as provided in Section 713.06(2)( Florida a Statutes.(Fill in at Owners option). Name iti Address N JI . I Phone No. AyA Fax No. ..• Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a • different date Is specified): OW NEt' THIS SPACE FOR RECORDER'S USE ONLY DATE�Q��f (/J Signed: Ai. of n72A-rd In ih Before me the County of Ow.l,S=a• lodda.has personally appeared Herein by i, hlmsel0 her -If and atifinns th- al statements i nd declarations herein are true and.accurate otary Pub lc at La.e.State of i 1 . County of _i = v My commission expires: I or Personally Known Produced Identification Notsry.ri,Stats of Florida Susan Renee Sahwemy commIssion FF PPO 'qt r Expires 03/1512019 • . .' NOVAK EMILY E Primary Site Address Official Record Book/Page 0 F F I C E COP), Tie jt 364 7TH ST 364 7TH ST 03879-00969 9416 ATLANTIC BEACH, FL 32233-5434 Atlantic Beach FL 32233 364 7TH ST Property Detail Value Summary RE# 169901-0000 _2016 Certified '2017 In P .!less Tax District USD3 Value Method CAMA CAMA . Property Use 0100 Single Family Total Building Value $71,293.00 '$75,946.00 #of Buildings 1 Extra Feature Value $4,167.00 $3,619.00 For full legal description see Land Value(Market) $340,000.00 $340,000.00 Legal Desc. Land&Legal section below Land Value(Agric.) $0.00 $0.00 Subdivision 03101 ATLANTIC BEACH Just(Market)Value $415,460.00 $419,565.00 Total Area 8865 Assessed Value $372,586.00 ,$378,418.00 The sale of this property may result in higher property taxes.For more information go to Save Cap Diff/Portability Amt $42,874.00/$0.00 $41,147.00/$0.00 Our Homes and our Property Tax Estimator.'In Progress'property values,exemptions and Exemptions $50,000.00 See below other supporting information on this page are part of the working tax roll and are subject to change.Certified values listed in the Value Summary are those certified in October,but may Taxable Value $322,586.00 See below indude any official changes made after certification Learn how the Property Appraiser's Office values property. Taxable Values and Exemptions—In Progress If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value Assessed Value $378,418.00 Assessed Value $378,418.00 Assessed Value $378,418.00 Homestead(HX) -$25,000.00 Homestead(HX) -$25,000.00 Homestead(HX) -$25,000.00 Homestead Banding 196.031(1)(b)(HB) -$25,000.00 Homestead Banding 196.031(1)(b)(HB) -$25,000.00 Taxable Value $353,418.00 Taxable Value $328,418.00 Taxable Value $328,418.00 SalesHistory Book/Page I Sale Date Sale Price I Deed Instrument Type Code I Qualified/Unqualified 1 Vacant/Improved 03879-00969 12/13/1975 $26,500.00 WD-Warranty Deed Unqualified Improved 04879-00607 5/11/1979 $34,000.00 WD-Warranty Deed Unqualified Improved 05502-01010 1 2/22/1982 1$52,000.00 WD-Warranty Deed Unqualified Improved 05809-01798 5/31/1984 $65,500.00 WD-Warranty Deed Unqualified Improved 08592-02460 4/4/1997 $135,000.00 WD-Warranty Deed Qualified Improved 09654-01897 6/9/2000 $226,700.00 WD-Warranty Deed Qualified Improved 11544-01508 12/1/2003 $360,000.00 WD-Warranty Deed Unqualified Improved Extra Features LN Feature Code i Feature Description 'Bldg. Length Width 1 Total Units '.Value 1 DKWR2 Deck Wooden i 1 119 !24 1 456.00 $3,619.00 Land&Legal Land Legal IN Code Use Description Zoning I Front I Depth I Category I Land Units I Land Type I Land Value I LN Legal Description 1 0100 RES LD 3-7 UNITS PER AC ARS-2 i 60.00 1150.00 ,Common 1.00 Lot $340,000.00 1 5-69 16-25-29E 2 ATLANTIC BEACH 3 W 30FT LOT 27,E 30FT LOT 29 4 BLK 8 Buildings Building 1 Building 1 Site Address 364 7TH ST Element Code Details 1 Atlantic Beach FL 32233 Exterior Wall 8 8 Horizontal Lap Roof Struct 3 3 Gable or Hip I A— a. Building Type 1_1101-SFR 1 STORY Roofing Cover 3 3 Asph/Comp Shng F J I ADT n Year Built 1 1947 Interior Wall 3 3 Plastered Building Value ;$ 75,946.00 Int Flooring i 12 12 Hardwood DAs Int Flooring j 8 8 Sheet Vinyl i A� ,_,.-1 i Gross I Heated I Effective Heating Fuel 4 4 Electric D��_ Lr FCP T Area Area Area Heating Type 4 4 Forced-Ducted FOP I Base Area 988 1988 !988 ) Air Cond !3 3 Central 1_J L_.,J Addition 1266 1 266 239 i Finished Carport 1192 0 48 Element Code Unfinished ;8 0 3 ( Stories 1.000 Storage Bedrooms Addition 84 84 76 I 2.000 'Addition 96 96 86 I Baths '2.000 I , 0 F F I C E Copy Finished Open I I Rooms/Units 1.000 Porch 128 0 38 Addition 72 72 65 I Total 1834 1506 1543 I 2016 Notice of Proposed Property Taxes Notice(TRIM Notice) Taxing District Assessed Value Exemptions Taxable Value Last Year Proposed ;Rolled-back Gen Gov Beaches $372,586.00 $50,000.00 $322,586.00 $2,498.73 I$2,629.46 i$2,467.36 IPublic Schools:By State Law $372,586.00 $25,000.00 r$347,586.00 $1,614.31 $1,582.91 $1,632.96 I By Local Board $372,586.00 $25,000.00 $347,586.00 $745.32 I$781.37 $753.91 I FL Inland Navigation Dist. $372,586.00 $50,000.00 $322,586.00 $9.81 $10.32 $9.65 I Atlantic Beach $372,586.00 $50,000.00 $322,586.00 $1,020.35 $1,073.73 $1,024.34 1 Water Mgmt Dist.SJRWMD $372,586.00 $50,000.00 $322,586.00 $92.67 $93.07 $93.07 I Gen Gov Voted $372,586.00 $50,000.00 $322,586.00 $0.00 $0.00 $0.00 I School Board Voted $372,586.00 $25,000.00 $347,586.00 $0.00 $0.00 $0.00 Urban Service Dist3 $372,586.00 $50,000.00 $322,586.00 $0.00 $0.00 $0.00 fI Totals $5,981.19 $6,170.86 $5,981.29 f lust Value Assessed Value Exemptions Taxable Value Last Year $386,330.00 $356,548.00 $50,000.00 $306,548.00 Current Year a_ _____:$415460.00 $372,586.00 $50,000.00 $322,586.00 2016 TRIM Property Record Card(PRC) This PRC reflects property details and values at the time of the original mailing of the Notices of Proposed Property Taxes(TRIM Notices)in August. Property Record Card(PRC) The PRC accessed below reflects property details and values at the time of Tax Roll Certification in October of the year listed. 2016 2015 2014 •To obtain a historic Property Record Card(PRC)from the Property Appraiser's Office,submit your request here: More Information :ontact Us I Parcel Tax Record I GIS Map I Map this property on Google Maps I City Fees Record • Book 11544 Page 1568 • %THIS INSTRUMENT PREPARED BY: Bartlett&Deal,P.A. Dol 2683415916 OFFICE Cop.Y 135 Professional Drive,Suite 101 Doak: 11544 Ponte Vedra Beach,Florida 32062 Paps: 1588 — 1 589 Filed d Recorded 12/23/21113 8905:54 AN RECORD AND RETURN TO: CIN FILLER CLERK IT COURT Emily E.Novak 364 Seventh Street RECORDING t 9.88 Atlantic Beach,Florida 32233 TRUST FIJI f 1.54 DUD DOC STfd, $ 2,521.11 RE PARCEL ID#:159901-0000 8�Y(9rW q� WARRANTY DEED THIS WARRANTY DEED made this 1st day of December, 2003 by PHILIP LANCELOT, UNMARRIED, AS TO AN UNDIVIDED 50% INTEREST; FRANCES AND TONY R. LANCELOT, WIFE AND HUSBAND, INDIVIDUALLY AND FRANCES LANCELOT,AS TRUSTEE OF THE FRANCES LANCELOT FAMILY TRUST DATED JUNE 19, 1997, AS TO AN UNDIVIDED 25% INTEREST; AND TONY R. LANCELOT, AS TRUSTEE OF THE TONY R.LANCELOT FAMILY TRUST DATED JUNE 19, 1997,AS TO AN UNDIVDED 25%INTEREST,hereinafter called Grantor, and whose address is 3097 LaReserve Drive, Ponte Vedra Beach, Florida 32082 to Emily E. Novak, UNMARRIED, hereinafter called Grantee and whose address is 364 Seventh Street,Atlantic Beach,Florida 32233. (Wherever used herein the term "grantor and 'grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations.) WITNESSETH: THAT the Grantor, for and in consideration of the sum of Ten and NO/100 Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, all that certain land situate, lying and being in Duval County, Florida, viz: The West 30 feet of Lot 27 and the East 30 feet of Lot 29, Block 8, Plat No 1, SUBDIVISION A, ATLANTIC BEACH, according to plat thereof recorded in Plat Book 5, page 69 of the current public records of Duval County,Florida O SUBJECT TO taxes accruing subsequent to December 31,2003. SUBJECT TO covenants, restrictions and easements of record, if any; however, this reference thereto shall not operate to reimpose same. TOGETHER with all the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever;and that said land is free of all encumbrances. IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. page 1 Form Software by Aunmabd RW Melt BeMYbea,Me.1400430.t2$5 03Ma2.lB Book 11544 Pane 1599 OFFICE COPY IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. Signed,sealed and delivered in our =;- . l K Pt • l "`'ess VANCE C.STAWNGS � of � "itn ignature // Fr .ces Lancelot, tee Frog-kit-he Fran l'f� Lancelot Family[rust i� .I. "ttne `"_.nature JO ANN MILLS R.o R.elot Faceiot,mily TTrusteerust of the Tony Witte Printed Signature GQ \V11Vn'li F ances Lancelot,In vrdually Witness Signature MARGIE WHEELER To R. ancelot,Individually Witness Printed Signature STATE OF FLORIDA COUNTY OF ST.JOHNS The foregoing instrument was acknowledged before me this 1st day of December,2003 by Philip Lancelot, Unmarried and Frances Lancelot and Tony R.Lancelot,Husband and wife, Individually and as Trustees of the Frances Lancelot Family Trust andutStR A Ll�t Family Trust He/She is personally known to me or has produced as identification. Notary Public,State and County Aforesaid Cr ary ignature (Title or Rank) VANCE C.STALLINGS Notary Prmted Signature (Serial No.,7t any) i i VANCE C.SrAlLI )'1"..� MY E,p reE Jt 2007 Pape 2 Fenn Se1Mn17y Arlemaad RMI Fat1Y SNOIue,Ise.7-100-170.1115 01Rt22J8 lf awed Surce /962 www.tomtroutinc.com 5569 Bowden Road custombuilders'[,,Itomtroutinc.com TOM TROUTJacksonville,Florida 32216 .,, License#CBCO26189 Telephone 737-5412 • Fax 737-1044 RG0003628 ti w YESTERDAY,TODAY,TOMORROW OFFICE COPY A TRADITION OF QUALITY CONSTRUCTION CONTRACT Property Owner(s)Name(as on deed) Emily Novak Project Address 364 7rn StreetCity Atlantic Beach State FL Zip 32233 In consideration of mutual covenants and conditions herein contained,Owner(s)and Contractor agree as follows: Work to be Performed; Contractor shall furnish all labor,materials,tools,equipment, supervision and services necessary to complete the work identified and described under Job Description and Specifications. The work shall be performed by Contractor in a good and workmanlike manner. Contract Sum: Owner(s)shall pay Contractor,subject to any additions and deductions,the total sum of: Contract Price- Three hundred fifteen thousand eight hundred seventy-five and 00/100 dollars Dollars(S 315,875.00 )in accordance with the following schedule: Payment Schedule Deposit upon signing of this contract(non refundable) $ 3,875.00 Upon job mobilization/initial material procurement/commencement of work $ 60,000.00 Progress payments during construction as follows: Upon substantial completion of dry-in of proposed addition $ 60,000.00 Upon completion of Rough M, E, P inspections $ 50,000.00 Upon substantial completion of Drywall Installation and Finishing $ 45,000.00 Upon commencement of Tile Installation $ 45,000.00 Upon Countertop Templating $ 40,000.00 $ Upon Final Building Inspection by County Building Department and approval thereof,plus any unpaid balances on Change Orders and Allowance Overages $ 10,000.00 Final payment upon substantial completion of any punch list items $ 2,000.00 PAYMENT CONDITIONS/PENALTIES: In the event Owner(s) fails to make payment within seven (7) days of the date on which it is due, Contractor shall have the option to suspend construction or terminate and treat the failure to make payment at the time herein specified as a material and substantial breach of contract and pursue legal remedies resulting therefrom, including 1-1/2% per month interest (18% annual percentage rate)on all sums due Contractor under the provisions of this Contract. FUNDS;Owner(s)represents the ability to pay for,and that sufficient funds exist to pay for,the contract price and any and all extra work which may be ordered by Owner(s). Contractor has the right to demand proof of available funds at any time during the project. Failure to provide sufficient proof of available funds may result in stoppage of work or termination of the contract. WARNINGz ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-71337, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM AttdUhlihr-Lunt ten5f'wi7l provide an—Cccount Statement periodically during the project.The / Go= gle Maps 364 7th St loth St Aycock Club 0 ';S v m iP Amberjack Ln c d a iil 5,-; :;,, Plaza o O (I) 0 Bonita Rd rn , 9 Seiva Lakes Cir Plaza Club Dr ,6 Plaza a' Attar � ,_. C Plaza n Plaza ® a 0 m a Plaza m plaza ¢ Plaza Glass a Plaza Plaza o .- 8th St ( 8th St Oceanside Rotary S C o a U 0 F Home Owner's Skateboard Park � 8th St 0 m. Water Soultions0 8th St 0 o Bull Memorial Park Dr 0 Our Lady of the Sea Redfin Dr Redfin Dr Clipper Ship Jack Russell Park o Catholic Church Clipp Ln m Atlantic Beach City Hall 7th St z o cc a 7th St t Cv r lo Dr 364 7th Street S ‹ abato Dr w r !3; o x ° 9S/,,/ 0 bth St o o a Z Howell Park `= OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: ti0VAK—Ci1NL ALt 0i9/7/er.) jp_e14406 -c, Permit #ggs !"7 ^0D,2/ Project Address: 3C0 S4—tc�" t��"1 a1,3 .4- c. l ae - 3Z z. 373 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.or Category/Subcategory I Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS ti 1. Swinging pa. (.[.Pin ( Li Tly U ott, l'E 12 MrGS-Si . D`i(o i.r 2. Sliding 3. Sectional C 4T 4.Roll up 5. Automatic 6. Other ! �) B. WINDOWS 1. Single hung ,AIV VINiL LA m('- ,o. sPec-r(.o(oo3, 2.Horizontal slider _ 3. Casement (� _ 4. Double hung µv 5.Fixed P LS(-LA V/N1 L.v i per mr6Itspec. gii, 6. Awning 7.Pass-through 8. Projected 9.Mullion 10.Wind breaker • 11. Dual action 12. Other Category/Subcategory Manufacturer Product Description (Limitation of Use State# Local# C. PANEL WALL 1. Siding j�M6st1-A[Loy CeW r 0415 Dail*, - Ma,-SPECS ) 31c1A, i 2. Soffits PU96 W\ 1 , Vtiaii- Sor s /11W S 5, pu..361.1 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers p�.., 7. Glass block2-- 10) ,/ ,, -' 8. Membrane 9. Greenhouse , 10. Synthetic stucco 11. Other • D. ROOFING PRODUCTS 1. Asphalt shingles OWNS ColllJi .OgE SASS AMA- Li2. liFC42. SPECS /Dc,--N, I 2. Underlayments TAJT 0- W RAe Q ""1 PM E`rIC- , (L M1(t SP 5, 1 1(4 0? 1 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation --1° i i Q 10. Waterproofing 11. Wood shingles/shakes ---N ._ 12. Roofing slate , 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Category/Subcategory Manufacturer }Product Description Limitation of Use State# Local# E. SHUTTERS 1. Accordion \.....------ 2. Bahama 3. Storm panels ______, ..A1/744 4. Colonial 5. Roll-up 6. Equipment 7. Other ,Z. * - --.=:,____ _ 1 F. STRUCTURAL COMPONENTS 1. Wood connector/anchor SI M P SON -}SSS r9 40 XS p M IcG i-SP(KS 10 531,(o 2. Truss plates jy I T LY., , `fess PLA-TLS A i2 MrGQ SPAS 161.7. ,- 3. Engineered lumber 66011/10 pitGWIG 119 M/,v,g-7c:D . M^� Peitz MO SPt ,),0;x311 4. Railing 5. Coolers-freezers , . .' ..---- ili.' il' ' 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS •-.,7 1. Skylight 2. Other Category/Subcategory 1 Manufacturer Product Description Limitation of Use State# Local# H. NEW EXTERIOR ENVELOPE PRODUCTS 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. -j' M .i"P—o (Contractor Name) (Print Name) (Sign. . - Company Name: TO VVI •—r—P._ c& / G Mailing Address: S 56, q — I >30 W o (2...0 A- O City: C LSO v I L G State: Zip Code: 3 Z a IG Telephone Number: (q b'/) -7 31 — 5-Li L Fax Number: ( g o it) 7 / Cell Phone Number: ((apt,/) O% I C1 — 01 Ti E-mail Address: S tv‘#rou 1N G , Co (v\ FORM R405-2014 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 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include .y"� 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(1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level(EPL) Display Card(one page) 121- Mandatory Requirements(three pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report(usually one page) O If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report(usually one page) EnergyGauge®-USRCZB v5.1 11/16/2017 5:56:47 PM Page 1 of 1 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. 364 7th Street, Atlantic Beach, FL, 32233 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=13.0 1534.40 ft2 b. N/A R= ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2(2) d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a. Under Attic(Vented) R=38.0 726.00 ft2 6. Conditioned floor area(ft2) 1205 b. N/A R= ft2 7. Windows** Description Area c. N/A R= ft2: a. U-Factor: Dbl, U=0.26 200.67 ft2 11. Ducts R ft a.Sup:RoomslnBlockl,Ret:RoomslnBlock1,AH: 6 280 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.30 30.00 ft2 SHGC: SHGC=0.22 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 18.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 17.0 HSPF:8.90 Area Weighted Average Overhang Depth: 3.043 ft. Area Weighted Average SHGC: 0.220 8. Floor Types Insulation Area 14.Hot water systems- Cap: 1 gallons a.Crawlspace R=19.0 479.00 ft2 a.Propane EF:0.59 b. Raised Floor R=19.0 275.00 ft2 c. N/A R= ft2 b. Conservation features None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building >E g Construction through the above energysavingfeatures which will be installed (or exceeded) ::''ofr.K........Al '•' 9 � . .n`� in this home before final inspection. Oth-.. - ! •lay Card will be completed ;'��c�';;, ,,,.'` based on installed Code comp_ - - '/r +r��, _' 1. Builder Signature: Date: //Ad/7 ;c): A Address of New Home: y7 /4 S / City/FL Zip:,,/a/a ; ,‘- .. Op%v--v.;01-7,./ *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 11/16/2017 5:56 PM EnergyGauge®USA-v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: The Novak Residence Builder Name: Tom Trout, Inc. Street: 364 7th Street Permit Office: Duval City,State,Zip: Atlantic Beach, FL,32233 Permit Number: Owner: Mr.and Mrs.Novak Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing Addition 9. Wall Types(1534.4 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 1534.40 ft2 b.N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms(Bedrms In Addition) 2(2) d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (726.0 sqft.) Insulation Area a.Under Attic(Vented) R=38.0 726.00 ft2 6. Conditioned floor area above grade(ft2) 1205 b. N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11.Ducts R ft2 7. Windows(230.7 sqft.) Description Area a.Sup: RoomslnBlock1, Ret: RoomslnBlock1,AH: 6 280 a. U-Factor: Dbl, U=0.26 200.67 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.30 30.00 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.22 a.Central Unit 18.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 17.0 HSPF:8.90 SHGC: Area Weighted Average Overhang Depth: 3.043 ft. Area Weighted Average SHGC: 0.220 14. Hot water systems- 8. Floor Types (754.0 sqft.) Insulation Area a. Propane Tankless Cap: 1 gallons EF:0.590 a.Crawlspace R=19.0 479.00 ft2 b. Conservation features b. Raised Floor R=19.0 275.00 ft2 None c.N/A R= ft2 15.Credits None Total Proposed Modified Loads: 33.30 PASS Glass/Floor Area: 0.191 Total Baseline Loads: 39.39 I hereby certify that the plans and specifications covered by Review of the plans and :.•O*�$E SrgpF••., • this calculation are in compliance with the Florida Energy specifications covered by this ,Y ;•.,.0.4,` :'.i� ",, . '? ;., d, ; Code. calculation indicates compliance co;/it,, := °s. _ with the Florida Energy Code. •,` ., PREPARED BY: j 14)`_ _1 _ Before construction is completed : a -�-r .��1� DATE: // l L� --(7 this building will be inspected for i A compliance with Section 553.908 Florida Statutes. '� "' -`.,C I hereby certify that this building,as designed, is in compliance =. r) .......... ,'J5',,, with the Florida Ener• ••- // / OD{�rE- J OWNER/AGEN __...r. � ��0777/4.70P" _. .ING OFFICIAL: DATE: _ / DATE: ---........r - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 7.0 ACH50(R402.4.1.2). - Compliance requires a roof absorptance test and a roof emittance test in accordance with R405.7.2 11/16/2017 5:56 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: The Novak Residence Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1205 Lot# Owner: Mr.and Mrs. Novak Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Tom Trout, Inc. Rotate Angle: 0 Street: 364 7th Street Permit Office: Duval Cross Ventilation: No County: Duval Jurisdiction: 261300 Whole House Fan: No City,State,Zip: Atlantic Beach , Family Type: Single-family FL, 32233 New/Existing: Addition Comment: Addition CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 1205 9941.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 RoomslnBlockl 1205 9941.3 No 4 2 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Crawlspace RoomslnBlockl 74 ft 13 479 ft2 19 0.2 0 0.8 2 Raised Floor RoomslnBlockl ____ ____ 275 ft2 19 0.2 0 0.8 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 776 ft2 0 ft2 Medium 0.75 Yes 0.9 Yes 0 20.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 726 ft2 N N CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) RoomslnBlockl 38 Batt 726 ft2 0 Wood 11/16/2017 5:56 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V _# Ornt_ To Well Type Space R-Value Ft _ In Ft In Area R-Value Fraction Absor. Grade% 1 W Exterior Frame-Wood RoomslnBloc 13 26 6 8 3 218.6 ft2 0 0.75 0 2 N Exterior Frame-Wood RoomslnBloc 13 17 8 3 140.3 ft2 0 0.75 0 3 E Exterior Frame-Wood RoomslnBloc 13 30 8 3 247.5 ft2 0 0.75 0 4 W Exterior Frame-Wood RoomslnBloc 13 26 8 208.0 ft2 0 0.75 0 5 S Exterior Frame-Wood RoomsinBloc 13 32 8 256.0 ft2 0.23 0.75 0 6 E Exterior Frame-Wood RoomslnBloc 13 20 8 160.0 ft2 0.23 0.75 0 7 N Exterior Frame-Wood RoomslnBloc 13 17 8 136.0 ft2 0.23 0.75 0 8 N Exterior Frame-Wood RoomslnBloc 13 21 8 168.0 ft2 0.23 0.75 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated RoomslnBloc None .4 5 8 40 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low-E Double Yes 0.26 0.22 4.0 ft2 1 ft 6 in 10 ft 0 in None None 2 W 1 Vinyl Low-E Double Yes 0.26 0.22 31.1 ft2 1 ft 6 in 10 ft 0 in None None 3 N 2 Vinyl Low-E Double Yes 0.3 0.22 30.0 ft2 1 ft 6 in 11 ft 0 in None None 4 E 3 Vinyl Low-E Double Yes 0.26 0.22 12.0 ft2 17 ft 0 in 2 ft 0 in None None 5 E 3 Vinyl Low-E Double Yes 0.26 0.22 20.0 ft2 10 ft 0 in 2 ft 0 in None None 6 W 4 Vinyl Low-E Double Yes 0.26 0.22 4.0 ft2 1 ft 6 in 2 ft 0 in None None 7 W 4 Vinyl Low-E Double Yes 0.26 0.22 16.0 ft2 1 ft 6 in 2 ft 0 in None None 8 S 5 Vinyl Low-E Double Yes 0.26 0.22 12.0 ft2 1 ft 6 in 2 ft 0 in None None 9 S 5 Vinyl Low-E Double Yes 0.26 0.22 26.0 ft2 1 ft 6 in 2 ft 0 in None None 10 N 7 Vinyl Low-E Double Yes 0.26 0.22 24.0 ft2 1 ft 6 in 2 ft 0 in None None 11 N 7 Vinyl Low-E Double Yes 0.26 0.22 35.6 ft2 1 ft 6 in 2 ft 0 in None None 12 N 8 Vinyl Low-E Double Yes 0.26 0.22 16.0 ft2 1 ft 6 in 2 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 BySpaces Proposed ACH(50) .000423 1549.4 85.06 159.97 .4006 7 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.9 17 kBtu/hr 1 sys#1 11/16/2017 5:56 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 14 18 kBtu/hr 540 cfm 0.75 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless RoomslnBlockO.59 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS —Supply— —Return— Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 RoomsinBloc 6 280 ft2 RoomslnBloc 70 ft2 Default Leakage RoomsinBl (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling X Jan X Feb XC Mar X Apr "X May X Jun X Jul Aug X Sep X Oct X Nov X Dec Heating [X�Jan f X�Feb X�Mar [X�Apr X�Mayf X�Jun [X�Jul [X�AugX�SepSep X�Oct X�Nov f X Dec Venting [X Jan X Feb X Mar [X Apr X MayX Jun [X Jul [X Aug X X Oct X Nov ki Dec Thermostat Schedule: FloridaCode 2014 Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Cooling(WEH) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Heating(WD) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 Heating(WEH) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 11/16/2017 5:56 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 364 7th Street Permit Number: Atlantic Beach, FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. 173. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. ▪ R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statutes or individulas 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. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3. Interior doors,if installed at the time of the test,shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers, if installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage.Windows,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/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. JR. R403.2.2 Sealing(Mandatory)All ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either 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"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 11/16/2017 5:56 PM EnergyGauge®USA-v5.1 - Section R405.4.1 Compliant Software Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. 12. R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 121 R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3%inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies(Mandatory). O R403.4.4.1 Storage water heater temperature controls ▪ R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). ▪ R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. ▪ R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1. Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 141 R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical,as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. Id R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 11/16/2017 5:56 PM EnergyGauge®USA-v5.1 - -Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal, rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. ▪ R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum ▪ thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance • with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or ▪ solar energy source computed over an operating season. RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 11/16/2017 5:56 PM EnergyGauge®USA-v5.1 - -Section R405.4.1 Compliant Software Page 3 of 3 ' FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: The Novak Residence Builder Name: Tom Trout, Inc. Street: 364 7th Street Permit Office: Duval City,State,Zip: Atlantic Beach, FL,32233 Permit Number: Owner: Mr.and Mrs.Novak Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. NJ Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. \ Exterior thermal envelope insulation for framed walls shall be installed in V substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. \ ' Rim joists Rim joists are insulated and include an air barrier. �+ Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity �! spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air \ . barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 11/16/2017 5:56 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 1 Residential Equipment Selection Summary EnergyGauge The Novak Residence 11/16/2017 364 7th Street System #1 Atlantic Beach, FL Conditions Outdoor Winter Dry Bulb: 29 F Summer Dry Bulb: 95 F Summer Wet Bulb: 77 F Room Winter Dry Bulb: 70 F Summer Dry Bulb: 75 F RH 55 % Air Entering Indoor Coil Winter Dry Bulb: 70 F Summer Dry Bulb: 75 F Summer Wet Bulb: 66 F Water temperature (for water-source equipment) Late Winter: F Late Summer: F Design Loads Heating: 14.3 Sensible Cooling: 10.8 Latent Cooling: 3.9 Air Flow Estimate Cooling CFM: 600 Equipment Information - Heating Manufacturer: Goodman Type: Electric Heat Pump Outdoor Model: GSZ14018 Indoor Model: ARUF25B14A Nominal Capacity: 17.00 Equipment Information - Cooling Manufacturer: Goodman Type: Central Unit Outdoor Model: GSZ14018 Indoor Model: ARUF25B14A Nominal Capacity: 18.00 I hereby certify that Prepared by:(c 2-h_Gly h./ 1, the equipment selected is in accordance with ACCA Manual S. Date: //`/o -/7 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: The Novak Residence Builder Name: Tom Trout, Inc. Street: 364 7th Street Permit Office: Duval City, State,Zip: Atlantic Beach , FL,32233 Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261300 Cond. Floor Area:: 1205 sq.ft. Cond.Volume: 9941 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: CFM(50): , C: n: R: ELA: Single or Multi Point Test Data //�� HOUSE PRESSURE FLOW: Eq LA. //4'/.S 1 Pa cfm ACH: ov'Y/- 2 Pa cfm SLA: e OZO 3 Pa cfm ACH(50) * : 5, 6 4 Pa cfm — — * For prescriptive projects, tested leakage must be 5 Pa cfm <=7 ACH(50). For performance projects, tested 6 Pa cfm leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2.Testing shall be conducted with a blower door at a pressure of 0.2 inches 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. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed: 5. Heating and cooling systems, if installed at the time of the test,shall be turned off;and 6.Supply and return registers, if installed at the time of the test,shall be fully open. Testing shall be conducted by either ES •••'• I hereby certify that the above envelope leakage individuals as defined in Section .` OFK.....T' :'••.:, performance results demonstrate compliance 'or (7), Florida Statutes or '%, . ':0, with Florida Energy Code requirements in individuals licensed as set forth in •�;, � ,,; ;::;: ; : accordance with Section R402.4.1.2. Section 489.105 3 f , '7' OO (g), or (i) or an r� _ ,. = tiie approved third party. A written report ;`a of the results of the test shall be signed =• zmigoi4 - SIGNATURE: bythe third partyconductingthe test y' .......... . and provided to the code official. • OD wE� •''�• PRINTED NAME: �•• DATE: / BUILDING OFFICIAL: -f _ DATE: 3d–r7 11/16/2017 5:56 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 1 Residential System Sizing Calculation Summary Mr. and Mrs. Novak Project Title: 364 7th Street The Novak Residence Atlantic Beach, FL 32233 Addition 11/16/2017 Location for weather data: Jacksonville, FL - Defaults: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humidity data: Interior RH (50%) Outdoor wet bulb(77F) Humidity difference(49gr.) Winter design temperature(TMY3 99%) 29 F Summer design temperature(TMY3 99%) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 41 F Summer temperature difference 20 F Total heating load calculation 14311 Btuh Total cooling load calculation 14698 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of calc Btuh Total (Electric Heat Pump) 118.8 17000 Sensible (SHR = 0.75) 124.5 13500 Heat Pump+Auxiliary(0.0kW) 118.8 17000 Latent 116.8 4500 Total (Electric Heat Pump) 122.5 18000 WINTER CALCULATIONS Winter Heating Load(for 1205 sqft) Load component Load Window total 231 sqft 2508 Btuh Ceilings(53Y.) Wall total 1264 sqft 4599 Btuh wells(32.1%) Door total 40 sqft 656 Btuh windows(179f) Ceiling total 726 sqft 755 Btuh Floor total See detail report 1008 Btuh Infiltration 106 cfm 4785 Btuh Duct loss 0 Btuh Subtotal 14311 Btuh Ventilation 0 cfm 0 Btuh Floors(7.O%) TOTAL HEAT LOSS 14311 Btuh Doors(4.6%) Infil.(33.4%) SUMMER CALCULATIONS Summer Cooling Load(for 1205 sqft) Load component Load Window total 231 sqft 3458 Btuh Wall total 1264 sqft 2972 Btuh Ceilings(5.6%) Door total 40 sqft 496 Btuh Ceiling total 726 sqft 829 Btuh Windows(235%) Floor total 421 Btuh Walls(20296) Infiltration 80 cfm 1750 Btuh Internal gain 920 Btuh Duct gain 0 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Floors(2.9%) Total sensible gain 10847 Btuh L Doors(3.4%) Latent int(8.2%) Latent gain(ducts) 0 Btuh Latent gain(infiltration) 2651 Btuh IntGain(6.3%) Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 1200 Btuh Infil.(29.9%) Total latent gain 3851 Btuh TOTAL HEAT GAIN 14698 Btuh Among iv EnergyGauge®Systew Sizing ` / 8th Edition PREPARED BY: O� '1 / I, DATE: /f/6 -/7 MRIIUAL 3 --Nos EnergyGauge®/USRCZB v5.1 Residential Window Diversity MidSummer Mr. and Mrs. Novak Project Title: 364 7th Street The Novak Residence Atlantic Beach, FL 32233 Addition 11/16/2017 Weather data for: Jacksonville - Defaults Summer design temperature 95 F Average window load for July 2102 Btuh Cooling setpoint 75 F Peak window load for July 2976 Btuh Summer temperature difference 20 F Excusion limit(130% of Ave.) 2733 Btuh Latitude 30.5 North Window excursion (July) 243 Btuh WINDOW Average and Peak Loads 3,000 •,�.�.-.� 2,840 ^.—._.—•_•—._.—._.—._.—._•— . .7.f._.-._.-._A;•MEM.-"III 2,600 ,, % 2,400 'II, 2,200 " . 2,000 of •w r• • 1,840 .{• 1,600 ....,o. 1,400 0.• ..... r 1,200 te. 1,000 -. 8 10 12 14 16 18 20 L-• Window Load (�) -•-• Limitfor excursion 12 Hour Average Total July Window Load(Radiation and conduction) Warning:This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms.A zoned system may be required or some rooms may require zone control. Ptienri it EnergyGauge®Systtemm Sizing for`Florid •ences only PREPARED BY: - h vl/ • . -�f�-,/ * ;,, DATE:_____//22LIL47MANUAL J EnergyGauge®/USRCZB v5.1 System Sizing Calculations - Winter Residential Load - Whole House Component Details Mr. and Mrs. Novak Project Title: 364 7th Street The Novak Residence Atlantic Beach, FL 32233 Building Type: User Addition 11/16/2017 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference: 41.0 F (TMY3 99%) Component Loads for Whole House Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2, NFRC 0.22 Vinyl 0.26 W 4.0 10.7 43 Btuh 2 2, NFRC 0.22 Vinyl 0.26 W 31.1 10.7 332 Btuh 3 2, NFRC 0.22 Vinyl 0.30 N 30.0 12.3 369 Btuh 4 2, NFRC 0.22 Vinyl 0.26 E 12.0 10.7 128 Btuh 5 2, NFRC 0.22 Vinyl 0.26 E 20.0 10.7 213 Btuh 6 2, NFRC 0.22 Vinyl 0.26 W 4.0 10.7 43 Btuh 7 2, NFRC 0.22 Vinyl 0.26 W 16.0 10.7 171 Btuh 8 2, NFRC 0.22 Vinyl 0.26 S 12.0 10.7 128 Btuh 9 2, NFRC 0.22 Vinyl 0.26 S 26.0 10.7 277 Btuh 10 2, NFRC 0.22 Vinyl 0.26 N 24.0 10.7 256 Btuh 11 2, NFRC 0.22 Vinyl 0.26 N 35.6 10.7 379 Btuh 12 2, NFRC 0.22 Vinyl 0.26 N 16.0 10.7 171 Btuh Window Total 230.7(sgft) 2508 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame-Wood - Ext (0.089) 13.0/0.0 184 3.64 668 Btuh 2 Frame-Wood - Ext (0.089) 13.0/0.0 110 3.64 401 Btuh 3 Frame-Wood - Ext (0.089) 13.0/0.0 216 3.64 784 Btuh 4 Frame-Wood - Ext (0.089) 13.0/0.0 188 3.64 684 Btuh 5 Frame-Wood - Ext (0.089) 13.0/0.0 218 3.64 793 Btuh 6 Frame-Wood -Ext (0.089) 13.0/0.0 160 3.64 582 Btuh 7 Frame-Wood - Ext (0.089) 13.0/0.0 36 3.64 133 Btuh 8 Frame-Wood - Ext (0.089) 13.0/0.0 152 3.64 553 Btuh Wall Total 1264(sqft) 4599 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated - Exterior, n (0.400) 40 16.4 656 Btuh Door Total 40(sgft) 656Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/UShing (0.025) 38.0/0.0 726 1.0 755 Btuh Ceiling Total 726(sqft) 755Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Stem/Crawlsp(Carpet)(v) (0.043) 19.0/13.0 479.0 sqft 0.9 443 Btuh 2 Raised -Open (0.050) 19.0 275.0 sqft 2.1 565 Btuh Floor Total 754 sqft 1008 Btuh Envelope Subtotal: 9526 Btuh Infiltration Type BySpaces ACH Volume(cuft) Wall Ratio CFM= Natural 0.64 9941 1.00 106.2 4785 Btuh Duct load Average sealed, R6.0, Supply(Con), Return(Con) (DLM of 0.000) 0 Btuh EnergyGauge®/USRCZB v5.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Mr. and Mrs. Novak Project Title: 364 7th Street The Novak Residence Atlantic Beach, FL 32233 Building Type: User Addition 11/16/2017 All Zones Sensible Subtotal All Zones 14311 Btuh FN HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 14311 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 14311 Btuh EQUIPMENT 1. Electric Heat Pump Goodman#GSZ14018 17000 Btuh rbinworof Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear'or Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) 'inim0414.4 MRNIIHL 1 Version 8 EnergyGauge®/USRCZB v5.1 Page 2 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Mr. and Mrs. Novak Project Title: 364 7th Street The Novak Residence Atlantic Beach, FL 32233 Building Type: User Addition 11/16/2017 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference: 41.0 F (TMY3 99%) Component Loads for Room#1: RoomslnBlock1 Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2, NFRC 0.22 Vinyl 0.26 W 4.0 10.7 43 Btuh 2 2, NFRC 0.22 Vinyl 0.26 W 31.1 10.7 332 Btuh 3 2, NFRC 0.22 Vinyl 0.30 N 30.0 12.3 369 Btuh 4 2, NFRC 0.22 Vinyl 0.26 E 12.0 10.7 128 Btuh 5 2, NFRC 0.22 Vinyl 0.26 E 20.0 10.7 213 Btuh 6 2, NFRC 0.22 Vinyl 0.26 W 4.0 10.7 43 Btuh 7 2, NFRC 0.22 Vinyl 0.26 W 16.0 10.7 171 Btuh 8 2, NFRC 0.22 Vinyl 0.26 S 12.0 10.7 128 Btuh 9 2, NFRC 0.22 Vinyl 0.26 S 26.0 10.7 277 Btuh 10 2, NFRC 0.22 Vinyl 0.26 N 24.0 10.7 256 Btuh 11 2, NFRC 0.22 Vinyl 0.26 N 35.6 10.7 379 Btuh 12 2, NFRC 0.22 Vinyl 0.26 N 16.0 10.7 171 Btuh Window Total 230.7(sqft) 2508 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame -Wood - Ext (0.089) 13.0/0.0 184 3.64 668 Btuh 2 Frame -Wood - Ext (0.089) 13.0/0.0 110 3.64 401 Btuh 3 Frame-Wood - Ext (0.089) 13.0/0.0 216 3.64 784 Btuh 4 Frame -Wood - Ext (0.089) 13.0/0.0 188 3.64 684 Btuh 5 Frame -Wood - Ext (0.089) 13.0/0.0 218 3.64 793 Btuh 6 Frame -Wood - Ext (0.089) 13.0/0.0 160 3.64 582 Btuh 7 Frame -Wood - Ext (0.089) 13.0/0.0 36 3.64 133 Btuh 8 Frame -Wood - Ext (0.089) 13.0/0.0 152 3.64 553 Btuh Wall Total 1264(sqft) 4599 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated - Exterior, n (0.400) 40 16.4 656 Btuh Door Total 40(sqft) 656Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing (0.025) 38.0/0.0 726 1.0 755 Btuh Ceiling Total 726(sqft) 755Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Stem/Crawlsp(Carpet)(v) (0.043) 19.0/13.0 479.0 sqft 0.9 443 Btuh 2 Raised - Open (0.050) 19.0 275.0 sqft 2.1 565 Btuh Floor Total 754 sqft 1008 Btuh Room Envelope Subtotal: 9526 Btuh Infiltration Type BySpaces ACH Room Volume Wall Ratio CFM= Natural 0.64 9941 1.00 106.2 4785 Btuh Duct load Average sealed,Supply(R6.0-Cond.), Return(R6.0-Cond.) (DLM of 0.000) 0 Btuh EnergyGauge®/USRCZB v5.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Mr. and Mrs. Novak Project Title: 364 7th Street The Novak Residence Atlantic Beach, FL 32233 Building Type: User Addition 11/16/2017 Room#1 Sensible Room Subtotal 14311 Btuh FIV HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 14311 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 14311 Btuh EQUIPMENT 1. Electric Heat Pump Goodman#GSZ14018 17000 Btuh ra Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) phn � or-Glass as'Clear'or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) MANUAL 3 Version 8 EnergyGauge®/USRCZB v5.1 Page 2 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Mr. and Mrs. Novak Project Title: 364 7th Street The Novak Residence Atlantic Beach, FL 32233 Addition 11/16/2017 Reference City: Jacksonville, FL Temperature Difference: 20.0F(TMY3 99%) Humidity difference: 49gr. Component Loads for Room#1: RoomsinBlock1 ______Akj Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshaded_Shaded Unshaded 1 2 NFRC 0.22,0.26 No No W 1.5ft 10.0f 4.0 0.0 4.0 10 26 105 Btuh 2 2 NFRC 0.22,0.26 No No W 1.5ft 10.0f 31.1 0.0 31.1 10 26 820 Btuh 3 2 NFRC 0.22,0.30 No No N 1.5ft 11.0f 30.0 0.0 30.0 11 11 318 Btuh 4 2 NFRC 0.22,0.26 No No E 17.0f 2.0ft 12.0 12.0 0.0 10 26 118 Btuh 5 2 NFRC 0.22,0.26 No No E 10.Of 2.0ft 20.0 18.9 1.1 10 26 1 215 Btuh 6 2 NFRC 0.22,0.26 No No W 1.5ft 2.0ft 4.0 0.0 4.0 10 26 105 Btuh 7 2 NFRC 0.22,0.26 No No W 1.5ft 2.0ft 16.0 0.0 16.0 10 26 422 Btuh 8 2 NFRC 0.22,0.26 No No S 1.5ft 2.0ft 12.0 12.0 0.0 10 12 118 Btuh 9 2 NFRC 0.22,0.26 No No S 1.5ft 2.0ft 26.0 26.0 0.0 10 12 255 Btuh 10 2 NFRC 0.22,0.26 No No N 1.5ft 2.0ft 24.0 0.0 24.0 10 10 235 Btuh 11 2 NFRC 0.22,0.26 No No N 1.5ft 2.0ft 35.6 0.0 35.6 10 10 348 Btuh 12 2 NFRC 0.22,0.26 No No N 1.5ft 2.0ft 16.0 0.0 16.0 10 10 157 Btuh Window Total 231 (sqft) 3216 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Ext 0.09 13.0/0.0 183.5 2.4 432 Btuh 2 Frame-Wood-Ext 0.09 13.0/0.0 110.3 2.4 259 Btuh 3 Frame-Wood-Ext 0.09 13.0/0.0 215.5 2.4 507 Btuh 4 Frame-Wood-Ext 0.09 13.0/0.0 188.0 2.4 442 Btuh 5 Frame-Wood-Ext 0.09 13.0/0.0 218.0 2.4 513 Btuh 6 Frame-Wood-Ext 0.09 13.0/0.0 160.0 2.4 1 1 376 Btuh 7 Frame-Wood-Ext 0.09 13.0/0.0 36.4 2.4 I 86 Btuh 8 Frame-Wood-Ext 0.09 13.0/0.0 152.0 2.4 358 Btuh Wall Total 1264 (sqft) 2972 Btuh Doors Type Area (sqft) HTM Load 1 Insulated-Exterior 40.0 12.4 496 Btuh Door Total 40 (sqft) 496 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM I Load 1 Vented Attic/Light/Shingle 0.025 38.0/0.0 726.0 1.14 829 Btuh Ceiling Total 726 (sqft) 829 Btuh Floors Type R-Value Size HTM Load 1 Stem/Crawlsp(Carpet)(v) 19.0 479(sqft) 0.4 214 Btuh 2 Raised-Open 19.0 275(sqft) 0.8 207 Btuh Floor Total 754.0 (sqft) 421 Btuh Zone Envelope Subtotal: 7934 Btuh Infiltration Type BySpaces ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.48 9941 1.00 79.6 1750 Btuh Internal Occupants Btuh/occupant Appliance Load II gain 4 X 230 + 3400 4320 Btuh Sensible Envelope Load: 14004 Btuh EnergyGauge®/USRCZB v5.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Mr. and Mrs. Novak Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 364 7th Street The Novak Residence Atlantic Beach, FL 32233 Addition 11/16/2017 Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DGM of 0.000) 0 Btuh Sensible Zone Load 14004 Btuh The following window Excursion will be assigned to the system loads. T Windows July excursion for System 1 243 Btuh Excursion Subtotal: 243 Btuh Duct load 0 Btuh Sensible Excursion Load 243 Btuh EnergyGauge® USRCZB v5.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Mr. and Mrs. Novak Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 364 7th Street The Novak Residence Atlantic Beach, FL 32233 Addition 11/16/2017 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 10847 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 10847 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 10847 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 2651 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (4.0 people @ 200 Btuh per person) 800 Btuh Latent other gain 400 Btuh Latent total gain 3851 Btuh TOTAL GAIN 14698 Btuh EQUIPMENT 1. Central Unit Goodman#GSZ14018 18000 Btuh `Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No), Blinds(B),Draperies(D)or Roller Shades(R)) rcrrr.rti - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave, half closed For Roller shades:Assume translucent, half closed (IS-Insect screen: none(N), Full(F)or Half('h)) 1.1114111001101111.*OWL MRNLIRL J (Ornt-compass orientation) Version 8 EnergyGauge®/USRCZB v5.1 Page 3 (i:/1..,.v.,:r4.,r `' _� Permit Conditions \� �" City of Atlantic Beach `�0;t ' Permit Number: RESA17-0021 Description: addition&interior remodel Applied: 11/21/2017 Approved: 1/11/2018 Site Address:364 7TH ST Issued: Finaled: City,State Zip Code:Atlantic Beach,Fl 32233 Status:APPROVED Applicant:<NONE> Parent Permit: Owner: NOVAK EMILY E Parent Project: OFFICE COPY Contractor:<NONE> Details: LIST OF CONDITIONS SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 11/28/2017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 11/28/2017 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 3 11/28/2017 POST CONSTRUCTION TOPO INFORMATIONAL SURVEY PUBLIC WORKS Scott Williams Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 4 11/28/2017 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services). Container cannot be placed on City right-of-way. 5 11/28/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 11 Printed:Wednesday, 17 January, 2018 1 of 2 0 t*' Permit Conditions • City of Atlantic Beach 6 11/28/2017 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. Printed:Wednesday, 17 January, 2018 2 of 2 024- SEVENN SMEET 7E BENNCMHMARK OLE 40' RIGHT OF WAY NORM RIM, EiEVAnON- 76 MAP SHOWING SURVEY OF (N.c.u.D. 1929) THE WEST 30 FEET OF LOT 27, AND THE EAST 30 FEET PAVED PUBLIC ROAD FOU ° 3/4" IRO 60.25'(FiELD) OF LOT 29, BLOCK 8, PLAT No 1, SUBDIVISION A, -----— P/ NO CAP • ATLANTIC BEACH, ACCORDING TO PLAT THEREOF 20. oo'NO CAP 60" OO 30.00 FOUND 3/4' /RaN RECORDED IN PLAT BOOK' 5, PAGE 69 OF THE CURRENT P/P� _ 30.00' 20. 0o'r 670. DO' ----__ _ _ PUBLIC RECORDS OF DUVAL COUNTY," `FLORIDA. I cavaaerF L DRfVr BRICK w I I L co W z h Po*�r / -1110 9.5 x� 1Le' c "68 W _ I Q 10 z0 40 U \ I 1�90.9 I � of ' N ' f SCALE: 1" = 20i' I 7.O s r N42. I W W I I I NOTES. LOT 31 N 1 STO YCONCRETE. ar k W 1- I 1. THIS IS A BOUNDARY AND RES m TOPOGRAPHIC SURVEY. No. 4 ESIDENCE W 2. NORTH PROTRACTEDPLAT FROM PLA O 3 ^ ►o FlN/S�y£D N LOT 25 J. INTERIOR ANGLES AS SHOWN I <N w, s2CR �A7laV-11.41 HEREON. I I 4 w4. NO BUILDING RES7RIC71oN LINES v PER PLAT. W Q I 5: BENCHMARK IS A MAG NAIL AND j 3 I I a o y DISK, No. LB3672, IN A WOOD POWER ONOO A/c 9• O W I Q � POLE ADJACENT TO RESIDENCE No. A g 9 14.8' PORCH ((�.JJ I I :7 377 87H STREET, ELEVA T10N=10.57 O iq C = 0 (N. G.. V D. 1929) h 6. SITE BENCHMARKS AS SHOWN y HEREON. 0 I I` 0� THE PROPERTY SHOWN- I I I I °�Z HEREON UES IN FLOOD ZONE "X" (AREA OUTSIDE OF THE 0.29, O O 33' ANNUAL CHANCE 3.2' FLOODPLAIN) AS WELL I W W W 5' I AS CAN BE DETERMIEND. I W FROM THE FLOOD I I o INSURANCE RATE MAP ►� OFFICE Y No. 12031 C0409H, Q� I I I REVISED JUNE 3, 2013 W N 3 N FOR DUVAL COUNTY, W IDA. I O THIS SURVEY WAS MADE FOR THE BENEFI T �' OF EMIL Y E. NO VAK. 4 FOUND 3/4' I _ _.PIPE NO 09 CAP p 3• I I = FOUND t' /ROW B' M000 P! I p FENCE NO CAP ' - L 0 T 32 LOT 30 60I£O[D) o FEticE LOT 28'' .. DONN W. BOATWRIGHT, P.S.M. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 SEAL OF A FLORIDA LICENSED SURVEYOR AND MA PER. "B O w jam' �� D �� ' A• FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 H 1 YY�"�( ==CHECKEDBY [D7RjWN BY: CL FILE: 2017-1730 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241 8550 DATE: DECEMBER 8, 2017 SHEET 1 OF 1 I I I U) LN N L L ° w = N 31 -11 -1/6 14 -3'7/ 16 � — '� S- -3c c � npoa� 6 >'>-L E C.com 1, rn 16 -11 1/16 15 -0 13/161, Eom - , u � N >i 0 1� — t! C 12 -b 9i 16 4'-4 1/2" �0U�t Lac : rn ._ ut- o L _ -I 4 -10 10/1v 3 -3 4 -4 3/4 ° L_ 0 41-sVwu �u in J ' L. V N � _ 2 -3050 -SH -6/6 3"PA ATI SEON 2X6 WALL a u jo j x in H O O C O L O C 1-R81SUP� v .0 u c „o _ +u+ u O nc CAL NLo 8 mF OT HIGH EXTERIJR WALLS TO BE a.n- N , „ a� I c u O X -m w -1 I to O n a C - c FLOORpTHE2I� DFRAMING ONm O2X6WALL 2X6 � �c3Z= in m N d 0 C 10 — I r�1 I - j_ rn IY � rn a t 3 o u m 'I - a� .o vO ._ a� t I �a c 0 _TSU 1��4 _. .OFFICE/GUE�j p L _ t -1 X 0 -4 In r m _ 12 � � m // m L� m w x Lv+�c . ' F _ r., m IT ar 8.25 P.H. ARPET _ � n , „ , u �. L y OC T&G 1X6 V GROOVE CEILING _ _ X N v-,3'-10 t1 3 -7 �/8 6 11 9/16 3 8 w 1/2 _� c,oN�,p -4'-5 11/16 �,c 00 2 -0 3/1 1 8 10 1 10 = „ 01"32 0 9116 tl 4-/ 4 U ON 2 -6 m J r, ° 2 -1 COVERED DECK 9 9/16 _ t , _ t 1 -7 11 /16 � � �/ � 11 � n 1 N ,- n _ n � C V Of - 8 -4 1 /2 11 -1 14 8 X2o 3 .00 Of 12 � 1/16 a>'oa°c� E m v, > N I FX rn a - 1 1620FX 1 FX � 16 3-811/16 t a „ d 8.25 P.H. TREX 1 FX ar' •- L ar' J E ,i _ I �Eoo1Lu% _ 3 -3 4 1 5/ 16 .00 8 11/16 4 b % –L .mo a a> e rn m �o ,• _ — c c .� L 3 — ..- i a c 4040 SH CLIEAR-TEMP 2010 -HALF CIRCLE m y m D � m •p dJ _ 0 3 MULLED _ r m > co C pt p C UI ul N — C N - ; C _ N r- m o L >i m 4 3/ 1 b m -v _ _.. v m w aux mm f... 1 m � ARPET u. cfl lIl GOV RE 0o E _ n- �✓ — 1 a OWNER 5 _ �ss8 r J C O i ��'yj4-gyp _ i., V V V �r w TERPR OF w 414 o tF_ m rn� c a L BATH o .>J I- % GUEST/GA�BN�t ��/'�{TH 1 c – ,..,,......._ may,{, CN co b -10 X 8 -7 _ N BALLON o ¢ F ,x 11-1 X '11-11" to O v 3 y m v► cV W o= m p I� ILI m 10 -3 -0 M o N r _ o DI a> c J C4� I- 8 P.H. TREX �z I v _ O - c w, 0 o r _ > _ ,li z 8.25 P.H. TILE N - -a s :5 - m sp <W S P.H: TILE to ® Zpz -' � �`I � I- -' � �= m X x1 0 I - a� - w o 1 - m m N m Lir fw Im p D 2-3040 SH 6i6-3 SEPARATION z w luD :30 = d ,Q� �' -' J KNEESPACE 3 �' m r dvu ( , 1 cv oo.� co ITOO I I cA c m "- :� C 3" HIGH KNEEWAL- 0] L(l - ,xy J ~ h '" N fF I I IIi-,.N(IDOORLE55 SHOWER D LZ ai N 2868 2868 FULL HEIGHT WALL I Lu , a _ _ c) �j o N 3068 3068 I a io O N u p - ¢ CD -loll31 5116 4 011/16 0 56 a4J%_ F J - �. 0 10-134 m a� °3v'>> Cn$ r r"1-� i `� r,�, H,4LL # 1 Yet. I . G.CNI � L _ = P A: 1 LIZ31-nil X 20'-1" X 5- - C o f z _- OWNER 5 5UITE 10-0 11 r ° �� f / N _ X11 It t(1 V 0`-ty� �c� 14'- T' * 19'-2" __ F 8.25' P.H. CARPET ` `U a E V 12"BENCH SEAT Wr IM c (V I 8.25'P.H. WOOD r ut � ,� +� --- Q - 3 rntco cty z .HANDHELD ABOVE � : ® S' P.H. CARPET -1 I. - � m O m BEDROOM # GUE5T ENSUITE #2 _ _ ,41 _ I 1 �5'-11" X 11'-3 1 " X 1, ? m `-° F-1 M N o 11 I _ 14-11 11 3 �_c w rnm o ov > _ -InJ22-1 /2 cSJ I cn 8-2 i P.H. CARPET 10� 1A STALKING f� L a + > _ /I 7 m .DRYER i �D -' Q. G7 V — O m 8.25' P.H- CARPET - �� LAUNDRYvw51+ER•..- m u. m O LI 1 iV v _ _ to , n, ,, : � ° ., � .., _, . ,.. � - ,.,: - - r -- _._ _ v_ N 10-0X411 t �cc O o t (�1 _ uW.m m P.H. TILE- oo 25 - 0 m m > W J O :r j W/V..L MOUNT LAUNDRY O V) C — C 2868F[i� - --- N m } TRAY TO PUT UTTER _ 1 U V d1 Q E W 1 1. �1 BOX UNDER SINK ._ C 5 H ES o ._ r -i T v O Ll.J {J 12 BLOCK OUT O 3 - I ' 22"X30"ATTIC .5 TT -` _/� '^ ', 2$68 - tU � - FLAT FOR FAN 2 -2668 -BALL CATCH 2868-00 n T O m v+ 1— (y10.xs y/ , `. 3, 1 u/ j! �. I W362424 NEW -W15 12 W3012 W3642 _ ,n L t (n U ._®^k?�^-J, 1(1 NEW 33 (� N m C - u�i N C L O� - ►� 00 - --�- m a r m m p f Q t' CID , ( B15L I 4DB30 636 OVEN/MW Ko M O >- O _ W \L i 3 V `o = p u W F- ED TI u 1 " � z — N— V N L - " _ U r- I 191-11 X 8 0 VAULT 3/12 VAULT .,.., � ,., Z !12 30 RANGE W/ m Q - t 4 m 11... u m in O E ISTING 2 V 8' P.H. CARPET _ X HOOD ABOVE � _ tiJ to 3 a� "a � _ 36 FRIG m rn - c u F- F[ m 1Ap1rT i (I ch O O �V : DA5HED LINE5 DENOTE KITCHEN 9 (ca NC -i. 0 C — m L a.. 4 L� IrJ _ POTENTIAL DROP BEAM }, u- L N " V I • - l W y W 7 m;60 � M r- - 21 1 1 /� ? K — 1_ 4� U POWDER – o ° .BENCH BY OWNER 8.25 P.H. TILE m T I• E W NDOW '..,, 1- a ,- a I THE5EARENEHCABINET5 � H 3° fL0 � 2-R&$ UNDER TH I 2 R&$ 1 1 X 5 1 0 ® I- — n— — T F L _ _ o - D/W ' S636 cn N 8.25' P.H. TILE ® 1B15R o I B21TC 18 m o uu 3 o PNTRY 36" PANTRY i , O C O 4J u v -� I ._ C 304 FX 3 -2240 -FX -8 -LIT" SEPARATION L I I I E( 3 v, N •- s- W 2868 --- - -- N L-! c F in 36" HIGH EATING BAR --- - FAMILY ROOM wH DN I w In s u 16'-3" X 18111 ! _ • cn I I 2W8 O a a N o • 8.25'P.H. WOOD — c�uoEo — O p M N 00 I O C m IO y _�� U43D 4 WSIP o cn ! a .� m In begS@161 s o I I _ �, — T&G 1X6 V GROOVE CEILING: , �, �, L ._ ;' ;;!,. i31 t /'� U N > N V M C— >� a �/ �� SITTING RO � 1 ,1 1 o FAMILY DINING � . ,, _~ m w � -t � � 7 -1 X 11 -11 " 1 J N UI > �•. V t` I( C r� , Q b- 5' P.H. WOOD O J ai o aci 2 �, s 8.25 P.H. WODD rn a -u CCU U ,� r U) C X V Y °_ L Dl N N U �R�� r � p ._ Ul m � J N w C m D {� I - - O O N dL -�-�s G A�rzr�oc� a C o =° s _ - tV 3inOvaEiL OCN v ASE WNVOOD TOP BASE WWOOD TO 1 -CAR GldtRptG '' c � � }D N N F YER -- - _ _ wILI � m r Z 30�}1SH 3041SH - BOOKCASE .. � q 11 X 1q 5 � _ ,•, rn O a, ., r� �y BOOKCASES BOOKCASES — — — — -, ! _ _ N C 9•-t w -1 51-01 t p o v L 1� >: I ry O J - - - _ - 10 P.H. CONCRETE L >. m c > h Li a� u ._ m w i, 22415C 22415C 2241.0 Cf) 324 SH .O d a.1 L N C li} J ENTRY PORCH - r- I 1 " , " o ,, n- ;, , _ 3068 3 'o co ,.... lrm- 16 11 X'1-4 � 1 u ,. � CONCRETE _ Ch oL t�- 8.25 P:H: CO E E tV r-1 �+ �. ,.` �:_ O I 3 -p a1 In Ln � I C V� ,L c >:v Ill (/1 1 n 1 1, , u O _ _ _ i p y ,Q O 11 8 518 4 8 3/4 1 I _ r 1 m13 p u. ' Q tp L O N in L° m �- >L DN �CNwO_ c m 7 �i U► � V C 8' X 8' OHD INSULATED -CO FIRM m p� O 6-- -- - � w r. .DATE. Jo'" m m J � L E E L U W 2X6 ALL V u ._ .._ V y t u Z Oy N H L ? N C'L 1 - a, 11/9/2017 1 1 11 H p •FJ 21-411/ 214" 5'-b -5/ 16 5 S 318 5 -4 1116 5 - 1 /8 M_ ° as O c: a C la 11-5 9116 11-5 5/5 5 -0 1/4" 11 -4 11 / 16 10 b 3116 cn o m u Jou 100 zu_�� SCALE.. U' O �' vl to '_ " L C 46 3 5/16 W n - t if -NILE r .- -- W Q W Q W 14 J p Y oG Q > w CL O Q Z J U LL1 ZW us r } U Lu a loll ip 11; �■� T- - - L TREE REQUIREMENTS: NOT APPLICABLE SINCE THIS IS AN EXISTING HOME AND IS AN ADDITION. NO TRESS ARE BEING REMOVED FOR THE WORK. THERE AF E MORE THAN ENOUGH TREES THAN THE MINIMUM REQUIREMENTS OF ATLANTIC BEACH 60.06(60.00' PLAT) 11 0 L 4� s o 0 _ .� c 03: o'0 cu °( c 3 cnto, 6 ob+ L Q c rn U ti czu �' ��° i QV O t0 =) X "- L N L a) L O _ >4 O o c v a L � e0 -p CIL ��p co O C -Og 7 j U Op 4 td OX a+ N a .= a) O O OU Z N O� w _ (ou o, O a) 201=6 :(5u 3u: 3 a 2 N 0 U rn E c w a;d aa) m X`- v o w o=c o E`er J O O N O 'Can:, s- . +� a) a o En L a) C cn O a) = C u = L 0 I (p L Q fC = 3 . rn L 0 c vc0 v Lu c o m ce a u � a miaai+�Mcn t 'O O O. a .�� 2m a� W w3c�a�� o _ L c',+- c O a� f6 :20 � =a yc�m g k•� L > - (6 O r__ ou > — O O .L L��,w 6 o 3 o > v N > 4' Lw aJL> c L1a�t OJ >,O H a) VI E ate+ 3 NN 4 3 A = c U m ra O 41 s�: 'g z(u rnf13oo•v> om moo u > `° CL 41 �~ rn¢o cm O C a) a� 3 N-0 vaic`L°°;`°fu ��—O =O (A ,° io 0 0 L_ — uU LJ a) f �3:a�iv�_ m .o c v � c � }, ti L a`) = m c ° coo LO !✓ U O 0 a 0_ Ol 4� a) U a c O y p � O + YXINU V4-- N ( 'l• II o U a o u__ -o 11 cca oo nOzv am ccSETBACKSY4LND 5n 130 MPH � O II X'05U ETGO�Y• G LEGAL �ESG�I�TIO�• v �>L > O J = ! I II a) aJ o 0 U L OS�D a NGL m v L G TYPE: � I 11�ON I IIbqqO 8U LDX /E # 11 0000 �. L (L) -w m II 0 J BU IL7I�G T GOl POP-OFF F TLNTIGEGH SUDIYI5ION O68 �1/16� L a,�L _ IMPORTANCE O T N G F A G T O R. 1.00fu a) I ;. I I .. . .. II I RAINAGE TO Y4 OFT LOT 2� � 30FT LOT 2q � 3 O O aU •�-.7�U a) r_TOP G'HY. FLT �WSLOG 8THESTREET. � -, 7' OU�OMEOOF �IG�T• 2FTRECORDED O/ 3446/1323 L f I — _. N UlLDGGODS2014FBG �U1 T. 1q4� o0 a-) o 2F—TB•RL 0 OL _ r. II IX) > or Cu at O CONTRACT NOTE. CONIRA T ANDJSITS CALCULATION5: .2 :E .c_0 UU _.:. .. -. Y - � I I 1 I :.. .._.... ....r..:. a L �D EMSPECIFICATIONSTAKE oW ._TOTAL LAND AREA: 0ACRE5= q,000 5.F. 0 oMM c .. a e . .. . , .. to o ... .. .r_5.F. .THESEU8cu014VED ._2V E6► O R ANY NTLI T zM GOY��:�G�.O CO C N Lo L L O Yv)4�0= � G� 211-1b% �GGO u (u b .0UIL.D WILL DEFAULT TSAID DOCUMENTO /o OF �O OL o .. 3 o L E FIVopy.-•, � -0 a� v .q 5.F. VIALK5,VRIVE5, 0 AC • 626 6 N = U L � 0 L V % H L /o O 5TOOP5 & H\IAC COVERAOE: 6.ql% 364 ITH_ _ a �a S TT 3: m _ 2 36-15%U -0 fa -0 (n TOTAL IMPERVIOIJ5: 51TE PLAN PLAN 2716 W a 0 W L 1 z Q ci M M Q ,Hw YI O J O M O Z w Lj— I Oce Y uj T-1 W ce ~ IL o z cn U a z u Lu W w m "o rl F- w Z _U �' w Lu M Z U w Q DATE: 11/9/2017 SCALE ill 101-011 SHEET: A-2 L 1 z 0 O M M Q N O O M O Z w Lj— I uj T-1 ce ~ _ cn U 0) .. Lu W w m "o rl O _U M Z W W V W rn O ko a M DATE: 11/9/2017 SCALE ill 101-011 SHEET: A-2 m_ L N 0 a) N L Clac ° �a03c, CONTRACT NOTE: CAND o >� L E uoa u �� V7 L O w (d (0 3 t SPECIFICATIONS TAKE PRECEDENCE_ Ca� � ._ L.U. (L° +� �o �t L a c rn U F- •- � _ O L CZU A' OVERTDRAWINGS.ANY U _,HESE CONFLICT �000. :Ll -w UCA co U � J L NATERU1 SURFGE ,X WILL` DEFAULT TO SAID DOCUMENTS. L L o u' ,� o > O � O O RUNOFF>`l Ib+ •- a� � L -auuco u .n 7'u, a� •r-, a 0.a)0 u 2—EX15TINC-7 c � a� c u o + m 0 X4� D Q)0 moo= 0�3 Y4000u zIGS— �v-oar-', � m C C0 t0 = a)° ^ a) ° — :3 >. � ° RIVACY FENCE — o N u — — — — — — — — — — — — — — -- -- —' ------ c 3 fl _-. o:E O L C = -- ATLANTIC BEACH REQUIRED (n to U L 6,E cw IFi aa)ONSITE RAIN STORAGE 4— � ofCA ° dO O _ w U � II II I E O 0 U a) J ._ iZ' .0 II II AREA—SEE ALL L iI IL I NTO 10.0-' � L �� E � E 0 0 - ' CALCULATIONS PAGE A -2m o " o. E 3 -0�, f0 ,L � y a) (O -20 v ro L I _,,, I I I I _ 3, _ rn O m IL II J 'v�na�_cc I ° c I II-,02u,xa ,�� U�=o II II O O 7 p� II iI I =" fa d-+ 'u II II 3 UPv II II I �L� °.__ �Q 0t II II IGUTTER : NEW �._ .2 _ I II II -.-2: ia a. -0 L c—.0 i I �__J I IER�° FULL GU- L_-- TTS AND DOWNSPOUTS WITH L �_ o3.00a�> I o �, > 0— m A WATER L ._ � C — J O a) >, ALL a J THE NEW ° c 3 c a, b SITE STORAGE AREA PER PLAN - � _._ C C O C, 'L II _ .L � i > 0. 12 IIa) u_ u o u c o ou7wrooN f I II U _ _,- T ,cn �0 - II �urna°= o 0 C E N I—CHEMICAL I o I it_� TOILET o m c 0 t II to ° � n3�°�o 3 LT F NCE.0 ' WH ON c U I i ��"Oa �� t +, o 11 �. .. �.. ° o 6'-811/1 �r�� 0 2-0 c I` _o -�n II c X ov,uY3 ° n3 a +� o �+ L L I a � ■ L -p E U V-- . .. .� N q—MATERIAL 5 U o x - o m E v .0 .. .. .. , . .. (u r I. .0 E _5TAC-71NC-7 s__.... �� Ofi� O1� 5IT FARKINO�.. 'rh0_3' 0- zu -00 o ...Zn L O a� a o • .r ... .: II FF=51TE PARKINC715 IN T5TREET A5 Cor ... ... e ,I ... I cCOMMON sOoL�I5 '�GTIGE z(v° I F .. :... (� r > C > 0 u1 ACCE55_ ° a U ° 1O—MATERIAL U •— N — c0 c0 Y'8 i'>`lT�LIY �0 0 � lif°_ 0 a� ma as o o u L c +, L L t0 _ _ O _ m _ > vca�a�a c � _3 m or- j o J O c0 N ._ U J ._ 5—ATLANTIC .0EBEACH rn, U U ._ V a a� T z0 T5 EE364 ITH 3�. > L @ a °. L a) o .N CON5TRUCTION516NJ ELEVATION 8 0 L -�- 8—DUMF5TE i� ocl & ADDRE55 I I�L L>- m SG z �, (7 o .r- 0 0 ai m cn J.O = Lu u uL •o 4 (U OFFICE E O a% .ice _ N V L f0 C •L O > ,'I- U Oa) Om C L C > - cl� 0 _ L L � L U CON5TIRUCTION 51.TE MANA..OEMENT P"LAN PLAN # 2716 w Q Lu z o, Q N N z O w M 0 Z w .� u- Y/ J to _ UOOi Q W MWS z W o m of F M w CL IL o z z F- w z I W W a M J � U w a DATE: 11/9/2017 SCALE 1"= 101-011 SHEET: A-3 z o, Q N N O 0 O w M 0 Z w .� u- uiF- to _ UOOi W MWS z W h m F M w ul o� W 0 0 I W a M DATE: 11/9/2017 SCALE 1"= 101-011 SHEET: A-3 a� a 0 O a) o a c o E �_ �� 1_ 11 E o m 0 *11 16 111/16 2? 101/4 .use_ C L p co 10 au NOTE: ENGINEER'S DETAILS TAKE PRECEDENCE,_ � _ _ U.14-713/16" 13'-2 7/16"° L , - 0 4 C L ¢ C 01 o •L u _ z U > a) 0 0 of o --- —�--- r 4� 4, U N o L O '^ X L L- _1 C � O L_ (m.2 _ cz 0 U = cn U (!1 N i O a) N L , u a i- O X 4 aL a) O +� O = O .�.y ..: U= 3z L _. C ,� .:.. m _c s; \ p-. OL ,_LC ,n a� •- 1a U c- @ C 10 I :_,. I I ,.. I . 11 it 11 � E _ \ 1 n 1 L u OC _ NOTE 30 X30 X12 BEARING PADSujNOTE. FOOTER.:& � I = I i S: I2 4 1/2 X X L � v O N � o :'._. -161-11 1/16 0 11 1/2 14 b 1/4 0 o rn TH 2—#5 STEMWALL I I L : I RODS B.W. ON CHALRS 2 O �J_. a� 0 0 cu ------ E m v, » ,_ L THEE NEW SLAB ...,.. ...., ,.. SIZES CONFIRMED BY FOUNDATION \l1/ SLAB :.:.. � .. , ......,.: , ...... _ ... ,..: , / faV _L :< -- = q�E .: _ +� _ ._ _ ON GRA E as rn GRADE DOWELLE ... .: �� 3 �._ON "• L -o rn ! — C INTO EXISTING �, o= .., � t0 O :.' a) X N � 1a N > Q L D1 C N a �i o o I :: ( - I I a L FOUNDATION—SEE I _ L Y U -- = �_ ENGINEERING 2 cn (u c (o)-ol v- C o 0Q CL - -- - - -�-- ---- --1 r- = o �- _ > :f --a a) U - O �- 03a—a,'° "- > �> O=o >, — o >, q� E��._ cn fu cm cu mCtA _ UEXI TIN F DATI N :S OU O I I CONTRACT NOTE .TRACT AND = _ _ . i o" OJ 0 ._ SPECIFICATIONSTAKE �=L�� -PRECEDENCEV, O m ,n o -i o � = Q U L — 3 OVER THESE DRAWING ANY p o�CONFLICT 'A o 2 \ °uta. ... I � ,.� � � W V c •N m ��, 4- U 10 a•. C - I� I 1 I'.;: O �3�_o0 ,,,... ,lll I a L C U f 3 _: WILL DEFAULT TO SAID DOCUMENTS. .0 � Q ,� .2 t! O; 10 Ol C -_ .. - wa) sU� - ' , 1 ,n a) N o p C N Ru IA. F i ch w � o c cuU ,a ¢ L y - I I .0 = o w Q L O ..., U 4-- a i .. .. .: �. I, ... E :. •: 1 O :0.10 a� >. .� .6 U — E 9 1 7 1 / 6.21 ,n p J = ii-1 a) U L C X - t. .,. .� : L a) �— ... L o •- ,n 0 J (0 - a) .0 ., .: t _ L O O I:. —Q- �, , - U Of _------ m 41 U L I I U - C > POUR_ _ NEW �_m MONOLITHIC � q . 1: L a) C ,. O O .. Q 1 _ C m ;. I I :: J_ s N FOOTERS WITH PEANUT- WALLS AS o L i a) czw _ O O REQUIRED BY �J L N U O THE STRUCTURAL V L =f ( ,n L q a� L a) L > L C a) ENGINEER FOR THE NEWWALLS ._ �U ca p U C=41 ._ a+ 3 J O 10 J •- U a: t _ E w rn. U U._. - V L 1 11 Q a) 11 1 2 9/ 1 1 5/8 b 2 _ _ zo 00 12.0 3/16. 4 8 11/16 83 HL ,ny > fl• L a1 F 1 O a u J 3 4 1 /21 11 11 .0 � 1 1/16 161-87 /8 11 411/16 101-6.3/16 >, _ J_ q — o a-' u i_ 11 (/) o _ � 46 3 5/16 z U •- (u .00 (7 0 °1 � vi H o L - C tn41Q�O W U w U •N © a;= = C ,n � q a) COPY = FFICE0 „ Q L -I (n N �' V L f0 C ._ O F- 10 L > TOVERPOUR EX STUNG PORCH NO E (n VI ,iI L 2 �� mo, �> t0 L SLAB .FOR THE FOYER XTE N I S ONFOUNDATION PLAN 0 L_ u �o W a W ceF a z .w.w Yl 9 O Y j a w O z Q Z J U H w z w W J �. a Lu L V) 0 0 NL 4J _ mL,a-3c v a ° 0 00 - 0>` >' L E E o c o 0 u.c� 0) r- 0 O L 10 10 41 C' - fl. U _ L N +' O 4..1 L a c OI 7 F- 0 'L U C Z U > au0O�a 41 '-U O ■ •_ ''-' U t U In U L CONTRACT N O TE. CONTRACT AND 1- If m D X ° 46 3 5/16 0 c . II 01 Q., cSPECIFICATIONS TAKE -PRECEDENCE �4_ ,11 3_,vb_119/16p a) Oc aLL) � L 1 11 1 11 11 1 11 — — — 0. _ - _ :3 �. 1 X11/16 203/1 .99/1:..6.,1 8 1 11 11-101111-1011 �U�� i . 2 -b a� c aaoo ANY CONFLICTL.F OVER THESE DRAWINGS. U SAID U A —= li QWILLDEFAULT TO DOCUMENTSo0c: c z= W c a) m •E 3 a c +� o L C.— ARBOR SYSTEM ._ l DECK 1NITH R OR EM 5 5 �, v 24-4 X 19-0rn E c w a 'Ui N W x (uL .IJ p U O w — O c O — O s � � O� C +.1 /0 w J O 2 U a) J 162 FX 162 FX 162 FX 162 FX - O `t p 0 o L L(1 � .� p. 4•� C N ,� m y N L a) J E rn0 E o tO U0 E a rn c, as i n o A 0 M = c -�OU c p 47 � � �L N m r �'ul+' 1 11 � @QJ' p y o 1" (U "U w .v �o O cry x c _ 6 -a a� a� "a a� a) O U cn c > to Q KNEESPACE = 0 a) c _ O — O O a)� F7\ _ � •- i o 1 a 344 SH 3448SH 3 6 6 306 �, f0 3 -0--a o i _ o c v 2868 ®o m f0 0 „ p1 �QO U ML- 2,� L C 'u _ 7 t -0 L •- �-, o — '••' , o to ,� 0 m a) OU c o _, c 0) _ m pts �v j m N 1N.I.G. CN cn o -0 — a� > I 1 N N C V= L- T RAR 0(U0J>,o E p t o N cn 1 ._ i •—. _ E HALL m 1 3 _ FFI 5TUDY/O GE� . -� .� ,1 MASTER BEDROOM' ra 11 3 -8 X 11 -3 In c lo. 5 X101-101, 3 c 1 11 _ rn sa, _ X � -,14 11 11 3 �� C-,04�� LAUNDRY W O O O L �-: - In 1.0'-0" X 4'-11" \ - 'L -o.. 21 4' > CL co \ E -V /� c CL u _ — o (n m v = p vi 4U-_ loo co m m Ln -,,q- 2868 ice.. O 2868 2 -2668 -BALL CATCH 1 fl -, 2868-COC:286812868 rn Q Ln ui c w rn fV 01 0 W3642 W3012 W362424 1 o N ai E BAT 2 HALL cv I K� � NcL0mN 4'-b" X 4'-211. Ras T-3"' X b'-891 tB_ I36 ° 0 v U L cm (n N O O f0 O .o P YVDER I _ �0�03� -' pll 1 11 KITCHEN 0 t-- M 8 -5 X 4'-2" 00 21'-11" X,8'-1" Fm m o w 4�U, LLi N M ® N00 >W 1 N !Il N� C 5 SHELVES �--� — — /� /71 I o N r '- o t f (h ® 2768 -CO 1 B21TC ONV o B36 0 1815R 1 4DB30 1 B15R 1 m o ? m L u c1+a `U' -- ------ i" i v oU� L U t 42 HIGH EATING BAR ^ rn o 41� c ON cm 2868 _ r „ma�0�3 - N 1_'j 0 U a�L OaA p ab c a) U E w t' T11 _ L a) O 1 T X00TSG�5�5 Uo ic3•o - i m �- c 10 U TEV 1Allb-116 o U c -cw-+� J O U. J E 13 U U ._ 1 6 9/16 2 5 13/1 5 ._ b 2 1/ 4 / 1 n a) L U 1 210-06_ _TG�� O2 2 4 4 1 5.8.5/16 51-b 3/8 a• z0 3 a H L U II 1 4- 11 Q� m 1 11 J 7 9/1 5 11.9... 7 6 13/16 1 4 1 1/16 11 5 464-68 4 11/16 10 8 3/16 _17�GK/ 0u - L L w '- >.Ncla • 46-35/16 cnO�U� c 121 2z v1�Tfi�Y PORG4 -t Ir- M c: -1 �.+ L to c j L +, 0 s O Lu v U ._ I N L (A p. �-, • 8 82 UNDER ROOF:_ 1 2 6 OPY m OFFICE C .. o .� E -.� -o� a; f O _ N O U L O O > C9 rno �0 1-r c L c > ceA5 E3UILT FLOOPLAN R 0 L_L S -0 10 to L W a W y W FA►M ILYROOM `� 2L�o 0 r- v z 16_1 X11-4 t�"Aa,= O 0 NREADING ROOM ,mo,ww V/ J E Q Ln 7-1 X 13-1 DINING ROOM 0 w O a IL _1 W CL X_ l'-4" 11 11 O z z �, .2 U F- N Z M �-c t0 � J � � V w a L � -• JCL) N a) fy-0 O U� L .._ -O N _ (A O O- ( o L y O �c ASE WNVOOD TOP BASE WNVOOD TO CARPORT N J .N N � >_ 1� cl'LIGIM2 FBOOKCASES 3041 SH 3041SH 3068 -- -- ---- -- -- BOOKCASE BOOKCASES , "' , " 1 O -5 X 2O -0 L �. �, — �O O N Q 0 � N N O c(u (m = 2241 SC 224 SC 2241 SC _ 324 SH 4_'ch N c O u :E O > - FRONT PORCH - .fl ,,_, U p u o L m 1 1, 1 11 16-11 X7-4 a� (u c >> m 0 m _Lu m 0 _ 1 , In U; N ip 106 N O O L r �' m 42 C. U L- O c O f0 O 4, A- Al t' T11 _ L a) O 1 T X00TSG�5�5 Uo ic3•o - i m �- c 10 U TEV 1Allb-116 o U c -cw-+� J O U. J E 13 U U ._ 1 6 9/16 2 5 13/1 5 ._ b 2 1/ 4 / 1 n a) L U 1 210-06_ _TG�� O2 2 4 4 1 5.8.5/16 51-b 3/8 a• z0 3 a H L U II 1 4- 11 Q� m 1 11 J 7 9/1 5 11.9... 7 6 13/16 1 4 1 1/16 11 5 464-68 4 11/16 10 8 3/16 _17�GK/ 0u - L L w '- >.Ncla • 46-35/16 cnO�U� c 121 2z v1�Tfi�Y PORG4 -t Ir- M c: -1 �.+ L to c j L +, 0 s O Lu v U ._ I N L (A p. �-, • 8 82 UNDER ROOF:_ 1 2 6 OPY m OFFICE C .. o .� E -.� -o� a; f O _ N O U L O O > C9 rno �0 1-r c L c > ceA5 E3UILT FLOOPLAN R 0 L_L S -0 10 to L W a W H z ,mo,ww V/ J Q 0 w IL W CL O z z U F- w Z w J � � V w a a� � .coo 31 -11 7/8 12 -9 7/16 �L�3c CONTRACT NOTE: CONTRACT AND I - a�aoom 161 �� ° a c Lo E - I ;= O 11 1 /16 15, 0 13/16 U u' L •- TAKE PRECEDENCE - =L OSPECIFICATIONS 12'-69/16 4-4 1/2" I Q U.- ,_ t0 O .a✓ � 1 U •- WIN ANYCONFLICT _OVER THESE DR/`1GS � 4 10 13/16 3 3 4 4 3/4 � c z c� >. I mop -•a N L (n DOCUMENTS, N V _ u(n U 2 -3050 -SH -6/6-3" SEAPATION 2X6 YVALLU a�L L VWLLL DEFAULT TOSAID jxO It. O C p 00I 1-R&s I o> L UP _uIs � I I - I I �Uco m _w - V) M(Aw _ 1 O U � N 06 I �_o- _ m am � I a - UU (A .1..' N °U� a,ro0X4� ma=(u0 2Xb WALL m I I c ._ ° c°°D L— — = — — - — — >' 3 z - o_ N I fumesfu_. I �U N - N !n , rn'0 c m- c m I �� U I N LATI O N N OT S TANKLE55 , I-- a� m S U OFFICE/GUEST SULTS #4 0 _ WATER 11 1 11 1- ( =o -� '`'' � .c - HEATER 12'-1 X 20-4 ._ L c - in IV u I I ,n_ N 8.25' PED.H. CARPET n '_ " a� E w R-19 F BATTS U& 1X6 V -GROOVE CEILING 2 1 �/6 n `- to N N W �It- 2'-4 1 /2" be- 11 9/16 31-611 I X �- X w 4) = o r „ 1 11 1- '1r 1- 11 1_ 1, W- �.. C 0 203/1 18 110110 .- 4-511/16 w ,_ 11 0�0� 0 COVERED DECK 2 6 � KNEEWALLS: R-19 FIBERGLASS BATTS J� 131121, X 19'-10 '-9 9/16° I , o U J _ 1 11 /16 - (� T; Cc: p1 L • 8.25' P.H. TREX ( o a� o = a� E m o 16 OFX 161FX 162 FX 162 FX m > fl R-38 FBERGLASS I � ATTICS.Z R-19 _ L_Lo NJc wp .0 (CLI v '�RAISED FLOORS. BATTS mnD N L ._ n N °- 00 0m 3� m0 L . rn O o N _' _ cry 6-103116 L� m p (V a46- LUc _ v a 2868 H i a� x m� CV W o - � �- N , G U E5T/GA�BA�N,4 BATH I m ._ = L = o BATH #3, to o _' _ „ •,� ,a u 1 11 1 11 M c 11'-1" X 9'- n _ o m cn 1 O +� CL ,� Io y ma 10-3 X5-0 im coN _ 1 _j 10 cn w 4 N r ° a� c QO �� > z v = moo° V) o w � 8.25 P.H. TILE N � — c (n ._ o of L w o I �„ co m o i o - N Z n e w � N N � � KNEESPACE : m >� � - - O O o o u� T T 1n w z /SBF O m e L LIl � � (� M o T /� .N rn -1 `,/ Im cv �,a T I a I04 - L o 4, (V I �- I I I 1 I - rna U ago `� 2868 2868 ° • I m tee= N �° 'L • , I 3068Sm Do, 3068 '� > m 0 L� r0 1 u 1 L C p 1 -6 _ 1 1'- 102.2 5/16"4'-0 11 /16" m o 101-8 9/1 b cz HALL #1 _ c� 511 XC 7E 237 _ 10-0X5'-11" N m aooJ>,o 8.25' P.H. WOOD 8.25' P.H. CARPET I m ._ E 4Q. U) = 3 vi c� m f0BEDROOM #3 GUEST ENSUITE #2 m or I . r 15 11 X 11 3 14'-11" X 11'-3 ,� rn -� <n 8.25' P.H. CARPET L 1v 1a 5TAGKING � '� � O O N fl. 8.25' P.H. CARPET m> WASHER- _ _ 1 >, -° m > — p _ _ LAUNDRY DRY DRYER L 0- (u cru .. m 10-0 X4-11., r..;. I m � �� _ _ ;��' am crm M I _ �- 8.5 P.H: TIS cn > N ICID ;. aD MALL MOUNT LAUNDRY C N 1 C N N m; O N _ 1 'N _ .. TRAY TO LITTER I U UrnQ� 'a BOX UNDER5INK ui 4= O, - 10 01 CATCH U ' O 2 -2668 -BALL 2868 -CO 2868 I Q N E 1 y C L N m W362424 NEW-W1542W-W3042 W3012 W3642 e O tp ^ >,- i m VIN m v r N C- u�1 N C B15L 1 4DB30 B36 OVEN/MW Kp o p to C p �� - �l _ _�L _ I M I Ul U L =� t ' ` uL r- U) u° m = O t 30" RANGE W/ au _ ° a� L 1 O _ �, �wU�a, EXISTING HOOD ABOVE �, - m 4- U m •1 � x 3 "FRIG Z x a c b _ I co cn cn - o 0 - > DASHED LINES DENOTE I . m >7. L KITCHEN � Fm m -o = cn o r POTENTIAL DROP BEAM � -. ,a � � � In M PONDER r_ — 21'-11" X -1'-1+' W I N _ - 1 X$-10 8.25' P.H. TILE W - 1_ u m THESE ARE NEW CABINETS m ` a..1- O m I w1 (v;°L - - -T 1 co 1" c � Z aJ DNV S636 N C - IL ® r> 8.25 P.H. TILE IB16R ,. 1 -621TC _ c 18 L I i � o ' m -a 36" PANTRY `O I ` N N q i 9 I 1 PNTRY I M _ p c u_ O + U � a� - I 2868 I � .� ° c s c N - H HEIGHTS c- 36 HIGH EATING BAR a-+ 1ST FLOOR PLATE J +� ._ m FAMILY ROOM WH rn a� c " 1 11 DN - m � 16 -3 X 18-4 3 _ o(n� _ m 1 II a� ' Y L _ O EXISTING QTHE� 2868THAM CTO 8.5 P.H. W -v 2 OOD ` cV n � � � a •- V E O O O L ° m. �C14 E _ � o=�mm�, Ii 2 T v o &G 1X6 GROOVE CEILING d v rn m U a N N ++ cq SITTING ROOM - rn H X 11 ,1 FAMILY DIN 171-1 INC m L m>. a� � II 1 11 - 0 8.25' P.H. WOOD 11,-b,, X 10 9 a � cn "n > C14 m cn c c — o nnv II 8.25 P.H. WOOD U N oa) -a au 0) CL L wL •- > N 41 U1 'tu! m _1 O J ,n � LL p p p,a L (n O � m N O L 2 v ASE WNVOOD?OP tV (n L E BASE WNVOOD TO _ N L n 1 GAR GARAGE N -- -_ - _ _ -- ++ C C N N _ + F YER 1 11 1 11 3041SH 3041SH _ v rn B K A ._ ++ 00CSE - - I L q 11 X1q 5 B a, 1 1. BOOKCASES BOOKCASES — 5 N m a� REV15ED FOOTA67F.(A.5 0 0 o L� 10 P.H. CONCRETE _' " +� u a� o E .^ L 1 I M , Q 2241 SC 224 SC 2241 SC ,' m 24 H _ m W _ 3 S _ _ +,_ �fi 1 14 q .q C(1 p _ 6 6 _ .� EX15TINC7HEATED: ENTRY PORCH -m �L_� " 1 11 = a U - 3068 w O O 16 1J X1-4 U ._ m o � p 3 -o m 1 1 8.25 P.H. CONCRETECn N 18 Lm m a� 4 � CONVERTED HEATED: m I I I ,_I �� +� _ _ _ cA O � 7 9 1 /16 11 8 5/8 _ _ In 4 8 3/4 a, L L' p O 1 _ O m .� U •4*7cl-03� U T Jul 5T ELOO �� 1I I � L (n L o. p L 0 L 'p O U L N L D > 5.q c 3: a � HEATED: �2 4 _� 2%� LoOI _ 1 8 X 8 OHD INSULATED CONFIRM ° UcTOTALREV15ED�TD• 216 1 Ov I2Xb WALL. .� � � E t+_. Qi I- C7 L a. N z O 1 11 1 „ 3 a ..soft a 169/16 13 U) 1 c :210-06 _ ,11I„ >1 G�fi� GAG �2.4 2 4 _ _ _ _ I � p 5 8 5/16 5 8 3/8 5 4 1 /16 5 4 1 /8 j .� �� as _ 4B , r 1 _ >. C m -11-5 g116 _ 11 8 5/8 _ LL 5 0 1 I4 11 4 11 /16 _ .� DECK: 344.8410 8 3/16. i0. NEY4 COVERED zu._a, 1 11 I 01 (A • 46 -3 5/ 16 _ m 108.56I I �°W u w .=O E1�Tfi�Y �'ORGH. COPY 66-52 OFFICEGOYS D BALCONY: N0 ' U L m • C L O 8 (n NEY4 SLABi� 6 Oq 0 �m(�L -= L c> n. m E . 3qPROP05ED 15T F -L R P �— mm TOTAL: UNDER fio N 0_0 LAN us�V) W H c` W cda L7 N,w YI J Q � Y ce a w IL O zz CL u z � Lu Lu a W v L En c. y _� •— . 4 + m Q O c O >� >� L }_ a c o O EOE O, ■ u o� t c m ,_ AND LLCONTRACT NOTE. CONTRACT REMOVE & SAVE FOR REUSE ANY � !_ a REMOVE & DISCARD a� u _ L� �z ra OU++ c a c L_ L •_ 1� _PRECEDENCE .OTAKE SPECIFICATIONS PORTIONS OF THE DECK _IN THE V c0U a WOOD ARBOR SYSTEM � oo 4-J U a, 0 u L J L ANYCONFLICTL aUO OVER THESE DRAWINGS WAY F THE NEW ADDITION m = x O 'c' cn a) - O 'c H O O > L c.N L WILL DEFAULT TO SAID DOCUMENTS. . c � -oa�r, o° +-� u y aia a� L .� c 7 u 41M O X 41 fn a s a) O c+.' o c o >. 3 _ U c z f6 — (oN O w a) to 'm c ° c1: N _ p N Q ,1--c3a O — a) —_� U aim c w L._ a v y cl� X X L v- N cc _ c O O O pl N w J ��- V NJ'i a) � u L o - 0 a) O 1620FX 1620FX 1620FX 1620FX s= m m � cu J > fl A, Ja a) (O L (A O 01 E LIM .ii L ai NOTE: EXISTING MASTER L . (Eo( -0 ��, a� +� m c ._ ra u - M a) BEDROOM CLOSEST Lco � ra L +.� a) n3 c — O O M a) 41 _ C O'D•- p O BATH TO REMALN.L 4—f0 m n. — v ■ a)X�°°° > Tu in OHVACONOTE. O a) � N L a) 1 co c_ - L co a u 7 O 7 Ol a) RELOCATED TO THE o _ =_ c lA 01 KNEESPACE a-, to 'm - - �T .T� m >'-° N F7\ /� BF w c c T o o .r 3448SH 3448SH 3 6 6 306 � ,� O +� c c m 4� - SIDE OF THE HOME I I p 00 2868 ® ® m •o' a O c (u _ , ° L u a -O — O O c U o 00 0 3 7 > co 00 oca��,�� C14_ i c Q c O a) VI a a� � L •- N to 1c: f0 M O (0 . a.+ to � a) rn .,. L M 0k0M>O Q'°.U O N !� C o m o U fo U.:.u.0 r NOTE: REMOVE & SAVE _ a nu, 2868 u N 2-2668 BALL CATCH ° O O O 2868 CO 2888 868 ,d a) c3o � cn .° fn c. L..a) (0 t11 W3642 W3012 W36 +� m M FOR REUSE,' THE KITCHEN �_ �LU 1 -B36 Km g.c ca U) O c R&S L p `° c p ao -�G - 1 V L � •- N O - O p M w u p 7 —. U L n CABINETS. TH I _ _ E CABINETS .� � .� = co I co cn y, U c co co N <o O N > N C O f0 y_ co co o ON THS EXTERIOR WALL :� � L� 1 I N H Q — c of ,C C O $' C 2 m _ L M O68 0 u F_//77 T/�T TT7 .-, o rn 0 5 SHELVES a) L ® ® n4) $21T D/W i!S;Bl5RI _ I C � 4D830 m 2768 C0 M • _ z C c o TO REMAIN. LETHE � r_I IM 3w a� mo o° Oc „u— o u n._ c c uL a� 42 HIGH EATING BAR a� O � A DED WALLS _QcHY(nTE SLAUNDR TO ALSONO REMAIN U .� m a) a� .� 3 o m u co P2868 ++ O L M VED a a TOBERE OREAN L O c a) u w L O 'O .� O .__L , — a� cn v -p ab w coO O o U a) a� En O f0 f0 L c V a) p o C14_ d"i > E :En O U) U oo 00 . a) N a r N M J C O r ; J UI C a) v a) O ._ a) N Dl a x L > O Ilei � I L L (:) _ O O L 4.- ii f0 O ASE WNVOOD TOP BASE WNVOOD TO a� m (n I: 1. � �. L cv a) v 3041SH 3041SH 3068 BOOKCASE ,c +.� U rn +.� .N BOOKCASES BOOKCASES ._ 1 � a) w ar m a) .41 a) C o t .c O L � Q u u +-� u u O L 0 u 2 3248SH c > II 2241SC 241SC 2241S a .a u ._ m W _ a) �I - _ w L.c� cfc p 0 .Qu 3 -Ouo aac7) '•.7 uNOTE: THE T co�L 41 O O Oi V U ) t'�RP RTSLABWILL HAVE 12 U LO , DN _fp L 6 _O > c a) F. THE EXTERIOR� ._O CUT OUT c ro > u U c 0 J O f0 J U U _ F R A NEW PEANUT_.L O WALL - z O 3 a - (U,O,N,) J i ic NPROPER FOUNDATION�u-kui i. _ �NcO7_L .._+O w O ,O u �O z - _l � -.O mC to 4-J c p w u a) u •t— cx%ECopYH� OFFICCL (u _ O L E ,-, o - N _ � U L f0 > OR a) pl a) N c L c > f6 2 _ L - - 0 -0 � � N ,uDEMOLITION PLAN. L N Lu a 0 W H a z U w J Q ' O Y w w CL a O z Q z J U H Lu z w J U w Q a) L a L L O N O '- 4J N fl. O 3 p 0, a) 0 Q p w O (6 4� L- L c0 t0 C _ L o ' .D L L° Q c 'r- -H :3u h o L H a >. ° O vi o ■ ++ U N t m u J s - NOTE. CONTRACT ANDU a) OCONTRACTL�Qu 2 m D X LUI L 0 ' H o c L d1 ._O a) TAKE PRECEDENCE cSPECIFICATIONS (0 a) L U U c w ._ 8 FOOT HIGH EXTERIOR WALLS TO BEOVER THESE DRAWINGS ANY CONFLI T!icool* c .Ea) v m c O 0 � � U -0 L O Y o 2X6FRAMIN NTH _ G O E_2ND FLOOR cWLLL DEFAULT TO SAID DOCUMENTSa 0>.30 U c z d1 �- a) � fn C o C (0 - m �— all �:3a)-°u uQ,o'- c = (au F- a� p_0 L L •_ n U c �, 6,Ecw L- •N a) a) ' a L 4J X a) X w L p c o 0 32 0 g/16 w _ c o O O 3 41 4-' v- U O� W a - ...' " �- a �- a <. -0 r A -v 40 1211/16. 441/2 157 cru E� o L N -0 W N Uw - 3 32 0 q/16 N E a _ a -o ora In E rnC n J a M O J N 0 GC Q w IL> a 0 z a z J U Lu Z Lu W J J � � U uj Q N - U CEILING O '0 -Zo ® m L �� o -c'JuIrr- z 4a° ' OWNERS5 om _ Oo N 4- -_ 12" BENCH SEAT WM c C N HANDHELD ABOVE �U M ® 8' P.H. CARPET m+� - cn c ,u - (V tY1 0 - - C14ns c m O 4�+ C4 f 2 -8 1 /2 d1 co o o 2-R&S _ L s_ _ a) °. LnO ('V a0u=3$ d- m w co o 0 cn U fD f0 2868 I >rn M . 5 HELVES / U O.v) c = c: r , 12" BLOCK OUT \ "= o .� Q ` rn N = FLAT FOR FAN4, � _• O � 6'-3 1 /4" V-4 1/2" 3'-11 " to v— r W.LG. 22"X30"ATTIC, SCUTTLE N O. 15'-11" X S'-0" L U o 1 3 3/12 VAULT 3/1 VAULT m 0 ca o 0 8' P.H. CARPET 2868 aOj w U a) au) y u ao U VI O @ L BENGHBY OWNER -I - 4a.)+. O U) V- L a) 2-R&$ UNDER THE WINDOW 2-R&Scv- Lfit-+, O fp 30: p t0 Z 4L+ c � _ 304 -FX 3 -2240 -FX -8 -LIT -3" SEPARATION O c n L+ p O C a) p •- c � g 1/2 4'-3 q/16 7 -q 1/2" 7 g 1/2" o m TOTAL REVISED HEATED: 2,11 6."11 H i i i�b: K-su 1-rstrcUvA55 DATE' RAISED FLOORS: R-19 FIBERGLASS BATTS 1-GAR GAAGE:210.06 R_iue/zov _ _ M • •� LL T c N� GOYS fi�t i7 I7 AGK 344.. 4 0�01 Z �� c�o._mn .aJ L O c 108.5b mwO�o ENTRY �'Oi�GH 4J � c �Qo = o 'cc L C CE COP.. �2 Y GOYS �F D RALGO�lY• 6 6 N 41 NEW SLAB AREA: 689A9 PROP05ED 2ND FLOOR PLAN �;-0 =E= � TOTAL UNDER ROOF: 3o44b.b9 - ...' " �- a �- a <. -0 r A -v 40 1211/16. 441/2 157 cru E� o L N -0 N Uw - 32 0 q/16 N E 0> o c •a � � _ a -o ora In E rnC n M O J N N p u �L._ ° VI a U o p X L � .._. L U) L ) 4J m U O4- �: TOTAL REVISED HEATED: 2,11 6."11 H i i i�b: K-su 1-rstrcUvA55 DATE' RAISED FLOORS: R-19 FIBERGLASS BATTS 1-GAR GAAGE:210.06 R_iue/zov _ _ M • •� LL T c N� GOYS fi�t i7 I7 AGK 344.. 4 0�01 Z �� c�o._mn .aJ L O c 108.5b mwO�o ENTRY �'Oi�GH 4J � c �Qo = o 'cc L C CE COP.. �2 Y GOYS �F D RALGO�lY• 6 6 N 41 NEW SLAB AREA: 689A9 PROP05ED 2ND FLOOR PLAN �;-0 =E= � TOTAL UNDER ROOF: 3o44b.b9 O +, N CROSS HATCH SHADING 0 4o� ° ��0 0 o ac E :2NDFLOOR E o 0 0 DENOTES THESE 14"BEAMS ARE ";o�. G 0 L . CONVENTIONALLY FRAMED W #2SYP 2X12 II' 11 / �0°3- a � I a� ° r -- ABOVE /� BOV EqREATEDWITH 20r1it � o�w= L a c cELOW THE � �� Q.L U.O.N. WATERPRROF DECK W 6 _ STEP Cz� C ) / _• a °)°O', o _�U�SYSTEM 2 TYPE TR SSES I U U J to 'I L- a U WN F THE MAIN FINISHED FLOOR a I DO R0M �_DxL_ L u 14 N O °C L > C L c .� 0 ANDSLOPEDOF 1/4" PERFOOT A��0 M,. I� 0•r -,c i a0 0� i L ._ ° m 0 I co O X .,� ` - v, 0 0 ca'=oc °v > �z= I o� ° Ica,:, Al 11 c �_ I- c 0 rn 201 BEAMIS < I THIS �U a-+ — ,ct � 0� \ r ` 3 a ------------------------------ 0 THE PLATE _. _ � BOVE O �0•-caU i I 0 w L �E c I a� x� 1 I O 'X3) o c w — O \ a) o 4 1/2.12 E -j � O _ _ ,. 0..... o o c 0 - I E �n a \ �, > fl ; I I I ` ._ LNJ \ - E ON EQm .Q L L w I -- — I \ ---- \ rna� N �- 0 �— � 1 c a�E Np 31/2.12 I _ I ��cm� 0 ° rn a� >. 3 �� uP I ._ 0 \ L L 0 I I N �pL \ I �m O a) 'Cc i \ / a) 'Cc 0 � = o I � ° I ) I rn •c c L _� a C a.� U L a F1 I Q +, a ° t0 U) ° c .a' 41/2.12 / ��._ i II I I 412.12 I �,�� I II II I-3=c�� 0 I I -i II I o i rn a U �v u, •- .- L / U U _ 0c0_ ° 'D L > r0 a .O I I Ep I' ��U o lv.: �— I I I i .� .°c l.. 1 -0 — > / I i I Ia ,, I / uLLL-LLI I �C 0_ 11/2.12 /cv m� o�� _ I I/ �� I; I � I •L -o +� > a� -a / I �_ O U (- I I; / v,wcoO :I y 41/2 12 I 4 nfo �� 0 a _. / U. U W _ a i Q ._ 0 11 av�E- I_ I Ll — — o a r n of / L ... J.' -l. � — i .J_ _L � �! �_ _l...l — I � 1�i —I J. _.I—� :� i 11 —1 � l� �I. I..� .LL �I... .� �L-L � L I �. �J.. I � 1._L y a) — >� 'p C (0 to a) C N O � C 0 _ U O V-.. U o � i I 0_._ 0, L m � / U cow j ra � � �roa'L�o —�, fU 'o -E L 0 � N 0 I I c- - t o �•-LCv — — -- -�- J - ° 0 0 rn -_Za,c c_ w�m0o� �U= Oco+� U 0c - c _ I I ` 0 - (n I - p c a� NOTE5: ._ FX00 o o �3 0 f6 ca a o a FI c w E �'ITG� LD GO�FI�M U E oL�� o LL N T _ — I U �. L p f0 i LLiL• 0 O O I L E YFRAMED—MATCHO toto�. GON NT1 Y fi�00 � OMALLEX15TINC-7L L a) a) > I t E t y N _ I I FLOOR TTYPETRU55E5L. 42 2_. r I � m _ �o I I o J c a� a� 0 I 03/4"-L-LiIrnIL—LL-LL—LL-,) -LiL-LL] 0I(n KI1�G.& DAG �._ L a! a) f M L 0 y > (A iL-j e T ° J N ,. E Q P M L \ V E L D E L •t`( .V) o 1 0 U N 0a I M O M o F LT. � O Y1� T� TIG I r � L EL E D a) L I` 0 U U f i _ ._ C - F/65HIN6LEB: ARCHITECTURAL : +� o II I I L U i a U I II I I ( ( I� a 312.12 r —1 31/2.12 EAVE OVERHANC-7: MATCH EX15TIN6 � L a U O Q I 1 ° U ._ I r 3:-o U N _ c 0 O -1 t0 O L Y fi��-1,� MATG� 15T1�lL I I I� 67ABLE O� NG. � G—��_�� • o c • Q 3 1i2 . 12 31/2.12 O ._ a 0 I zu� ° F E IT- . PAINTEDa, L 50 5 U , I I L � - Q Q > 0 a a VENT5: DIAMOND 50REENED Qi �U ; I ° 4 m I I J O c0 i Z NOT APPLICABLE E� � � _U U �._ Iar ._LU y t a 0 z o 3 a L - a 0 M1X21=�5G1A. ALU B GUT hIIT�_DRIP �� 1_ : L N I c0 LL A G I MEVERYTHINI67—MATCH. O0FI LD GO�IEI� EX15TINC7 U 'CONTRACT AND z.00CONTRACT NOTE ' H .4J L (Q Q M w O .0 Q W U :% — U OFFICE COP p � c EN E Y�_ a SPECIFICATIONS TAKE PRECED C cu ..=QLE 'I O 0�= N a L Q DRAWINGS, ACONFLICT OVER THESE C'�'�� c L c > 0 - 3 3 - a �a 0 m D TO SAID WILL DEFAULT U -c PLAN # 2716 W a 0 W z 0 O H M M <C N z 0 M O 0 z UJ W J �o ,ww Y/ C)� J (f) O U 1— W = p ,^ Vii../ Y o U JI W IL> o zz CL Q W � LL f F- U F- W zLu �. W o� H � N a M U w Q DATE 11/9/2017 SCALE 1/4" = 1'-0" SHEET: A-9 z 0 O I— M M <C N O 0 M O 0 z UJ W J �o W C)� (f) O U 1— W = UJ ,^ Vii../ o U JI M' z W W � LL f F- F- r` Q U W o� a M DATE 11/9/2017 SCALE 1/4" = 1'-0" SHEET: A-9 W H Q W Q L7 H J ce ; W W0 CL z Q' z v uj z w LU a u W MAX. BUILDING HEIGHT co a) 12 12- vi •n +�.+ L c L•- Ow 4.5 4.5 - 0Q. C 01 O U i- O •L E z U A O O.0U , N a N � U N J 7 L tp a) D X 40 y L u LO O E i o f rn.o c _ 23M, E o PER SECTION 24-17 THE MAX BUILDING _ -a fl cu 'r, E .o E a o o ((s HEIGHT IS 0LL=—i�FROM GRADE TO THE a _ a 0-0 oHIGHEST POINT OF THE ROOF rv c 3 zo - m Ln 3.5 d- c 0, rn�- Cn -U p � � o (n n u dJ +� _ a) o Hem 3 a O —• L L --- U (nin c (a a�w dl CE L ._ a N M EFH M[ aJ N X L a) p E ax o - �- — C(1 co7Hffl O a) O — O O _ 7 dJ dJU v- u J o O (u J 0 0 "_ (n rl _ u O� _EE O Ou O E L :L E•N fl to (n to > -0 N _ L a) J E E 0"' o JLLJLLL� I LJ I I.� N � ((s w V i E a D1 f !n a r y E S -0 E L r o N E � "41 a (p Q L O E E 0 U m E p o C O E N L N E +r L a u REAR (NORTH ELEVATIONv Y a a° (0 to O 3. l31 N E � � y o1 z E 4- 3 C : N 0 (p E '- pl t' 4- O a+ C 01 0 U L to VI (0 L E N _ � AN Dm ._ iCONTRACT NOTE. CONTRACT -OL>coa.a ia o o c L� �� SPECIFICATIONS TAKE PRECEDENCE 0) M (n i �O E N O O L w .r c ODER THESE DRAWINGS.oJ� a)v Q ANY CONFLICT � E�� WILL1 uo"c EJ+ TO SAID —n�0 L E — Q1 'L 01 L 0 0 0 cu �� lo'– a v �= 3 u a u > - �.v rn¢ w E w rn u - o aau E �' 2.. ;.. (A E 3"'..(13 f. O a E � E tp m Etll E O o U L= o i, U (u L . EXTERIOR NOTE5: U =u �� ,t Tit 4. N GO Ll- �` a� I a^ FRON 5OUT L E\/AT 10,(n 0 'oU O z u _ ° C7 0 .2 L c: cn +� o o w U u OFFICE N L F COYp. Qi E 7 oL c C u i ,> �, (� (n U) L cD m tT a, ce E i E > U PLAN # 2716 W a 0 (n • + .. EXTERIOR: HARDi LAS' 5IDIN6N/CORN15,R BOARDS V)�a�o In L 12-o�u`� Z � u L E t!f 1C L O —�4.5 O VENTILATED 5OFFIT5: MATCH EX15TINC-7 a�~3o H I— M M o c 0:5 U- a <C • FA5CIA: PLUMB OUT -FIELD CONFIRM lXb NITHlX2PT .2,- rn-Evc ai u - h- •- vp•- -co:(n > o F_ ( � � z; "o, z M DRIP t oW 0 (� � J.1 L Q -o L a (n '•a Lu 0� J Q � E U .o.. 0 L :3 O (n U Q a' 01% W W O Lu DD ROOFING: A5PHALTARCHITECTURAL�� •O Ua) 40- E'p•m C � Q .. > W a a L o E v ° '2 O z a W Z J MAIM HOME:� � ALL FOOT R & 5T MY4 FOUNDATION� 4"-:L -E� r w _ W Lu FRIEZE: N o-!a�ioaEi� 3.5 12 L _>_ (u �••' (n � 3.5 • w Q NOTE:a) L O L .� U Q _ v _.U L � E Q�YmW lHH (u_ -0 0- 0 30:N @ 4 3 v fV 76 N L ® ® L � (,uO U w E o O ru 0 +� a to u E N U o to i a O L L N -0 o N L > L ca 3 ®® COMMUNITY DEVELOPMENT (U U) >c: (u _ U E J o m U J �+ t - APPROVED 0 a a� _z o JL a O � � cn N N 1n 4. N GO Ll- �` a� I a^ FRON 5OUT L E\/AT 10,(n 0 'oU O z u _ ° C7 0 .2 L c: cn +� o o w U u OFFICE N L F COYp. Qi E 7 oL c C u i ,> �, (� (n U) L cD m tT a, ce E i E > U PLAN # 2716 W a 0 (n W Z O H I— M M a <C N O > o F_ ( O O z M C O Lu 0� J Q (n U Q a' 01% W W O Lu DD Y z o � Q .. > W a a O z a W Z J u r w Z W Lu U W �. o� J a U w Q DATE: 11/9/2017 SCALE: 1/411 = 1'-011 SHEET: A-11 (n Z O H I— M M <C N O > o F_ ( O O z UJ W C O Lu 0� (n U Q a' 01% W W = Lu DD 910 '� z o Ce U .. W Lu Q, U W �. o� a M DATE: 11/9/2017 SCALE: 1/411 = 1'-011 SHEET: A-11 12 12 L ° 4 ____14 ° � L o c41 L 0 Q p 00 � 0>� >� L a c o -E O Ao ALO 3 +-o " c Q � U i ALO o Q 4c O O U O 'i 41 czU >, �0ONa. 4. 41 U 0 O L — Q VO t0 p X v- L 0 c H O 0 12 rn0> c L 12 c 4 3.5 - m ai -0 L � 2 Uy c p 3.5 •-v= �w F ._ a a� •r -A c v a W o m IV4-1 ma+� ° c: + a� L C � v +� c0 O X a. -e to aL N 0 c 1_A c 0 >O 3 —' U � z M An Ao AO cn'o O c _ c� — •- N �1 N 6 An An A c O 0 N p U m (n W U N Q -a e z c L N N 2: = o a H M O s_ u U I- M V) wc L Of G c W ,z V > 0 M O O Q 0 2 2 ,NA Y/ W LL J N a (n X L o cy Q oC w ° _ c o p — wU rn E N J `0 U N J O p il_ L O xx Ix c C BillBillxeA N O N O i - c._ aa, ;w xl N to > .n � A IIIA N (n ._ c N 'c� L N J 1�� IIIA C 0 im LQ% A0 p u xlA en O N (n C Aim N C fl- O 0 N c C c 'O A_ �. 3 O p O c eA p i X @ N AO N (O ai > U N C O fu LEFT (Y4E5T) ELEVATION L OL. 2L = N c > p > 01 p 0) +5 z (0 An ._ N AO N N EXTERIOR NOTE5: 3 v 4- c iv _'o ` " c0 L` p1 C '00 .A.,. •c •_ O O U "O ._ a rn _ ., An � Ao L c — 7 Qi 5Il�L�1G�lGO'..BOARDS •_ T ill O fid. HARDI—LAP �X � 'p L > AO a o C N •> _ 0 - 01 3 L tl- �ITII.ATED 5OFFIT5: MATCH L�N>' 3 —O cLN Np� JL iA 4acpFA5GIAPLUMB CUT—FIELDGONFIRM 1Xb Y41TH 1X2 Q 0;J a) -T> 12 In An c Io _ 3 c Sm i3 PT DRIP O Sm .c _. AC am L O � �_3O T5HIN67LE5 a�.__ Daly. A5�'HALT ARGH ITEG�J L .� A0 p r �0 a)T) "a�� r mu,- FOUNDATION—MAIN ` HOME': FO,O`TER & 5TEM LL , Ua r-:_ c: _ c O ._ U N 0 3 'w p A a a� AO �— O C L N N !! A FRIEZE: I-pc�Ana�c AO c 0 L_ 3 o U _ o o U AI_ 0 0 0 LOY4—E m Y41NDOY45: VINYL, CONTRACT N TE. CONTRACT AND a�� -0 co U_E 1, MATCH EX15TIN(5 FIN15HE5-FIELD m ; .12 12 c ._ L � m i 4.5 „ o --� .5 SPECIFICATIONS TAKE PRECEDENCE � p c, 4 3z c ooa o c c v c VERTDRAWIN HESE GS ANY CONFLICT � � moo• -c � •- N N c .� l0 N ,C WILL D ID U 3 E FAU LT TO SA DOCUMENT ca1UE4- L p 0 O L 7 _ w - U .c 0 f0 N N ° c C O 1p d N O c � s Es L •- 12 rn _ >, AO L 35 U 12 >. E o o to c An An Q J 3.5 _ _ c �- O J a� o ° -U L All m a X `1 •_ L N Q% to > O J L. _ p L O � Q 10 C O L C L N N L N c L 41 U Ol41 • (u AI--. ._ c O L O U V L Q U c > Ao W 41 N C1 L Y 3 u_0 d UU O 3 O -p AC N c - N O U L _ H COMMUNITY M UN DEVELOPMENT PMENT c O O O •- N AC U a U .� p APPROVED L a� U c +.� {n L d L (0 O L > .p C a). Q - fo 3 a� N 1 N C U fu O ♦ /�� O AL- V J �. AO U J _ L U L z O 3 ma - o" J � N 4J A- •- (n •- >. c 1 0 O. � O N cn O c U -p RIGHT (F.A5T) ELE\/ATIONz u •- a) FiEP�, U, . U O ._ An �. Ia c U O -r- Lu U a� OAn L i c n � a cu O O L rl m 'p O � O N — a-� a.J N I.1 O L > L c c > F R01 P05 50 ELEVATION5 U PLAN # 2716 W H Q C (n W z O 0 H M Q I- M Q ,z V > 0 M O O ,NA Y/ W LL J us cy Q oC �V� 0 > O a W _kO W zW 0 z 0C Q z V) M Z U W Lu z w } Lu W J � U lO w Q DATE 11/9/2017 SCALE: 1/4" = 1'-0" SHEET: A-12 (n z O 0 M I- M Q NO > 0 M O O z W LL us cy oC �V� Q O W _kO W zW gym' 0C - V) M Z UJ W W I^ O lO a M DATE 11/9/2017 SCALE: 1/4" = 1'-0" SHEET: A-12 PLAN # .2716 W Q W z 0 M Q Q N p O O M z H I C)c , ,- i J ce U 0) ko W W = W m j z a w IL 0 z Q z I W w u H w z w , wrn O 0 d- � a Q U w DATE 11/9/2017 SCALE 1/4" 11-011 ,_O11 SHEET: A-13 z 0 M Q N p O O M z Woo I C)c , ,- i ce U 0) ko W W = W m z z M W w = wrn O 0 d- � a M DATE 11/9/2017 SCALE 1/4" 11-011 ,_O11 SHEET: A-13 I Iol�Nl_L a)ao�c — -- _NTRACT0 L E O _- -- 0 c o CO CONTRACT fu tM WIRE, BRACE & INSTALL U c o L L G. ! PLE4I c L p V t�� p tp ?r �, V iz)L SPECIFICATIONS TAKE PRECEDENCE - � ry� \ I _ Lb; c rn L 6 LED 6" -LED o 7 ._ I- O :_ \ vva d c Z U >. O a �, U N IOVEkTHESE ANYCONFLICT� I L�CE INOUNT �� o R L Q0 o a) U L2 X I x_ 6' LED \ _ I 6"z - ¢ L (� v 6 LD 6 ED LE t N ,.., 0 WIL�DEFAULT TO SAID DOCUMENTS. � o�.� � s c> o L ogo c c . N \ I „ L 6 L U o I i U 1 \ 2. 1-U, I \ -• \\\ -p a a) p m I I 6"-L - ED a) +, l 4. w / U o Y I \ I \ Lc,U� 100 CFM 1 WIRE,BRACE & INSTALL T -�- n � -c aa) o F-\ o c O +' c I I 6" -LED \ O /\I 0 OBRACEI I U c LL_ WIRE, &INSTALL _ � o I "o rn 3 W / -p \ oc� IBc _ I ._ a) J o N N >L /� ,� WIRE, BRACE &INSTALL O O O I ._ v U � / I _ -o D ■ d c o i o _ a) I H EFFICACY N TE . THE NEW FBC-R .� L �O C �_ �a I 6" -LED : c - -W O ._ O L L I I ._ C N o VI N � 4' 4.-1 R2 B c , I FBC ECR 0 & 02 BUILDING I � 6, w I i ._�c . . L �O a _ I I x cu LED 5 LED F I x L O — a) D N r .o c 1 I DE REQUIRES ALL INSIDE w _ o I O � ATTIC LI � p� o� rn U O v- rn LIGHT I I � r w U „ 3 2 -BULB- - LO \ � O •- LE LI HT FIXT R .c / � � :OUTSIDE G FIXTURES WILL ,-� .-.�N� 6 -LLD ,� ` \ � c U rn / I L J I a, L �- o o c 6 nom. --0 N N N > 0 o I USE CFL OR LED LIGHT BULBS. � � � -- L � J ;= N >o x x fl E O m L a) 6" -LED 6 LED L n3 p U 6"- EDrn m N Ev- a) c a 01 D CU a) rn a) I Nc_ 3 ! �a) C Oo r � c v a� 0 x >M a) 41 80 C F D Nc c a0 Lo O 0 _LE FC a, .s L U ns N 0 3 C: 'n c .a a) O L w. C. ar 'O C U rna PER FBC R E3902.12 AFCI PROTECTION REQUIRED Arc ora Z (U N �0 L •_ " n I °rn0:N_rnc _- oa� LL - cfault circuit -interrupter ter Protectlon. All branch circuits thatm 1 a)U0c WIRE, & INSTALL U 19 Cl O R a) -LED supply 120 volt, single-phase, •n Ie phase, 15— and 20 -ampere outlets c rN> 6 -LED " > 0 E, Installed in familyrooms dining rooms living rooms,,CL o J g g a N parlors, libraries dens bedrooms sunrooms recreati n N r c _ J p , , , , , O 2 C:(p 0 4,,_N�,�� J - rooms cls hallways, I o ots" or similar rooms or areas shall i� I rt a be protected b a listed AFCI combination nation t e. I i p Y � type. L OO LED /C DJ L U/C a OOKTOP I R i 50 CF s""D 6" -LED ` &*-LED 6 -LED 6" -LED 6"-L D 1 0 i I GFCI � GFC I L di WIRE, BRACE & INSTAL I I- - I I I I ELECTRICAL NOTES: WH i L 1, METER OCATION REMAINS R II 6 LED 2. PROPERTY HAS CITY WATER -& CITY EWER i C S II I I � 4. WATER HEATER TO BE TAN KLESS _ L. P. GAS 1 II WIRE, BRACE INSTALL.:.. E RITY PRE WIRE TRIM _ I 5 SEC & PER CONTRACT i I) 2-13ULB 8 -FLO - TRIM F 6. PRE WIRE & OR CAT TV PER 5 PLANS / „ 11 _ -LE 6 LED 6" I ICE 7 CONFIRM WITH WNE CO O R ONTR T RE D S UC U WIRING I I 8. EXISTING ELECTRICAL PANEL TO REMAIN I ----- _ CFI. 6 -LED F---- --= RM ALL ELECTRICAL ON FIW WN ER PRI R 9 CO O TO I -I R wP D - i I I I I 'I WIRIN ANYTHING 6 -LED ",V'6' -LE , -t I I I L 6" -LED I' L - I I I REQUIRED PLAN NOTE PER ATLANTIC BEACH: 1, A LL ELECTRICAL WIRIN G LTO BE IN ACCORDANCE WITH H _ PER FBC R_E3901.7 NEC 210 E3901.7 &E3902,3 GFCII08 NEC.NE . PROVIDE ARC -FAULT A LT IR CUIT INTER TI ON ELECTRICAL - DATA - AUDIO LEGEND SYMBOL DESCRIPTION Ceiling Fan ® ❑ � Ventilation Fans: Ceiling Wall Mounted g Mounted, R 03 Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat e Lamp, Low Voltage 9 ® Wall Mounted Light Fixtures: Flush Mounted,' Wall Sconce O Chandelier Light Fixture 0 Fluorescent Light Fixture H ~ 240V Receptacle tacle ^ WP^ GFCO 110V Receptacles: Duplex, Weather Proof, GFCI _ M 3 4 $ $ $ Switches: Single Pole, Weather Proof, 3 -Way, 4 -Way "' T1 $ Switches: Dimmer, Timer AVOontro1 Q A$ ` Audio Video: Control Panel, Switch sP sP O Speakers: Ceiling Mounted, Wall Mounted C5 gCVg4 Wall Jacks: CAT5 CAT 5 + TV, TV/Cable g Telephone Jack Uj W Intercom QT Thermostat e mostat o 4 p oor Chime Door Bell Button OSD SD Smoke e Detectors: Ceiling Mounted, Wall Mounted EP Electrical Breaker Panel .c3cf°�• 0 �L :�.., '> a) a aOuIU -3v 0 W = M 0 'f :L' � C� � �' aM U A N 0 O Vi C c w V <a pl Oo. 0a) p>.t 6cUo NIn �oUO a) WR'� c U .O cE (n o rO L L Q) c N Yc 0 tw 01 U a)30`°o' Z 4b c �...L. c . O a0 41 O n 0)4 c o c � . F- ~ .,.., ° O voi U � 3 U ,� O O ;a a�� c U w 0;=0��0 0M 0 0 E al a o L a)> � U >N' ~ O N - ...E cn > Oar M c �= a) c ax -0 L �a-f L _ 0 o a) flLi 2 ow E o a) 0, a a�4� �L C0� .°o L- 0 f0 c �.: ¢�� W z a 41 L o a) C, O 3 -0U a u, c. O o cL0 M =(11 O -p +•, N G U 2%8 C o a) tp O tJ U :EU a) a)_L c 401 V) L a a) L L a) -0 p c _c v a) a �V)>.c- a,�o J O (6 U z garages, N ALL BEDROOMS PER ARTICLE 2012 o 3 aNPROTECTION REQUIRED Bathrooms,, boathou es 6-6 c n limited to >a o rooms and accessory structures not intended. as habitable acc YV)0�UO:, WZH U O storage, work & similar uses Outdoors crawl s aces unfinished �� Nc U .oL- Ec basements, kitchen countertops. Outlets within 6 feet of laundry,OFFICEY a U 0 .- utility or wet sinks. Balcony, duck or porch greater than 20 sf. One N�� U r - (7 213 U rnrn H L r units. C c > t t n ense u is n a h codP-ROPO._. f he dwelling and e t the front and back o t a g � �- El ECTRIC O S- _ L = U-M� V---- PLAN # 2716 W a 0 V) W z O H ~ M Q Q N N O 0 Q 1- (v) 0 z Uj W J LL LU cj�Ce 0 J 1:0 U o� �. LV Q W c�0 0 Y 0 a~. p� > .. CL M w W � 0 z Q \ DC z L U' Uj Z � w LU o"0 ~ �- J V LU Q DATE 11/9/2017 SCALE: 3/811 = 11.011 SHEET V) z O H ~ M Q N N O 0 Q 1- (v) 0 z Uj W J LL LU cj�Ce 0 1:0 U o� �. LV Q W c�0 0 a~. p� U .. M z W � _ \ DC LLI L w � o"0 ta. M DATE 11/9/2017 SCALE: 3/811 = 11.011 SHEET CONC. ROOF TILE o/ P.T. BARREL STRIPS o FURRING / MINERAL SURFACE MODIFIED BITUMEN, 120 MM. THICK, w/ FIBERGLASS REINFORGEmENT, i=0GE5 AND PENETRATIONS TO BE SEALED w/ PLASTIC GEMENT OVER 30# FELT ON 5/8 STRUCTURAL SHEATHING METAL VALLEY FLASHING r' ICE 3 WATER SHIELD STRIP FLASHING FLASH I NO SCALE: 3" = 1'-0" a� L 0 � u o p c ,., c +- a�000a� TYPICAL EXTERIOR FINISH °a c O E o mrn SEE _ L OVER CHANNEL FLASHING TYPICAL EXTERIOR FINISH ELEY EXTERIOR, WALL SHEATIiiN6 c °'- �so3 UNDER BUILDING PAPER a s U •- INC LATFf L 4-0 U.- 4 BU LD - U L FACE OF SHEATHING +, t WEATHER RESISTANT BARRIER sLo o Q = CONT. PT Ix4 iWRB) p Y F- o 'r- KICK-OUT LKICK-OUT t c Z U >. 6.1. "Z"BAR FLASHING p O -• a ROOF TILE o P.T. a) L to ° BARREL GONG. / INSTALLED PRIOR TO '• '.:• �' .L. U ° u FURRING STRIPS o/ MINERAL 5x5 F IN6 w KICK -OUT 'F u cn #UNDER PAPER SACK LASH / u a) < L SURFACE MODIFIED BITUMEN, 120 METAL LATH ROOFING TO SHED WATER AWAY FROM HOUSE - Q PER 51'EG.__�- „ W. THICK, w/ FIB�LASS 2 L uj in a) L REINFORCEMENT EDGES AND (WRB) OVERLAPS THE 5x5 FLASHING p c O o � p > c L >: H6T. PER SPEC. PENETRATIONS TO BE SEALED DONT: PT Ix4 _ c a-' ° w/ PLASTIC, GEMENT OVER ROOF SHEATHING I v U o 30# FELT ON 5/8 STRUCTURAL METAL FLASHING I u vii a� SHEATHING a ° INSTALLED ON TOP a� •� c AL1ED I .n OF ROOF FELT # TO I a; sn a CL _ PRIOR TILES FASCIA u vi +� p ° -I Occu - Q 6' WIOVT. ROLL v MDE Gp `FLASHING NAILED = ' HOLD BACK FASCIA c ° O c BARREL GONG. ROOF TIL - o P.T. :. q '� 3 = TO SIDE OF Ix4 8 L / AND DRIP EDGE 2 u c Z FURRING STRIPS o MINE METAL DRIP EDGE o m FACE OF ROOF / FROM FACE OF WALL so L _. c SURFACE MODIFIED 5I N 120 v sn SHEATHING INSTALLED rn p 3 - MM. THICK w/ FIBERGLAS O i PRIOR T ROOF � OUTSIDE FACE OF :: • �� a� rn f0 a� REINFORCEMENT, EDGES ' ND EXTERIOR WALL o w sn >. c FELT i SHINGLES p o � u PENETRATIONS TO BE 51 `ED u , w/ PLASTIC GEMENT OVERc - c a) a� Q .c F 30# FELT ON 5/8 STRUG ,, 3 - EXTERIOR FINISH N c p SHEATHING 0 = u PLAN FASCIA ' - N c co U O m �� a� w 5117E �L_L L. SHINC 2 m c a U U 0 �E�17 � L_L. �L.�S+� 1 N� L .� SLOPE PARALLEL TO WALL) x U X L (ROOF w 0 a r OUTSIDE FACE OFr- 4 a� p a = (ROOF SLOPE MEETS L) - °_ c o SCALE. 3 I -0 EXTERIOR WALL ° o rn "_ s n_ 4, 4'4-U Oi SCALE. 3 I -O U a) J VUL IQEH 351, g5ONF OR 1151 NF TOP COAT VULKEM 350NF OR 360NF BASE GOAT I/4' HARDIE BACKER BOARD o/ 3/4' EXTERIOR GRADE PLYWOOD (INSTALL® ASIDE UP AND MUST BE BINS -SHANK / SCREWED INTO PLACM) DETAIL STRIP OF VULKEM I/6' THICK JOINT FILLIDw/ SEALANT OR VULKEM360NF TRB�fGO APPROVED OPTIONAL (1REINIF0RCED w/ DUALFLEX OR CLOTH TAPE OR FIS TAPE) TH NO W. IN AREAS WI NOTE: VIA.iGEF�t g50NF MAY i� USED A5 TOPCOAT M YU iGE TYPICAL JOINT DETAIL, VULICEM 351, 115 WOR 451 NP TOP GOAT METAL POST PRIME w/ TREI-MME VULKEM 351 g50NF OR 1151. TOP GOAT NON-POROUr PRIMER I VULKEM 350NFHQ OR 360 DYMERG 240FG OR APPROVED TREMGO SEALANT CANT BEAD DETAIL COAT NOTE: VULKEM g50NP MAY BE USED A5 TOPCOAT IN AREAS WITH NO U.V. YULi�l 1TYR l 1,. TREAT T 0f_META 05T5 ■Ir \ FROM TREMco SEALANTS DRAWING NUMBER OC -1I APPROVED TREMCO SEALANT AT ALL SILL LOCATIONS DETAIL COAT OF VULKEM 55ONF-R a), p 0 p L MEMBRANE AT 60 MILS, ON ENTIRE CURB SURFACE AND RUN DOWN ONTO HORIZONTAL DECK C (n N (n > VULKE"I 351, 450NF OR q51 NF TOPGOA VULKEM 55OW OR 56OW SASE C0+4T APYMERIC PPROVED OF -C OP ■ o 1/4 HARDIE SACKER BOARD / SEALANT CANT BEAD 3/4" EXTERIOR GRADE PLYWOOD (INSTALLED ASIDE UP AND MUST BE RING -SHANK / 5GRI!*W INTO PLACE) r m L U (NOTE: WOOD SURFACES MUST BE PRIMED WITH VULKEM PRIMER *rll) DYMERIG 24OFC OR APPROVED TREMGO SEALANT CANT BEAD- I' WIDTH 1/4" BACKER ROD NOTE: VULKEM 415ONF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. DOOR SI L.L. VULKEM TY�' I G,�L. 17 TSI �E L. FROM TREMGO SEALANTS DRAWINS NUMBER 06-26 J y VUL IQEH 351, g5ONF OR 1151 NF TOP COAT VULKEM 350NF OR 360NF BASE GOAT I/4' HARDIE BACKER BOARD o/ 3/4' EXTERIOR GRADE PLYWOOD (INSTALL® ASIDE UP AND MUST BE BINS -SHANK / SCREWED INTO PLACM) DETAIL STRIP OF VULKEM I/6' THICK JOINT FILLIDw/ SEALANT OR VULKEM360NF TRB�fGO APPROVED OPTIONAL (1REINIF0RCED w/ DUALFLEX OR CLOTH TAPE OR FIS TAPE) TH NO W. IN AREAS WI NOTE: VIA.iGEF�t g50NF MAY i� USED A5 TOPCOAT M YU iGE TYPICAL JOINT DETAIL, VULICEM 351, 115 WOR 451 NP TOP GOAT METAL POST PRIME w/ TREI-MME VULKEM 351 g50NF OR 1151. TOP GOAT NON-POROUr PRIMER I VULKEM 350NFHQ OR 360 DYMERG 240FG OR APPROVED TREMGO SEALANT CANT BEAD DETAIL COAT NOTE: VULKEM g50NP MAY BE USED A5 TOPCOAT IN AREAS WITH NO U.V. YULi�l 1TYR l 1,. TREAT T 0f_META 05T5 ■Ir \ FROM TREMco SEALANTS DRAWING NUMBER OC -1I > - p•-__ REFER TO THE FLORIDA ROOFING, SHEET METAL AND AIR ROOF FLASHIN65 CONDITIONING CONTRACTORS' (PRSA), CONCRETE AND CLAY ROOF °• � _ � � U TILE INSTALLATION MANUAL FOR MORE INFORMATION. U � sn Lu I -- 4c 0 Lu a), p 0 p L v , C (n N (n > H U '_ L a) 1D 0 EO a m L U Z H J y KICK -OUT FLASH I NO sc,' CE O ++ a) 10 3 ' q o >_ c Lm p Y -0N�c: — C Q > W G. a o Z a U x co M U z ■ DRIP EDGE FLASHING : (DA,_ ._24fl. 5 FOR 1151 N OP GO VULKEM 551,4 ON F T Lu T o E CONTRACT NO E H CONTRACT� SHALL - O v w ■ DRIP EDGE BE PROVIDED. AT EAVES AND GABLES OF TILED ° au Ol VULKEM 350NF OR 360NF BASE GOAT J f`i ROOFS AND SHALL OVERLAP A MINIMUM OF 3 INCHES 6 mm). EAYE .0 = - c m .n co m ALUMINUM FASCIA - MECHANICALLY FA5 TENED FLUSH TO HARDIE BACKER BOARD � V `AND SPECIFICATIONS TAKE ED ALL � ( m) LOW ,AND DRIP GES SH EXTEND INCH 13 m BE THE SHEATHING EXTEND BACK ON THE ROOF FOR A MINIMUM OF 2 INCHES (51 mm). THE ' ,�, O so '- O o � >• � - w c v o c rn r DRIP EDGM .HALL BE MECHANICALLY FASTENED A MAXIMUM OF b f152 O '1✓ sL ._ +-� c AND PLYWOOD m INCHES'O.G. THE DRIP EDGE AT EAVES SHALL BE INSTALLED m) rn m o t - a u rn •a ' HARDIE BACKER BOARD o/ /4r 3 4 EXTERIOR GRADE PLYWOOD PRECEDENCE OVER THESE OVER THE. UNDERLAYMENT. THERE SHALL BE A MINIMUM 4 INCH (102 mm) WIDTH OF ROOF GEMENT INSTALLED OVER THE DRIP EDGE FLANGE. sn N O - Uca)_>O -p > (INSTALLED. A -SIDE UP AND MUST BE _ :WHERE THE BASIC WIND SPEED PER FIGURE R301.2 4 IS I10 m 177 O ( ph 0 o c RING -SHANK / SCREWED INTO PLACE) _ km/I) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10 _ p > - u ° 056 mm) DRIP EDOES SHALL BE MECHANICALLY FASTNED A MAXIMUM 'az '_ - •° _ O DRAWINGS. ANY CONFLICTSWILL OF 4 INCHES (102 mm) ON CENTER.. L •o {-' so O 3 c, m >• WOOD SURFACES MUST BE PRI VULKEM PRIMER #1111) WITH INSTALL A MINIMUM 8 WIDE ANTI-i'0NDIN6 METAL FLASFiIN6 TO " p "O (n> ,., c � o so ENSURE POSITIVE DRAINAGE OVER FASCIA/STARTER STRIP. NAIL >. L '_ ` c — p J O OPTIONALs DUAsLFLEX OR CLOTH TAPE EMBEDDED IN VULKEM 55ONF OR DEFAULT TO SAID DOCUMENTS, TOP EDGE OF FLANGE ONTO RODE. D U a o O 0 E c DETAIL GOAT THE UNDERL.AYMENT SHALL CONFORM WITH ASTM 226 TYPE I f° O �'360NF 3 OTYPE It, OR ASTM D 46611, TYPE I OR TYPE 11. THE UNDER- R , � a U3:1c .N DYMERIG 240FG OR APPROVED TREM .O LAYMENT SHALL BE INSTALLED IN WATER-SHEDIN6 FASHION, p n SEALANT CANT BEAD- I" WIDTH STARTINS WITH THE EAVE EDGE AND ROLLED HORIZONTALLY. r UNDERLAYM NT SHALL OVERLAP A MIMIMUM OF (I4) INCHES AND s C 0) •r- rn 0 0 I/4 BACKER ROD SE MECHANICALLY FASTENED AT 6 INCHES O.G. MAXIMUM. MUM. ._ 2.2 ._ v L -a +, > a� a NOTE: VULKEM 95ONF MAY BE USED AS TOPCOAT IN AREAS KITH No U.V. a w u = 3 S p 2 VALLEY' FLA5"HING: o ou � L■ VULKEM TYF I GA EP OE FETA I L I VALLEY LININ65 SHALL BE INSTALLED IN ACCORDANCE WITH THE ��'uI u > o sco � F' >. Ln MANU,, ACTURERS INSTALL.As.I0N INSTRUCTIONS, BEFORE APPL: INS � 4-1 p � >. >, -• 2 DRAWING NUMBER DG FROM IREMGO SEALANTSPERMITTEDs ' IL :-: ALLEY LININ65 OF THE FOLLOWINO TYPES SHALL BE u ° sn c c u Q t,. s� rn 1. FOR CLOSED VALLEYS: INSTALL PREFORMEDCLOSED VALLEY METAL _, a O c3o E Z EITHER A MINIMUM WIDTH OF 16" (24" STRETCH OUT) WITH A MINIMUM 2 1/2" w o L 2 M N In H16H CENTER DIVERTER AND A MINIMUM I" METAL EDGE RETURNS ORA v � _ � i RIBBED DESIGN WITH I" CENTER DIVERTER, A MINIMUM (4) 3/6" RIBS SPACED 3 p Mf° �' c p o 3 1/2" WITH' S 3/411 FLAME. LAP JOINTS A MINIMUM 6" AND APPLY A COATING OR SEPARATOR SHEET. U L >' t 3 t sn u0 76 :01 L ° u N — U U L •- U O L .2 4 .0 M � C 2. FOR VALLEYS. INSTALL PREFORMED OPEN VALLEY WITH A cn 3 p •o -a " " MINIMUM OP I6 (24 STRETCH OUT) WITH A MINIMUM I HIGH TWIN ._ O - w c v f0 DUALFI.E)C EMBEDDED IN BASE GOAT 6 O n4 CENTER DIVERTER AND A MINIMUM I" METAL MDSE RETURNS. LAP „ JOINTS A MINIMUM 6 AND APPLY A COATING OR SEPARATOR SHEET. L .y N L c � L � o 4 ,., =) Z - 1151 TOP GOA 1/11!_KEM 351, 950NF OR NF 5 O 3. WHEN USING VALLEY METAL WITH RETURNS. A. SECURE WITH CLIPS o L rn v L 3 c FABRICATED FROM SIMILAR OR COMPATIBLE MATERIAL. CLIP I" METAL s -Z+, 5 L = c ,o U ALUMINUM FASCIA - MECHANICALLY FASTENED FLUF.+Ff TO HARDIE SACKER BO MD6M RETURNS TO BATTEN STRIP WITH ROOTING NAIL THROUGFf METAL STRAP. w p M O p c � u _ o .:.� AND PLYWOOD B.TRIM METAL AT ALL VALLMY/RID6E JUNCTIONS ENSURING WATER n O c c .•i � a) •- t r I/4 HARDIE BAGKMR: BOARD o/ SHEDDING CAPABILITIES ONTO THE VALLEY. a) ,4..,F � c cn r 3/4 EXTERIOR GRADE PLYWOOD " G. INSTALLLEAD L SOAKER AT ALL YAI.LEY/RIDSE JUNCTIONS. TURN U cn - w 'n c � o iINSTALIED �4-SIDE UP AND MUST BE RINE-SHANK /' SCREWED INTO PLACE) _ - LEAD UP A MINIMUM OF `I" TO CREATE A WATER DIVERTMR, ENSURING _ " m ai ° � 3 -u w WATER SHEDDING CAPABILITIES ONTO THE VALLEY. o sn sa v �, ° L L 2 o V. OUTER WISE OF THE VALLEY.. METAL SHALL OVERLAP DECK F N6E - .: L•A " Q � c a� w L U : SURFACES MUST BeBE PR NOTES WOOD w1TH OF DRIP 6E A MI NIMUM OF I , CENTER OF Y F ALLEY LASF+IN6 SHALL. .- L � O O -a VULKEM PRIMER #171) EXTEND A MINIMUM OF 2" BEYOND DRIP ED6E. - u - - = sv 0 \-OPTIONN-s DUALFLEX OR CLOTHTAPE3 M FLASfIN6: 4-0 > E O M M •. wRID6 VULKEM 350NF OR a 0EMBMDDEDIN _ co fII 360NF DETAIL GOAT THE UNDERL,4YMENT SHALL BE INSTALLED IN WATER-5HEDIN6 L. +-' O > � m E t DYMERIG 240FG OR APPROVED'TREM FASHION. ; THE LAST LAYER APPLIED AT THE RIDGE SHALL BE p1 SEALANT CANT BEAD- In WIDTH FOLDED OVER THE RIDGE AND MECHANICALLY FASTENED AT ° (36) O.G. MAXIMUM TO THE OPPOSING SIDE OP THE ROOF. Q J - ° � sn c 'c - m II4 BACKER ROD. REPEAT THE PROCEDURE FOR THE OPPOSING SIM OF THE ° � � O U L v ROOF. WHEN COMPLETED THERE WILL BE TWO OF °1 CL }, U sn u - , L c NOTE: VUl.JCEh�t 450Ni= MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. UNDERL�4YMENT 0VMRLAPPIN6 THE RID6M: x ._ L O L > a) y a.+ 4 HIP FLASHING: 0 .N O to (d J to TY� I G�L• �T,� I 2 i�C E � 1• THE UNDERL,4YMENT � O O � Q. 1lIJL.�G�M SH INSTALLED SHALL ALLMD 1N WATMI2..SHED�l�l6 ro O O � c L L E L TS I hgJN18ER 176-0 FROM TREMCO SEALANTS DRAW NG FASHION: AT THE HIP LINE, FOLD THE UNDERLAYMENT OVER / `AND v L c O a� a� THE HIP MECHANICALLY FASTEN AT 6 INCHES O.C.O.Gu u t 4- MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT THE .aJui PROCEDURE FOR THE OPPOSING SIDE OF THE ROOF. ` WHMN -a�co�,c t O + U L COMPLETED THERM , WILL BE TWO LAYERS OF UNDERLAYMENT U 4- u O O L 0 0YERLAPPIN6 THE HIP: Q .fl c >. u_ m w GRIGKE'f5 AND SADDL 5 FLASFiIN6. � . v = a-' a L c au C A CRICKET KE ADDLE SHALL BE INSTALLED ON THE RIDGE 4- O O V. z O- 3 u v sa u SIDE OF ANY CHIMNEY GREATER THAN INCHES 62 m (30) (7 m) N c p p WIDE. CRICKET OR SADDLECOVERINGS SHALL BE SHEET � o L c ,I 4-1 METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. pv+'w c �+-+ O 'L c THE RIDGEVALLEY FLASHING OF CRICKETS OR SADDLES U L O , ._ o SO SHALL!'BE THE SAME `AS THE RIDGE AND VALLEY FLASHING ON u u U a� o THE MAIN ROOF. - u L c ++ to L a m PIPE 6 BASE AND GOUNTERFLA5HIN6. 0 •p L o- VVILKEM 545 DR aSONF PRIME 1"REMPRIME W/ > L C a� a c o 3 IN1ERh'�IhTE GOAT _ NON POROUS PRIMER BASE AND COUNTER FLASHING SHALL BE INSTALLED IN � a� sn DYMERIG 240FG OR APPROVED ' ACCORDANCE WITH THE MANUFACTURERS INSTALLATION ,_ (n >� u t0 p O so VUIJGENI 850NF-R OR 360NF TREMCO SEALANT CANT BEAD INSTRUCTIONS OR A CONTINUOUS N NUOUS METAL MINIMUM 4 INCH BY 4 w U c � .,� BASE COAT " " INCH L FLASHING SHALL BE SET IN APPROVEDF LASHING -� O ''•' so so - VULKEM 350NP R OR 360NF VULKEM 346 OR a51 NF TOP GOAT WL CEMENT AND SET FLUSH TO THE BASE OF THE .WALL AND OVER , ++ � - E 4 - DETAIL GOAT THE UNDERL ,4YMENT. I BOTH HORIZONTAL AND VERTICALMET AL' (7 a) L U t FL.A.N&ES SHALL BE FASTENED 6'INCHES (152 mm) ON CENTER WITH z o 3 y CL APPROVED FASTENERS. ALL LAPS SHALL BE /k MINIMUM OF 4 > a L U N I INCHES (102 mm) FULLY SEALED IN APPROVED FLASHING CEMENT. FLASHING SHALL START AT THE LOVER PORTION OFM ROOF TO � rn ,,_,a) Be,., � ENSURE WATER SHEDIN6 CAPABILITIES OF ALL METAL' LAPS. - O m C c� THE ENTIRE EDOE OF THE HORIZONTAL FLANGE SHALL BE LL > a - o *' '° o SEALED, COVERING ALL NAIL PENETRATIONS WITH APPROVED V) p u c o FLASHINS G CEMENT AND MEMBRANE. SHINGLES SHALL OVERLAP Z u .- O C7 al � .c r THE HORIZONTAL FL.ANSE, AND SHALL BE SET IN APPROVED 0 a M c NOTE: VULKEM g50NF MAY Be USED AS TOPCOAT IN AREAS WITH NO U.V. FLA5HIN6 GEMENT. (n 41 O = p w u u •- �. A T OF A PENETRATION 1 BASE FLASHING SM OF I ALL BE EITHER CORROSION -RESISTANT T METAL PROVIDED IN SECTION PM O5.2.6.1 05.2 6.1 OR MINERAL SURFACE OFFICE 0o L to a;� O c CL C O P 1 1- IL FROM TREMGO SEALANTS DRAWING NUMBER ,.-30 " FLASHING 5 x 5 GALVANIZED P LASHING METAL DRIP EDGE N.TS. 26 6UA0M GALVANIZED I g GUA6E GALVANIZED 6 26 6UA6E GALVANIZED 0N.T.S. o O ROLL ROOFING, WEIGHING A MINIMUM OF (11) POUNDS PER 000) SQUARE FEET (5. t6 2). G0UNTERFLASHIN6 SHALL BE kgM • . y �° .� E n O v '- a � c o •- a) N.T.S. - CORROSION RESISTANT METAL WITH A MINIMUM THICKNESS N •v ca PROVIDED IN TABLE g03.1 IN THE FLORIDA BUILDING GODS u L I- 'cu ° LL (2004). .5 = sn sn vi •C (.9 rn a) pl p > - p•-__ REFER TO THE FLORIDA ROOFING, SHEET METAL AND AIR ROOF FLASHIN65 CONDITIONING CONTRACTORS' (PRSA), CONCRETE AND CLAY ROOF °• � _ � � U TILE INSTALLATION MANUAL FOR MORE INFORMATION. U � sn Lu I -- 4c 0 Lu H a Z H J a 0 Y Q > W G. a o Z a z Lu Z w Lu J J � � V W Q 0 tn 0 L - 4j = Q) 0 RIOS.& FLASHIN& APPROVED CAORROSION-RESISTANT' FLASHIN& SHALL. BE APPLIEV l5ontig raise the bottom edge of the flop arooted in the MS and temporarily tape the top Install shims in such a mannor that they arls not permitted to interfere with the application of the '7.2.10.5 Cut a place of hood f lashing that is the width of the rough opening, plus two, times the C: SHINSLE-FASHION IN A ~NER To PREVENT EMY OF WATER INTO THE WALL CAVIT T' OR corners and center to the exterior face of the M5 obove (see Figuro 5). This is done in air seal, which will be applied on the interior side in the stopo that follow. roll width of the flashing, plus 50 mm (2 In). CL 0 C) PLAN # INSTALLINO TYVEK@ STU000 HEMS PENETRATION OF WATER To THE ENJILDINS7 STRUCTLRAL FRAMINS WMPONENTS. order to allow for installation of the window and head flashing later. SELF-ADHElitED MEMBRANES LISED AS FLASHIN& SHALL COMPLY WITH AAMA'111. 'I"HE FLASHINIS NOTE 21 Either self-adhesive flashing (see Soctton7.2.01) or mechanically attached flashing (see 1.2.10h Apply a continuous 11 mm (5/5 in) nominal diameter bead of sealant -along the mounting 0 >- >� s- E D. C o ON VERTICAL NALLS, BEFORE IN51ALLATION SHALL EXTEND TO THE SLIRFACe OF THE EXTERIOR WALL FINISH. APPROVED Section "1.2.10) shall be permitted to be used for Jamb and head f lashilig, per the following flange at the head. Apply an additional al' mm M;/b in) nominal diameter bead of sealant E 6 M CORROSIOWRESISTMr FLAMNM SHALL 5E INSTALLED AT ALL OF THE FOLLOWINIS steps. I CD 273.6 OF V00R5 OR HINVON5 LOCATIONS: 110 horizontally 216 mm (5 1/21n) above the rough opening (Inllno with the tip of the jamb f lashing). 0.1 Apply mechanically attached flashing to head over sealants and secure with mechanical 0 (cl 3' 4- 1. EXTERIOR WINDOW AND DOOR OFIENINiSS. FLASHINIS AT EXTERIOR WINDOW AND PC OR 1.2.41 Jamb and Hood Flashing Installation Using Self Adhering Flashing fasteners (see Figure 141). U OPENIN&S SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR To THE! CIL HATER-fUSISTIVE 13NMER FOR 51,11EISEGILIENT PRAINA&E. FLASHIN& AT EXTERIOR W1 �VON - , U T- '72.411.1 AIpply flashing over the mountl flange of the window at both jambs. The self adhering M 0 4� At -V DOOR OPENINSS SK64LL BE INSTALLED IN AC40RDAW-E WITH ONE OF MORE OF n -IE L- J C CD f lashing sholl be a minimum of 100 mmr?4 in). With self-adhoring f lashing, the additional bead of "me" Moll = . L 0 'r- FOLLAMNS OR OTHER APPROVED METHODS; r 4� C Z U >� 1.1 THE FENESTRATION MANLIPACTILIRERS MITTEN FLASHIN& INSTRUrTIONS. sealant over the mounting flange (see Soctionsl.2.102 andI.2.10.6) shall bo omitted. U 0 C) CL 1.2 THE PLASHINS MANLIFACTURERS MITTEN INSTAL-LATION INSTRUCTIONS. 41 U 0 1.2.41.2 Cut the Jamb f lashing to a measurement equal to twice the rol I width of the flashing (A U 1.5 IN A",ORDANCZ NTH FlWAuNMA& 100, FMA/AAMA 200, OR FMAA,,VMA 250. = L- 1.4 IN ACZORVAWM WITH THE PLASHINS METHOD OR A RZOISTERED DESION PROFESS SIONAL. being used, plus the height of the rough opening, minus 25 mm (I in) (see Figure IZ < :n U '2 (0 x L- , In a) L- 2. AT THE INTERSBC717ION OF C44IMNLOYS OR OTHER MA60NRY CONSTRUCTION WITH PRO Oe OF 0 LA , 0 a 0 - LU CS SlUC40 HALLS, PIT14 PRD"TION LIM ON 56,64 SIDES UNDER STLIC4,0 0OPINC75. all 0 21" 2X 11 (V 5. tJNPM AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINCPS AND SILLS, - ru W L- 4 C-ONTINJOILISLY MOVE ALL mw",nNr5 HOOP TRIM. IFIOURE 5 EXTERIOR I U U a 0 5. WHERE EXTERIOR PORaM, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR A, iSEMBLY 'a L) OF W000-1� CONSTRIZTION. IZ5 Applying a Sill Pon Flashing a) C Uj 6. AT KALA. AND RICIOF INTERSECTIONS. CL 0 1. AT 19UILT-IN 6011WS. 1.2.5.1 There are a varlety of sill pan systems ovallable. (Reference ASTM E 2112 guidelines for V) t the latest information) The pon shall direct water to the exterior of to the membrane drainage mom DOOR 41 - piano for subsequent drainage to the exterior of the building. = W= 4� (0 0 X 4-1 1 1 ' 0) 0 ALL WINDOW AND DOOR PLASHINS SHALL WMPLY W" FMA AMMA -111, 100, 200, AN 250. "1.2.5.2 Men self-adhoring flashing to used as la sill pon, cut to a length equal to the rough 0 C Z opening width plus at least 150 mm (6 in) up the jamb, to form an and dom (see Flgvro 6). 0 Z EXC43RJOT OF FMA AAMA 100-0-1 2C IM Li U C u) (U II -11 Ta. .... . . cu 3: (1) .. .... 6.0 PIM WINDOW lNffAiJ-AnON PROCZDURZ5 EXTERIOR, 0 C j .......... -I&ARE 12 IF (A 'FA- -C 6.1 Fro -Instal lotion requirements performed by others, per the manufactures Instructior a. > .... ..... Position the top end of the flashing 15 mm (1/2 In) below the location where the top edge 1.2.10.1 Use mechanical fasteners to secure mechanically attachod flashing (sels Figure 20). 0 ...... . ... ........ 6.1.1 Rough Open" of the head f lashing wil I cover the jamb flashing later (see Figure 15) a I-- Z. < LU > Z 6.1.1.1 The bullcloricontractor shall construct the rough openings in accorclance with the window 0 0 707 - u Z Z===., ....... M., molvAacturorNi elm and tolerance roWiremonts. w a) ru I'DOM MID. C: lu U ............. Ln W E I1j Uj 6.1.1.2 The rougli c=llng shall be plumb, level, square arid true within 6 mm (1/4 in) priol to 9 Z 00 Installation or window. Manufmturer's Instructions may suporsocle these tolorome omm" in L- ranges- -OR, 7. Me 14J. r- 0 7!170' 0 1- 0 0) 6.12 k4ater-IROOlative Barriers (YAW) 4' 4- Q M U < E This stonderd proatloo recommend& that the M5 be installed prior to the window Instc Illation. U W -j Ito Installation method described in this standard practice Is based on this sequence. 2 U = = FIQURE EXTERIOR -0 "n N 1. Lk&rcf roll at comer, Is" W-12' overlap. 0 W 0 '01 ME, =Arkjg� 1j;:;ad OWtOC4P pawarn in VatWA& 612.1 The opolcation of the MIS involves covering the vertical surfaralgis of the wall, apped, The self -adhering flashing sill pan system sholl cover the sill to at loost the depth of the window, (A LL - ;r 'k'a fastened, topled aid "clod per the NW manufacturer's Instructions. plus So mm (2 in) onto the face of the MB drainage plane (see Figure Ln 2. Roll should be plumb. Bottom roll edge should extend over sill ptato Interface. 2C 14 E 6 a) I~ bwk o& Hotel, isa of masip "rood ftL;o 6.1.2.2 Fenetratlans through Ow NM for the Installation of windows shall be mado in 'Ei, (u 0 u gweap I a) nwwkftnucc6 =1 reduction, seal wap b4fth caulk or umair accordance with the MB monufar-turer's recommonclations, or this standard practlee. lFI&JRr: 20 EXTERIOR l7on't block b400p noloo. IFIC41RE is EXTERIOR (n 'affi - m L S. Socul,* T -16' on vertical stud line. with Hood Insulated sheath" board 6.1.2.5 The WRB shall be applied in water shedding fashion, starting at the baso of the Hall 9volP ovaq 12' Do not interfere with the MB f Icip at the head. TUck the top of the jamb f lashing under the top -1.2.11 Remove the previously applied tope which holds the flop of the MS at the hood. Allow or exterior citipsum board, use large head or plastic w0hor 6; 7i� naus, as a best 41� (U -0 41� and morkIng towards thio top. The MIS shall be applied to the face of the building frcming flop of the HRS at the head. the flop to lay flat over the head flashing. A a: p%3ctice. NkW- staples with 1.0 Inch minimum crom can also be used. k4wn attaching to 'IFjpI9 a now place of sheathing top over the entire masorr!� use adholilives with pollIurethane, olastomoric or latex bow. or shoothiling- diagonal cut mode in the M5. The tape shal be compressed against the M5 and the hocid "1.2.41.4 Llso firm pressure to apply the self adhering flashing to promote 84001 to Window flange f lashing, which extends over the Jamb (see Figure 21). S ' 0) 0 'A ul '00 10 V) a) 4. unroll direatIg over windobis, aid doom. uppor roll overlops bottom roll b9 6.2 TWO LAYER ME1 SYSTEMS and MS. KNWH OPRO. 0 fu M S. C1oVMIrW= or -1.2.41.5 Apply a piece of flashing across the head of the rough opening. The hoad flashing shall I = and lok4or top platesi mith 11�vak AIL As a best practice, 62.1 A two loylor NM build== AM) system may be required In accordance N th TAM a at band roll overlaps Hith 2' or 5' state and loc4l codes. The m 11 be flashod/intograted with the M5 and into tie wall be cut to the width of the rough opening plus two, times the rol I width of the f lashing, plus 50 mm > Oupont contractor tape. 4-1090. In C 0 M per the ME1 manufalaturor's insirmtton. (2 in) (*oe Figure W. M 6. Make a modified 'I' COT In Twok.6. U 62.2 After " Installation of the second loyor of WR5, the cladding shall be applied with a 4J CL 41 M V) T M= insicle around window or door open". FaIaten eveN 6". weep scrood Installed at the bottom of the first floor and at the bottom of any floor l: lbove 0 Z (M or over a concrete magionry unit (C+V). = - C V) =Aqffkj;� 4 d surface pokkern in VMtrr-,Ad- 1FI&JRE IOR fa V) rnASM HVIHI 'T.2.4 If a rigid or gem[ -rigid sill pon system is used, follow manufacturorIs instructions for -7.0 WINDOW 1=6WhMON PROCEDURE D. Tack t 0 C: L- C)) 4=slll flashing, avorkipphq rough sill by 4'-S'. Ao a beet practice, make I comer Zuta in the PlCbhing. F01-17flashing over rough allL Installation details and Integration with the YVZ and flashing. t 1.1 PRE-INSTALLATiom INSPWTION M 0 41� CL Cnp q. Tack up side flash", OVEIRLAPPINS bottom sill flashing. Cut h4o 45^ angles "1.2.5 Inspect and clean the back side (interior avir-Pace) 0 the exterior window mounting flango. in En like from each top window comer. Then, Install window or door according '711 In the event thaill; the MB is Inistallod after the window Installation, refer to ASTM E 2112 a) C a) Z- :3 'Ev, Look for any sealant Saps or misaligned welding at the e-ornor Joinery. If corner seals or* Dom for various sequencling aonsiderations. 2XV4 21 M '0 > (a Cl .0 -Q, L- - Cn missing in whole or part, contact the window manufacturer for the recommended remedy. o 4� 0 a U 0 10. Install head flashk L90 of T -5dand "712 C (V > Old&= top flop �qv�ks, OVM mkxkw flonge. r t:ashhg out OVER a flashings by 51-41. Fold top flop of Tyvok*OVER Flood Elefore Inst4liatlon c -on o"w, the instollor shall Inspect the MS to ensure that it is f ashilig. TAPE both diagonal Wis. Installed In accordance with this, standard practice and the M0 manufacturor's Instruct o 1.2.6 After allsoning the mounting flanges, carefulIg run a continuous 61 mm (516 in) nominal IFICME 21 EX17EF I OR B "I"L no. % 41 diameter bead of socillant on the back surface (interior flac-al) of the mounting flongls of the Arg toom, penetration or defocto within 505 mm (12 in) of the rough opening croo shall be Refer t:6 ASTM sealed per tho, JAM nioniltmtwor's InatrmtIons, before the Installation window at the hoad and both jambe (see Figure 6). Apply soolont in line with any pro-punchod 'T.2.12 On the interior, the Inst4flor shall apply a backer rod and a continuous interior perimeter 0 3: starts. V) > holes or *lots In the mounting flongo. Connect that bead of sealant across, any Joinery on the boad of sealant (see Figures 22 and 25), or aerosol foam socilant conforming to AAMA 612 0 C a) C. 155. 41� window frame at all ?our corners. without boaker rod (see Figure 24), or other window manufacturer approved material between >� '115 The Installer shall vorW9 ffwt the rough opening to plumb, level, square and true. The FI&JRE 14 EXTERIOR the window ant the rough opening on all sides to form an air seal. This effectively forms a back -a (V -a -i >� 0 CL -r- 0 -j Installer shall notify the contractor to romody any discrepancies per this standard practice. '12.41h Apply primer to any exposed oriented strand board (055) as required by the flcmhlng dam to prevent water intrusion into the interior. A ralsod, upturned log mado from a rigid E SE4.4w WON manufacturer. material ocin be also be mod, if properly air sealed. If a rigid or semi-rigid sill pan was used, Ul -1.1.4 The linstallor shall Inspoc I in 4-J t the fenestration product for clamago and repair or roplace It recheck the seal between the alfl of the window and the upturned og of the sill pan and reseal 3: LA C , M -2 7P 1.2.11.1 Adhere the self -,adhering flashing with firm pressure acroas the hoad of the window on cis noodoed (see Figure Z). fu M (0 6 = W necessary- - ._ 41� _C top of the mounting flange and beyond the rough opening on alach old*, extending it 25 mm (I Iii) 41� Lq 4.1 W CM 0 -1.2 INSTALLATION PP40CMARM over the outeldo edge of the flashing at the joiribs (see Figures 15 ancl 16). = C CM -L- 2K SIX 2XM jow, .212 1-2.1 In the event that the MS has not been previously modified, the Installer shall cor ploto Lap. zcorl 2. L- -0 4' > the following stopst a a) U ou < 0 v) q-- (D 0 C U Mn Carefulig cut the HM in a modified "I" pattern cis shown In figure 1. The full -I cul of r- > 0 U I. - the ME1 to also acceptable. U >- V) (D 0 41� 0 UJ 0 1-- U U 0) < =I :21 ;;P LIJ LL 0 U 4� 0 UJ j:e FIQURE 6 aw) 3 E -1h 'e VIM C As an option, the sealant shall be permitted to be applied to the wall surface, cis opposed to 0 -0 4- 113 in U U the back of the mounting flonge, in line or inboard oVany pro-punchod holes or Islots. >� < 1"I I[j 1 10 C (U V) a) C _j H 0 M a 0 '7.2.77 Apply a discontinuous bead of socillant on the Intarlor surface of the mounting flange at the U Uj LLJ 2cm Li FlISURE 22 0OR F16ME 25 INTERIOR E0 T-4 sill. The bead of sealant shall have a minimum of two 50 mm (2 In) voids nocir the ends (see fa 0 =3 MPS L2 =3 0 U LJ U a) L- LU Figure 41), allowing any liquid water that has entered the w1ndow opening to exit easily. 4� :3 4-- j- 4J Z I IF10-JRE 15 EXTERIOR (0 'Fj (U 41� V) 0 W -a -0 C U -0, 2x U) 0 1-4 '0 IM '0 'E 0 0 W U19 IF -Mr- :3 V� U- F--4 Z r 14111111 rmrmesam I'm AM Ce Uj ui -2 0 e 4� (13 U n - L- t U Maim I EXIMRIOR 4-) 0 Cn V) (u 0 2 Z 45 C LLJ Fold the bottom aid side flops over aid behind the interior side of the framing (sod 4-J C Figure 2). (3) 'C3 0 :3 U 0 C 0 4-1 r, b < --I LU 'I:1 - V. X Z; 41 l'- 43) Cin 0 Cl) 13) -'.2 3: I'm PM 0 V) U 2XI9 2C 19 Id 41� < 24 11% OR FI&JRE Cl CL - E FIOURE 16 exTmm 1 0 0 1-2.1.1 As an alternate to the discontinuous bead of sealant, a weep scrood or wicking 1.2.10 Jamb and Hood Flashing Using Mechanically Attached Flashing mochanism shall be permitted to be applied ot the Jamb ends of the sill to allow liquid water to I "llpf 0 escape. 0 > *7.2.10.1 Men mechanically attached flashing to used, the minimum roll width shall be 250 mm (41 in). 0 a (0 10 (u 1- 0 41 4-j CONTRACT NOTE: THE CONTRACT -7.2.71.2 Additionally, it a rigid or semi-rigid sill pan is used, apply a bead of sealant to the 4-) W V) outboard side of the upturned log of the pon where it will Integrate with the interior side of the '12.10.2 Apply 42 continuous 41 mm (516 in) nominal diameter bead of socilant over sheathing (wall (2 E :E Q) > 00 ac window and form an air/kator seal. surface) and the exterior face of the mounting flange, starting 216 mm (b 1/2 in) above the rough opening (see figure I ontinuing down the jambe to the bottom of the sill mounding flonge. U E kD _j in ui > IFIC;iM 2 UOR 1.2.6 Immediately set the window into the opening (see Figure 10). N AND SPECIFICATIONS TAKE 0 _j 0 a C 7F) AS 0) 0 a) Attach the HM Into poAlon on the Inside of the rough opening, and trim any excess cis u U tq required. ®r vim X ca > 41� '722 Ait the head of the oponina starting at the top cornor of the window (rough) opoilng, PRECEDENCE OVER THESE measure firoin " c4rinor horizontally mid then vertically a distance equal to the roll width of am OWA 740311 4� 0 W CL < to the flashing to be oppIIo4 and make a mark ("o Figure 5). 1- W E 0 3:1 Q� N '7.2.12.1 In cases where shims cause Interference with the applIc4tion of the backer rod or U 0) 4- 4� L- C14 DRAWINGS, ANY CONFLICTS WILL sealant, trim excess shim material to allow for a continuous alr/wator seal (see Figure 26). In all (V Z :2 1:) C 0 Uj cases, make sure the entire perimeter joint has boon sealed, creating an alr/water tight 4� 2 q condition. 2 13 -j W= U a) 0 11 Ila < >- > 3: U- M LU DEFAULT TO SAID DOCUMENTS. 0 2X19 :3 a) C: co --1 atm mcm 0 a 0 0 -j t 0 U 1-4 EXTERIOR > Z InsiRE io ="W-T`WXTMIOR 7.2.10.5 Cut jamb flashing to a measurement equal to twice the roll width of the flashing being j 41 4 Hold the window temporarily Into position and apply shims as required to ensure the window is used, plus the height of the rough opening, minus 25 mm (I in). V) set plumb, level, square and true. Fasten the window perimeter securely into position in 0 0 accorclaince with the manufacturer's Instructions For pro or soolont coverage, ensure squeeze "12.10.4 Apply flashing Inlina with any pro-punchod holoslolots in the mounting flongo and cover .2 44 1 U t - r -L a) U 29 IM 2XM -'--E99k any fastener heads (see Figure 16). -r- Cu 0 1"4 out under the flange and in fastenor holes (see Figure lIr a) U L- 4J < - MIND Ln L- a. L- iu a) 0 co In 5 EXTERIOR r > At a 450 anglo, c4wefullyi cut the WIM on a diagonal (see Figure 4). Ropeat this 91:4 �p on the opposite carrier. 7 Ln '[3 C F INTERIOR U C:.r- DATE: -j o 4J fa M 01' 14001C Ot "72.12.2 To onsu adequate protection against extreme wind driven water loods (12 pef water Z -r- E U I I ro U U E loadiii), it Is critical that the perimeter interior air and water socil bhotwoon the window and the (9 a) U sill pon flashing Isiable to withstand this pressure load without air and water leakage. Special 5 0. Ina v) " caution needs to be applied to the interior corners. CL I- W 11/9/2017 &-I 4.J 0 4J 0-6 W= 8,-0 POST INffAL663:ION PROCEPLIRM -j Cy im 0 -c 6.1 The installer shall ensure that the fenestration product frame and sash cro Installed plumb, LL 5. Ln C 91 Re all Re level, actuare and true, within the specified tolerances. a - 0 Ho V) 0 a) SCALE: Z U 'a InviRe ii EXTERIOR. IFICURE 16 EXTERIOR 6.2 The Instaillom shall ensure that all sash move freely within their fromos, aid that weather stripping or comf� - rossible seals make full contact with mating surfaces. 4J 0 r- .0 U U a) L- (n we 8,.5 The Installer shall ensure that operable hardware such cis locks, cranks, lat4hos and hinges = C 4J N. T. S. operate smoothly, and that all looking mechanisms engage and operate properly. 0. ICU IFIS-URE -4 EXTERIOR 0 E 4J -'- I 5.4 The installer shall ensure that all accessories and other components of the fonestratiOFFICE CO pc-:) Y - wo - 2 - product assembly cre present, such as screens and hardware. 41 N t L. M 0 6.5 After Installation of the window, drainage holes shall be inspected for blockago and frood 4� SHEET: of any obstructions to allow drainage. C C > 0 U DOOR & I VOY4 FLA5HIN65, A 16 .21612--.-.... WAM l'. CL) 0 (A L L C 0 . C c N fl. p 3 � p 0 0 OQ>LE E O c O 0 m .u� c . C -0 �_+ cn L L c0 c0 3 �O c O Q c 01 u F- 0 u aZU >- oo- CL ,- U m L 0 �u J L 'c0 (.Z)'2 X -- uu c> O i Of .0 c v C m N -0 L I U U c i .ice ._ cp V-0 UP � .� I I I U��, .2 v (tj Lc u U m0x+, �ar(u0 c •-O� L_ — — — — — — — — — — — — — — _ — m L _ 1 o "- ° =��= L �0u - .L =� c o ® O L c - DN N c:F0 u _I L p c: Ly ELN ce x0 w 0 (A@ L I c w c - O0 ._ U 01 Li i I E luo o u a� J w In 0 0 o c i Eva .- I-- MA(L) �0 _ L J E E o m L� ® L ro0 U _ c a E No P 5 U � c c i .� ._ -o L ® 1 0 rn o 4- 7=77 � `• � 0 I O u� to •- +, -p c o = c o I � a � _ i c •c 0 X 0 m c0 0 L N . > m u mco�o L rn � c � n• ;v U CL cc 1 0 _ O 0 c O O-0 p C 0 D1 ° I _I _cam._ B •- m ._ a) 0 a� �° > -0 - - - IF W�'I KING SIZE BEO 3 � O c c c0 cn O _ _ T T c w c %� /� V% i ca t O ° T O U o ° cn m � •- •- c a� _ L 1- i I ._ >. - L .N p1 - O 0 J l0 c0 a� u cm>c_ � , .- I 0 3 0 0 > i v O c N � L_ c -0 �N of i3O,N = .c J N ►� CL O +� �+ 3 cpm t �' I 01 c6 O > L-�.2-0 (U a `° �— O 0 J aa�u-3�mo au c - I U Cc' .>�>._ c w ._ c w 01v o ._ _ I (u 3 .0-0 J a E �, cnc�0�'n o�� (u v ca cn as c c0 c 0 U Lt' 3 t K I o I � mwroo a� � a� _ cr- u U L I f0 U w f0 y �, N LL- c 3 N o C U cl] 4J Z3 'D O L u- I O U o o an 0 L L Z �+ ® I 4, - c ° o c u i 1 o - o I I o U C 0 c aU._� II o=, L F _ o c 1- rn cn _ u o � WH ca DN u a� L m L 1.3 000 .0 c U o E w 0 L 1 _•- U = c0 O O. y N E O c0 -� �� L ._ - .N .- II +, - > a� a� � Es _ H � �a U a y O J cn c c N N: O (I N zu � -0 X U L ICie.. a O J c0 I I •- 0 L L L 4" I14 f O y L 0 i E m. � N L U C N , L U dl ._ L 1i u- (0 �. c O 0 N U U N � U. c ._ c0 W i i t Y tZ O Q U 4- 0 O 3 U U i V N c - 0 o c6 L L .c i J V7 C C U L 0 0 0 u I 1 i 1 OURACONTRACT 0 c,c �LCONTT N TE. AND .0 > I_ c 3 D N I ._ c U I SPECIFICATIONS TAKE PRECEDENCE UJ cO 0 fu O .c 4- 4MI to ._ u E U U ._ (7 L OVER THESE DRAWINGS.ANYCONFLICT, z0 3 a a L a� Ii _ J t 4- WILLDEFAULT TO AID DOCUMENTS,Q na s _o Bu �o 1 z - o 21 +� L ro c O W c ti u ° 0 L of v OFFICECOPY a � � c .. O .2 O .L ur•_ E - - c .V 0 1- � L >. _ L rnL rn> c c > 3— CLfu U PLAN # 2716 W H V 1 W z cea O H M Q N O O M O z wJo w LL I ,w,w (A Cc ,-i oc �- (J)Uo�i _ a Lu _ Q w l� W O coz Y o ce U .. I� ..u) M~.... W a U�\ (f)_ p z q J 02 uj �- Q. U Lu UJU z a M w ,. Lu H M W a DATE: 11/9/2017_ SCALE ■ 1/411 11-011 SHEET: A-17 V 1 z O H M Q N O O M O z wJo w LL I W Cc ,-i oc �- (J)Uo�i _ 0 Lu _ Q w l� W coz o U .. I� ..u) M~.... z W U�\ (f)_ q J 02 uj �- Q. U Lu a M DATE: 11/9/2017_ SCALE ■ 1/411 11-011 SHEET: A-17 cco (a3 , c a -c t0 cLo 0 Q 'cc o� 0 U ._ H .L u o 0 U a U N oU L Q U O (0 N� X`'_. L VI Lf) Q) L 0 C0 > O c .0 c iv U U cm o: Q) C _0 CL O t0 a) N A Q- L C. = U �c -C a)0 a.,! (°1 C O 3 Z �O L -C 01 w a) O O Cn a) iv U L) a) 0 }' O O x 3 a 0 Qj F0 U t0 rn E c ui x V, , 4, 0 O p W � o 0 N 0 C O E4" 4--0 w U a) , _J 0i= -C cn ri a c U rn Emo-- — a) mLm'S-0 () - L a) :j E E0 01 L a) C O. Y E - a) V 4j C •C .O C.L CIS 3 O a) - M Ln w t0 4,Q m C 01 L O 0 y N 4+ 0C C F L- 0 f0 ° Q a) 0 N N Cn C C O v a) 0 0 0 0 a) C n� c �•p1 w C N a O C L QI t; -2++ 01 (0 0 t —C CL rn— C a) _� _ L 7 �L>Ma.a OOU C C _a) > ° 01 O L _� . N- M 0 3 5 () > OO N L4- L -_ C 0 0 V) -J O U 1-' �o E�4 ' vi c c (0 — N O' M 0 C L •3 c ° rn•°1 rn�ooa� a., > a) a _. _SPECIFIC'L a m — U 0mwoUa� mCONTRA T NOTE. C N RACT ANDTI STAKE OVER = c WILL o QTHESE DRAWINGS.ANYONFLICT TO SAID DOCUMENTS. _° a) O " L O o z N >`— i L C f0 to a) C O �aooac) x: v o _' c o ti Oa C ° E Q height, measured vertically E 6 m N O cco (a3 , c a -c t0 cLo 0 Q 'cc o� 0 U ._ H .L u o 0 U a U N oU L Q U O (0 N� X`'_. L VI Lf) Q) L 0 C0 > O c .0 c iv U U cm o: Q) C _0 CL O t0 a) N A Q- L C. = U �c -C a)0 a.,! (°1 C O 3 Z �O L -C 01 w a) O O Cn a) iv U L) a) 0 }' O O x 3 a 0 Qj F0 U t0 rn E c ui x V, , 4, 0 O p W � o 0 N 0 C O E4" 4--0 w U a) , _J 0i= -C cn ri a c U rn Emo-- — a) mLm'S-0 () - L a) :j E E0 01 L a) C O. Y E - a) V 4j C •C .O C.L CIS 3 O a) - M Ln w t0 4,Q m C 01 L O 0 y N 4+ 0C C F L- 0 f0 ° Q a) 0 N N Cn C C O v a) 0 0 0 0 a) C n� c �•p1 w C N a O C L QI t; -2++ 01 (0 0 t —C CL rn— C a) _� _ L 7 �L>Ma.a OOU C C _a) > ° 01 O L _� . N- M 0 3 5 () > OO N L4- L -_ C 0 0 V) -J O U 1-' �o E�4 ' vi c c (0 — N O' M 0 C L •3 c ° rn•°1 rn�ooa� a., > a) a _. _SPECIFIC'L a m — U 0mwoUa� mCONTRA T NOTE. C N RACT ANDTI STAKE OVER = c WILL o QTHESE DRAWINGS.ANYONFLICT TO SAID DOCUMENTS. _° a) PLAN # 2716 W Q 0>` '2 W z N >`— i L C f0 to a) C O 11311,7.7.1 Height. Handrail x: v o _' c o ti M M Q height, measured vertically N O ` O `" "' ° ° V from the sloped plane z UJ WHO PITTINGS USED TOo L&-"= N ,M�ww tll adjoining the tread nosing, .7-1 J ------ PROVIDE CONTINUOUS 0 ° o 0 or fuaish surface of ramp cI ` TRANSITION ARIrt a c o C L Y scope, shall be not less than W d. ; `� PE#IIITTED TO EXCEED o o IL IL 34 inches (864 mm) and not 0 HANDRAIL Q LU z -j THE HANDRAIL HEIGHT: ,-, o u F_ more than 38 inches (965 Uj Z w LU w 0 d- to z°Cn mm). PHOTO 24. M € y, W Q � w L o OCO�,u� + Exceptions: .lb, c c 1. The use of avoluteIL 41 turnout or starting easing a v �, c shall be allowed over the .: ai ami lowest tread. PHOTO 25 t ° 0 a ZL MA -o 2. When handrail fittings* ; o �' -0 E o or bendings are used to - - v wa' — 0 0 provide continuous transition o °' between,�lights the transition L c -0 c ° from handrail to guardrail, or a N ° m > used at the start of a flight, the handrail height at the o, 0 E 0 fittings or bendings shall be permitted to exceed the -- j _.E ai maximum height. DRAWING 26 °• -) n c ° J c U Q O p .... xL�a�.. J a) L O 0 '. :.. E L VOLUTES, TURNOUTS, "' ++ C a) L O v U °1 w STARTING EASINGS AND _ ° o o , STARTING NEfl ELS ARE ' ._ fl m L 4� 0 AMOV ED OVER THE L , c U W LOWEST TREAD � TAR STING -0 2 se L c CEASING. a U 030' rV — (CU: Ct a)'0 C 0 e) �o ° O A , O o :2 TURNOUT _ fu 3 �c'U2 U C: o {.+ U E �- q„ a Q ?3U1a ' VOLUTE L J � as :Y "E- Cr 21Zz2 STARTINt3 NEWEL 0 L U to c a_ 41 _ (n 0 0 zUOFFICE COF O U LUa) cn L •OIL OC .o a a� 0 L E a. r41 ©201p Stairway Manufacturers Rssociation Interpretation of IRC 2009 • www.stairways.org • 11 'A N -o u C: 0 L- �. PLAN # 2716 W Q W z O F'— M M Q > N O O (- V O z UJ WHO ,M�ww tll � .7-1 J V 0 cI UJ W cc) Y z. 0 W d. ; W IL IL 0 z Q LU z -j U F_ Uj Z w LU w 0 d- to a M V W Q DATE: 11/9/2017 SCALE: N.T.S. SHEET: A-18 z O F'— M M > N O O (- M O z UJ WHO LU � .7-1 V 0 cI UJ W cc) z. 0 d. U M Z LU U U Q w 0 d- to a M DATE: 11/9/2017 SCALE: N.T.S. SHEET: A-18 8311.7.73ir1II1-size. All required handrails shall be of one of the.following CIRCULAR types or provide equivalent graspability. DRAWING 32. i ••••.••�, .. wo. p.va uvax vc the rofile and achieve a depth of at least 1. T I. Handrails with a circular cross section she i teh (8 nun) within % itch (22 mm) below the shall have an outside diameter of at least 1 /a inches wid , st portion of the .profile Tuts required d °` pth shall R32 mm) and not greater than 2 inches (51 mm). con nue for at least 3/; Inch (10 ' at a level that OTO 33. If the handrail is not circular, it shall is n t less than I % inches (45 #lint) elow the:tallest have a perimeter dimension of at least 4 inches (102 porttott .af the profile. The m�nirttuirt width of the nun) and not greater than 6% inches (160 mm) with a liars( rail abovo Ilia recess shall b i �' inches (32 mm) maximum cross section of dimension of N inches to a nax..`imurn af23% inches (7t1: nein) Edges shall (57.mm). Edges shall a minimum radius of Q.O1 l►ve a inintinurn radrus of 0 Al inch ((i.5 0.SEE Inches (0.25 mm) PHOTO 34 11�L STI ATIDh1s N. XT PAGE ® 2010 Stairway Manufacturers' Association Interpretation of IRC 2009 + www.stairways.org • 13 O cOa ° v m c•04 � L (0 tp . C Q C U ° Q c rn u U o0 U n UEn U J L i Q U O (u U X `� L V) U) a L O C > O OL av o 0 _ w U U U•�C-0 -0 C1. a �O(a L C O U - cn (0 L U O C a }' C O UC3zfu M iA Cn'O U 3 (n C U C � T N 7 �. (.- U U N Q +' CU ~ o� 0��- 'M C fa , a)E cw o V) v p v1 X L 0) ° v- +' � E 4- U U J 7 O 4_ r ° C rn E (n (n 2 -0 U U -3 E �E6cm"w �av;E�v m m q C 4 M N '� Q (o a M L- C p1 L O 'O U +� C C L 4- '6 O O sU U (o > W U M O M Cn C I + a U p -W Q Z M N O U C 3`O O U a N Im •U w 3, C 'N O M C t ,� ° 4. C 21 p O U 01:2 (AcW�°' ' O CM0Uc c Q) > ° iT O L C n U• 03�°> o'c M = C CL u 0 O m E 3 3v;°cM- M MM °=.N c 4� = 4, V) o C CONTRACT NOTE: CONTRACT AND SPECIFICATIONS TAKE PRECEDENCE OVER -IUWU_= a THESE DRAWINGS. ANY CONFLICT WILL DEFAULT TO SAID DOCUMENTS. _�CL 0 V� C: �`�� 83123 Opening IimitaHons. U W Regoired.guamts shall not Kaye openings from the MUST NOT ) L u1 0-4JN L L walking surface to the required guard height which ALLOW allow pass a of a sph�ere 4 itches (102 mm) in g p diameter.. PASSAGE tai: ; "If HERE 3 PHOTO 44. U Q ° C Q { O:�• L 8311.7.73ir1II1-size. All required handrails shall be of one of the.following CIRCULAR types or provide equivalent graspability. DRAWING 32. i ••••.••�, .. wo. p.va uvax vc the rofile and achieve a depth of at least 1. T I. Handrails with a circular cross section she i teh (8 nun) within % itch (22 mm) below the shall have an outside diameter of at least 1 /a inches wid , st portion of the .profile Tuts required d °` pth shall R32 mm) and not greater than 2 inches (51 mm). con nue for at least 3/; Inch (10 ' at a level that OTO 33. If the handrail is not circular, it shall is n t less than I % inches (45 #lint) elow the:tallest have a perimeter dimension of at least 4 inches (102 porttott .af the profile. The m�nirttuirt width of the nun) and not greater than 6% inches (160 mm) with a liars( rail abovo Ilia recess shall b i �' inches (32 mm) maximum cross section of dimension of N inches to a nax..`imurn af23% inches (7t1: nein) Edges shall (57.mm). Edges shall a minimum radius of Q.O1 l►ve a inintinurn radrus of 0 Al inch ((i.5 0.SEE Inches (0.25 mm) PHOTO 34 11�L STI ATIDh1s N. XT PAGE ® 2010 Stairway Manufacturers' Association Interpretation of IRC 2009 + www.stairways.org • 13 O cOa ° v m c•04 � L (0 tp . C Q C U ° Q c rn u U o0 U n UEn U J L i Q U O (u U X `� L V) U) a L O C > O OL av o 0 _ w U U U•�C-0 -0 C1. a �O(a L C O U - cn (0 L U O C a }' C O UC3zfu M iA Cn'O U 3 (n C U C � T N 7 �. (.- U U N Q +' CU ~ o� 0��- 'M C fa , a)E cw o V) v p v1 X L 0) ° v- +' � E 4- U U J 7 O 4_ r ° C rn E (n (n 2 -0 U U -3 E �E6cm"w �av;E�v m m q C 4 M N '� Q (o a M L- C p1 L O 'O U +� C C L 4- '6 O O sU U (o > W U M O M Cn C I + a U p -W Q Z M N O U C 3`O O U a N Im •U w 3, C 'N O M C t ,� ° 4. C 21 p O U 01:2 (AcW�°' ' O CM0Uc c Q) > ° iT O L C n U• 03�°> o'c M = C CL u 0 O m E 3 3v;°cM- M MM °=.N c 4� = 4, V) o C CONTRACT NOTE: CONTRACT AND SPECIFICATIONS TAKE PRECEDENCE OVER -IUWU_= a THESE DRAWINGS. ANY CONFLICT WILL DEFAULT TO SAID DOCUMENTS. _�CL 0 V� C: �`�� ® 2010 Stairway Manufacturers' Association Interpretation a f IRC 2009 • www.stairways.org • 17 U 3 E a a>—�;n° -o ° F Ut3o u1'°m°° U U U U i M4 � 3 v v a o p C N O (0 L y V) L U C tn1.0 ;��"' ++ O t"' U M °•�30Ta1 z � _ d.J L a� o �oW U;� N U rl U 4, � C �O v0i U�•3 U U 2 Q -0L. O- m C.W U •O E� U U O C O N 0 M. �. L •!U 0 •_� w a1 .c E :E> � U O J NO U V) Q U L i > U N (n L Vim: O ° U Q L- N U 2 E o N c cu A ° � c o `0-C v,a) o L (0 C > Q U w -C 3[ a CO w O �- U O 3 p N ;55 24 r' i t 21 U o"� o 0 4' O. U U L U 0 V1 L 0i U L a' t W : Q C (o 3 0 to Ufa_O U C-Cw 4 J O (' M U ..1 •U U E41 4- U L U 3 N Q L U J 41 O L •� y _ c cnof°°°' zu•�°° mLn C7 .° .L m (A c'n4�Oco Q U U L u1 r\ (n O L E MA N U 41 LU Q D 83123 Opening IimitaHons. W Regoired.guamts shall not Kaye openings from the MUST NOT ) rr walking surface to the required guard height which ALLOW allow pass a of a sph�ere 4 itches (102 mm) in g p diameter.. PASSAGE tai: ; "If HERE PHOTO 44. Q { Exception 1. The triangular openings at the open _ side' of a stair, formed by the riser, tread f and bottom rail of a guard, shall not allow � k� R31,2.4 passage of a s here inches (l 53 mm) in , pp diameter. PHOTO ., Woodp astic composite guards shall comply with the .45. provisions of Section 8.317.4. 2 Guards on the open sides of stairs shall" ' y3 not: have openings which allow passage of a sphere 4%' nches (111 min) in diameter. W PHOTO 45.x, > w t z ® 2010 Stairway Manufacturers' Association Interpretation a f IRC 2009 • www.stairways.org • 17 U 3 E a a>—�;n° -o ° F Ut3o u1'°m°° U U U U i M4 � 3 v v a o p C N O (0 L y V) L U C tn1.0 ;��"' ++ O t"' U M °•�30Ta1 z � _ d.J L a� o �oW U;� N U rl U 4, � C �O v0i U�•3 U U 2 Q -0L. O- m C.W U •O E� U U O C O N 0 M. �. L •!U 0 •_� w a1 .c E :E> � U O J NO U V) Q U L i > U N (n L Vim: O ° U Q L- N U 2 E o N c cu A ° � c o `0-C v,a) o L (0 C > Q U w -C 3[ a CO w O �- U O 3 p N ;55 24 r' i t 21 U o"� o 0 4' O. U U L U 0 V1 L 0i U L a' t W : Q C (o 3 0 to Ufa_O U C-Cw 4 J O (' M U ..1 •U U E41 4- U L U 3 N Q L U J 41 O L •� y _ c cnof°°°' zu•�°° mLn C7 .° .L m (A c'n4�Oco Q U U L u1 r\ (n O L E MA N U 41 LU Q D w• W rr Q R31,2.4 Exterior woodplas tic composite guards. Woodp astic composite guards shall comply with the provisions of Section 8.317.4. ® 2010 Stairway Manufacturers' Association Interpretation a f IRC 2009 • www.stairways.org • 17 U 3 E a a>—�;n° -o ° F Ut3o u1'°m°° U U U U i M4 � 3 v v a o p C N O (0 L y V) L U C tn1.0 ;��"' ++ O t"' U M °•�30Ta1 z � _ d.J L a� o �oW U;� N U rl U 4, � C �O v0i U�•3 U U 2 Q -0L. O- m C.W U •O E� U U O C O N 0 M. �. L •!U 0 •_� w a1 .c E :E> � U O J NO U V) Q U L i > U N (n L Vim: O ° U Q L- N U 2 E o N c cu A ° � c o `0-C v,a) o L (0 C > Q U w -C 3[ a CO w O �- U O 3 p N ;55 24 r' i t 21 U o"� o 0 4' O. U U L U 0 V1 L 0i U L a' t W : Q C (o 3 0 to Ufa_O U C-Cw 4 J O (' M U ..1 •U U E41 4- U L U 3 N Q L U J 41 O L •� y _ c cnof°°°' zu•�°° mLn C7 .° .L m (A c'n4�Oco Q U U L u1 r\ (n O L E MA N U 41 LU Q D W Q Y/ J W > w O z Q Z v z } LU LU J ~ 57 U W a ® Issue Date Revised Detail Number a� January Y A rl p FL -3A L 2000 in ® Issue Date Revised Detail Number 1&ln reliApril January Y A rl p FL -3A Waterproofing systems p 2000 2010 Wall Flashing Detail for Decks _ NOTE:* "Traffic Finish Options: 2 coats Wearcoat OR Coraflex with 2 coats Wearcoat Clear Wall Finish Door Threshold 1 x 1 Angle Metal 2 Layers of Sealoflex Finish h Coat 3= Sealoflex Pink Saturation Coat Sealoflex Fabric Sealoflex Pink Base Coat i `Traffic Finish (see NOTE above rardwearing i f rimer (See Sealoflex x Primer Chart 1 r ealoflex P S ) t Polyurethane Caulk Fillet 3/8" x 318" Single Part Pol Space Exaggerated to 9 Y show layer distinction General Notes • Approved for all Sealoflex warranties. • Follow steps for any necessary priming as outlined in specifications manual. • Follow steps for application as outlined in specifications manual. • All: Sealoflex fabric to overlap a .minimum of 3 when 2 pieces come together. • All Sealoflex fabric to overlap a minimum of 3 when thereis a change in plane. • Use two separate pieces of Sealoflex fabric at edges and penetrations. p SEALOFLEX INC. Tel: (800) 770-6466 www.sealoflex.com �Issue Date Revised Detail Number January April ril C7Waterpofing Systems 2000 2010 DE -1 Roof D tall for DrI eEdge Drip dg 2 Coat Layers of Sealoflex Finish . ._ s Sealoflex Pink Saturation Coat Sealoflex Fabric Refer to Fabric Chart)- ---m Sealoflex Pink _Base Coat , s: V l z ---------- Adhere Drip Edge with Single, a v, F.. a �u PrtPolyurethaneIk Q a Caulk ME° F . a w�r Roof Deck X s ■ h 2 Drip Edge—/ 4 �s U U F �v x Ar' r. H� . gyp. Sealoflex Pink Saturation„ Goat..... rrnn mn _,. , V , f .. Sealoflex Fabric r Sealoflex Pink "Base” Coat "'' ' 1-1 W w U n r IN Ge e a Notes, W cc W r^ G V1 U Approved for all Sealoflex warranties. Q App e w Follow stps for any necessary priming as outlined in specifications on manual. un U Follow steps psfor application as outlined in specifications m nuaI. . 0L.All SeaI f ex fabric to overlap a minimum of 3when 2 feces come together. 'rrV . . .All Sealoflex fabric to overlap a minimum of3 when there isachange In plane. z W z Use two separate feces of Sealoflex fabric edges andpenetrations. Q 1--1 as W Q SEALOFLEX INC. Tel. 800 770-6466f` x m www ea le .co f c)U U G '�Ci a) �- L y- 0 C E Em a) vi '° '- aM 3 U c L {! fa ° v .,..� L. L Q c O EU I'- N O U00Q U° o i U J ? L L — Q U O M X 4- L ' L 0r- c > 0 0).0 c ° a U V CM: O � W-vC n CL � O �p 4+ CL a U.N(L)a) ° c = U n 4MoX,� 0 °c 0 U c 3 Z = L _. 0o2�N �.aM 3 a o •— _L O L _ U In rn r - m u.i E c L "— U Q) fl. DC X En X L 4-aU 0 _ F- EE o 0Z ,� wUrn w o�U sa) 'a c Amy>.n E o rn� 0 L EaUi moo. v C D1 L r 2,3 a, cr0 0 N w 3� �o M c Q, ° (n V) :M a) (U m0 cMa�c_'0 X > c o rn� c a( c N L a U 3 M(n ° c =�' a, 41 �@ 3 w c c L a) O ra ��O �� th M >u -i6 - S (°o c m >- 75 72 w o3 <5>> 41 o L °� >, _j„° CL ° °U (n M E �� 3N=a r °L Issue Date Revised Detail Number 1&ln reliApril December Aril DT -1 WaterproofingSM1 Y stems 2008 2010 Door Threshold Detail NOTE: Predrill holes for mechanical fasteners and fill with single part polyurethane caulk immediately b efore fixing with fasteners. Door Threshold 1 x 1 Angle Metal Sealoflex flex CT System Required Under Door Sealoflex CTSystem or Sealoflex Waterbased System Single Part Polyurethane Caulk General Notes • Approved for all Sealoflex warranties. Follow steps for any necessary priming as outlined in specifications manual • Follow steps for application as outlined in specifications manual. • All Sealoflex fabric to overlap a minimum of 3„ when 2 pieces come together. • All Sealoflex fabric to' overlap aminim m of 3wh n there is a change inPane. • Use two separate pieces of Sealoflex fabric at edges and penetrations. SEALOFLEX INC. Tel: (800) 770-6466 www.sealoflex.com G '�Ci a) �- L y- 0 C E Em a) vi '° '- aM 3 U c L {! fa ° v .,..� L. L Q c O EU I'- N O U00Q U° o i U J ? L L — Q U O M X 4- L ' L 0r- c > 0 0).0 c ° a U V CM: O � W-vC n CL � O �p 4+ CL a U.N(L)a) ° c = U n 4MoX,� 0 °c 0 U c 3 Z = L _. 0o2�N �.aM 3 a o •— _L O L _ U In rn r - m u.i E c L "— U Q) fl. DC X En X L 4-aU 0 _ F- EE o 0Z ,� wUrn w o�U sa) 'a c Amy>.n E o rn� 0 L EaUi moo. v C D1 L r 2,3 a, cr0 0 N w 3� �o M c Q, ° (n V) :M a) (U m0 cMa�c_'0 X > c o rn� c a( c N L a U 3 M(n ° c =�' a, 41 �@ 3 w c c L a) O ra ��O �� th M >u -i6 - S (°o c m >- 75 72 w o3 <5>> 41 o L °� >, _j„° CL ° °U (n M E �� 3N=a r °L ® Issue Date Revised Detail Number Waterproofing Systems December September �2oo�> L O > a) a Waterproofing Systems -:2003 OW Ind �I NOTE: * `Traffic Finish" Options: 2 coats Wearcoat OR Coraflex with 2 coats Wearcoat Clear Hardwearing "Traffic Finish" (see NOTE* above)---- - oU u a) '— c .0 U ® Issue Date Revised Detail Number Waterproofing Systems December September DP -1 Waterproofing Systems -:2003 2006 Trafficable Surface over Plywood Deck NOTE: * `Traffic Finish" Options: 2 coats Wearcoat OR Coraflex with 2 coats Wearcoat Clear Hardwearing "Traffic Finish" (see NOTE* above)---- - 2 Layers of Sealoflex Finish Coat Sealoflex Pink "Saturation" Coat Sealoflex Deck Fabric Sealoflex Pink `Base"Coat Part Polyurethane Caulk I 3/4" T&G Plywood General Notes • Approved for all Sealoflex warranties. • Follow steps for any necessary priming as outlined in specifications manual. • Follow steps for application as outlined in specifications manual. • All Sealoflex fabric to overlap a minimum of 3" when 2 pieces come together. • All Sealoflex fabric to overlap a minimum of 3" when there is a change in plane. • Use two separate pieces of Sealoflex fabric at edges and penetrations. SEALOFLEX INC. Tel: (800) 770-6466 www.sealoflex.com >. >, u �Q u $ ° a) y (U�a N 0-0 .,L' a=— -a�ocn°c °�,L O m °t ° U U a) i ��.Cc: !O Cl 'L C N c M O L +' O Vf L a) C w _2 �O f o� 0�0, Z 4Cc, c L — 0 � O L, U U CU N+�4,H +0, I' aci 0) +� M4 -o " c v vii v 3 u2 s oB m a-0= a.N-o c2U.oEv- V V t O (UW0 ° 1 > M _ 0 � m > QLi E O 3C 0 W X O N O a) L ie20y°o L y_ E L W V 0 ..2 U L 0 L> (Q C ao�mw_ J-2 � Z O O- U Or- o 3:-o ° 5 O MC ) L c�2-02 Oa)°o U ' _fl. a) U 2 U O (A L Q aI L (U L •> .L '0 CL, 'In �.0 O a) ,� 0 J O 4 N ro U E- J 'y v _ zo 3 N & >oL a,W 40- �C-6 C,� o `r- (n0cMU o N (n a+ O c 0 ,OLE ri fA 'p � I—mL, V17171010- cu H� .0_ L� .0_ >CONTRACT NOTE. CONTRACT AND SPECIFICATIONS TAKE PRECEDENCE O _ a U co _ M ca o -L° U) U TO THESE DRAWINGS. ANY C NFLLCT WILL DEFAULTSAID DOCUMENTS. W H Q I sUe Date Revised Detail Number Waterproofing Systems May September C-1 2003 1 2006 Coping Detail Prime Top and 2 Layers of Sealoflex Finish Coat Underside of Drip "Saturation”' Sealoflex Pink Coat Edge with Sealoflex Sealoflex Fabric Metal Etch Primer Sealoflex Pink "Base" Coat ------------------------------------ ,1 r Adhere Drip Edge with Single Part Polyurethane Caulk I Metal Drip Edge —1 "k Building Facade--' NOTE: Drip Edge is optional. If coping top Space Exaggerated to ' slopes away from the show layer distinction facade, nodripedge is necessary: General Notes • Approved for all Sealoflex warranties. • Follow steps for any necessary priming as outlined: in specifications manual. • Follow steps for application as outlined in specifications manual • All Sealoflex fabric to overlap a minimum of 3" when 2 pieces come together. • All Sealoflex fabric to overlap a minimum of 3" when there is"'a change in plane. • Use two separate pieces of Sealoflex fabric at edges and penetrations. SEALOFLEXINC. Tel: (800) 770-6466' www.sealoflex.com >. >, u �Q u $ ° a) y (U�a N 0-0 .,L' a=— -a�ocn°c °�,L O m °t ° U U a) i ��.Cc: !O Cl 'L C N c M O L +' O Vf L a) C w _2 �O f o� 0�0, Z 4Cc, c L — 0 � O L, U U CU N+�4,H +0, I' aci 0) +� M4 -o " c v vii v 3 u2 s oB m a-0= a.N-o c2U.oEv- V V t O (UW0 ° 1 > M _ 0 � m > QLi E O 3C 0 W X O N O a) L ie20y°o L y_ E L W V 0 ..2 U L 0 L> (Q C ao�mw_ J-2 � Z O O- U Or- o 3:-o ° 5 O MC ) L c�2-02 Oa)°o U ' _fl. a) U 2 U O (A L Q aI L (U L •> .L '0 CL, 'In �.0 O a) ,� 0 J O 4 N ro U E- J 'y v _ zo 3 N & >oL a,W 40- �C-6 C,� o `r- (n0cMU o N (n a+ O c 0 ,OLE ri fA 'p � I—mL, V17171010- cu H� .0_ L� .0_ >CONTRACT NOTE. CONTRACT AND SPECIFICATIONS TAKE PRECEDENCE O _ a U co _ M ca o -L° U) U TO THESE DRAWINGS. ANY C NFLLCT WILL DEFAULTSAID DOCUMENTS. W H Q W Q Z J' Q O `1 ce Q L LU IL a O z Q z J U H w W W J - Mi J U LU Q y, cu a) L Oo� INSULATION NOTES:CONTRACT W NOTE. CONTRACT AND co.OoLOr00v >� >� OtWALLSR-19 FIBERGLASSBATTS SPECIFICATIONS TAKE PRECEDENCE O w F M M �M 3: 4 a � KNEEWALLS: R-19 FBATS V z <C THESE DRAWINGS. ANY CONFLICT `OrnL L.U__o cOVER O O W,O a�) fLE+ 1ATHCSS R-38 FBERGLASS -1 O DEFAULT TO SAID DOCUMENTS.—X =u .�u U OWILL Lu LL i Ocry O L 4 p LLL RAISED FLOORS: R-19 FIBERGLASS BATTS (A� _. p To a) L J (n Uj 1 U , 0 w UN a wr, c. C,a) o w W PRE—ENGINEERED� a� 3 i TRUSSESLU c o 41 MOX4� �asa�o ce Q O >. O U��z= U) M 01 m. O IL a U U)Lu o C O_1 _ = w .O U Q LL ARCHITECTURALSHINGLES U 'o a) 3 a c _ C2: L O L U II w (n •— t0 to c m a)W � � c Z d - ._ p, � a) au L C O I R SC SSO S TRUSSES� a M _c s orn �-_ `+- U N J O O w L c U at N L O a) O _ Ea 'C In> U w _ L C a) J zi; � C O � L a) N p U c a`n E°- a) ++ c C p C L m L L a a) m III. Ccn O ar a.+ y a a)_ c _ C a) O L 'tom 1 X (� > (U V (n > iu N Y C � Q) p. L c a..�•LY aU 1/2" PAINTED DRYWALL O C a) 01 �� C Ul.- inI �. 4- C N "o c: 0, rna° a) _ VENTED VINYL - SOFFITS: > Om (u' D L �, a 1-10 o' o (ou > 1 1 10 11 1.... O > a a) > 'c N > LL os o� �o E ._ a a1 (p CO rnmooa>, (vw n3 0 U0 o = Us '� fu -w 11® o .v 'o�i <c = _p2C6 #?SPF 24C.>' �3N� ��u E m O u1 of z �N�= SHEATHED WITH fOSB, TYVEK O - N 3 p OV u 110� 4 N AND YLAP m _ c SIDING � �� O N C M I - 4 :3L iU.I C N ,G L o w �+ O U Z 4� c -- - O CL OU O C OS C a) •- c - � Y O In Q a a _ a c N u E - ai amio N N p t O (o aL�41 �(uN°ro 41 �IV��a�> am -►-,m o° ® �.c_iNNE> O J . 0 c Q) - N ag p V L -> a)�L, (n L i N o a p _ u N L. a L U 6L L. ch c O � . Q)ry Q O O i 4 L �. U 0. Q U C > yam w COMPOSITE DECK DESIGNED _. a U O 3 'a l6 � U u N _ c BY STk CTURAL ENGINEER o �� L ,-( ! +-� y �u(u O w m O O •— � a U ani u (1) c ° (n L a a) L a C W a c O (n N _ ' m ID U 0 y (6 J +r0- L fa •U Q a) Z O 3 m a BEFOOTERS & STEMW LL WIT SLAB CK FARING DTSIGNED BY rc rn ; 2'2 (n o;.N DESIGNED -BY THE S RUCTURAL T E STRUCTURAL ENGINEER �pmp�o� zu._au 0 O rn - c H++ LO 0 v U •- ENGINEER OVER TREATED ANDOFFICE( L (n r+_c c COMPACTED APPROVED FILL o=5 .E c L c > 0 m_ ,0� ©.a M.a m c PLAN .# 2716 W Q W z O F M M z <C N O O W -1 O Z Lu LL i (A� r -I J (n = U a w W o o�c ce Q W U) M IL a U U)Lu o Q LL Z _I U H w Z d - W a M U w Q DATE 11/9/2017 SHEET: A-2 1 z O H I"— M M <C N O O W -1 O Z Lu LL i UJ r -I (n = U O 0- w W o�c ~ U) M W U U)Lu = LL 0 � a U w n d - a M DATE 11/9/2017 SHEET: A-2 1 GENERAL NOTESALL-THREAD N P F END ZONESS INTERIOR ZONES, SF 0-20 24.4 -32.0 NOTES -26.6 EPDXY NOTES 22.9 -28.8 a IL -25.3 50.100 21.6 -27;2 21.6 -24.0 100-200 20.8 1 -24.4 20,8 -22.9 uj 1, CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING L ALL -THREAD CONNECTORS TO BE 3/8 .DIAMETER BARS PLACED AT 4 O.C. IN ALL BEARING " c o U m 1. ANCHOR BOLTS REINFORCING STEEL THREADED RODS STAIR HANDRAILS AND OTHER � � > EDITION, ACI, NDS, APA AND ASCE?-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY m GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVEDBY THE ENGINEER. 2. E PLANS ARE DESIGNATED LEVEL 3 ALTERATIONS IN THE ALTERATIONS FOUND WITHIN THES LAS 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE � w COMPLIANCE WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE. COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE c O w ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: 3. MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE ALL DESIGN, CONSTRUCTION AND MATER L 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH 1NTERSE ,TION OF o Z Q CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. z L: w 4. CONDITIONS AT THE JOB SITE PRIOR TO CONTRACTOR SHALL VERIFY DIMENSIONS AND CO A. PLACE SHEARWALL RODS SPECIFIED ON PLANS ( ) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURERS SPECIFICATIONS Q COMMENCING CONSTRUCTION.Z B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN E Z O 0 C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. o O o 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR D. PLACE ALL OTHER RODS. ' a o THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 v OTHERWISE ON THE PLANS. 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EP XY` PSI AND TENSILE STRENGTH OF 2,300 PSI. w D co SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH o 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. SOIL NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 BS. �.. .PREPARATIONS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED DESIGN IS500PSF 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO r 2500SF SOIL CAPACITY. 6. MINIMUM EMBEDMENT OF SHALL BE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS � ..ASSUMING LAITANCE, DUST, DIRT, AND OIL. UJ 7. THE SCOPE OF WORK O F THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 6" - TYPICAL WALLS, MONOLITHIC FOOTING v� Q p EXCLUDES ANY AND ALL ARCHITECTURAL THE SCOPE OF WORK' SPECIFICALLYC 7" - EXTERIOR WALLS, STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE Z O WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. 8" - MASONRY WALLSco MANUFACTURER FURNISHING THE EPDXY MATERIALS AND SHALL HAVE NO LESS THAN FIVE YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS 8. R CLARfTY ONLY. VERIFY ALL EXISTING STRUCTUR ES ARE SHOWN ON FOR 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE HOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE w z° i .DRAWINGS ELEVATIONS AND TYPE OFCONSTRUCTION OF THOSE STRUCT RES,AND THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING HAL BE SUBMITTED T THEENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TOEXISTING/NEW NOTIFY ENGINEER. IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY DO THE WORK. INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. ; DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TO FIELD LIMITATION"'), IT IS SHEATHING NOTES ITEMS O TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH IT R OTHER 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ' ANY PERSONNEL DURING ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH P (1) ROW A 1/2" FOR WALL SHEATHING: Z ' CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE THE STUDS T THE TOP AND BOTTOM PLATES WITH 2 SPH. OF 10d NAILS. FASTEN H DS O E O O ( J "EMBEDMENT ACE 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN RESPONSIBILITY OF THE CONTRACTOR. T WITH WITHIN 6" OF DOUBLE STUD GROUP. ANCHOR BOL 6 7/16" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON, EDGE, 12- O.C. IN FIELD. 0 CONCRETE NOTES 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT 1S 2. 5/16" HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS AT 6" O.C. ON EDGE, 8" O.C. IN FIELD. FASTEN TO T, OP AND BOTTOM PLATES AT 4" O.C. �-- Q c,r) L 1 LATEST WITH ACI 3 8 E RK HALL BE IN CONFORMANCEM .ALL `REINFORCED CONCRETE WO S, ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE WASHER NUT. IN LIEU F THREADED RODS SEE SECTIONS BOTTOM 3 > _ "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE-, AND ACI 301, LATEST OF THE ROD WITH 3R SQ AN AND 5/S5O R STRAPPING ALTERNATIVES. FOR F ROOF THIN 00 SHEATHING: 0 VEDITION CV HZ EDITION, SPECIFICATIONS FOR STRUCTURAL CONCRETEH. MUST BE MINIMUM 24/16, AND NOT LESS THAN -"- ch CONVENTIONAL FRAMING NOTES2. 7/16" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ONkEDGE, 12' O.C. IN FIELD. .. Z W J W 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH W W CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE %" INCHES FOR STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD w _ _ FOUNDATIONS, AND %4" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. CONDITIONS, BLOCK PANELS AT 12" O.C. Cj) U 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR FLOOR DECKING: W co 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS W U 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. THAN 3/4" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 55 H VAPOR BARRIER AND TERMITE TREATED SOIL. 2. USE OF APA RATED _STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24 AND 0 I"" Q 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4)16d TOE -NAILS. MINIMUM 3/4' THICKNESS. (n J 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, "ORGANIC MATERIAL, � ~ o COHESIVE sobs OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95/0 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH 5 8d NAIL O INTO THE MASONRY NOTES _ Q PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE MODIFIEDO RAFTER AND 5 8d NAILS INTO THE TOP PLATE. FOOTING. 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING r` � 6 . FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH 5 8d NAILS INTO THE S S O RAFTER CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL AND (5) 8d NAILS INTO THE SLEEPER. MASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE. CEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN CONCRETE REINFORCEMENT M FORMS AND SECURED IN PLACE IN .ACCORDANCE WITH ACI 315 DETAILS AND DETAILING OF 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH 4 ltd NAILS. ( ) 2. _ CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE CONCRETE REINFORCEMENT". STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N -II 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) 8dX1-1/ ." NAILS. ,F 7. DIMENSIONS AND LOCATIONS OF ALL SLOTS PIPE SLEEVES ETC., CONTRACTOR SHALL: VERIFYD , , 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL TRADES BEFORE CONCRETE IS PLACED. AS REQUIRED FOR MECHANICALO 9. FASTEN RIDGE/VALLEY BEAM TO WAIL WITH 1 MSTA24 WITH 11 10d NAILS IN VALLEY ( ) BEAM, LL CONFORM NFORM TO ASTM C207. ALL MASONRY CEMENT CONFORM TO ASTM C150 TYPE L LIME SHA O (11) INTO STUDBELOW. SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED; %". FULL BEAD 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", AND HEAD JOINTS SHALL BE USED. WHICHEVER IS GREATER. HI 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF . " a o Ile,.COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. fc OF GROUT SHALL BE 3000 PSI MIN. THE _ ...� >. >. �. V 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". MAXIMUM AGGREGATE SIZE SHALL BE %" GRADED TO PRODUCE FINE GROUT IN CONFORMANCE u- B r 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; INTERSECTION OF SLEEPER AND EXISTING FRAMING. o 10.1. " CAST AND PERMANENTLY EXPOSED TO EARTH 3 FOR CONCRETE C S 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHERSLEEPER LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE m.. 10.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCING IN CELLS. I REINFORCEMENT. + ROOF RAFTER 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, CONSTRUCTION TO RESIST WIND, BACKFILLING, SCOMPACTION AND OTHER NATURAL AND ♦♦^) V J INC., SHOULD BE US ED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS -CAN NOT BE CONSTRUCTION FORCES OCCURRING DURING CONS - ACTION. THE BRACING SHALL REMAIN IN FOUNDATION NDATION PLAN CONTACT THE ENGINEER OF RECORD. DETERMINED FROM OU , RIDGE BEAM TE ,. ° .. PLACE UNTIL THE STRUCTURE IS COMPLETE. w I- 1 2 TEM WALL TO BE A MAXIMUM OF SIX 6 COURSES TALL. CONTACT ENGINEER OF RECORD IF S O 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND STEM WALL WILL EXCEED SIX( 6) COURSES IN HEIGHT. - -- - - - - _ - - - - - CEILING JOIST SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM 0 A82, SPACED AT 16" O.C. VERTICAL MAX. I Z 13. 1 " INTO STEM WALLS THE TOP TWO COURSES OF WHERE THREADED RODS ARE EMBEDDED 2 O STEM WALL MUST BE FILLED. - - - ' - OVER FRAME RAFTERS 8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT; PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM `<DEBRIS, CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, LOOSE AGGREGATES AND ANY - � FRAMING NOTES 2 2x4 -SYP COLUMN FOR M SUPPORT, FASTENED O R RIDGE/VALLEY BEA SUP O S MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL TOGETHER WITH 1 ROW OF 8d NAILS AT 12" O.C. FASTEN RAFTER TO ( ) STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. 1. NTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING DESIGN OF WOOD COMPONENTS COLUMN' WITH 18 GA STRAP WITH 9 8d NAILS IN RAFTER,' 9 8d NAILS IN O O L EDITION AND THE NATIONAL DESIGN N SPECIFICATION FOR WOOD CODE, RESIDENTIAL COLUMN. FASTEN CO T P PLATE R HEADER WITH 18 GA STRAP COUCOLUMN TO LA O 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS. BEEN CONSTRUCTION. WITH 9) 8d NAILS IN COLUMN, 9 8d NAILS IN TOP PLATE/HEADER. INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY Z UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. w a LOAD TALE COMPONENT AND CLADDING COMPO EN A 10. CASTCRETE PRECAST LINTELS TO BE USED OVERALL OPENINGS, UNO. SEE, PLAN FOR SIZE AND 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE. SIMPSON. ALTERNATE CONNECTORS ARE REINFORCEMENT. ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED.' CONTACT ENGINEER p ROOF: DESIGN PRESSURE5 E NOT APPARENT. OF RECORD IF EQUAL CAPACITIES ARE LIVE LOAD. 20 0 PSF 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE DEAD LOAD: 7.0 PSF TREATED. CEILING: 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. LIVE LOAD: 10.0 PSF LIVE LOAD -STORAGE: 30.0 PSF 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. DEAD LOAD: 5.0 PSF 7. DIMENSION LUMBER FLOOR: 7.1 ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS LIVE LOAD: 40.0 PSF 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. DEAD LOAD: 10.0 PSF ORTI G MEMBERS SHALL BE FRAMED WITH DECK LIVE LOAD: 50.0 PSF EFFECTIVE AREA, SF N P F END ZONESS INTERIOR ZONES, SF 0-20 24.4 -32.0 24.4 -26.6 20=50 22.9 -28.8 22.9 -25.3 50.100 21.6 -27;2 21.6 -24.0 100-200 20.8 1 -24.4 20,8 -22.9 I.J. ALL BEAMS AND JOISTS NOT BEARING ON SUPP N SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF ♦� cLa _ IS RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND WIND LOADS: V (� N LENGTH PER THE DETAILS. WIND SPEED: 130 MPH M EXPOSURE: C cca w? f3 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED IMPORTANCE: 1.0 a��i " m � BELOW: BUILDING CATEGORY: II Q inm� ENCLOSED BUILDING: CR INTERIOR PRESSURE o C r 8d=0.131"x 2-1/2 1Od = 0.148" x 3" COEFFICIENT: 0.18 N � ai O U v � r O O I!, H _ H ROOF PITCH: 3:12 c� 0)W 12d=0.148 x3114 U -� 16d = 0.162" x 3-1/2" 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN �� (W NF j AND/OR THE FOOTING DETAILS SHEET..00 10. CONVENTIONAL FRAMING LUMBER IS 2x N0.2 SYP UNLESS NOTED OTHERWISE. O •.t • 2m 53 AT OF 00 00 OFFICE COPY '' F SheetN REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH 3 SEE PERMITS FOR ADDITIONAL 0 Q1 f REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: 1 OF 6 C3 N U*) c rnti uj ai c o U m v -a 00 u, U. I.J. ALL BEAMS AND JOISTS NOT BEARING ON SUPP N SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF ♦� cLa _ IS RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND WIND LOADS: V (� N LENGTH PER THE DETAILS. WIND SPEED: 130 MPH M EXPOSURE: C cca w? f3 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED IMPORTANCE: 1.0 a��i " m � BELOW: BUILDING CATEGORY: II Q inm� ENCLOSED BUILDING: CR INTERIOR PRESSURE o C r 8d=0.131"x 2-1/2 1Od = 0.148" x 3" COEFFICIENT: 0.18 N � ai O U v � r O O I!, H _ H ROOF PITCH: 3:12 c� 0)W 12d=0.148 x3114 U -� 16d = 0.162" x 3-1/2" 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN �� (W NF j AND/OR THE FOOTING DETAILS SHEET..00 10. CONVENTIONAL FRAMING LUMBER IS 2x N0.2 SYP UNLESS NOTED OTHERWISE. O •.t • 2m 53 AT OF 00 00 OFFICE COPY '' F SheetN REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH 3 SEE PERMITS FOR ADDITIONAL 0 Q1 f REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: 1 OF 6 12'-9" 4'-2" 10 0114'-743' 14'-82" r------ --------- -- -----� r , -� -------------- ---- f- * -- ' ' I—`------------—-=��=-- I 1 L J - II I b CONTINUOUS BOND BEAM WITH 2500 PSI co CONCRETE AND (1) #5 BAR FIBER REINFORCEDCONCRETE SLAB, 4" i I I r -1T THICK UNLESS NOTED OTHERWISE ON L c PLAN. ° 1 L 11 I L _I_ J 80X16" CMU STEMWALL, MAX 6 COURSES. i i ! = VERTICAL REINFORCEMENT TO BE #5 DEFORMED BARS AT 48" O.C. FILL CELLS WITH 3000 psi CONCRETE. I riv i I I . ONE STORY: d=8", b=1$', (2) #4 BARS TWO STORY: d=10", b=20", (3) #4 BARS °'—� E 1 - THREE STORY: d=12", b=24", (2) #5 BARS 4 — _— VERTICAL REINFORCEMENT TO HAVE 9" ' i I S1.01 BEND AT BOTTOM AND BE EMBEDDED 4„ 1 I I I I i I --- a —_ INTO TOP COURSE. I I i X-102-1- FOOTING TO BEAR ON FIRM (1I I r ------ - ----- - - --- I UNDISTURBED SOIL. �L S1.01 I i _ , L J L`� TYPICAL STEMWALL DETAIL �; gig i I II N �I L g fi J I� I o) + 01 ¢ 1 3 I� 51.01 GARAGE FILL WALL. SEE i i i g DETAILS. - - - - - - - - - ; ! 8"x CMU BLOCK WITH (1)#5 `L---- ----- -- g----------�-------- --- f CONTINUOUS. �_ �_ I --------_-- - _-------------- - - ---- --- _ --- - I { EXISTING CONCRETE SLAB. g r: I ? 20'-92" I C n�i - I T1 I� I !� I j� (( i�• 12" #5 REINFORCEMENT BARS °{, ; ( AT 24" O,C. MAX. 6" EMBEDMENT i l V > ce) � I EXISTING FOOTING I I I ECTION AT EXISTING i.r.. 6 1 I( 1i VERIFYOR INSTALL. r -I I ! I( �g " ! I ! I I 8 THICktNED EDGE WITH (1)#4 i I i 10'-43" ! ! 12"#5 REINFORCEMENT BARS i ( 2 4 AT 48" O.C. MAX i g _ I EXISTING FOUNDATION E j 711I r V-01 I i-- I —Cbc,4- I C I N I E \ B J I CUT EXISTING SLAB I i, i l #5 REINFORCEMENT, DRILLED r -s- 1 1 ; FOR NEW FOOTING. AND EPDXIED USING SIMPSON I -_( I 1 I SET ADHESIVE. VERIFY OR INSTALL. Iii E CT I C N 1. N t'L CM - 34 1" 6 Ii III CONCRETE 1 I ! I ' P i( OVER OURji 4'-82i 4 51.01co ;( G I!X- i I8. ' 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED 101-8" SUBBASE AND FOOTING/SLAB f7VOUNDATION PLAN ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X'= 16" WITH (3) #4 THRE-STORY: X= 20" WITH (3) #5 p p [� c A 8"x8"THICKENED EDGE WITH INTERIOR BEARING FOOTING (1) #4 CONTINUOUS (g 7 24"x24"x12" DEEP FOOTING WITH (3) #5 BARS EACH WAY OFFICE COPY 2 of 6 0 Q C7 m U' rn W w r; o Q, z m z 0 U a � U wo o w co o w LLJ , r co z p D c z z _0 V > N z 0 c' M ., z W W UL W m F_ W U_ cc �z a F_ Il%-_ M n N .off CLL �(J Y mC9 >O� m e' - 3w mU aC7 m. - o` u ¢ o z J m z 0 Q z 0 LLUCD C 04 M (N�0 c; �* a cai C � ca ` 0 o U LL2 LL U C9 U M N m" C 3 LL N - m Q ID 0 < 0)w N N o, v c C) O kv) � rn WAYNF �C) �JG`G •.2rn 9 8 -� • _ j S F ` /I PYtii' Sheet No. S101 2 of 6 o � a FRAMING NOTES AND LEGEND ca 0 TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. C', w 1 5 STUD MATERIAL: 2x No. 2 SPF, UNO. ` 4 w SW -10/53.02 S3.01 3 S3.01 o c V-01HEADERS:' Q SW - IO/S3.02 A B ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, � � __ -___ul __ ___�� _____ ______ _____ __�- UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148- f -------- 0.148 f-------- �-- -- ----------- �-------- ------ --- l l; L 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO g (3) 2X12 4� r Ir e ; E Z O (2) 2X12 2:2 Ill ! 2 Fa G MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE Z Q U THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. -a a_ O E i t i ' � S3.01 (2) 2X8 2:1 ; ; ;i: JO �s HEADER NOTATION IS: tV O (2) 2X12 Q w \ E. R ik N. = N ====1_,_.. ___-__ ___- _ _ COco NUMBER OF PLIES IN HEADER (2) 2X10 2:1 B i l`___ =-_=__ ii` _ _ NUMBER OF KING STUDS ! t F03___- =__ iE 5 -s^ (2),2x6,2:1 (2) 1.75"X11.25 LVL=__--_=___ NUMBER OF CRIPPLE STUDS w SIZE OF DIMENSIONAL LUMBER Q Y 5 12 0 --- _=__ --- a S3.01 SIM. 53A2 0 SHEAR WALLS: ; o ALL WALLS ACT` AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE w z ------ i i TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC (2) 1.75'X11.25 LVL i THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, s H r i ARE NOTED ON THE PLAN. 1 E i r__ '_ (n O A 53.01 x i U --- i ---- i it! --------------------- i --------------------- - - -; SW -#�S# SHEARWALL LOCATION Z =_ i I, SEE DETAILS FOR FASTENERS ----_ r' 3 (2) 2X6 2:1 SHEET NUMBER M d (2) 2X$ 2:1 I iii o ``o\ i G j DETAIL NUMBER V N S3:01 (2) 2X8 2:1 i LL z O M t i r -� o - _ _ i SHEAR WALL DESIGNATION F- u- z W L c ti 2 2X6 2:1 3 L - ------ ----- �, -- - I --- W O m IN PORCH/GLULAM BEAM U �01 aW 3 (2) 2X6 2:1 (2) 2 �12 2:2 <- I C e �/ W m HIGH UPLIFT DESIGNATION. �-- W S3.01 j Afix 6 (2) 2X8 :1 i , I ! o - - - a # d (� D CD A p (' S3.01 e w'co ! „ = LLL...VVVV Z (2) 2X8 2:1 �; i i FL01 ; i ,_ ,'` ST_# DETAIL NUMBER M Q (2) 2X8 i `, X SHEET NUMBER _ Q A F F C F F 5 ,-' ; � TRUSS/BEAM LABEL 6 53.01 I ! I S3.01 SIM. ,' UPLIFT CONNECTION S3.01 - - - - - - - - - - - - z (' i ! M INTERIOR BEARING WALL i r i v , i. 1 -STORY THREADED ROD ,'111 ROOF FRAMED WITH: ' i 2X6 ROOF RAFTERS AT 16" O.C. t LAI 2 -STORY THREADED ROD T �': i „ ; ' • (2) 2X10 RIDGE BEAMS. - - - - - - - i cb 2X8 SLEEPERS INDICATES GLAZING CLASSIFIED A N c a " I'} AS DZONE. 3w r / • 2X10 LEDGERS /(2 -_- EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF a.,_�__ STRUCTURE WILL BE CLASSIFIED AS INTERIOR ;SEE CONVENTIONAL `FRAMING NOTES „X8 2:1 ---- ZONE. SEE COMPONENT AND CLADDING DESIGN FOR FASTENING SPECIFICATIONS. 1 ! A i ; ' PRESSURES," ON COVER SHEET. Y 0 j C E i GABLE BRACING LOCATION. SLEEPER I� RIDGE BEAM F j A �. FASTEN WITH y't5 C -IT HHUS210-4 D i '' VERIFY ORFLACE STUD GR J J ! OUP UNDER BEAM BEARING. NUMBER OF „� EXISTING BEAM TO REMAIN _ -z' — - - - OVER FRAME RAFTERS A STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO (4) 2X12 f� �` O W --------------- ---------- -------- ; STUD GROUP WITH 2 MSTA24. FASTEN STUD GROUP TO FOOTING ---i BEAM � S�------------------------------------- g ---=-----= ____-- �' , ( ) RAISED w g ,, WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS V G , , (2) 2X6 2:1 j O 0 , , WITHIN 12 OF BEARING, NO LTT20B IS REQUIRED. FASTEN EXISTING BEAM TO LVL f 3 W Z n nFACE-MOUNT PLA CE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST J .� (2) 1.75-X14- LVL WITH HANGER. WITH (2) MSTA24. FASTEN POST TO FOOTING WITHABU66. USE 10d / �(; 40 CONTRACTOR TO VERIFY SIZE + i OF EXISTING BEAM PRIOR TO NAILS IN ALL HOLES. W 0 ORDERING HANGER. 2x10 NO.2 SYP LEDGER Z FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) `1/4"X4" WOOD ! SCREWS �- o E ' ! i • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD V ) E r' SCREWS AT 16" O.C. 1.L W FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING D i ` / i ` u J WITH 10d NAILS AT 3" O.C. LL ! 9 w\ Lj D S302 r ? SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16 OSB v w � E i ti E FASTENED WITH " c C-41 ca i r i 4 E ED IT 8d COMMON NAILS AT 6 O.C. ON EDGE, 12 O.C. IN Q, ti I --------------------------------------- p i O FIELD. d� _---------- ; -----r fi-----'---------------------------- = a U FASTEN RIDGE BEAMS TO LEDGER WITH HU210-2 / HUC210-2. USE i i ' ! R a I It i F 10d NAILS IN ALL HOLES. oo p I I ! O o as i (2) 2X6 2:1 I -------------------I----- , :i-----�-----------------------i V — y ! ,f ji 9 v U N S3..02 J -. _ -_ i i 7 i 1 - o f- 3 ------------------------------------- i ! , r M .� L-------------------'----------� C N o Y N f O m L---------------- -----------'- ---= ------1------- 9 S3.02 �( wAYNF o 000 -c ••• 932 ; 70 * • • * _- t S E ECOND LEVEL FL TR LAYOUT AFF IRST LEVEL WALL PLAN000, 00, � E FLOOR USS LA OU ,,, Sheet No. _ 2 S 1 0 OFFICE COP' 3 OF 6 _ ECOND LEVEL WALL PLAN ` f No.1 TRUSS/BEAM LABEL 0 - • 10 N 16" 24" 2x6 U1 B06 4.5/'12`, FRAMING NOTES AND LEGEND 0 - - m 16'-2" 17'-1" 13'-11" , A04 -s9 u 18'-11" 4.5/12 TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. ri00o STUD MATERIAL 2x Na 2 SPF, LINO. it � o 2x12 M W – J02 � 19'-6" _ ECOND LEVEL WALL PLAN HEADERS:F.- ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X m 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z O v THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. ,mom a O i2 u- HEADER NOTATION IS: c) o NUMBER OF PLIES IN HEADER – NUMBER OF KING STUDS (2),2x6,2:1_ N NUMBER OF CRIPPLE STUDS w r v SIZE OF DIMENSIONAL LUMBER a Z 0 SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE z TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. ------------------------------------------------ SW -#fS# SHEARWALL LOCATION Z SEE DETAILS FOR FASTENERS 0 I _ SHEET NUMBERU > N DETAIL NUMBER z 0 M SHEAR WALL DESIGNATION Z W H W W LL PORCH/GLULAM BEAM U w m # HIGH UPLIFT DESIGNATION. �— W�/ U ST-# DETAIL NUMBER �"' co Z 0 X SHEET NUMBER _ r ` f No.1 TRUSS/BEAM LABEL SPACING • 10 N 16" 24" 2x6 U1 B06 4.5/'12`, S3.02U1 0 0 - - 18'-6" 16'-2" 17'-1" 13'-11" , A04 -s9 u 18'-11" 20'-3" 16'-6" 2x12 M Ltj J02 � 19'-6" L r fr i rLUS26 J03 • SEE SPAN TABLE ON THIS PAGE FOR RAFTER 1 -STORY THREADED ROD r�US26�ti Q ! tit I I SIZES AND SPACING. Q J04 I — I cv) ' NOMINAL SIZE LARGER THAN THE RAFTERS, r— __I i ----------- ., S26 t 04 i ' v --- ---------jam\ iO • SLEEPERS ARE ONE NOMINAL SIZE LARGER@� � 'L co �. THAN SUPPORTED RAFTERS. ! 3 w US26 • 2X LEDGERS, SAME SIZE AS ATTACHED RAFTER. `~ : ' EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF o` I ¢ L a LO STRUCTURE WILL BE CLASSIFIED AS INTERIOR Fr--- --.---.---_-- SEE CONVENTIONAL FRAMING NOTES FOR '` _ r' ZONE. SEE "COMPONENT AND CLADDING DESIGN i FASTENING SPECIFICATIONS: --- PRESSURES," ON COVER SHEET. US26 i J ; GABLE BRACING LOCATION. - - - - - - - - - - -- r11US26 f i I N it I � �L- L 1 rLUS26 r J04 ; F VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF ^ \ Sts i O STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO ' STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING > LL ' WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS I 3 WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. LL J02 I u I PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST 0 r i t L US2 i O WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. 0 O .s s I a �t 04 ~ 2x10 NO.2 SYP LEDGER $ 10 s O • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3)1/4"X4" WOOD Q HEADERS:F.- ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X m 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z O v THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. ,mom a O i2 u- HEADER NOTATION IS: c) o NUMBER OF PLIES IN HEADER – NUMBER OF KING STUDS (2),2x6,2:1_ N NUMBER OF CRIPPLE STUDS w r v SIZE OF DIMENSIONAL LUMBER a Z 0 SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE z TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. ------------------------------------------------ SW -#fS# SHEARWALL LOCATION Z SEE DETAILS FOR FASTENERS 0 I _ SHEET NUMBERU > N DETAIL NUMBER z 0 M SHEAR WALL DESIGNATION Z W H W W LL PORCH/GLULAM BEAM U w m # HIGH UPLIFT DESIGNATION. �— W�/ U ST-# DETAIL NUMBER �"' co Z 0 X SHEET NUMBER _ r ------------ .____-_—__—_—___--V------------------- ------------' I E 1 i L --------------------.---L------------.-----_ ---'' OOF TRUSS LAYOUT CONVENTIONAL FRAMING - ROOF ` f No.1 TRUSS/BEAM LABEL SPACING 16" 24" 16" 24" 2x6 U1 B06 4.5/'12`, 12'-3" 13'-5" UPLIFT CONNECTION 2x8 18'-6" 16'-2" 17'-1" 13'-11" 2x10 23"-2" 18'-11" 20'-3" 16'-6" 2x12 M 22'-6" 23'-10" 19'-6" INTERIOR BEARING WALL ROOF OVER FRAMING: • SEE SPAN TABLE ON THIS PAGE FOR RAFTER 1 -STORY THREADED ROD SIZES AND SPACING. • COMMON AND HIP RIDGE BEAMS ARE ONE ' ' NOMINAL SIZE LARGER THAN THE RAFTERS, ® 2 -STORY THREADED ROD ., UNLESS NOTED OTHERWISE. N • SLEEPERS ARE ONE NOMINAL SIZE LARGER@� � co �. THAN SUPPORTED RAFTERS. INDICATES GLAZING CLASSIFIED AS END ZONE. 3 w • 2X LEDGERS, SAME SIZE AS ATTACHED RAFTER. `~ : ' EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF o` ¢ a STRUCTURE WILL BE CLASSIFIED AS INTERIOR SEE CONVENTIONAL FRAMING NOTES FOR '` _ r' ZONE. SEE "COMPONENT AND CLADDING DESIGN FASTENING SPECIFICATIONS: ; PRESSURES," ON COVER SHEET. i J ; GABLE BRACING LOCATION. ------------------------------------------------------------ ----=------=------------------------------------------------------------------ =--------- J VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF O STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO ' STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING > LL ' WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS I 3 WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. LL PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST 0 E \\ O WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. 0 O `f 2x10 NO.2 SYP LEDGER ' $ O • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3)1/4"X4" WOOD Q SCREWS ' ! ` • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD W Z SCREWS AT 16" O.C. vJ FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING WITH 10d NAILS AT 3" O.C. , SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16" OSB FASTENED WITH 8d COMMON NAILS AT 6" O.C. ON EDGE, 12" O.C. IN (3 a Go N Nu co w Fl - i FIELD. v> i, FASTEN RIDGE BEAMS TO LEDGER WITH HU210-2 / HUC210-2. USE c 5 wQ a w 10d NAILS IN ALL HOLES. co : – '----------L---- -----L---------------------- --------- LL U_ a) 1 i N ------------ .____-_—__—_—___--V------------------- ------------' I E 1 i L --------------------.---L------------.-----_ ---'' OOF TRUSS LAYOUT CONVENTIONAL FRAMING - ROOF MAX ROOF SPANS WITH 20 PSF LIVE LOAD, 10 PSF DEAD LOAD, AND 1.25 DURATION FACTOR GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x6 14'-1" 12'-3" 13'-5" 11'-0" 2x8 18'-6" 16'-2" 17'-1" 13'-11" 2x10 23"-2" 18'-11" 20'-3" 16'-6" 2x12 26'-0" 22'-6" 23'-10" 19'-6" C � <L 0 2 o Q W m o < @ N N CD 0 4 0) A,. , ••••per •, 0 f 0�• N 5 2 ; 70 __*• O.o• �0 IRS - F .. Sheet No. 2 S . 2 Q OFFICECOPY 4 OF 6 D C7 EL a. 0 m � 7/16" OSB ROOF DECK FASTENED TO FRAMING rn w WITH 8d RING SHANKS AT 6" O.C. ON EDGE 7/16" OSB ROOF DECK FASTENED TO q w AND 12 O.C. IN FIELD.FRAMING WITH 8d RIN SHANKS AT 6" O.C. s f o Oi ! SPH WITH (10) 8d AT 24" O.C. IN N EDGE AND 12" O.C. INFIELD. I; HEADER, MINIMUM (2) PER HEADER " zd z EDGE OF ALL THREAD WASHER I ® w NEE— — TRUSS TO TOP PLATE WITH SDWC15600 OR MUST BE WITHIN 3" OF THE E p H2.5A FOR TRUSSES UP TO 600 LBS. UPLIFT. _`'' TR T TOP PLATE CONNECTION: H2.5A ! HEADER KING STUD, TYP BOTH ' z v USE 2 SDWC15600 OR 2 H2.5A WITH 10 8d USS O O + SIDES OF OPENING. i ° .Q o w O O ( ) WITH (10) 8d NAILS FO UPLIFTS LESS .. ° O NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS ! v o EACH FOR UPLIFTS LESS THAN 1200 LBS. l I ! ! uio HEADERS OVER 6'-0" LONG: I D ' (2) 2x6 NO.2 SYP TOP LATE FASTENED ! INSTALL SPH AT 24" O.C. FROM (2) 2x6 NO.2 SYP TOP PLATE FASTENED WITH l " STAGGERED. WITH (2) ROWS 10d AT 16" O.C. � TOP PLATE TO HEADER. � N0.2 SYP HEADER, TYP. SEE (2) ROWS 10d AT 16 O.C. S G STAGGERED. MINIMUM 24" LAP WITH 12 € j PLANS FOR SIZE, PLIES, AND MINIMUM 24" LAP WITH (12) tOd IN LAP. ( ) 10d IN LAP. � � � i ' j NUMBER OF KINGS AND CRIPPLES. I NO.2 SYP HEADER, TYP. SEE i w PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND ! i o i i CRIPPLES TO HEADER WITH z CRIPPLES. ! MSTA18 WITH g FASTEN 7/16„ OSB W/ 8d c@ 6 O.C. ON EDGES, f (6)10d 1N HEADER, (8) 12” O.C. IN FIELD. ! ! 10d IN CRIPPLE w z° s 2X6 SPF STUDS AT 16" O.C. FASTEN TOP AND BOTTOM OF STUDS TO I C. TOP PLATE WITH SIM SON SPH AT 32" O.C. I KING STUDS & CRIPPLES: (6)16d i 2X6 No.2 SYP BOTTOM PLATE FASTENED TO " " ! ? (n FASTEN 7/16 OSB W/ @ 6 O.C. ON � � BETWEEN ADJACENT KING STUDS 2X6 No.2 SYP BAND BOARD WITH 10d NAILS AT & EDGES, 12" O.C. IN FIELD. � AND CRIPPLES. I KING STUDS CRIPPLES: (6)16d z 12" O. C. BETWEEN AND CENT KING STUDS RIPPLES.O 2x6 SPF STUDS AT 16" O.C. 3/4" PLYWOOD FLOOR DECKING FASTENED TO TRUSSES WITH 8d NAILS AT 6" O.C. ON EDGE, ! V > 04 12" O.C. IN FIELD. 2x6 NO.2 SYP PT BOTTOM PLATE. FASTENI PLACE 1/2" ANCHOR BOLTS PER Z O M TO BEAM BELOW WIT 16d NAILS AT 6"O.C. ! THE TYPICAL WALL SECTION. j) � ! r W � 3/4" PLYWOOD FLOOR DECKING FASTENED i ! ! i I W W - TO TRUSSES WITH 8d 14AILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 1 } ALL CRIPPLES AND KINGS TOO to Q p BOTTOM PLATE WITH WITH W � W FLOOR TRUSS SYSTEM BY OTHERS. FLOOR TRUSSES BY OTHERS. ( SDWC15450. W I%- in fitI ! U M z SECOND FLOOR TO FLOOR GIRDER MSTA24 AT 32" O.C. WITH (26)10d NAILS. SUPPORT BEAM. ASS 'OWN ON FRAMING � D ZN _ <C PLANS. b o - ! BOTTOM PLATE TO TRUSS/GIRDER t- (2) 2x6 N0.2 SYP TOP PLATE FASTENED WITH FLOOR TRUSS SYSTEM BY OR BEAM BELOW WITH SDS25312 (2) ROWS 10d AT 16" O.C. STAGGERED. I a a. j OTHERS. AT 12" O.C. OR (2) SDS25312 AT �. MINIMUM 24" LAP WITH (12)10d IN LAP. ! f__. --! ' ; , 3�'— ! i --, i € _--__ I EACH TRUSS INTERSECTION. [i FLOOR GIRDER OR LV BEAM. ! I ; i f�- _ —, i ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES FOR INSTALLATION SPECIFICATIONS SPACING AND EMBEDMENT. WALL SECTION ON IRDER TYPICAL HEADER FRAMING DETAIL _ S TYPICAL HEADER DETAIL 3/4" = 1'-0" 3/4"= 1'-0" 3/4" 1'-0"C 11 " FASTEN 7/16 OSB W/ 8d @ 6 O.C. ON EDGES, _ cw Y� �� 12" O.C. IN FIELD. NOTES w c9 2C9 m 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL o ¢ o CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. \t i 2X6 SPF STUDS AT 16" O.C. ! r ♦♦ ^^ VJ SEE PLAN AND TABLE BELOW FOR TRUSS TO STUD GROUP FASTENING. I 2X NO. SYP PT BOTTOM PLATE. APPLY 1/2„ I __ 6 _ — -- k j FOR ALL UPLIFT CASES, INSTALL 2X W ANCHOR BOLTS AT EACH SIDE OF BOTTOM SYP STUD GROUP UNDER TRUSS AS PLATE SPLICES. .. �' I i INDICATED ON FRAMING PLAN: 0 ' � 4 ! .. j EXISTING TOP PLATE TO I i NUMBER OF STUDS TO EQUAL THE v ° ° REMAIN. i I rn EXISTING TOP PLATE AND NUMBER PLIES IN THE TRUSS WITH I ( WALL FRAMING. MINIMUM OF TWO (2). FASTEN STUDS V KING STUDS TO TOP 1 �) L 4-- i I TO EACH OTHER WITH 12d COMMONS AND BOTTOM PLATE I w ! i � ! � { i WITH SSP. i i i ! i� _ AT 8" O.C. =! I —I --� �' I TOP PLATE TO HEADER: I I i I iy � . � _ ! � SSP AT 16 O.C. s f � EXISTING HEADER SEE FOUNDATION PLAN FOR FOOTING ' I i I � i � � I � I FOR U1, ALL -THREAD INSTALLED SUCH { — Pyi- SPECIFICATIONS. I + NEW HEADER. SEE PLAN FOR SIZE, KINGS AND THAT EDGE OF WASHER IS NO MORE CRIPPLES. ; I I 4 THAN 3 FROM STUD GROUP. WASHER i FILL OPENINGS WITH 2X4 $'$ IS 3" SQ. CRIPPLES TO HEADER: + ! " 3 I ! i I NO.2 SPF STUDS AT 16 O.C. MSTA18 WITH (6)10d IN I s , ! i } FASTEN TO j } HEADER, (8)10d IN I I 1 HEADER/FRAMING ABOVE CRIPPLE AND BOTTOM PLATE BELOW 1 co c� - i c cN c'no TYPICAL TWO-STORY SECTION , i WITH (4, 10d TOE NAILS. ' ! uliv - I f i c (L 5 �a i i , ! WHERE DOORS/WINDOWS ! b U _q u.' ' i EXIST, USE 2X4 BUCK. f ( ! k FASTEN EACH END WITH 4 10d TOE -NAILS. ] N O CV FOOTING BELOW. I i1 i i v �w { E 2X4 PT NO.2 SYP BOTTOM U 1 U2 U3 Q m I PLATE. FASTEN TO EXISTING ! ti '2 OD SLAB WITH 1/4" TAPCONS AT o vi o r E 2x4 LATERAL AND DIAGONAL TRUSS BRACING AT 24" O.C.. FASTEN EACH i " I ' 1/2 X6 TITEN HD } END WITH (3)10d TOE -NAILS. i SCREWS NO FURTHER -- THAN 3 AWAY FROMSel f p o CRIPPLE STUDS. ! EXISTING CONCRETE SLAB. j p D. v f a - a � a I v E FLOOR TRUSS SYSTEM BY OTHERS. I � v s � EXISTING FOOTING TO ONNECTION SCHEDULE UPLIFT UPLIFT NAILING DESIGNATION RANGE CONNECTOR PATTERN (LBS) Opt 'G�t. •• 2 (10d COMMONS) U1 1200-1450 HTS20 20 U2 1450-2900 (2) HTS20 20 IN EACH STRAP U3 2900-3965 MGT 22 REMAINf'�� II —� NOTES s � f -- ---III1 I �-I I SEE WALL SECTION FOR DETAILS. " j —i ! i_ i i !_i i i� i i ii i ,� 1. USE 5/8 ALL -THREAD FOR MGT CONNECTION TO SLAB. EMBED ALL -THREAD 12" INTO FOOTING. Sheet No. _ 2.` USE (2) 3/4" ALL -THREAD FOR HGT CONNECTION TO SLAB. EMBED ALL -THREAD 12" INTO FOOTING. TRUSS BRACING AT WALL TYPICAL HEADER FRAIV ING DETAIL WALL FILL DETAIL IGH UPLIFT CONNECTION .ATC S3m01 1/2"= 1'-0" D3/4" =10-041 R OFFICE COPY 5 of 6 N C Y C4 � U \../ M 7 CD 74 Opt 'G�t. •• 2 C7 : 93 _ REMAINf'�� II —� NOTES s � f -- ---III1 I �-I I SEE WALL SECTION FOR DETAILS. " j —i ! i_ i i !_i i i� i i ii i ,� 1. USE 5/8 ALL -THREAD FOR MGT CONNECTION TO SLAB. EMBED ALL -THREAD 12" INTO FOOTING. Sheet No. _ 2.` USE (2) 3/4" ALL -THREAD FOR HGT CONNECTION TO SLAB. EMBED ALL -THREAD 12" INTO FOOTING. TRUSS BRACING AT WALL TYPICAL HEADER FRAIV ING DETAIL WALL FILL DETAIL IGH UPLIFT CONNECTION .ATC S3m01 1/2"= 1'-0" D3/4" =10-041 R OFFICE COPY 5 of 6 EXISTING PORCH SLAB TO REMAIN. i SHOWN OVER 2) TRUSSES. i=I I ;-L ! I -- f SIE III ,=I �-1 E I__111T 1 ` 11-TTT ' I BRACE FASTENS TO FOUR TRUSSES. APPLY ' BRACE AS CLOSE TO 45" AS POSSIBLE. PORCH FILL IN DETAIL 9 3/4" V-0" ERMANENT TRUSS BRACING a EL 7/16" OSB FASTENED TO FRAMING W/ 8d AT 4" O.C. ON EDGE, 8" O.C. IN FIELD. Q � BLOCK SHEETING EDGES WITHIN 4" OF GABLE END. 2x4 SYP OUTRIGGER AT 24" O.C. CLIP TO BALLOON FRAMED TOP PLATE W/ SIMPSON H2.5 W/ (8) 8d m COMMONS. W c — BLOCK BETWEEN OUTLOOKERS. GABLE TRUSS TOP CHORD .— EXISTING PORCH BEAM SERVES AS o 2x4 No.2 SYP X -BRACE. SEE PLAN FOR LOCATIONS. NEW HEADER OVER OPENINGS. ; z EXTEND BACK 8' FROM GABLE. ATTACH TO GABLE w AND TRUSS VERTICALS W/ (3)16d. WHERE TRUSS a z o g i 0 a VERTICALS DONT EXIST, APPLY 2X4 No.2 SYP U 0 VERTICALS WITH (3) 16d COMMONS AT EACH w INTERSECTION OF PROPOSED VERTICAL AND U WINDOW BUCK FASTENED AT EACH EXISTING TRUSS MEMBER. END WITH (4)10d TOE -NAILS. r., L -BRACE AS SPECIFIED BY TRUSS MANUFACTURER. S W Q 2x4x8' SYP LATERAL BRACE AT 48". APPLY (2) 16d SEE 2/S3.01 FOR WALL DETAILS. rn z o THROUGH DIAGONAL BRACE INTO EACH CEILING O vi JOIST. w FASTEN LATERAL BRACE TO GABLE BOTTOM CHORD �- EXISTING STUDS/COLUMN t WITH (2)SIMPSON H2.5 WITH (8) 8d. z GABLE TRUSS TO WALL WITH SIMPSON MSTA12 WITH O 3/4" PLYWOOD FLOOR DECKING FASTENED (10)10d AT 48" O.C. U > N TO TRUSSES WITH 8d NAILS AT 6" O.C. ON N M zw u. EDGE, 12" O.C. IN FIELD. GABLE RAC I N V D ET/`1� L T�� V = W � LJJ m 1-" W V Z FLOOR TRUSSES BY OTHERS. FILL OPENINGS WITH 2X4 NO.2 SPF Q 1 O ir. STUDS AT 16" O.C. FASTEN TO M PORCH BEAM ABOVE AND BOTTOM PLATE BELOW WITH (4) 10d O N 2 T SECOND FLOOR TO BEAM BELOW WITH: TOE -NAILS. I -D QC7 , o MSTA36 AT 32" O.C. WITH 10d NAILS. Q a J SUPPORT BEAM AS SHOWN ON FRAMING Q I- W_ PLANS. 0 7/16" OSB. SEE TYPICAL WALL SECTIONS FOR Z FASTENING. LL SEE PLAN FOR BEAM SIZE AND NUMBER OF C OD N (N coo c 0 n V �k' C w Q a. U rn C v v O U .2 0 LL LL U PLIES. 1.00 0 V m CLL s U m .D Q m O ti 'p-0 V_ A C 00 N O N N Y Ocl, 7 a, TRUSS COMPRESSION WEB TO BE BRACED. SEE ,( WAYNF ��C • '(I F►Cq .•'• moo.• _*j N 3 i ��- _ TRUSS ENGINEERING BY OTHERS FOR LATERAL _ 2X4 PT NO.2 SYP BOTTOM PLATE. _ Sheet No. S3,02 6 OF 6 BRACE LOACTIONS. WALL SECTION ON GIRDER FASTEN TO EXISTING SLAB WITH 12 1/4" TAPCONS AT 12" O.C. E 3/4" =1'-0" 1x4 No.3 SYP X -BRACE APPLIED TO FRONT FACE OF ------- BRACED WEB, FASTENED TO EACH WEB WITH (2) 8D r-- - - ------- 9 NAILS. - 1x4 No.3 SYP LATERAL BRACE APPLIED TO BACK I FACE OF BRACED WEB WITH (2) 8d NAILS.. SEE TRUSS ENGINEERING FOR LATERAL BRACING 1 LOCATIONS. IF LAPPING IS REQUIRED, LAP AS EXISTING PORCH SLAB TO REMAIN. i SHOWN OVER 2) TRUSSES. i=I I ;-L ! I -- f SIE III ,=I �-1 E I__111T 1 ` 11-TTT ' I BRACE FASTENS TO FOUR TRUSSES. APPLY ' BRACE AS CLOSE TO 45" AS POSSIBLE. PORCH FILL IN DETAIL 9 3/4" V-0" ERMANENT TRUSS BRACING a EL Q � m W c , o z w a z o g 0 a o U 0 w o U r., S W Q rn z o O vi w z° �- z O U > N z 0 N M zw u. W F- = W � LJJ m 1-" W O Z Q ir. M O N 2 co r , �w I -D QC7 m: o v Q a J Q I- W_ 0 C Z LL C OD N (N coo c 0 n V �k' C w Q a. U rn C v v O U .2 0 LL LL U W 1.00 0 V m CLL s U m .D Q m O ti 'p-0 V_ A C 00 N O N N Y Ocl, 7 a, `%J1111111� ,( WAYNF ��C • '(I F►Cq .•'• moo.• _*j N 3 i ��- _ '6. O F 'apFF ` /, /I _ Sheet No. S3,02 6 OF 6 .,:.10.1-1Pit�r : [ Cash Register Receipt Receipt Number �� ~ City of Atlantic Beach R11097 '''--01119%- DESCRIPTION 1 ACCOUNT 1 QTY I PAID PermitTRAK $55.00 RESA17-0021 Address: 364 7TH ST APN: 169901 0000 $55.00 BUILDING FINAL** 10/21/2019 RBE $55.00 BUILDING FINAL** 10/21/2019 RBE 455-0000-322-1002 0 $55.00 TOTAL FEES PAID BY RECEIPT: R11097 $55.00 Date Paid:Tuesday, November 19, 2019 Paid By: TOM TROUT, INC. Cashier: CT Pay Method: CREDIT CARD 00217G Printed:Tuesday, November 19, 2019 3:04 PM 1 of 1 Ii