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47 & 49 Donner Rd duplex permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ,. ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0049 Description: DUPLEX Estimated Value: 192269.15 Issue Date: 8/1/2017 Expiration Date: 1/28/2018 PROPERTY ADDRESS: Address: 47 DONNER RE Number: 172064 0000 PROPERTY OWNER: Name: 51 DONNER LLC Address: 355 11TH ST ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: CHRISTOPHER HOMES INC Address: 355 11TH ST ATLANTIC BEACH, FL 32233 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. rt y.LJr JS ' CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW TWO FAMILY MUST CALL BY 413M FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0050 Description: DUPLEX Estimated Value: 170214.15 Issue Date: 8/1/2017 Expiration Date: 1/28/2018 PROPERTY ADDRESS: Address: 49 DONNER RD RE Number. 172084 0000 PROPERTY OWNER: Name: 51 DONNER LLC Address: 355 11TH ST ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Nam: CHRISTOPHER HOMES INC Address: 355 11TH ST ATLANTIC BEACH, FL 32233 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. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road ^O o Atlantic Beach, Florida 32233-5445 ( — 4 Phone(904)247-5826 Fax(904)247-5845 s I E-mail: building-dept@ccab.us Date routed: City web-site: htlp:/&vmvcoab.us APPLICATION REVIEW AND TRACKING FORM �� y Property Address: " -7 U o NN1 ,,&a_ D ent review required Yes No 1 Buildin Applicant: l-IRIS'(OPl'lFR Ro(y\ aannin2 &Zoning t, (� (� Tree Administrator Project: 1�! GK) J 1 NX2,( E F— plM l L�:J 'c o u is iii O�6 SLOE OF (>UPL K u c say (4-7 £ 4 Q\ Fire Services Other Agency Review or Permit Required /Review of Permlt Verified or ReceipB t Date 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: ❑ llj Approved. JDenied. . ❑Not applicable (Circle one.) Comments: V BUILDING � GVti�-n/p �J�cfis PLANNING&ZONING Reviewed b :y/ _'�:_ Dale: TREEADMIN. Second Review: ❑Approved as revised. ❑Denied. . [—]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Remsed 05119/2017 : r City of Atlantic Beach APPLICATION NUMBER l Building Department (To be assigned by the Building Department.) 800 Seminole Road 1�GSI S Q Atlantic Beach,Florida 32233-5445 Phone(9D4)2475826 Fax(904)247-5845 /� E-mail: buildingEept@wab.us Date routed: Ca S I Cityweb-site: http:/Mvnv.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 49 D O IU i13F-2. I�I, D ent review required Yes No uildin Applicant: l - NRIS`rC7�HE-2 �O(Y1,65 /A>C anningBZomn � c� (� Tree Administrator pp Project: I V eV0 Z1tNC' (E P—PW l LV ublic Work ublic Utilities CD/.7E Se10E OF 'L)UPLOC Pu Ic Safety C 47 ¢ 49 Fire Services Other Agency Review or Permit Required Review or Receipt Date I Florida Dept of Environmental Protection of Permit Verified B Florida Dept.of Transportation St.Johns River Water Management District Amy Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages arid Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. . ❑Not applicable (Circle one.) Comments: BUILDING ( U' Gr/C/i2 ryyr��C�S�;G�r(j�G�S rC yb'C�d PLANNING 8 ZONING Reviewed by: f' Date: TREE ADMIN. Second Review: ❑Approved as revised. []Denied. . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised ONI V2017 City of Atlantic Beach :assigned 7thhe MBER Building Department r,FE ,n 3' To 800 Seminole Road q-^t~" "' y ( g Department.)Atlantic Beach, Florida 32233-5445 ;g,' - 9 Phone(904)247-5825 Fax(904)24 cgv5JUN 0 6 2017 `ry E-mail: builtlingdeptQcoab.us , D City web-site: http:/Aw .ocab.us I., APPLICATION REVIEW AND TRACKING FORM Property Address: `"I f D O NW-�(Z. P�_ D ent review re uired Yes No B ildi C Applicant: A&ts-TOPOE& DOMES annin &Zoning (� Tree Administrator Project: Mme) Ic o u lc III ®fOS SkC) optic Saffely ( 4-7 C\ Fire Services Y6e fee$; �O Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Perk Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaumnts Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS RevieL First Review; pproved. ❑Denied. . ❑Not applicable Comments: PLANReviewed by: Date: 7 (7 TSecondReview: A roved as revised.❑ pp ❑Denied. . ❑Not applicable Comments: UBLIC UTJLI_fE G� ^I P BLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised D5/1912017 I Pl`�t1'ryri n CITY OF ATLANTIC BEACH ti r, PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904)270-2535 or (904)247-5874 NEW WATER/SEWER TAP REQUEST Date: & -(0 - 17 Project Address: ,7 7 Day hJ tz-te 2�Y No. of Units: Commercial—Residential Multi-Family New Water Tap(s)&Meter(s) Meter size(s) � ' New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size_New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# TICS 17 -0019 Water System Development Charge $ /�NO, tX) s N,o $Fs✓ TYFP Sewer System Development Charge $ co Water Meter Only $ NFuN .�t' L1t7T -(_ Reclaim Meter Only $ Water Meter Tap $ (notes) Sewer TapD• 00 N'!` 'f7h° Cross Connection $ -To, Ot) Other $ + SOCts 04tT) . TOTAL APPROVED: Kavle Moore.PE (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTMTIES DEPARTMENT BEFORE FEES CANBEASSESSED ., Comp. By: CDL 1` I Date: 5/30/2017 Public Works Department City of Atlantic Beach Permit No: TBD Address: lot 7 Donner Road 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 slormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CARM2 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr 124-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelooment Runoff Volume: Lot Area(A) - 6,324 ft' Runoff Coefficient Area Lot Area Description (ft') Iff'1 "C" Wfd I.C. Impervious 319 6,324 1.00 0.05 Pervious 7,185 6,324 0.20 0.23 Runoff Coefficient(C)= 0.28 Runoff Volume V= 0.28 x 6,324 x 9.3 1 12 V= 1,361 to Postdevelooment Runoff Volume: Lot Area(A) = 6,324 ff' Runoff coefficient Area Lot Area Description lft') (ft') "C" IlM"C" Impervious 3,756 6,324 1.00 0.59 -70 Mar 69% Pervious 2,599 6,324 0.20 0.08 Runoff coefficient(C)= 0.67 Runoff Volume V= 0.67 x 6,324 x 9.3 I 12 V= 3,290 f Rebuked Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,290 - 1,361 DV= 1,929 fl' Retention 327 retention Donnem°tlMot7 5/3012017 Comp. By: CDL Date: 5/30/2017 Public Works Department City of Atlantic Beach Permit No: TBD Address: lot 7 Donner Road Provided Storaae: Elevation Area Storage (ft) (f2) (ft') 12.0 1,371 0 BOTTOM 12.3 1,371 411 TOB Elevation Area Storage (ft) Ift) (ft') 0 0 BOTTOM Gravel parking areas 0 0 TOB Elevation Area Storage (ft) (ftr) (fe) 0.0 0 0 BOTTOM 0.5 0 0 TOB Inground storage=A'd'pf A=Area= 1371.0 d=depth to ESHWT= 5.0 pf= pore factor= 0.3 Inground Storage= 2056.5 ft3 Required Treatment Volume= 1,929 fr' Supplied Treatment Volume= 2,468 ft, Retention-327 relerbon Donnerrorthbl7 5/3012017 D o J ) OZ'L£L Y a Cl- An r i I l- -- . Yc III .z ,5,9. _ .o�•sa � (� ( Ol3li wgzt ) W � r. � i City of Atlantic Beach v..m P APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road 45 0 6 2(]I) i C-S 1-7 D�S Atlantic Beach, Florida 322335445 J Phone(904)247-5826 � Fax(904)247-5845 /� E-mail: buildingdept@mab.us -- Date routed: lfJ S I City web-site: hftp'./Avwwcoab.us APPLICATION REVIEW jAND TRACKING FORM Property Address: 4-f �O 1\l iJ l\t� ent review re uired Yes No �1n uildi Applicant: 1 . M2(CYt'J�41 C-2 �a, 11 IA>C arming &Zonin Tree Administrator Project: IVEIn� �fN(' cE rfl/1'll Ly ublicwo Public Utilities CD�� L�E OF I�UPL-LK Pu is Safety C4`7 E /' hFire Services Review fee $ 5-V Dept Signature XLA Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Any Corps of Engineers Division of Hotels and Restaumnts Division of Alcoholic Beverages and Tobacco Other: APPYCATION STATUS Reviewing Department First Review: Approved. ❑Denied. . ❑Not applicable (Circle one.) Comments: BUILDING PLANNING&ZONING (/ � qe (7 Reviewed tiY: Dale: /y `-6 TREEADMIN. Second Review: approved as revised. ❑Denied. . ❑Not applicable C WORKS Comments: PU LIC TILITIES �L-1 -i7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised OWIS12017 J CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW(j WATER/SEWER TAP REQUEST �c7 Date: -E7 -l7 Project Address: '79 J/WA)M . D No.of Units: I Commercial_Residential t/ Multi-Family New Water Tap(s)& Meter(s) Meter Sizes) 31 New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter_Size_New Connection to City Sewer_ Name: Applicant Address: City: State: Zip - Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# 9 7-�� Lady Water System Development Charge $1,1 f7r (z) 1)6��i42-frTW ri jEti Q Q t, Sewer System Development Charge $q OM, A Water Meter Only $ 64Ak ko itvlr, Reclaim Meter Only $ r Water Meter Tap $ W.W Sewer Tap $ 900.E (notes) Cross Connection $- - Nf w W (L � Q other $ S DG I QG�Q t 76 TOTAL $ &) APPROVED: Kavle Moore.ft - I?!�M (Deputy PWDirector orAutharxedStgnatwe) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED CITY OF ATLANTIC BEACH 800 Seminole Road �L'+) Atlantic Beach,Florida 32233 V.- Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Dater mill Received by: Resubmitted: Permit Number. - tel 'U --�t9� R G517-0050 Original Plans Exa er: Proje e: Project Address:&O!N ,,e41 Reap (41Mygla Contractor: CAnarA4L. 116me* Sme Contact e: fty �0 Contact Phone : y-394-i9+o3 ContactAmail: (Jt� Jtl /'se�rrMlfEf. Revision/Plan Check/Permit Fee(s)Due: $, Deserihon of Proposed Revision to Exishn Permit: r ss y svasr;� etut ert r ISr.,.e a✓t' ar+ /8 -b (� — lo�fmCi 5 11tavYrfr.,N (AMi IS ws /eI Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.l(pdm affirm that the above revision is inclusive of the prop d changes. / Si reofContractor/Agent(eonuwn must sigt.irioercue:fv vawatbn) Date as ff A.� Oma Usc Dnly Due. / Apprmd:�(� y a,jmkd: NotinW by: Plan Review Comments: JUN z s 2017 iq-A'�WiFc— ulldin Deparrtme—�-- I o antic eac De artment review re ulred Yes No -planning&Zonin Tree Administrator Plans Examiner b Public DOlib, Public Safety - Date r�aivie e...a Fire Se"iceT ?S'd� CITY OF ATLANTIC BEACH JS t0 800 Seminole Road .J Atlantic Beach,Florida 32233 Telephone 904 247-5800 s� a FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: &1111 Received by: Resubmitted: Permit Ntunber:� 9) R 6617-005 0 Original Plans Exa ��beter: _.�Q4� Pro) e: Project Address:sflrllr0bfl �.reeit ROAD (41►yyl Contractor: 16-w— 9vviq rwv Contact e: ans L. "fs.✓ Con e : 4-3911-mys Contacte-mail:_(,hr„p�f,/r�yhE►, evis' an Check/Permit Fee(s)Due: $.S1 0 .r70 Descri tion of Proposed Revision to Existing Permit: r „ a svts.e� t„-e et' R,..,.a a✓1' ows /8 -b A. s Tasai SLsb rlt.wlr.N Wae it's, A. /Y /- Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.)aad a m) ifAR; ZAbAes,N affirm that the above revision is inclusive of the propo d changes. Si re of Contractor/Agent(comet.,muni,if w,e naWnuolo Date L?-17 } ui f�. m nnhRECEIVED Uwe: 7 7 -1 7 App Ld:_ aclec,M _ Notified by:, JUN 2 9 2011 Plan Review Comments: Wilding epa men - I y o AC t f tlantic Beac , FL Department review required Ye o 1131[anning&Zonm UPlans Examiner Tree Administrator Publi -7V9 Public Utliih -----' ---- Public Safety pate Fire Services ?f yL�r CITY OF ATLANTIC BEACH Jd 800 Seminole Road " Atlantic Beach,Florida 32233 ;,. Telephone(904)287-5800 +^' "w•? FAX(904)247-5845 Jit Q� REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: Z1�1'1 Received by: Resubmitted: OermitNPlansE (�}7 ) jzE,g{7-bpq-9 9) RG�17-(�050 Original Plans Exam,,jjj'j�er:— Pro3 e: Project Address:tfYn9lyd/i 'JAI arrtit RoM (y9Myy1 Contractor: 4r, fi Ast NwMAt tri. Contact me: G1rns L. br,.fs,., Contact Phone : 9&q-349 L9b3 Contacte-mail: Revision/Plan Check/Permit Fee(s)Due: $. Descri tion of Proposed Revision to Exlatltl Permih SL4b G(tnuA.,N Wad 1H3 w+ /Y Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: // Public W/U Approval: By signing below.I(prim nnmc7 ��A iOw73.N _ aDirm that the above revision is inclusive of the propo d changes. Si reofContractor/Agent(crmercuu in�Umcbonl Date �� offiee iLm Only RECEIVEED- Dale Appmrd:—t/ Rejected: Idolifed by: _ JUN 2 s 20n Plan Review Comments: _ ul tng epa men — ZI o antic eat � Department review re utred Yes No Building D annin &Zonin Tree AdministratorPlans Examiner -7 / 7/ / 7 ''7 Public / / 7/ ) 7 ublic UOlitie ------ ------- ublic Safety Services Date oe,mnwin a�.� ZONING REVIEW COMMENTS r City of Atlantic Beach FI Community Development Department ` V 800 Seminole Road Atlantic Beach,Florida 32233-5445 p Jil 9 Date: 6/22/2017 Permit: RES 17-0050 Applicant: Christopher Homes Inc. Review: ZONING Address: 355 11 d' Street,Atlantic Beach Site Address: 49 DONNER Phone: 349-2803 RE#: 172064 0000 Email: chris@elitehomesfl.com Correction Comments Roof Overhang:The 1'6" roof overhang on the 1'8"second story bump-out projects into the required side yard by 32".The allowable projection is only 24". Please revise accordingly. Informational Comments Brian Broedell Planner ?S l9fy j � CITY OF ATLANTIC BEACH 800 Seminole Road ' :� f Atlantic Beach, Florida 32233 y v JUN 3 20)1 Telephone(904)247-5800 J FAX(904)247-5845 BY° SDR D� ��--- REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: L1�t 1 Received by: Resubmitted: Permit Number: I �f -V s1 49� RcSI7-0050 Original Plans Exa .Jeer: ProjeM e: Project Address_t tOSY 'Q. ROAD (4'1 rygl Contractor: nsr#A-W- fl rseb ros� Contact e: Gbns zabwf3.v Contact Phone-4�4-;yq.LAm3 Contacte-mail:._��.�eJ,kf,�;,;y�, Revision/Plan Check/Permit Fee(s)Due: $ Descri tion of Proposed Revision to Exist!n Permit: f , CrASt.A firE of &., + �gl .b S4 Additional increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval. By signing below.I tprinf anme)_ .� affirm that the above revision is inclusive ofthe propo d changes. lal-741 7 Sidnafiirraof Contractor/Agent(eonnew mutt signifirwna°in vA ...mn Date �I� �1 Dni¢gmgrlr DW: AppmW:_d[�_({__._. _ Rghdad: tvmiriedby:,__ __ � �� • 201i� Plan Review Comments: JUN 29 ul n e ame I o Uanttc Beac Department review repuired Yes I No Buildin — annin 82onin Tree Administrator Plans Examiner Pubi Public Utilitte - ------ '� _ _ Public Safety Fire Services Dale rwr,urrs u.., AGREEMENT TO ACCEPT TRANSFER OF UNCOMPLETED BUILDING PERMIT r This agreement and a new Permit Application are required to transfer an uncompleted building permit. ( .Yn ('=c (4,fa¢ &/ , Phone �oy - 39q -ZSv3 Address 3S5 I! �ftinrj �' �eA 1�iTFr 3zz33 Email C(1n54� �'iMh5 f 6 State Certification/Registration # 03 4f-D5a 19v understand that Building Permit qa 76, Ad was started by another contractor and is currently uncompleted. I agree to, after reviewing the approved plans and the unfinished as-built construction, to submitting a Revision Form and revised construction drawings to the Building Department to correct any deviation between the approved plans and as-built construction, where found. I understand that, based on the current inspection record, I am responsible for the Code compliance of the finished project. Details (optional) Signature of Contractor/Owner Builder / // Date '' ��yy Before me thisday of 20� (+ ry ]� C Signature of Notary Public SCANNED ONIGIND ENPEPGEa aPIRE6419wI berF69X219 Date: l ':s: ff aae ro u„ y City of Atlantic Beach 4n 9 APPLICATION NUMBER Building Department 1 � # (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach,Florida 32233-5445 0 6 2017 ( �� Phone(904)247-5826 Fax(904)247-5845 / v E-mail: building-dept@mab.us Date routed: l[J S I City web-site: htip://www.coim us APPLICATION REVIEW AND TRACKING FORM Property Address: 117 D ONant review required Yes No /1 - HI __P Buildi C Applicant: .pRts-rapheMSC ( Manning&Zoning Tree Administrator Project: lc o u 01751 s i i OAFS S tOE O F l�C)PLIx u d ey ( 4-7 4 CI) Fire Services �3eV ew fee $ Dept Signature FAmyCorpsol'Engineers ency Review or Permit Required Review or Receipt Date of Permit Verified t of Environmental Protection t.of Tmnsportabon iver Water Management District Division of Hotels and Reataurw Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: VApproved. ❑Denied. . ❑Not applicable (Circle one.) Comments: 1/4 BUILDING PLANNING&ZONING Reviewed b% Date: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised OW1912017 c X 11 s s lP s s K s' s s ✓� s 1 z z Comp. By: SRW Date: 6/912017 Public Works Department City of Atlantic Beach Permit No: RES17-0049 Address: 47 Donner Road 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 refined 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) = 6,324 ft' Runoff Coefficient Area Lot Area Description (ff') (Tt') "C" Witt"C" Impervious 0 6,324 1.00 0.00 Pervious 6324 6,324 0.20 0.20 Runoff Coefficient(C)= 0.20 Runoff Volume V= 0.20 x 6,324 x 9.3 I 12 V= 980 ft' p,swevelopment Runoff Volume: Lot Area(A) = 6,324 ft' Runoff Coefficient Area Lot Area De criPfon (ff 1 (ff) C. Md"C" Impervious 3,726 8,37A 1.00 0.59 %ISA= 58.9% Pervious 2,599 6324 0.20 0.08 Runoff Coefficient(C)= 0.67 Runoff Volume V= 0.67 x 6,324 x 9.3 I 12 V= 3,290 ft' Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,290 - 980 DV= 2,310 ft3 Reiarwn M TERWATERRETENTI Qh]I2a17 Comp. By: SRW Date: 619/2017 JS 71' Public Works Department City of Atlantic Beach Permit No: RES17.0049 Address: 47 Donner Road Provided Storage: Elevation Area Storage (ft) (ft') (ft') 11.5 1,361 0 BOTTOM 12.0 1,361 681 TOB West Side 701 Elevation Area Storage East Side 660 Ift) (ft') (ft') 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ill (ft') 0 BOTTOM 0 TOB Inground storage=A'd'pf A=Area= 1361.0 d=depth to ESHWT= 8.5 pf=pore factor= 0.3 Inground Storage= 3470.6 ft Required Treatment Volume= 2,310 ft' Supplied Treatment Volume= 4,151 ft' ReteMlm MASTER WATER RETENTION er M17 City of Atlantic Beach tl " '� APPLICATION NUMBER J Building Department r (To be assigned by the Building Department.) �' BOO Seminole Road y SUN s 26+7 Atlantic Beach, Florida 32233-5445 M GS S 0 Phone(904)2475826 Fax(904)2 ___ E-mail: building-dept@coab.us Date routed: (D S City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 49 O N iJt=fL. 1�� ant review required Yes No �1 M uildi Applicant: CE4RIS'ro p"G2 M H6 &S (AC> arming &Zonin pp ..�� Tree Administrator Project: I V E(.J�(ADC,(E P82TU L-`/ < Public Work Public Uti Ries CDn01�-- !F�IOE OP 1L)() PL-CK Pu icSafety C47 E /I q) Fire Services Review fee $ Dept Signature F� Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Any 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: BUILDINGrW PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. []Denied. . ❑No[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: 'sed 05/19/2017 I _ yAI 36 - a -- _ _ a _ z �a Comp. By: SRW s, Date: 61912017 u Public Works Department City of Atlantic Beach Peril No: RES17.0049 Address: 47 Donner Road Reouired Storage Volume Criteria: Section 24-66 of the CRY of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and posidevelopmenlvoiume of slorwawter 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 I24-hr rainfall depth(9.3-inches for Atlantic Beach) Preclevelopment Runoff Volume: Lot Area(A) = 6,324 ft' Runoff Coefficient Area Lot Area Desc 'pl' n lit') lit') 'C.. Wtd'C' Impervious 0 8,326 1.00 0.00 Pervious 6,324 6,324 0.20 0.20 Runoff Ci sificlent(C)= 0.20 Runoff Volume V= 0.20 x 6,324 x 9.3 I 12 V= 980 it' Posttlevelopment Runoff Volume: Lot Area(A) = 6,324 ft' Runoff Coefficient Area Lot Area Oe ri0tlo (fl') (ff) "C.. Md'C' Impervious 3,725 6,324 1.00 0.69 %ISA= 58.9% Pervious 2,599 6,3240.20 0.08 Runoff Coefficient(C) Runoff Volume V= 0.67 x 6,324 x 9.3 I 12 V= 3,290 ff' ReQuired Storme Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,290 - 980 DV= 2,310 R3 Relenuri IMSTERWATERRUMTI &8/017 Comp. By: SRW Date: 6/912017 Public Works Department City of Atlantic Beach Permit No: RES17-0049 Address: 47 Donner Road Provided Storage: Elevation Area Storage (ft) (ft2) (ft) 11.5 1,361 0 BOTTOM 12.0 1,361 681 TOB West Side 701 Elevation Area Storage East Side 660 (ft) (ft) (ft') 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft l (ft) 0 BOTTOM 0 TOB Inground storage=A'd'pf A=Area= 1361.0 d=depth to ESHWT= 8.5 pf=pore factor= 0.3 Inground Storage= 3470.6 ft3 Required Treatment Volume= 2,310 ft3 Supplied Treatment Volume= 4,151 ft3 Relentbn MASTER WATER RETENTION 6192017 M � TO: Scott Williams,Assistant Director City of Atlantic Beach,Public Works FROM: Chris Lambertson Elite Homes,Inc DATE: May 30,2017 SUBJECT: Construction Site Management Plan and Erosion.& Sediment Control Plan 49 Donner Street,Atlantic Beach, FL Lot 7 1) Parking will be on site as noted on the Construction Site Management Plan (CSMP). 2) There will not be a construction trailer on this site.The unloading and loading area and material storage are identified on CSMP. 3) Location of chemical toilet is identified on CSMP and will be located on owner's property with door facing construction project. 4) Dumpster location is on CSMP and an approved dumpster company will be used. 5) Traffic control pattem is shown on the plan with entrance to property. Adequate parking is available on site. 6) The site will be cleaned and picked up for all debris including construction material and all other trash regularly. 7) Erosion and Sediment Control will be maintained throughout construction. There will be a silt fence on the sides and rear of the property.Inspection by Public Works of erosion and sediment control will be done prior to commencing work.All siltation will remain on-site during construction. All run off will remain on site during construction. 8) If city inlet falls within driveway,owner will adjust top of inlet at owner's cost. 9) Drainage and Retention plan will be submitted in a separate document with the permit submission per Atlantic Beach City Ordinance.A post construction topographical survey will be performed documenting proper retention. 10) Concrete driveway will be 5 inches thick with fiber mesh from edge of pavement to property line(in right of way). Reinforcing rods or metal mesh will not be placed in city ROW. 11) Right of way will be restored to its original condition, Building Permit Application 0 City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 �7 Phone::(90r44)2/47-5826 Fax:(904)247-5845 RES 17 - 6 C) SC) Job Address: H9 ayf/f-t flv/j-lam ( okv j/zu.�LLo rr,1�(�D � Permit Number: I'Uo6ei -c ) Legal Description &r 7 Blodf 16 DWA-,,J rY��¢�C, RE# Valuation of Work(Replacement Cost)$ /,0,000 Heated/Cooled SFi rJ I Now Heated/Cooled 44 l • Class of Work(Circle one): Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structu (s)(Circle one): Commercial esidential re • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe m detail the type of work to be performed: Florida Product Approval# .G $ for multiple products use product approval form Property Owner Information Name: C/If LLC Address: City�v� eu�R state EL Zip 32-2??'�3_PhoneT041-3 9- z 03 E-Mail�ltflS rJ c i�lv>tets (®,r.v Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) 466( Contractor Information Name of Company: (-/jn fiu //c,r.,e5 T Qualifying Agent: 6hr,s .t6173o� Address 3SS sr).,—� COfficity .4.vfic. State L_2ip3Lz33 btate Phone-9'&'f-3V51-ygp3 lob Site/Co Statntact Numher So/-3yg_zge3 e Certification/Registration GBG O%5919y E-Mail Clr�rs .t� Q�rfYJr.,,,,.•, Architect Name&Phone# NA- EngineeesName&Phone# I il t4 &L19 e6 ay6/ Workers Compensation E £,MIV7 J Exempt/Insurer/Lea.Employees/Enplratlon 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. �- (Signature rrFOwner nt Including Contractor) (Signatu Contractor) Si d sworn to(ar atR ed)before m his_d of Sign �ds { to(or affir a be this day of by ( _-_E..7..LY Y�-. .by (Signature of Notary) (Signature of Notary) A'r' TONI GINGLESPERG r-'-,. ty MYCOMMISSION#FF924951 TGNI GINGLESPERGER erso.11y Known OR EXPIRES:Ocxber6,MIN *6� �" My COMMISSION#FF 920961 [ ]Pmtluced identification '" "-' Personally Known OR §!_'•i EXPIRES:October6,2019 Qk, � eoad rn�,�wwy Pwuoweanm�,: °s _ TyWoducedldenti#eatiorii wN, -nv so mry xo:3r P6M wee�aren Type of Identification: Type of ldenti#canon: City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) - 800 Seminole Road Atlantic Beach,Florida 322335445 ( - 4`j Phone(904)247-5826 Fax(904)247-5845 E-mail: buildingdept@coab.us Date routed: s I City web-site: http://vnmwalb.us APPLICATION REVIEW AND TRACKING FORM Property Address: "1� D ONIUC—(Z.. 1< . D ent review required Yes No I � � B it Applicant: C_kgks-TOPlit-. DOMES ( annin &Zoning p ` (� Tree Administrator Project: Iy Eayy ' I Nf''l E t— Ar,( t_� Ic o _ u lc III Of.76 s toe O F Dc�PLt>c u c ey C4-7 E 4 ,1) Fire Services Peview fee $ Dept Signature ..; [0theMr: gency Review or Permit Required Review or Receipt Date of Permit Verified B ept.of Environmental Protection Floridaept.of Transportation River Water Management DiShid Anyrps of Engineers f Hotels and Restaurants of Alcoholic Beverages and Tobacco APPLICATION STATUS Reviewing Department First Review: LVJproved. ❑Denied. . ❑Not applicable (Circle one.) Comments: rr / BUILDI /u V PLANNING&ZONING Reviewed by: Date: 6ir %7 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised a5/19131H] Building Permit Application ' Opmom . City of Atlantic Beach -7► 800 Seminole Road,Atlantic Beach,FL 32233 lob Address: Phone:(904)247_-5826 Fax:(904)247-5845 ES17 ' 00�4q/ _Permit Number: 17,20fq -oc o Legal Description�'T `] �Iot.�C lb Ddarotra 4 lew";e Valuation of Work(Replacement Cost)$ 1A3,7GYj RE# Heated/Cooled SF rj I — --- � Hoo-Heated/Cooled Qy • Class of Work(Circle one): ew Addition Alteration Repair Move Demo Pool Window/Door TO'tPrL f9SZ • Use of existing/proposed structure(s)(Circle one): Commercialesidendal • If an existing structure,is a fire sprinklersystem installed?(Circle one): Yes No • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in debil the type of/work to be pertormed: /z`W 4,: 5`ritwt�o) Florida Product Approval# je_e S T .l &d 3904 Property Owner Information for multiple products use Product approval form Name: ( D ,U en_ C C far' City Address: p - E-Mail State LL_lip 3 Lz,33 Phone otf-3 9- z 03 Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Nameof Company:—t! /h Address 3SS //^` �,r.. p- Qualifying Agent: C/rrrs Office Phoneo - State p 33 State Certification/Registretion# C eG D Job Site/ContM Number o 59/9? E-Mail s eir Architect Name&Phon # R//rt- r' 2 Engineer's Name&Phone.. Workers Compensation A nr Emmpt/Insurer/Lease Employees/Expi2[lon Dale 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 reMotion h construction in this jurisdiction.lunderstand 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. (Signature of Owner m including Contractor) Sigogd dswom to affi ed)beforem his_d of Sin ds (SigroN �ntractor) by ( g to(or aby a be f this day of by 1519nature of Notary) (Signature of Notary) + `- MY COMMI�SI4FF92SS51 ersonally Known OR MMGINOIESPERGER E%PIKES:Ogober 6,2019ib (IProduced ldemiflcation 'q�... .°y aoseee Tn�u Personally Known OR eei=-i KKpp,yy '' WCOMMI5510NrFFT2 l Er.F.+ nmsiwek UNemi¢n Yes. „� EXPIRES:0 ar 6.W19 Type of Identification: — fJProducedidentiflcadortj� ,,1z a dednmwWww und�a Type of Identification: A DO NOT WRITE BELOW- OFFICE USE ONLY pp ca e o es: Review Result (circle onel: Ap rov Disapproved Approved w/Conditions I ' Reviewinitials/Date: 6 7 Development Size i Habitable Space /5-// s r. Non-Habitable y// S.r-- Impervious area Miscellaneous Information Occupancy Group 02- 3 Type of Construction V (3 Number of Stories Z Zoning District R G -m Max. Occupancy Load Fire Sprinklers Required_ 7lood Zone x ;onditions/Comments: ,lu>r City of Atlantic Beach APPLICATION NUMBER Building Department (To ba assgned by the Building DeparMent. 600 Seminole Road ) Atlantic Beach, Florida 32233-5445 Phone(904)247-5626 Fax(904)247-5845 / E-mail: buildingdept9coab.us Date routed: UJ S City web-site: hitp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 49 U OI 1J3 P, t� De tt ant review re uired Y No �I Applicant: uildin. N(Z LC`RJQ�N C--� �OIYIES C anning&Zonin Tree Administrator p Project: i 3E-Q �r/JC:r a P8L11(_y Public Work Public Utilities E OF L7UPLlK Pu is Safety C47 E Z4 Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept of Environmental Protection Florida Dept of Transportation St.Johns River Water Management District Amy 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: BUILDIN I PLANNING&ZONING Reviewed by: Date:6.1:ry 7 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised 05119/2017 I Building Permit Application OFl = f , City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 RES 1 -7 - 6 SC) lob Address: Ra,�(] K40 Lb e, Ae�O"Re Permit Number: 17,2o6cf -oc o Legal Description &r- 7 I31oc.k 16 RWA"t f &(711-- REa Valuation of Work(Replacement Cost)$ /&,0470 Heatad/Cooled SF IS ( ( Non-fleawd/Cooled 44 ( • Class of Work(Circle one): Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial esidential • 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 detail the type of work to be performed: Describe in Florida Product Approval AL k,¢ S for multiple products use product approval form PrOeertV Owner Information Name: Et DWzw r=DL [LC Address: 3 .rs City dfQa. h'7 State Zip •�Z_�,L_Phone o -, - z o3 E-Mail t`/r 15 ed d.�i,.ts e� Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor information Name of Company: G/ir s/r�rhu /> 5 T qualifying Agent: 4A'tr 15 6,73.1 Address 3� I/� zd..s..� Ciry ,(.•dL State _Zip3Z733 Office Phone goy-3f9- 28o3 Job Site/Contact Number 9oY�9-.2T63 State Certification/Registretion# CBGO(5q/9y E-Mall Cfi�r� W elf Architect Name&Phone# VIA- Engineers Name&Phone# G r d �6 aS,ol Workers Compensation euor- aempt/Insurer/IQau Employees/EgilrMbn pMe 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 regu lacking 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. (Signature of Owner nt including Comractar) (Signatu Contractor) Sigped d swornto(or affi ed)before m his_d of Sign s to(or affir a be this day of by ( by (Signature of Notary) (Signature of Notary) _ MY COMMISSIQ4iFF9k99 s yI 'Y^' TONI GIIJGtF3PERGER ersucedIKnown OR w, EXPIflES:OcNberG 2019 # -$ '3. MVCOMMISSION YFF92C951 y `; Produced Idenwn OR [ jPmdu[ed Identification `��.pp;,�•—' mnee�a m..rv_bewrp�ucUmernilns Ir' sa EXPIRES:Octcber fi,2o19 [ ]Produced ldent�ratiorY - qE" amamm�tmlanrom':ureewamn Type of Identification: Type of ldentiflwtlon: t� ''h OFFICE COPY DO NOT WRITE BELOW- OFFICE USE ONLY Pp mble Co es:3 010 FL UK 02T UJMT7G-MDT- Review Result (circle one): pproved Disapproved Approved w/ Conditions I ' Review Initials/Date: 6-14N Development Size i Habitable Space i fii s.F Non-Habitable elyl S.r. Impervious area Miscellaneous Information Occupancy Group' Type of Construction Number of Stories 2 _ Zoning District e Wax. Occupancy Load Fire Sprinklers Required_ 7lood Zone T ;onditions/Comments: 7 41 � 2 \ \\ ) ( \ 7 \ k #; k - � / . « E $ w F. U. E. A § . 2 & - k o § ( ] \ k \ ) � f� � ■ ! " ! « ■ l = = � � � c ° ! ) ) § , , a / a ) \ � "606c7 \ i w � , a = A u 0 a v A v 0 p C t.7 C _G V u A _V 9 C L LL L 6l L 7 J V R 9 G S O L C T R N ¢ w � � xwo � 3 wad v v 5 wo 3 o �i - m m C7 ! « ® ) ) ! [ ® * \ r 9 \ � ) ^ 9 k ® ! ! v { ) = f of f, Comp. By: CDL yl" Date: 5/30/2017 'I@ ;,f Public Works Department City of Atlantic Beach OFFICE COPY Permit No: TBD Address: lot 7 Donner Road 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 stonnwawter 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) Predevelooment Runoff Volume: Lot Area(A) = 6,324 ft2 Runoff Coefficient Area Lot Area Description IfFI (ft) "C" Wtd C. Impervious 319 6,324 1.00 0.05 Pervious 7,185 6,324 0.20 0.23 Runoff Coefficient(C)= 0.28 Runoff Volume V= 0.28 x 6,324 x 9.3 / 12 V= 1,361 ft2 Postdevelooment Runoff Volume: Lot Area (A) = 6,324 ft Runoff Coefficient Area Lot Area Description (ft (R2) "C" 'Md"C" Impervious A 6,324 1.00 0.59 °h IMP 59% Pervious 2,599 6,324 0.20 0.08 Runoff Coefficient(C)- 0.67 Runoff Volume V= 0.67 x 6,324 x 9.3 1 12 V= 3,290 ft2 Required Storage Volume DV= Postilevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,290 - 1,361 DV= 1,929 ft Retention-327 retention Donnennonhlo47 &30/2017 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 ❑ 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, a-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 rwid verification (usually 4 pages/may be greater). ❑ Energy Performance Level(EPL) Display Card(one page) ❑ 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) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) EneTyGauge®-USRGSB v5.1 5 IW7 3:0]:53 PM 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: Townhouse 1,Lot 7 Donner Rd Builder Name: Street Lot 7 Dinner Rd Permit Office: Atlantic Beech City,state,Tip: Atlantic Beach,FL, Permit Number Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS County:: Duval(Florida Clause Zone 2) 1. New construction or ending New(From Plans) 9. Wall Types(2406.9 soft) Insulation Area 2. Single family or multiple family Mufti-family a.Frame-Wood,Exterior R=19.0 1429.8l)W b.Frame-Wood,Common R=190 03.101F 3. Number of units,H multiple family 1 c.Forme-Wood.Adjacent R=19.0 144.001N 4. Number of Bedrooms 3 d.N/A R= ft S. b this a worst text No 10.Calling Types (776.0 soft) Insulation Area a.Under Attic(Vented) R=38.0 778.00 ft B. Conditioned floor area above grade(ft') 1511 b.WA R= R Carddloned floor area below grade(ft') 0 c.NIA R= ft 11.Ducts R IP T Wirdows(130.5 soft.) Desorption Area a.Sup:Attic,Re.Attic,AH:2nd Floor 6 196.43 a. U-Factor: DM,U=0.34 82.50ft SHGC: SHGC=0.30 b. U-Factor. DW,U=0.55 48.00 R 12.Coding systems kBtu4e Efficiency SHGC SHGC=025 a.Central Unit 348 SEER 14.00 c. U-Factor: WA ft SHGC: 13.Heading systems kBhuhr Efficiency d. U-Factor: WA IF a.Electric Heat Pump 32.8 HSPF:8.20 SHGC: Area Weghted Average Overhang Depth: 4.2% ft Area Weighted Average SHGC: 0.282 U.Hot wale r systems ers 8. Floor Types (1511.0 soft.) Insulation Area a.Electric Cap: EF:P 0120 120 820 a.Slabr over oter dgeSpa Insulation R=oa 74100 ft' b. None features ' b.Fleur Over other Space R=D.O 735.00 ft' None c.other(see cause) R= 35.00fl 15.Credits None Glass/Floor Area: 0.086 Total Proposed Modified Loads: 37.14 PASS Total Baseline Loads: 40.87 1 hereby certify that the plans and specifications covered by Review of the plans and Fg1tE STgT this calculation are in compliance with the Florida Energy specifications covered by this Code. .0 , calculation indicates compliance -I/�4a,,,R-LtLZq Ryan B.Ellis with the Florida Energy Code. PREPARED BY: T~ Before construction is completed r. p DATE: n1^7 ._ this building will be inspected for compliance with section 553.908 Y I hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Enargy Co * COP WE,{g0°� OWNER/AGENT BUILDING OFFICIAL: DATE: _._ DATE: O - Compliance requires certification by the air handler unit manufacturer that the air handier 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 an envelope leakage test report in accordance with R402.4.1.2. 5111/2017 3:07 PM EnergyGauge®USA-F12Re82D14 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT The Tovmhouse 1,Lot 7 Donn.Rd Bad.. 3 Address Type: Street Addrsse BWWing Type: User Conditioned Area: 1511 Lot# Owmec Total Stories: 2 BlecWSubDivlsion. #of Units: 1 Worst Case: No PlstBaolc: Suikkr Name: Rotate Angle: 0 Street: Lot 7 Donner Rd Permtl Office: Atlantic Beach Cross Ventilation: County: Dinal Junsdictiom 2611W Whole House Fan: CRY,State,Zip: Atlantic Beach, Family Type: Multi-family FL, NewlErieting: New From Plana) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Deily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moiatum Range FL,MAYPORT NS FL MAYPORT NS 2 39 90 70 75 1037 61 Meolum BLOCKS Numb. Name Aril Volume 1 Bbck1 1511 14754 SPACES Nunb. Name Area, Vols. Ktlehen Ocsupanb Sedrooms Irde 10 Faishas! Ceti Heated 1 tat Floor 741 8889 Yes 2 0 1 Yes Yee Yes 2 2nd Floor 770 8085 No 3 3 1 Yes Yes Yes FLOORS # Floor TyP Space Fa imekr Pedmefer R-Value Ansa Joist R-Value TM Wood Cancel 1 Slab-Or-GnnIs Edge Insulation 1st Floor 121.6 R 0 7411P _ 0 0 1 2 Raised Fkaa 2ndFlow __ _ 35 fl 19 0 0 1 3 Flag Over Other Space 2nd Floor ___ _- 735 fF 0 0 0 1 ROOF J Roof Gable Roof Solar $A Emiti Ernst Deck Pitch • Type Maledals Area Arae Calor Abaar. Testul Tesletl maul. mg) 1 Hp Composition shingles 868ft OW Medium 0.9fi No 0.9 No 0 266 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC I Full also Vented 300 776 IV N N 5212017 3:07 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant SoRware Page 2 of 4 FORM R405-2014 CEILING N Gelling Type Space III Ins Type Am Fmn*V Frac True,Type 1 Under AtAc(Ventad) tat Floor 38 Bbvm 6R 0.11 Woad 2 Under Aftic(Vented) 2nd Floor 38 Bbxo 7708' 0.11 Wood WALLS AdjacentSpecs Cally WMth y1si919 Sheathing Framing Soler Below To wa,Type_ 1 S Garage Frame-Wood 1st Floor 19 16 9 141 0.05 0.170000 0 2 5 Extedm Frame-Woad tsl Flan 19 1 9 9.08' 005 0.170000 0 _ 3 W Exterior Frame-Wood 1st Fbar 19 43.8 9 394.2 W 0.05 0.170000 0 4 N Exterior Frame-Wood 1st Floe 19 17 9 153.0W 0.05 0.170000 0 5 E Neghba Frame-Wood rail 19 43.8 9 394.2112 0.05 0.170000 0 _ 6 S Exterior Frame-Wood 2nd Floor 19 18.7 10.5 196.4 IF 0.05 0.170000 0 7 W Exlerior Frame-Wood 2nd Floor 19 43.8 10.5 459.98' 0.05 0.170000 0 _ 8 N Exterior Frame-Wood 2nd Floor 19 18.7 10.5 198.48' 0.05 0.170000 0 _ 9 E Neighbor Frame-Wood 2nd Fbar 19 41.8 10.5 438.9 W 0.05 0.170000 0 10 E Exterior Frame-Wood 2nd Floor 19 2 10.5 21.018 0.05 0.170000 0 DOORS # Omt Door Type Space Stoma U-Vahre Whet Height Am Ft In Ft In _ 1 S Wood tat Floor Nmre 46 27 6.7 18.18• 2 W Wood 1st Floor None 46 3 8 24 W WINDOWS Oneniabon shown is the entered Proposed ooente6on. / WWI 0-It g V N Dent ID Frame Pare, NFRC U-Factor SHGC Area Deal Saparatim Int Shade Screening _ 1 W 3 Vmy1 lDouble Yes 034 0.3 37.SW IS 80 in 10.8 ft 01 Drapesfbllnds None _ 2 N 4 Vinyl Lox-E Noise Yes 0.55 0.25 48.0W 980 in 1ft0M Dmpesrbil None 3 S 6 Vinyl Low-E Double Year 0.34 0.3 15.042 1.580 in 1.6ft0in Drapesfbinds None _ 4 W 7 Vinyl Lax-E Double Yea 0.34 0.3 15.0W 1.5 It 0 in 1.661 Drepesiblinds None 5 N 8 Vinyl Lav-E Double Yes 0.34 0.3 1&042 1.5 It 01n i.6ft01n Drapeslblinds None GARAGE N Floor Am Call Arm Exposed WWI Perimeter Avg.Wall Height Exposed Was IreWa son 1 342 W M211P 41.5 ft 9 R 1 INFILTRATION N Scope Me#W SLA CFM 50 EIA EpLA ACH ACH 50 1 WhdWmuse Proposed ACH(50) W031 1229.5 675 12694 .2941 5 SI21I20173'07 PM EnergyOauge USA-HaRe52010 Sectlon R4054.1 Compliant Software Page 3 of FORM R405-2014 HEATING SYSTEM # System Type Subtype Ef6aierey Cepa* Block _Duets 1 Electric Heat Pump None HSPF:8.2 32.8 k8tuft 1 sys#1 COOLING SYSTEM • System Type Subtype Efficiency Capacity Air Flew SHR Block Ducts 1 Central Unit None SEER. 14 346 kBtJ/hr 10M card 075 1 sys0l HOT WATER SYSTEM A System Type SubType Location EF Cap Use ScoPot Conservation 1 Electric None 1st Floor 092 40 tial 60 gel 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage CM M Company Name System Model A Collector Model# Area Volume FEF None None 1st DUCTS J —Supply— —Return Air CFM 25 CFM25 HVAC# # Location 114aim Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool _ 1 Atka 6 196.43f A18c 75.558 Defied,Leakage 2nd Floor (Default)c(Default)c 1 1 TEMPERATURES Programable TT�111 ]5iremwatat N IFeto �D(7�Manrr 71 Ceiling Sam: n Jan rM-YDC1 JulDg1D(7 rr 17 1D0' IDD7 Sep Dw Vm�6nB l 1 Jos Jan �Feebb [X7 Mar [%I<�Apr I I May Jos [ 'JulJuI [ ]Aug [ ]Sep �(J Oct [X)tow ' ]Dec Thermostat Scha]ule: HERS 20015 Reference Han Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling WO) AM78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Ctoling(WEH) AM 78 7878 78 78 78 78 78 78 78 78 76 PM TB 78 78 78 78 78 78 78 78 78 78 78 Heating WD) AM 88 88 B8 fib 68 68 68 6B 6868 68 68 PM 68 68 68 68 68 68 68 88 68 68 68 68 Hesting(WEH) AM 68 68 66 6868 68 68 66 SIB 88 68 68 PM 68 68 68 88 88 68 68 68 6B 68 68 68 512120173:07 PM Energy(SaugeA USA-FlktRes2014 Section R4054.1 Compliant Surnaare Page4of4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 91 The lower the EnergyPerfonnance Index, the more efficient the home. Lot 7 Donner Rd,Atlantic Beach, FL, 1. New construction or existing New(Fran Plans) 9. Wall Types Insulation Area 2. Single family or multiple family MuI family a.Frame-Woo ,Exterior R=19.0 1429.801? b.Frame-Wood,Common R=19.0 $33.108' 3. Number of taus,ff multiple family 1 c.Frame-Wood,Adjacent R=19A 14 NIF 4. Number of Bedrooms 3 d.N/A R= ft 5. Is this a wont case? No 10.Cdting Types Insulation Area a.Under Attic(Vented) R=38.0 776.00$ 6. conditioned Mor area(W) 1511 b.N/A R= IF 7. Wind.- Description Area c.WA R= W a. U-Factor Dd,U=0.39 82.50 R 11'D� R W SHGC: ON.0=0.30 a.Sup:Attic,Rat:All,AH:2nd Floor 6 196.43 b. U-Factor: ON,U• .55 48.00$ SHGC: SHGC-0.25 12.Coding systems kBtuTr Efficiency c. U-Fetter WA ft a.Central Unit 34.6 SEER 14M SHGC: d. U-Fecbr WA ft' SHGC: 13.Healing systems kBtwhr Efliclenry Area Weighted!Average Overhang Depth: 4.259 ft. a.Electric Heat Pump 32.8 HSPFS.20 Area Weighted Average SHGC: 0.282 8. Floor Types Insulation Area 14.Hot water systems a.Electric Cap:40 gallons a.Slab-On-Grade Edge Insulation R�.O 741 W R EF.0.92 b.Floor Ow Oho Space R=0.0 735.00 M b. Conservation features a other(see details) R= 35.00ft- None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building k-tHE Srt Construction through the above energy saving features which will be installed(or exceeded) G = FO in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: �j Date: Address of New Home: y9 RWV,4 W City/FL Zip: 3 ZZ33 •�000 Sk��e '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. 5/2lf2017 3:07 PM EasgyGauga®USA-FlaRss2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS. Lot 7 Donmr Rd Permit Number: Atlantic Beach,FL, MANDATORY REQUIREMENTS See individual code sections for full details. X 401.3 Energy Performance Level(EPL)display read(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 approve 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 Bre energy perfa mance level and efficiencies of components installed in a dwelling unit.The building official shall very that the EPL display card completed and signed by the Wilder 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. X R402A Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with Me requirements of Sections R40P.1 through R402AA X R402.4.1 Building thermal envelope, The building thermal envelope shall comply with Sections R402.4.1.1 and R402 4.1.2.The seeing methods between dissimilar materials shall allow fa differential expansion and contraction. 11402.4.1.1 Installation.The components of the building Memnal envelope as listed in Table R402 4.1.1 shall be insuretl in accordance with Me manufacturers instructions and Me craft listed In Table 402.4.1.1,as applicable to the method d construction, Where required by the code official,an approved third parry shall inspect all conponers and vent'compliance. 11402.4.1.2 Testing. The building or Messing unit shall be tested and verified as haWg an air leakage rate of not exceeding 5 air changes Par hour in Climate Zanies t and 2,and 3 air changes per hour in Climate Zones 3 through S.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by Me code official,testing shall be conducted by an approvN third party.A written report of results of the test shall be signed by the path conducting the test and prodded to Me code official.Testing shall be performed at any time after creation of all penetrations of the briding thermal envelope. Dunng testing: 1.Exterior windows and doom,fireplace and stow:doom shall be closed,but not sealed,beyond Me intended weatherstripping or older infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdre0 and flue dampers shall be closed,but not Wood beyond intended infiltrstion control measures: 3.Interior Mom.if hall at the time of the test,shall pe Open; 4.Exterior doors for continuous w ntilabon systems and heal recovery wenfilators shall be closed and sealed; 5.Heating and coding systems,if installed at Me time of the last,shell be tamed off:and fi.Supply and return registers,if installetl a the time of the test,shall W fully open. X 11402.4.2 Fireplaces.New wood-burning fireplaces shell haw,tight-fitting flue dampers and outdoor combustion air, X R402.4.3 Fenestration air IeakageYYndows,skylights and sliding glass doom shall haws an au infiltration rete of no more Man 0.3 cfrn per square foot(1.5 Usm2),and swinging doom no more Man 0.5 dm per square foo[(2.8 Usmm2),when WSW according b NFRC 4000 AAMANdDMAICSA 101A S 2IA4a0 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and tions. X R402.4.4 Recessed lighting. Recessed luminaires insi in the building thermal envelope shall he sealed to limit air leakage between conditioned and uncondMoned spaces.All recessed luminaires shall be IC-rated and labeled as hating an air leakage Who not more Man 2 0 ctro(0 944 Us)when tested In accordance with ASTM E 283 e a 1.57 psf(75 Pa)pressure differential.All recessed IummaVes shell be sealed with a gasket or caulk between Me housing and the interior well or doing covering. X R403.1.1 Thermostat provision(Mandatory)At least one themmostet shall be provided for each separate heating and cooling system. X R403.1.3 Heat Pump supplementary heat(Mandatory)]-had pumps having supplementary eleclno-resistance heat shall have contrals Mat, except during defrost,prevent supplemental heat operation when Me heat pump compressor can meet the heating bad. X R4032.2 Seeing(MandatoryfJi ducts,or handlers,and fiber boxes and building candies the form Me primary air containment passageways he air disthbuAon systems shall be considered ducts and plenum chambers,shall be constructed]and sealed in accordance with Section 0403.2 7.2 of Me Commercial Provisions of this code and shall be shown fa meet duct tightness ope ns by pastaonstruction or rough-in testing below. Dud tightness shall be ward by testing M Section 803 of the RESNET Standards by either an energy rater ceNfied in accordance with Section 553.99,Florida Spectra,or as authodred by Florida StaWles,to be-substentially leak free'by either d Me following'. 1. Post-construction[est Tote leakage shall be lass Man o equal to 4 chn(113 Umin)pa 100 square feet(9.29 m2)of condltlamo floor area when tasted at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturers air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. ROughmin cast:Total leakage shall be less than or equal b 4 cff(113 Limn)per 100 square fed(9.29 m2)of condi rtr ed floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including Me manufacturer s or handier enclosure.All registers shall be teped or otherwise sailed dung the fast If the air handler is not installed a the fife of the test,total leakage shall be less than or equal to 3 chi(85 Umin)per 100 square feed(9.29 m2)of cadliared floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirety within tie building eneel xpe. 2. Duct testing is not mandatoryfor buildings complying by Section R405 of this code. 8111/2017 3:07 PM EnegyGauga®USA-FlaRes2014 -Section R4 A.1 Complt Page 1 of 3 FORM 8405-2014 MANDATORY REQUIREMENTS - (Continued) X R403.2.313ullding Cavities(Mandatory). Building framing cavities shall not be used esductsm plenums. X R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying Buds above 105•F(41°C)or below 55-F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall he provided with an automatic or readily accessible manual switch Mat can Wm off the hot-water ciroulating pump when the system is net in use. X R403A.3 Heat traps(Mandatory). Skrage water heaters not equipped w4h integral heat traps and having vertical pipe news shall have heat Maps Installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat Map or a downward and upward bend of at least 3'4 inches(89 mm)in the hot water distribution line and mid water line located as close as possible to the storage tank. X R403.4.4 Water heater efficiencies(Mandatory). �( R403.4.4.1 Storage water heater temperature controls R403.4.4.11 Automatic controls. Service water heating systems shall be equipped slut automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature sidings for the awarded use.The minimum temperature setting range Mail be from 100-F to 140-F(38.0 d 60'C). R403.4.4.1.2 Shut down. A separate switch or clearly marked circuit breaker shall he provided W permit the power supplied to eal service systems to be turned off.A sultanate valva shall be provided to permit the energy supplied to the main burners)of combustion types of service water heating systems to he lamed off. X R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum ef8cleneies of Table C404.2 In Chapter 4 of the Florida Building Coca Energy Conservation,Commercial Provisions,for the type of equipment Installed.Equipment used W provide heating functions as pan of a conso aeon system shall satisfy all stated requirements fm the appropriate water heating category. Solar water heaters shall met the mums Section R403.4.4.2.1. 11403.4.4.2.1 Solar water heating systems.War 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 when ISO Standard 9806,Test Methods ler Solar Collectors,and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Teat Protocol,Collectors in installed solar water heafing systems should meet Me following crilena: 1. Be instelled wiM a tilt angle between 10 degrees aM 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees citrus south. ❑ R403.6 Mechanical ventilation(MaMatory).The building shall be provided wit ventilation Mat meets the requirements of the Florida Building Cade,Residential or Florida Building Cose,Mechanical,as applicable,or wit other approved means of ventilation.Outdoor air intakes and exhausts shall have automatic or gravity dampers Mat close when the ventilation system is not operating. X R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. X R403.6.1 Equipment sizing. Heating and cooling equipment shall he suted in accordance wit ACCA Manual S based on Me equipment loads calculated in accordance with ACCA Manual J or other approved healing and cooling calculation methodologies,based on bolding bads for the directional orientation of the buiking.The manufacturer and modal number of tis oukoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capac es at the design conditions described In Section R302.1. This code does not allow designer safety factors,provisions for future expansion or star factors which affect equipment sizing.System sizing calculations shall not include base created by tical intermittent mechanical ventilation such as standard kttchen and bathroom exhaust systems. 11403.6.1.1 Cooling equipment opacity. Coding only equipment shall be selected so that its total cepedty,is not less than the calculated total load,but not more Man 1.15 mass greater Man the total load calculated according W Me Procedure selected In Salmon 403.6,or me closest available size provided by Me manufacturers product lines.The corresponding latent capacity of the equipment shall trot be was Man the calculated latent Intl. 512112017307 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compli Page 2 of FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) X 8403.6.1.1 Cooling equipment capacity.(continued) The published wkm for AHRI total capacity is a nominal,rating-lest 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 temperahre for he load calculation(o entering water temperature for water-source equipment),the blower ctrn provided by the expanded performance data,the design value for entering welt bulb temperature and Me design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be M Me indoor dry bulb and relative humidity used for Me load calculation and shall be adjusted for Mum side gains it the return cubits)IS installed in an unconddioned space. Exceptions: 1. Attached single-and multifamily residential equipment sizing may be selected so that its coding capacity is less Main the calculated Intel sensible load but not Was Than W percent of that bad. 2. When signed and sealed by a Florida-registered engineer,in attached single and multi-family units,the capacity of equipment may W sped In accordance with good design practice. 'X R401.6.1.2 Healing equipment capacity R4W.6.1.2.1 Heat pumps. Heat pumps spirg shell be based on Me,coding requirements as calculated according b Section R403.6.1.1 Shot the heat pump btel cooling capacity shah not be more than 1.15 times greater than the design cooling bad. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be Sized within 4 kW of the design requirements calculalatl according h the procedure selected in Section R403 6.1. R403.6.1.2.3 Fossil fuel heating equipment Tbe capacity of fossil heel heating equipment w natal daft a mpheric burners shall not be less Man the design load calculated in accordance wah Section R403.6.1. X R403.6.1.1 Extra capacity required for special occasions. Residences requiring excess coding or healing equipment capacity on an Intermttent basis,such as anticipated additional bads caused by major entertainment ewnls,shall have equipment sized or controlled to prevent continuous space coding or heating within that space by one or more of Me telbwing options: 1. A separate cooling or beating system is utilixot to provbe coding or healing to the major entertainment areas. 2. A variable capacity system sized for optimumperformance during base bad periods is utilized. ❑ R403.1 Systems servingmuMple dwelling unto(Mandatory). Systems sewing multipledwelling units shall oomply with Sections 0403 and C404 of the Commercial Provisions m lieu of Section R403. ❑ 8403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy eervice to the building,shall include automatic controls capable of shading off the system when the pewmenl temperature is repave 55°F,and no precipitation is falling and an automatic or manual control that coin allow Snubby 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 bgmund spas shall be as specified in Sections 8403.9.1 through R403 9.3 and in accordance with ANShAPSP-15.The energy requirements for portable spas shall be in accordance with ANSRAPSP-14. O R403.9.1 Pool and spa heaters. M pool heaters shall be equipped with a readily accessible orroff swRch that is mounted outsote the heater to allow shutting off the heater without adjusting Me thermostat salting. R403.9.1.1 Gas and otl-fired pool and spa heaters. All gas-act oilfired pool and space heatersshag have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accomance with ANSI Z 21.56.Pod heaters Orad by manual gas or LP gas shall not have continwusty burning pilot lights. R403.9.1.2 Heat pump pod heaters. Heat Pump pool heaters shall have a minimum COP of 4 0 when tested in accordancewith AHRI 1180,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to w:rify procedure compliance.Geothermal swimming pool heat pumps are not requiretl to meet this standard. O R403.9.2 Time switches. Time switches or other control metol that can automatically tum off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and moors that have britt in timers shall be daemetl in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operstions. 2. Where pumps are required b opeaM soler-antl waste-heat-recowry pool heating systems. 3. Where pumps are powered exclusively from on-sfte renewable gemination. O R403A.S Coven. Heated swimming pools and ingrouM 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 pooh derrvag ower 70 percent of Me energy for hearing from site-recovered energy,such as a heat pump or sitar energy source computed oar an aperefirg seesoo. X RR404A Lighting equipment(Mandatoryl. 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 Righting fixtures shall contain only,high efficacy lamps. Exception: Low-voltage Ighting shall not be required to union hghemcacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not haw continuously buMng plot lights X R405.2 Performance ONLY. All ducts not entirely inside Me building Memel envelope shall be insulated te a minimum of R-6. X R4052.1 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 haw sufficenl space,R-10 is allowed, 5/21=1 7 3:0]PM EnergyGauge®USA-FIaRee2014 -Section R405.4.1 Compli Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Toownhous,1,Lot 7 Donner Rd Builder Name: Shoat Lot 7 Donner Rd Permit Office: Atlantic Beach City,Slate,Zip: Atlantic Beach,FL, Permit Number: Owner Jurisdiction: 261100 Design Location: FL,MAYPORT NS 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_ X 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/soft shall be aligned with the insulation and any gaps in the air barrier shall be sealed. X Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers 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- X Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and X Rim joists Rim joists are insulated and include an air barrier. X Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside X and cantilevered floors) of subficor decking. The air harder 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_ X Exposed earth in unvented crawl spaces shall be covered with a Class I Shafts, penetrations Duct shafts,utility penetrations,and flue shaft openings to exterior or X unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fn, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity X spaces. Garage separation Air sealing shall be provided between the garege and conditioned spaces. X Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be X 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 confomns to X available space shall extend behind piping and wining. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air X 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. X HVAC register boots HVAC register boots that penetrate building thermal envelope shall be X sealed to the subAcor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have X Basketed dcors 52112017 3:07 PM EnergyGauge®USA-FlaRe,2014 Sioucn R,105.4.1 Compliant Software Page 1 of 1 g Project Summa Job: wri htsoft 1 Summary Date: 5121117 Entire House By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonwk,FL 32223 Phone:904 268 3670 Fax 904-2863610 Erman Ms faeCgrrertcom Project Information For. Townhouse 1 Lot 7 Donner Rd,Atlantic Beach Notes: D- Werther Maryport Na, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 75 °F Design TO 30 °F Design TO 19 °F Daily range L Relarrve humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 13713 Btuh Structure 15728 Btuh Ducts 6187 Btuh Ducts 9200 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19901 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 24929 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) structure ts 13481 964 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(fie) 1511 1511 Equipment latent load 5445 Stub Volume(ft-) 14754 14754 Air changesthour 0.46 0.20 Equipment total load 30373 Btuh Equiv.AVF(cfm) 113 49 Req.total capacity at 0.70 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL;AMANA DISTI... Trade GOODMAN;JANITROL;AMANA DISTI... Model GSZ140361K Cord GSZ140361K AHRI ref 7995253 Coil ARUF37C14A AHRI ref 7995253 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 24220 Btuh Heating output 32800 Btuh @ 477 Latent cooling 10380 Btuh Temperature rise 26 °F Total cooling 34600 Btuh Actual air flow 1153 cfm Actual air flow 1153 cfm Air flow factor 0.058 cWBtuh Air flow factor 0.046 cfMBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point= 27 °F Backup: Input= 6 kW, Output= 18805 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ID1TWI-2115 W:10 WrIQ11[SOIt" RghlSi ila®Uheasa13017 IT 017 RSU170. pass 1 ual J.Toierh a 1,Lot 7 Dpvrtr Rd,Ad ach.are Cale=MM Fmnt Dox Yves. S wri9htsoftManual S Compliance Report Job: Date: WIM7 Entire House By: M.Ellis Energy Design Systems, Inc. 11727 endy Rd,Jacksonmit, FL 32123 Plwne.90d-2 W70 Fm:9n4-36EI 9670 Ented e0s jw@gnol cam Project Information For. Townhouse 1 Lot 7 Donner Rd,Atlantic Beach Cooling Equipment Design Conditions Outdoor design DB: 94.4"F Sensible gain: 24929 Btuh Entering coil DB: 77.9°F Outdwrdesign WB: 77.4"F Latent gain: 5445 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 30373 Bluth Indoor RH: 50% Estimated airflow: 1153 cfm Manufacturer's Performance Data atActuat Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ARUF37C14A Actual airflow: 1153 cfm Sensible capacity: 24220 Btuh 97%of load Latent capacity: 10380 Btuh 191%of load Total capacity: 34600 Btuh 114%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 38.1'F Heat loss: 19901 Stun Entering coil DB: 67.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ARUF37C14A Actual airflow: 1153 cfm Output capacity: 32800 Stub 165%of load Capacity balance: 27 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1153 cfm Output capacity: 5.5 kW 94%of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 201AMay-21 15:09.10 wrightSOft" Rlghl-Su0Ng Urnertal 2017170.17 Rsu17as7 Pagel ACCK ual ATwmMuse 1,Lot 7 Donner Rd,An B hhip Cak=MY Fmnt Doo,Yces: 8 H tst Floor Living MI 116 cfm 116 cfm 6 ' 6 ' Di 'ng fm cfm 6 "-- owder 4 " 61 cfm 6 " 12 " Sup Riser Kitchen 12 " 166 m Job M Exclusively for the use of: Scale: 1 : 65 Performed for: Pape 1 lownfwus°1 Nick's Solar B Air Ey stems Right-Suited Univmeal 2017 Lot 7 Donner Rd 17.0.17 RSU17457 Atlantic Beach 2017- ay21 15:10:24 _.1.Lot 7 Donner RC.Atl Bch.0 p 2nd Floor Bath 2 Bed 3 92 c 158 cf 471 m 4 " 6 " Bed 2 1 c 6 " ' Ha 8 " 12 ' 4'" h 1 4 ' 40 8 40 cfm 8 cfm 6'' A11Sup Riser 2 " Bed 1 Job #: Exclusively for the use of: Scale: 1 : 65 Performed for: Page Im"houx i Nick's Solar 8 Air Systems R,htSla uite6 Unlveal 2017 Lot 7 Donner Rd 17.0.17 RSU17457 Atlantic Beach 2017-May21 15:10:25 ... 1,Lot 7 Donner Rd,At Bch.up +!+ wrightsoft Duct System Summary Dade Entire House By: Exclusively for the use of: Nmk'S Saar 8 AV Sys@mt Project Information For: Townhouse 1 Lot 7 Donner Rd,Atlantic Beach Heating Cooling Erdemal static pressure 0.10 In H2O 0.10 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/return available pressure 0.072/0.028 in H2O 0.072/0.028 in H2O Lowest friction rate 0.051 in/100ff 0.051 iNi00fl Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 198 It Supply Branch Detail Table Design Htg Clg Design Diann H x W Duct Actual Ftg.Egv Name (Stun) (cfm) (cfm) FR (in) (in) Mall Ln(ft) Ln(ft) Trunk Beth c 1093 38 40 0.055 4.0 Oxo VIFx 27.4 105.0 st2 sem to c 1093 38 40 0.056 4.0 Ox 0 MFx 231 105.0 st2 semi c 2503 89 92 0.054 4.0 Oxo VIFx 29.0 105.0 st2 Bed t c 5050 179 185 0.054 6.0 Ox 0 VIFx 28.5 105.0 st2 Bal 2-A c 3869 132 142 0.058 6.0 Ox 0 MFx 20.2 105.0 st2 Me A c 4294 150 158 0.055 6.0 Ox 0 VIFx 26.6 105.0 st2 o:u,a In 1499 57 53 0.055 &0 Oxo VIFx 26.4 105.0 all one" In 1499 57 53 0.057 &0 Ox 0 VIFx 21.4 105.0 sit xxaewa In 4426 166 1590.056 &0 Ox 0 VIFx 24.8 105.0 st1 ❑«w h 3055 116 110 0.051 6.0 Ox 0 VIFx 37.5 105.0 sti uwea In 3055 116 110 0.051 6.0 Ox 0 VIFx 35.8 105.0 st1 racer In 1595 61 59 0.057 4.0 Oxo VIFx 21.9 105.0 all SupplyDetail Table Htg Cig Design Via. Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (n) Material Trunk all Peak AVF 575 543 0.051 732 12.0 0 x 0 VinlFix st2 Peak AVF 625 657 0.054 836 120 0 x 0 1 MnlFlx arsxr•:arwa sw•awn manaay owrrxnen .K~.A H+F wrightsoft' T 18UItaa Unn lwaIM1i 9V 9 L. RsuA51 zo1T.Mar n 1Ragi Page _.ual n1TwmM1ouse 1,Lot 7 Domer Rd,All&Rmp Cak=Mb fcw: a Return Branch Detail Table Grille Htg Olg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (fl) FR (fpm) (n) (n) Opening(in) Met Trunk 7b5 ox 0 98 99 35.1 0.077 283 80 ox 0 VIFx rb4 ox 0 347 344 34.50.081 995 &0 ox 0 VIFx Wox 0 284 288 43.4 0.054 825 8.0 ox 0 VIFx Wox 0 471 469 55.0 0.051 1348 8.0 Ox 0 MR NY uealnbicww:l.a.e..a awawow.mm� WrtghtSGftRpM-SulleA U�iaea IM17170.17 RSUIM7 2017-Ma,-21151014 Papa] ual D\ToxMwee 1,lM 7 Dmrer Rd.NII BCO.rup Calc=MA 4cee: 5 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 ❑ 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, a-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) ❑ Mandatory Requiraments(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) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) 5/2112017 3'15:43 PM EnergyGaugW-USRCSB v5.1 Page 1 o(1 OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Townhwx 2,Lot 7 Donn Rd Budder Name: Sheet: Lot 7 Donner Rd Perm4Office'. Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdktbn: 281100 Design Location: FL,MAYPORT_NS County:: Duval(Flo is Chianti Zone 2) 1. New construction or existing New(F.Plans) 9. Well Types(24M.9 sgfi.) Insulation Area 2. Single family or multiple family Mulfffamily a.Frame-Wood,ExOaior R=19.0 1429.80 IF b.Frame-Wood,Common R=19.0 833.10a' 3. Number of units,If mdbpla family 1 c.Frarre-Wood,Adjacent R=19.0 144.001 4. Number of Bedrooms 3 d.WA R- Inx 5. Is this a worst cam? No 10.claims Types (776.0 "It) laWn A. a.Under Aft(vented) R=38.0 718.00IF 6. Conditioned floor area above grade(W) 1511 b.WA R= a Conditiomol floor area below grade(ft) 0 e.WA R= fl 11.Ducts R a 7. Windmxs(130.5 acts) Description Area a.SUP:MOT Ret Attic,AH:2nd!Floor 8 198.433 a. U-Factor Dbl.U=0.34 82.501 SHGC: SHGC�0.30 to U-Pactac Did.U=0.55 48.00 W 12.Cooling systems Master Efficiency SHGC: SHGC=0.25 a.Central Unit Me SEER 14.00 c. U-Fa.Wr: WA ft SHGC: 13.Vesting systems klitwhr Efficiency d. U-Factor: WA W a.Elactnc Heat Pump 32.8 HSPF:8.20 SHGC: Area WegMed Average Overhang Depth. 4.259 R Area Weighted Average SHGC: 0.282 14.Hot weer sysems a.Electric Cap:AID gallons 8 Floor Types (15110 sgft.) Insulation Area EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 741.001 ti. Conservation features b.Floor Over Other Space R=0.0 735.00 W None c,other(am devils) R= 35,00 IF 15.Credits Hone Glass/Flocr Area: 0.088 Total Proposed Modified Loads: 37.14 PASS Total Baseline Loads: 40.87 1 hereby certify that the plans and specifications covered by Review of the plans and OFT11E STg7A this calculation are in compliance with the Flonda Energy specifications covered by this y „ _ - • Off, Code, calculation indicates compliance y =`-•, �C Ryan B.FAA with the Florida Energy Code. n D� PREPARED BY: Y•' Before construction is completed DATE: n117 this building will be inspected for V compliance with Section 553.908 I hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energy Co q a�COU WIE OWNER/AGENT BUILDING OFFICIAL: DATE: a` /-a DATE: 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 an envelope leakage teal report in accordance with R402.4.1.2. 521/2017 3:15 PM EnergyGauge®USA-FWRe.2014 Section R405 4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Townhouse 2,LM 7 Donner RE Be .: 3 Address Type Street Address Braking Type: User Corkidaned Area: 1511 Lot# Owner. Total Stories: 2 BlocldSubDmision: #of Units: 1 Worst Case: No ftfflook: guider Name. Rotate Angle: 0 Street: Lot 7 Donner Rd Permit Office: Atlantic Beach Cross Venblatlon: County: Dwal Jurisdiction: 2611M Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Multifamily FL, NewlExisting: Naw(From Plana) Comment CLIMATE / IECC Design Temp Int Design Temp Heatlrg Design Daily Temp V Design Location TMY Site Zone 97.5% 2,5% Winter Summer Degree Days Molshm, Range FL,MAYPORT NS FL_MAYPORT_NS 2 39 N 70 75 1037 61 Medium BLOCKS Number Name .--_ Arra Volume _ 1 Slockt 1511 147% SPACES Number Nemo Amo Volume Kitchen Ooopants BMmome InN ID Finished CmYC Healed 1 1st Floor 741 8889 Yes 2 0 1 Yea Yes Yea 2 2nd Floor 770 8065 No 3 3 1 Yee Yes Yes FLOORS At Floor Type _ space Perimeter Perimeter R-Value Area Jaid R-Value Tse Wood Carpet 1 Slab-On-Grade Edge Insulabol 19 Floor 121.66 0 741 f — 0 0 1 2 Rolxd Flow 2nd Floor _ — 35 f 19 0 0 1 3 Flow Ow Other Space 2nd Floor _-- _ 735W 0 0 0 1 ROOF Roof Gable Roof Solar SA Emift Emk Deck Pitch # Type Materials Area Area Color Absor. Tested Teatei Insul. (dog) 1 Hip Composbon shingles 868 fN off Medium 0.96 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Neo RBS IRCC 1 Ful altic Vented 300 7701 H N 52112017 3:15 PM EnegyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 i FORM R405-2014 CEILING Gail ._Space R-Value _ Ins Type Area _ Framing Frac Three Type I Under Attic(Vented) _ 1st Floor 38 Blown 6fI' 0.11 Wood 2 Under Attic(Vented) 2nd Floor 38 elown 770 k' 0.11 Wood WALLS AdjacentCarBy WidN Height Sheathing Fawning Soler Bel. _ 1 S Garage Frame-Woad tel Flan 19 16 9 1MA IN 0.05 0.170000 0 2 S Exterior Frame-Wood tat Flour 19 1 9 9.0 fF 0.05 0.170000 0 _ 3 E Exterior Frame-Woad 1st Floor 19 43.8 9 394.28 0.05 0.170000 0 _ 4 N E.WW Frame-Wood tat Floor 19 17 9 153.0 tN 0.05 0.170000 0 5 W Neighbor Frame-Wood tat Floor 19 43.8 9 394.2W 0.05 0.170000 0 - 6 5 Exterior Frame-Wood 2nd Floor 19 18.7 10.5 198.4 M 0.05 0.170000 0 _ 7 E Exterior Frame-Wood 2nd Floor 19 43.8 10.5 459.9IP 0.05 0.170000 0 8 N ExuaiW Frame-Wood 2nd Floor 19 18.7 10.5 196.48' 0.05 0.170000 0 9 W Neighbor Frame-Wood 2nd Flocr 19 418 10.5 43E11 0.05 0.170000 0 10 W Exledor F.-Wood 2nd Floor 19 2 10.5 21.08' 0.05 01 0 DOORS Is Grist Door Type Space Scams U-Value HOW Area �Wkth In ( In _ 1 S Wood tat Floor None .48 2.7 6.7 18.1M 2 W Wood 1st Floor None .46 3 8 248' WINDOWS Orientation sham is are,entered,Proposiel orientation. / WON Overhang V p Oft ID Frxne Pan. NERC U-Factor SHGC Area Depth Separation Int Shade Screening _ 1 E 3 Yxryl L EDouble Yes 0.34 0.3 37.58' 1.580 in 10.6801 Dralpasi None _ 2 N 4 Vinyl Low-E Double Yes 0.55 0.25 48.08' 9801n 180In DrapeMblinds None 3 S 6 Vinyl Low-E Double Yee 0.34 0.3 15.0M 1.5801n 1.680 in Drapeelhlinds None 4 E 7 Vinyl L EDouble Yea 0.34 0.3 15.0W 1.580in 1.680 in Drapishiinds None 5 N 8 Very1 Low-E Double Yes 0.34 0.3 15.08' 1.580 in 1.680 in DrapevDllnds None GARAGE • Floor Ane, C by Amo Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 3428' 3428' 41.5 It 9fl 1 INFILTRATION e Socpe Mail SLA CFM 50 EIA EqL ACH ACH 50 I WhdNwree Proposed ACH(50) .00031 1229.5 67.5 126.94 2941 5 5/212017 3'15 PM EnagyGaugi USA-FlhiRes2014 Section R436 4A Compganl Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Diets 1 Electric Heat Pump Nate HSPF:8.2 32.8 k8bdhr 1 eyW1 COOLING SYSTEM 77 # System Type Subtype Eficloncy Cepaolly Ale Flow SHR Slack Ducts 1 Central Unit None SEER:14 US k6belr 1038 chn 0.75 1 sys#1 HOT WATER SYSTEM % System Type SubType Location EF Cap Use SetPot Conservation 1 Electric None let Floor 0.92 40 gal 60'a1 12C deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage CM # company Name System Model# Cdleclor Model# Area Volume FEF None None W -.. DUCTS / —Supply —Retum— Ab CFM 25 CFM25 HVAC# V # LocaBon WValue Area Location Arm Leakage Type Hander TOT OUT ON RLF Heal Cad 1 _- Adc 6 1g8.43f Alec 75.55 IF Default Linkage 2nd Floor (Delei#t)c(Delauk)c 1 1 TEMPERATURES Pngromadeossing [�[T��hermmtet:11N [�[��JJ]] CMar Aprl{aling Fain: {MayDD901 `JunD(71 JulI[X�� [[Xj� t(�J1 Not, ��%]J Hmng 11Jim DD Feb Nle f>�� 11 ay [ IJun IIJul 11Aag IISW Oct 1^I N' IIDec D. Venting 1 Jen I 1 Feb Mer l Jun Thermostat Schedule: HERS 2008 Reference Hous Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Coding(WO) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Coaling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heabng(WD) AM 68 68 68 68 fill 68 SB fib 68 68 68 68 PM 68 68 fie 68 68 68 68 68 68 68 68 68 Heaing(WEH) AM 68 68 68 fib 68 68 68 0 88 68 68 68 PM 68 68 68 68 68 68 Be 68 68 68 68 68 5121/2017 3:15 PM EmrgyGauge'A USA-FlaRes2014 Section R405.4A Complaint Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 91 The lower the EnergyPerfonnance Index,the more efficient the home. Lot 7 Donner Rd, Atlantic Beach, FL, 1. New construction or insisting; New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Mulb-family a.Frame-Woo,Exterior R=19.0 1429.808' b.Freme-Woo,Common R=190 833.108' 3. Numbs of units,if multiple family 1 c.Freme-Wood,Adjacent R=190 144.00W 4. Number of Bedrooms 3 it.NIA R= IF 5. Is this a worst case? No 10.Calling Types Insulation Area a.Under ANc(Vented) R:38.0 776.00 ft' 6. Conditioned Som area(M) 1511 b.NIA R= ft 7. Windows" Description Area c.WA R= 8 a. UFactor: Dbl,U=O.M 825e 0 ft 11.Ducts R 8 .Sup:Attic,Rel:Attic,AH:2ntl Flom 8 198.43 SHGC: SHGC=0.30 b. U-Factor: DA,U=0.55 48.00 fl SHGC: SHGC=025 12.Cooling systems kalwts Efficlervy c. U-Factor WA fit a.Central Unit 34.8 SEER:14.00 SHGC: d. U-Fads[ NIA e' 13.Heating systems k5tulhr Efficiency SHGC: a.Electric Heat Pump 32.8 HSPF:8.20 Area Weighted Average Overhang Depth: 4.259 R. Area Weighted Average SHGC: 0.282 8, Floor Types Insulation Area 14.Hot water systems C 40 flagons a.Slab-On-Grade Edge Insulation Rib 741.008' a.Electric EF:0.92 b.Floor Over Other Space R=0.0 MOOT c.When(see details) R= 3&00 112 N b. Conservation features 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building DF(NE 5T4j� Construction through the above energy saving features which will be installed(or exceeded) - _ O u In this home before final inspection. Otherwise,a new EPL Display Card will be completed - r based on installed Code compliant f Builder Signature: Date: ,5—/3D(1 7 Address of New Home: y9 J7ANNA4eA A City/FL Zip: qj 37J _ *Q.�G13WEt�s, *Note: This is not a Building Energy Rating. If your Index is below 70, your home may quality 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 erlergygauge.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. 52112017 3:15 PM EnergyGaugeA USA-Ralk"2014 -Section 8405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Let 7 Donner Rd PemN Number: Atlantic Beach,FL MANDATORY REQUIREMENTS See individual code sections for full details. X 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy perhmnance level(EPL)display card be completed and combed by the bulkier W be accurate and correct before final approval of Ort building for occupancy.Retitle law sed ion 553 9085, Florida Statues]requires the EPL display cam to be Included as an addendum to each sales contract for bom presort and nonpresoW residential buildings. The EPL display cam contains Information indicating the energy performance late[and efficiencies of components installed in a dwelling unit.The building official shall verify mal the EPL display cam completed and signed by he builder accurately refledts the plans and specifications submitted to demonstrate compliance for the building.A copy of Me EPL display cam can be found in Appendix C. X R402,4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with Me requirements of Sections R402.1 through R402.4 4. X R402.41 Building thermal envelope. The bWWing thermal envelope shop comply with SecEons R402.4.1.1 and R402.4.1 2 The sealing methods between dissimilar materials shall allow for differential expansion and connection. 0.402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shell be installed in accordance with the manufacturers Ins"cWs and Me cmeria lluted in Table 402.4.1.1,m applbabu W Me mahnd a construction. Where required by the code official,an approvetl hard party shall inspect an components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified!as hang an air leakage rale of rot exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air charges per hour in Climate Zones 3 through 8.Testing shalt be conducted with a blower door at a pressure of 0 2 inches wig.(50 Pascals).Where required by the code official,testing shall be conducted by an approved mind party.A written report of Me hours of me lest shall be signed by the part conducting the Wont and pmvWad to Me code official.Testing shall he penromred at any time after creation of all penetrations of the building thermal envelope. During testing: 1.ExWber windows and doom,fireplace and stove doors shall he closed but not sealed,beyond the intended weatherstripping or other infiltration coined measures; 2.Dampers includirg exhaust,intake,makeup air,backdraft and flue dampers shed be closed,but not sealed beyond intended InMtratlun control measures; 3.Interior doom,if installed at the time of me cost,shall he open; 4.EMericr doers for continuous ventilation systems art heat recovery ventilators shall be closed and sealed: 5.Heating and coding systems,if installed at the time of Me test,shall be turned off;and 6.Supply and return registers,if installed at this time of the test,shall be Wily open. X R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. X 8402.4.3 Fenestration air IeakageWindows,skylights and sliding glass doom shall have an air Insbalion rete of no more Man 0.3 cl n per square feet(1.5 Uam2),and swinging doom no more Man 0 5 ctrm per square foot(2.6 Js/m2),whom tested according W NFRC 400 or AAMAIWDMP/CSA 101h S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: She-buil windows,skylights and doom 'X 8402.4.4 Ree ased lighting. Recessed luminaires installed In the building thermal envelope shall be sealed W limit air leakage between cendiponed and unconditioned spaces.All recessed luminaires shall be IC-hated and labeled es having an air leakage rate not more than 2.0 cfim 1119"Us)wren tested In accordance wpm ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall he sealed with a gasket or caulk between to housing and Me interior wall or ceiling covering. X R403.1.1 Thermostat prevision(Mandatory)At least one tllerrtestat shall be provWed for each separate heating and cooing system. X R403.1.3 Heat pump supplementary West(Mandalory)Hmt pumps having supplementary electric-resistance hes shad have commis the, except during defrost,prevent supplemental heat operation when the heat pump compressor can mea the heating had, X R403.22 Seeing(MandaoryMl ducts,air handlers,and tiger boxes and Wilding cavities Mat form the pnm r,air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall he constructed and sealed in accordance win Section 0403.2.7.2 of the Commerdal Provisions of Mis code and shall be dawn W meet duct tightness orders by poatconstruction or rough-in testing below. Dud tightness shall be welded by testing to Section 803 of the RESNET Standards by either an energy rater caned in accordance with Section 553.99,Fbdda Statutes,or as authoriaad by Florida Branum,b be'substantially leak free"by either of the following 1. Postcommuction rest:Trial leakage shall he less than or equal W 4 din(113 Umm)per 100 square feet(9.29 m2)of conditioned floor area when Wood at a pressure difreremial of 0.1 inches WS (25 pts)across the some system,Including the manufacWre/s air handler enclosure.All register boos shall be coped or otherwise sealed during the lest. 2. RoughJn test:Total leakage shall be less Man or equal to 4 elm(113 Umin)per 100 square feet(9.29 m2)of condaoned floor area when tested at a pressure differenpal of 0.1 inches w.g.(25Pa)across Me system,including the manufacturers air handler enclosure.All registers shall he hoped a otherwise sealed during the last If the air handler is not installed at the time of Me test,foul leakage shall be less Man or equal W 3 chi(85 Umin)per 100 square feel(9.29 m2)of condNored floor arca. Exceptions: 1. The Intal leakage fest is not required for ducts and air handles located entirely within Me building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this cede. 5212017 3:15 PM EnegyCaauge®USA-Flefles2014 -Section R4 A.1 Compli Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) X R403.2.3 Building Cavities(Mandatory). Building Mining cavities shell not be used as ducts or plenums. X R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluke above 105F(41 V C)or below 55-F(13•C)shall be Insulated M a minimum of R-3., R403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory), Circulating hot water systems shall M provided with an adorcatic or readily accessible manual switch that can Wm off the hot-water circulating pump when the system is not in use. X R403,4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat haps and having vertical pipe risers shall haw:heat traps Installed on Loth toe inlets and pullets.External heat traps shall consist of rather a commercially available heat trap or a downward and upward bend of at least 3 R inches(89 mm)in the hot water distribution line and cold water line kcded as close as passible to the storage tank. X R403.4A Water heater efficiencies(Mandatory). �( R4lli Stwage water heater temperature controls RM3.4.4.1.1 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%miniature seting range and be from 100°F to 140-F(38-C to 60°C). R403.4A.1.2 Shut coven. A separate switch or a clearly marked circuli breaker shall be provided%permit the power supplied% electric service systems to M turned off,A separate valve shall M provided to permit me stogy supplied to him main burner(s)of combustion types of service water Mating systems to M turned off. X R403.4,4.2 Water heating equipment Water heating equipment installed in residentlel units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Cade,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 has"category. Sitar water heaters shall met the criteria Section R403.44.2.1. R403.4.4.2.1 Solar water heating systems.Solar systems for domestic but water production are a%d by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Carter Directory of Certified Solar Systems.Solar collectors shall M tested in accordance with ISO Starka d 9806,Test Methods for Solar Collectors,and SRCC Standard TMA Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria' 1. Be installetl with a lift angle between 10 degrees and 40 degrees of the trorizontal;and 2. Be installed at an orden%tion wfthln 45 degrees of true south. ❑ R403.6 Mechanical ventilation(Mandatory).The building shall be provided with ventilation Mat mea%IM requirements of the Florida Bulking Code,Residential or Flonda 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 vibration system is not operating. X R403.6 Heating and coding equipment(Mandatory). The following sections are mandatorytor cooling and Mating equipment. X R403.6.1 Equipment sizing. Heating and cooling equipment shall be sued in accordance with ACCA Manual S bated on me equipment leads calculated in accordance with ACCA Manuel J or other approved heabng and cooling calculation methodolog%s,based on building loads for the directional onentatmn of the bulking.The manufacturer and model number of the outdoor and indoor units(if Spun system)shall b,submitted along with me sensib%and total coding capacities at the design conditions described in Section R302.1. This code does not allow designer safety become,provisions for future expansion or other factors which affect equipment sizing.System string calculations shall not include loans created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.4.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that i%to%I capacity is not less than the calculated Mal load,but not more than 1.150mes greater then me trial load calculated according tothe procedure selected in Section 403.6,or fire closest avanable sue provided by the manufactureers product lines.The corresponding latent capacity of the equipment shall not M less than tive calculated latent load S121=173.15 PM EnergyGauge®USA-F%Res2014 -Section R4054.1 Compli Page 2 of FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) X R403.6.1.1 Cooling equipment Capacity.(continued) The published value for Al total capacity is a nominal,rating-test value and shall rot be used for equipment sizing.Manufacture's expanded performance data shall be used to select coding-only equipment.This sebctxrr shall W used to select cookngonly equipment This selection shall be based on the Outdoor design dry bulb temperature for Me load calculation(or entering water temperature for vxwr l rce equipment),the blower dm provided by the expanded performance data,Me 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 Me indoor dry bulb and relative humidity used for the bad 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 muitFamily residential equipment sizing may be seeded eo Mat its coding capacity is less Man the calculatetl total sensible bad but not ass Man W percent of MM bad. 2. When signed and sealed by a Florida-registered engineer,in attached singe-and muN-family units,the capacity of equipment may be sized in accordance with good design practice. 'X R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps smnig shell be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total coding capacity shall not be more Man 1.15 times greater Man the design cooling batl. R403.6.1.2.2 E[e We resistance Nmaces. Electric resistance furnaces shall W sized within 4 kW of the design rtquirements calculated according W Me procedure Selected!in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of foss)fuel hearing equipmentwgh natural draft atmospheric bum.shall not be ass than the design load calculated in accordance with Section R403.6.1. X 11403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anibeipated additional loads caused by major entertainment events,shall have equipment sized or controlled a prevent continuous space cooring or heating within Met space by one or more of the following Options: 1. A ceparate cooling or heating system is utilized to provide cooling or hearing to Me major entertainment areas. 2. A variable capacity system sized for optimum performance during base bad Periods is Wlized. ❑ 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. ❑ R4016 Snow melt system controls(Mandatory). Snow and ice-merong systems,supplied Mrough energy Service to the building,shah include automatic controls capable of shuMng off the system when the pmement temperature is above 55°F,and no Precipitation is being and an automatic or manual control that will allow shutoff when Me Outdoor temperature is above 40-F. ❑ R ID3.9 Swimming pods,inground spas and portable spas(Mandatory). The energy requirements for residential pools and ingromM spas shall be as specifietl in Sections R403.9.1 through R4 S.3 and in accordance with ANSIIAPSP-15.The energy requirements for portable spas Shall be in accordancewith ANSVAPSP-14. O R403.9.1 Pool and spa heater. All Pool heaters shah be equipped with a readily accessible on-off switch Mal is mounted outsbe the heater to allow shuterg off the healer without adjusting Me thermostat Swu g. 8403.9.1.1 Gus and oil-Prod pool and spa heaters. All gas-and oil-fired pool and space healers shall have a minimum Mental efficiency of 82 percent he heaters manufactured on or after April 16,2013 when tested in accordance with ANSI 221.56.Pod heaters Marc!by natural gas or LP gas shall not have continuously burning pilot lights. 11403.9.1.2 Heat pump pod heaters. Heat pump pool M1eaters shall have a minimum COP of 4.0 when tetrad!in accordance WiM AHRI 1180,Table 2,Standard Rating Conditions-Law Air Temperature.A fast report from an independent aboratory m required to verity procedure compliance.GeoMenmal swimming pool heat pumps are not required to meet this santlard. O R403.9.2 Time switches. Time switches or other control method Mat can automaecaly bum off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps-Heaters,pumps and motors Mat have bugt in timers shall be deemed in compliance with Mis equipment. Exceptions: • 1. Where public heats standards require 24-hour pump operations. 2. Where pumps are required to operate sell atm waslnhearmourvery pool heating systems. 3. Where pumps are powered exclusively from onsite renewable generation. O R403.9.3 Covere. Heated swimming pods and ilgroun i pernarently installed spas shall be equipped with a mpor-retardant comr On or at Me water surface Or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools derimg over 70 percent of tla enwrgy for heabng horn Slte-recamred energy,such as a heat pump M e r energy source computed over an Operating season. X RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent Of Me lamps in permanently installed lighting futures shall be hgM1cfficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-village liglrong shall not be requlre l to uslize high-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not ham continuously bumirg pilot lights X R405.2 Performance ONLY. All ducts not merely inside the building thermal emobps shall be insubad We minimum a R-6. X 84062.1 Performance ONLY. Ceilings shall have minimum muclabon of R-19.Where single assemby d Me exposed deck and bean type or concrete deck roofs do not have suMcent space,R-1015 allowed. 512112017 3:15 PM EnergyGauget USA-FbRes2014 -Section R4 A.1 Compli Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Townhouse 2,Lol7 Donner Rd Builder Name: StreetLot 7 Donner Rd Permit Office: Atlantic Beach City,State,Zip: Atlantic Beech,FL, Penna Number Owner. Jumaliction: 261100 Design Location: FL,MAYPORT NS 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- X 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. X 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 lop plate and the top or exterior walls shall be sealed. X Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows,skylights and doors The space between window/doorjambs and framing and skylights and X Rim'oists Rim joists are insulated and include an air barrier. X Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside X and cantilevered floors) of subficor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl Space walls Where provided in lieu of Boor insulation, insulation shall be permanently attached to the crawlspace walls. X Exposed earth in unvented crawl spaces shall be covered with a Class I Shafts, penetrations Duct shafts,utility penetrations,and Rue shaft openings to exterior or X unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fa,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity X spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. X Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be X 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 X available space shall extend behind piping and wiring. Shower/[nib on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air X 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. X HVAC register boots HVAC register boots that penetrate building thermal envelope shall be X sealed to the sub-fioor or drywall. Fireplace An air bamer shall be installed on fireplace walls. Fireplaces shall have X Basketed doors 51212017 3:15 PM EnergyGauge®USA-FlaRes2014 Section R405AA Complaint Software Page 1 of 1 + wrightsoft Project Summary Date: 512V17 Ent/re House By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,bcksgmie,FL 3W3 Phare.90L203670 Fax 90a-268-3670 Ertil es,jax@gmali.com Pro ect Information For Townhouse 2 Lot 7 Donner Rd,Atlantic Beach Notes: Design a a Weather: Maypon Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 'F Outside db 94 °F Inside db 68 OF Inside db 75 °F Design TO 30 'F Design TO 19 °F Daily range L Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 13713 Btuh Structure 15454 Blurt Ducts 6187 Btuh Ducts 9200 Stub Central vent(0 cfm) 0 Stub Central vent(0 cfm) 0 Stub (none) (rune) Humidification 0 Btuh Blower 0 Stub Piping 0 Btuh Equipment load 19901 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load <ZEZJ:�Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 19811 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft') 1511 1511 Equipmen alaA Icad 4%DBtuh Volume(ft') 14754 14754 Air changeslhour 0.46 0.20 Equipment total load tuh Equiv.AVE (cfm) 113 49 Req. o a Tax y at 0.69 SHR 3.0 on Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL;AMANA DISTI... Trade GOODMAN;JANITROL;AMANA DISTI... Model GSZ140361K Cond GSZ140361K AHRI ref 7995253 Coil ARUF37C14A AHRI ref 7995253 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 24220 Btuh Heating output 32800 Btuh @ 47°F Latent coding 10380 Btuh Temperature nse 26 °F Total cooling 34600 Stuh Actual air flow 1153 cfm Actual air flow 1153 cfm Airflow factor 0.058 cfm/Btuh Air flaw factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point=27°F Backup: Input= 6 kW, Output= 18805 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. m + vvrigh[sof[' 20d7JAay-211Pass, RgMSWd@UiexseCat i7.o.t7eatri<9 Papal SCA uel JET Boase 2. LM 7 ncmer Rd.Ad acllrup Cat=MA Feat ran @cea: 5 Manual S Compliance Report Job wrightsoft" P P Date: WV17 Entire House By: M.Ellis Energy Design Systems,Inc. 11727 Brady Rd Jacksonville,FL 3229 Phone: 304L268-3670 Fax 931-2663670 Emil:edsJar®gReil com Project a a For: Townhouse 2 Lot 7 Donner Rd,Atlantic Beach Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 24654 Stuh Entering coil DB: 77.9'F Outdoor design WB: 77.4°F Latent gain: 5845 Bluth✓ Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 30499 Btuh Indoor RH: 50% Estimated airflow: 1153 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpliIASHP Manufacturer Goodman Mfg. Model: GSZ140361K+ARUF37C14A Actual airflow: 1153 cfm Sensible capacity: 24220 Btuh 98%of load Latent capacity: 10380 Btuh 178%of load Total capacity: 34600 Btuh 113%ofload SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 19901 Stun Entering coil DB: 67.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ARUF37C14A Actual airflow: 1153 cfm Output capacity: 32800 Btuh 165%of load Capacity balance: 27 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1153 cfm Output capacity: 5.5 kW 94%of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. M17 M,-21 15:16:18 ,. wrightsoft' Rgmsm@®LM,em,201717017RSU17457 Pass 140CK ual llbo .nse 2.Lot 1 Donmx Rd All ach.hee Cale=MA F.'Dmf W. 6 N. 1st Floor Living rM 116 cfm 11 cfm 6 ' 6 " Di g 57 cfm 5 cfm Powder 1 d" 12 -6 . Re iser 0 8 " Kitchen 168 cfm Job M Exclusively for the use of: Scale: 1 : 65 Performed for: page 1 lownhouse2 Nicks Solar B Air Eyslems Right-Suite@ Uniwnsel 2017 Lot 7 Donner Rd 17.0.17 RSU17457 Atl Mic Beach 2017-May-21 15:16:58 ...2,Lot 7 Danner Rd,Atl Bch.0 p M 2nd Floor Bed 3 Bath 2 158 cfff jp 92 c 471 d 6 ' 4 ' 142E d2 8 " Hall 6 " 294 cfm Bat 40 cfm 40 c 347 cf 185 cfm Bed 1 Job #' Exclusively for the use of: Scale: 1 : 65 Performed for: Page 2 lownhouse2 Nick's Solar B Aircy stems RightSuile6 Uniaersal 2017 Lot 7 Donner Rd 17.0.17 RSU17457 Atlantic Beach 2017-May-21 15:16:58 _2.Loll Donner Rd,Atl ech.up +`+ wrightsoft Duct System Summary Job oa°e Entire House By, Exclusively for the use of: Mek'S S.,&Av Sy 1,s Project Information For: Townhouse 2 Lot 7 Donner Rd,Atlantic Beach Heeling Cooling External static pressure 0.10 in H2O 0.10 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/return available pressure 0.066 10.034 in H2O 0.066/0.034 in H2O Lowest friction rale 0.056 1111100ft 0.056 in/100(1 Actual air flow 1200 cfm 1200 elm Total effective length(TEL) 179 ft Supply Branch Detail Table Design Htg Cig Design Diem H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mall Ln(ft) Ln(ft) Trunk Bath c 1093 38 40 0.057 4.0 Oxo VIFx 26.9 90.0 st2 Bah IA c 1093 38 40 0.058 4.0 0x0 VIFx 23.6 90.0 st2 Bath 2 c 2503 89 92 0.056 4.0 Ox 0 VIFx 28.6 90.0 st2 Baa r c 5050 179 185 0.056 6.0 Ox 0 VIFx 27.6 90.0 st2 Bea 2A a 3869 132 142 0.060 6.0 Ox o VIFx 19.8 90.0 st2 Baa 3A c 4294 150 158 0.057 6.0 Ox 0 VIFx 26.2 90.0 st2 Dx.q h 1499 57 53 0.063 6.0 Ox 0 VIFx 15.3 90.0 sit Duma-A h 1499 57 53 0.066 6.0 Ox 0 VIFx 10.3 90.0 sit xaahahA h 4426 168 159 0.064 6.0 Oxo VIFx 13.7 90.0 sit Lk;aB h 3055 116 110 0.057 6.0 Ox 0 VIFx 26.4 90.0 s11 Uvur,A It 3055 116 110 0.058 6.0 Ox 0 VIFx 24.7 90.0 st1 P a r h 1595 61 59 0.066 4.0 Ox 0 VIFx 10.8 90.0 st1 Supply Trunk Detail Trunk Hill Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (n) (in) Material Trunk sit Peak AVF 575 543 0.057 732 120 0 x 0 VinlFlx st2 Peak AVF 625 657 0.056 836 120 0 x 0 VinlFix 6 Iuaka vanes have a a mnuaW w rraaaa wrighµtSOft R,M- u At]#Iry-2115.wil S ile9 Ux�gaa1201]1101]RSUP45] _. M D1To um 2,Lot 7 Donrer Ra.AB&h.mp Glc=MA Yc S Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(n) (cfm) (cfm) (ft) FR (fpm) (n) (in) Opening(in) Matl I Trunk rb5 Ox 0 95 93 51.8 0.065 271 &0 Ort 0 VIFx 64 Ox 0 347 344 41.3 0.081 995 &0 Ort 0 VIFx rb3 Ox 0 287 294 49.4 0.068 841 &0 Ox 0 VIFx 62 Ox 0 471 469 60.0 0.056 1348 &0 Ox 0 VIFx eaxaxt.....1.yeewaara.y ava.rwn 2 17-May-21 151647 wright oft Rohl-Sunem�al 201717.017 asun,57 aa0e2 AC0, not D\Townhouse 2,Lot Donner Rd.PII Bch top Calc=MR Was S OFFICE COPY Td4- r�9�T-124 21'T TRUSSES SCgCED FOR TOILET r " LL h D1 b o R ` INm 9 m z F :1 LL � U DG n L TRUSSES SPACE FOR TORET r-gT12'°' 21r rov ]6'4' C= �khSNDP DRAWING PEVIEW DISPOSITION U)_Y ATTENTION'.Revlaw of shop Iha s is p,,,p"conlo�macce l.m W Ne oevpp concept of Ne pmlest sad does M holo m— shop of owoasihil"I.em tlewiaupn hem ftho* L d\raeu/gs.tonvasVi shah tleUrmi..' 61,ell field me+s:ements. $ Q?rPPROVED ❑RETURNED FOR CORRECTION Y rJ ❑APPROVED AS NOTED [3 RETURNED WITHOc'4CTION oft ❑SEE TRANSMITTA'.LETTER ONOT APP E COMMENTS ^ BY D� 1 ROISBE.A GUSTI ERR, INC. 11N1SOWILLE FL.32M f70p JACNSONVIDF.FLSplpp p36•��1 JOB:346717A �5 LOC:DONNER RD LOT 7 PLAN:2-UNIT TOWNHOUSE DESIGNER:RICH H J5 PITCH:6112 -4112-3112 J6 OVERHANG: 18" WIND CODE: 135 MPH-EXP C-CLOSED FLOOR SYTEM: 18"SYS42 ET ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL#1999.3 ALPINE HS PLATE APPROVAL#1999.2 JB J5 ENGINEER OF RECORD � � JEFFREY K HULSBERG a 11481 ST.AUGUSTINE RD#202 � $ s 3 a JACKSONVILLE,FL 32258 g F(s 904-B86-2401 ffi LICENSE NUMBER:33152 © -9-0"BRGHEIGHT g E ] Q V U (S (J U On5§B d $E JB S ° a J5 � � xs OFFICE COPY Alpine, an ITW Company 2400 Lake Orange Drive suite 150 Orlando FL 32837oS.FLF,� Florida Engineering Certificate of Authorisation Number:0 278 Florida Certificate of Product Approval M FL1999 Page l of Document Is1WOW9353ZOS 17142713 , o. 849 9 Tmss Fabricator: glee 6 SI Building Supply Job[dealtReauoo: 34671//8'(ELITE CUSTON HOMES )DONNER RD LOT 7 DUVAL C -- OWEq A 9 Truss count 21 v Model Code: Florida Building Code 5th Edition (2014) 9O' F pP.af4 F Truss Criteria: TPI-2007(STD) s' ••• Nva Engineering Som'sre: Alpine Softnare,Version 16.01. qq 0 Smretuml Engineer of Record: JEFFREY A. HULSBERG 33152 wuapmm�mptr Address: 11481 ST. AUGUSTINE RD 6202, JACHSONVILL ,anaaa..^,n.,ea^n.n,omrans�.a Minimum Design[ ads: Roof - 40.0 PSF P 1.25 Duration •^a.•rte••mss=omeali^.�^...>. .e tee,e, Floor - 55.0 PSF 4 1.00 Duration mnam.n,vin,onem,1�11-1-a— Wind - 135 MPH ASCE 7-10 -Closed Notes: 05/172017 1. Deternd nation as to the suitability of these truss components for the Douglas Fleming structure is the responsibility of the building designer/engineer of -Tmss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date sham 2400 Lake Orange Dr,Suite 150 on the individual truss component drawing. Orlando FL,32837 3. The loads indicated on all referenced girder trusses a istent with the truss layout provided by Cleckler 3 Sons Building Supply for the above referenced jab identification. Loads applied by non-truss elments and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shorn on attached drawings; the drawing number is preceded by: HCUSR9353 Details: 14015EC1-GBLLETIN-STRBRIBR- a is es o # Ref Description Drawing# Date p i 1 17513--C1 17137097 05/17/17 — a e oq g 2 17514--C2 17137099 05/17/17 at ora sp n i o' 3 17515--C3 17137094 05/17/17 m- ,y m ce oNF 4 17516--C4 17137090 05/17/17 a _ LLo 5 17517--CS 17137095 05/17/17 �+ _ F i i ase tN W 9 17518--C6 17137092 05/17/17 %s` 7 17519--C7 17137096 05/17/17 ! A JE rWJE a ca 8 17520--CB 17137088 05/17/17 F 2_ ❑ ❑ 0 9 17521--D1 17137101 05/17/17 a'9 d 10 17522--DC 17137102 05/17/17 3 = ^o a W IN 11 17523--F1 17137087 05/17/17 5v a o 12 17529--F2 17137107 DS/17/17 d o _ w 13 17525--F3 17137105 05/17/17 y „ 3 y A caro ca ?y C 14 17526--FGR 1713709as 8 05/17/17 E a > W 15 17527--X111 17137100 05/17/17 € m a ca c a e 19 17528-4.15 17137103 05/17/17 k% 0- 'a a $y 17 17529--EJ7 17137093 05/17/17 er a ❑ ❑ ❑ ^r7 18 17530--J6 17137091 05/17/17 se4 19 17531--J6A 17137106 05/17/17 20 17532--J5 17137089 05/17/17 21 17933--JSA 17137104 05/17/17 12 |A IL \ ] ! ,2 ( §/ k\ © e3 ! � § % \ if e § ) if! ' ! In : - R ¥ m 15 \q( ® 9 � 17 NH; ; ■e - & 00 ! °§ Ei� 7 ! , - ` : ® : ! [ | ^ � \ ■ m ; l � � ƒ �\ / | 00 t - \ E ) jm 2 - � �` E ] ; »® && • - \ � - u % ER% � : � � h ] mG6aQ ! ° ® § §\ . / ,, . _ � .•.,, . , . . . 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HULSBERG 11481 ST.AUGUSTINE RD#202 JACKSONVILLE, FL 32258 _ 904-886-2401 LICENSE NUMBER: 33152 J a -9'-0"ERG HEIGHT fly ® -18'-6"ERG HEIGHT Mil asa SHOP DRAWING REVIEW DISPOSITION �+ lip ATTENTION:Review of shop drawings is only Im comsn"ll"e wan g § i S S Ne design concept of Ne prole,[and does nm relieve Ne mntrapror '1 EN a, of responsihillry for IN devladon from d,e nouverom mof me shop o y �$ dravi a Comracmr shall dmermi,m and.¢airy all paid meaauamana. JOE g^g,A Al APPROVED ❑RETURNED FOR CORRECTION yaK os= 3 Un8 'A . ❑APPROVED AS NOTED ❑RETURNED WITHOu?ACTION a f l g7€a o aan o4z O NOT APPROVE OSEE TMNSMI AECRER waaga COMMENTS Z BT DA HIIISGERGENGINEERING.INC. EL 11/KISTA000STINERO.eM .IACKSONVILLE.FEFISS OFFICE COPY Alpine, an ITW Company JG�S FCE � 2400 fake Orange Drive suite 150 Orlando PL 32937 14, Florida Engineering CerdFlcab of Authorization Number,.0 279 OO r• ^� S. /L Florida Certificate ie Product 1 Approval N 917143 . �••. Page left fiate of Podu WOWroval#FL L199901 > 0. 8 : Trans Fandct Cleck Sons Building Supply 5* ° * •� *��-- Job ldentificadon: 34LlTE CUSTOM HOMES )DONNER RD LOT 7 DUVRL C -- SINE R ' Trans Count' L' ModelCode: Florida Building Code nth Edition (2014) •. p ID Truss Criteria: TPI-2DO7(STD) 'Fo• S• •_`�\ Engineering so "vere: Alpine Software,Version 16.01. f •• t�\ Structural Engineer of Record: JEFFREY R. HULSBERG 33152 Adclress11481 ST. AUGUSTINE RD 8202, JACRSONVILL Minimum Design Loads: Roof - 40.0 PSF H 1.25 Duration Floor - N/A ...r a .rar.a"sin.a..w+s...— Wind - 135 MPH ASCE 7-10 -Closed Nates: 05/1780/7 1. Battered nation as to the suitability of these truss cotlponents for the Doadits Fleming structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet Aust catch the date shown 2400 Late Orange Dr,Suite 150 on the individual truss component drawing. Orlando FL,32937 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Gleckler 5 Sons Building Supply for the above referenced job identification. Loads applied by non-truss eletlents and basic load paralreters are to be reviewed and approved by the EOR/building designer. 4. As show on attached drawings; the drawing nullber is preceded by: HCOSR9353 Details: - 8 Ref Description Orawing8 Date 1 17534--A1 17137135 05/17/17 2 17535--A2 17137120 05/17/17 3 17536--A3 17137122 05/17/17 4 17537--A4 17137123 05/17/17 o 5 17538--A5 17137112 05/17/17 6 17539--A6 17137124 05/17/17 7 17540--A7 17137109 05/17/17 z o n s S 17541--RS 17137118 05/17/17 „ 9 6 9 17592--R9 17137108 05/17/17 o a u 3 M 10 17593-410 17137133 05/17/17 11 17544--All 17137127 05/17/17 ' ^ 12 17545--Al2 17137132 05/17/17F F E 4. oc in yo 13 17596--A13 17137126 05/17/17 2 + r= 19 17547--A14 17137119 05/17/17 i __a E3 0 € 15 17598--A15 17137113 05/17/17 16 17599-416 17137125 05/17/17 g = s :t 17 17550--A17 17137114 05/17/17 i c e e L W g ca 18 17551--A18 17137111 ca ca 05/17/17 w ¢ C — c a z y 19 17552--A19 17177128 05/17/17 ., o€S oW d 20 17553--HJ1 17137134 05/17/17 c o W 21 17554--NJ2 17137121 05/17/17 € n : in in 22 17555--HJ4 17137115 05/77/17 a �7a(/ a ac g 23 17556--J1 17137130 05/17/77 Ot 24 17557--EJ1 17137116 05/17/17 25 17558--J2 17137128 05/17/17 26 17559--EJ3 17137131 05/17/17 27 17560-44 17137117 05/17/17 28 17561--JFV 17137110 06/17/17 S Z 1 Mo P� YUNd ON NO? .0a ° X44 ISI '9 _Nm 00 mq- ryct �mC i V m N A r B i i> G� O 4Mp iWRN4 TO o" ' oar m ms des i" a. 8"S ilii - g 8 3e Pc3 ! fix :ty!;! _$ it; a 3e, �� 4a .a g4.yi;? 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U i? I I LOT 14 pLOT 75 I LOT 16 I LOT 17 3 FOUND 1/2" IRON Co (99.991 FIELD) 0 4' CHAINLINK PIPE, LB3672 6' CHAINLINK FENCE ) 6' CHAINLINK FENCE FENCE 50.00' # 50.00' FOUND 1/2- IRON A 17" PALM B PIPE, NO CAP I I 10 zo 40 13" MIMOSA SCALE: 1" = 20' X15" PALM I O I I 7" I LAUREL OAK fl I i 18" PALM 1 I 14" O MIMOSA O I r7 d' I LOT 8 W LOT 9 LOT 7 Q LOT 6 N 20" PALM 12" PALM I c O -- I N OR 0 U I Q ? I 28" v O 0_ I 15" DOUBLE I Q CREPE MYRTLE ry W ( MIMOSA /LLQ^ >Q I - Z LO I O 0_ 1 0 0 I O 319.80' D I 16" PALM 18" PALM I FOUND 1 50.00'* 17" PALM 28' 30" DOUBLE PIPE, NO CAPRON CEDAR LIVE OAK C 100.00' 50.00' LIVE OAK FOUND-1/2;--,R01 EDGE OF PAVEMENT - (100.22' FIELD) PIPE, L8.3672 DONNERS ROA 30' RIGHT OF WAY D NOTES: PAVED PUBLIC ROAD 1. THIS IS A BOUNDARY SURVEY WITH TREES. 2. NO BUILDING RESTRICTION LINES AS PER PLAT. 3. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS: A = 89'56'43" B = 89'59'49" C = 85'07'50" D = 94'55'38" 4. NORTH PROTRACTED FROM PLAT. 5. NO OTHER IMPROVEMENTS LOCATED BY THIS SURVEY. THIS SURVEY WAS MADE FOR THE BENEFIT OF HE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE 51 DONNER CDL LLC. 'Y' (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM = THE FLOOD INSURANCE RATE MAP NUMBER 12031 C0408, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. nn " NOT VALID WITHOUT THE SIGNATURE AND STEPHEN W. CREWS, P.S.M. E ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA LIC. SURVEYOR and MAPPER No. LS 5996 ICENSED SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 NECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DA MAY 10, 2017 - DRAM BY: PGP FLORIDA 241-8550 SHEET 1 OF 1 ILE: 2017-0618 1500 ROBERTS DRIVE JACKSONVILLE BEACH. REF: 2017-0501 i .MAP SHOWING SURVEY OF OFFICE COPY , LOTS 7, 8, 9, 15 AND 16, BLOCK 16, AS SHOWN ON BUT NOT INCLUDED IN, DONNER'S REPLAT AS RECORDED IN PLAT BOOK 19, PAGE 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ARDELLA ROAD 30' RIGHT OF WAY (PAVED) p 1,0 20++_— 40 .7i.�'1L.G; 7 7SA 20' 99.99' FIELDpm cm' umm ) 100.00 P 1/r IR�1 SET 1/2 IRON PIPE. CAP L93872 �, _.., _._. _._. _.- -•- -- 100.00, ._ PM MO/g;dRON 100.1 ` FIELD ) `Go i M pq CONCRETE 63.4' ( w 0 p l0 cow t6 in ui 4r- © � LOT 17 LOT 18 rtt r- CDN R i �"' L 0 T 14PAD 12.6' 4 ' 63.4' 0 T 15 L 0 T 16 i i WATER i vCONCCRE E i PAD '.'` • ( 50.26' FIELD ) .. .. t ae.»a' Plrw ) 50.00' 50.00 (50.00') .,..,. FOUND 1/2' IRON (50.00') ._ FOUND CONCRETE PIPE. N0 CAP ~-.."'. ?� , g• N 1/22* RQN �•> MONUMENT. N0 CAP CAP SET 1/2. INON t7IM6401 KIF. GAP U=72 16 1 � i I L0T 9 L 0 T 20 L O T 6 L Q T X---——..L.� T 8 ^ 8, Uco NK TlCE X O X O w J O 04 EZ a6 Nr � h 38.4 14.6 �-....' i 58.2' i 2175 :� 11 STORY �'�� y. SIDENGE FRAME v � (� 49 62.3' W ; NO' &flRON r 150.00' $ET 1/2• IRON --- -- --w---- 1811.60' ( 150.71' FIELD ) PIK �' LW672 �— -- --�------ _ P��CAP U�lf66S DONNERS ROAD 30 RIGHT OF WAY (PAVED) OFFICE COPY NOTES: 1. THIS IS A BOUNDARY SURVEY. 2. NORTH PROTRACTED FROM PLAT. 3. ANGLES AS PER FIELD SURVEY. THIS SURVEY WAS MADE IN COMPLIANCE WITH THE 4, NO BUILDING RESTRICTION LINE MINIMUM TECHNICAL. STANDARDS SET FORTH IN PER PLAT. CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. DONN W. BOATWRIGHT, P.S.M. "NOT VALID WITHOUT THE SIGNATURE AND THE FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 ORIGINAL RAISED SEAL OF A FLORIDA UCENSED FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 SURVEYOR AND MAPPER." CCxXED FUt200�2--13 9rr; PHC B ATWRIGHT LANA SURVEYORS, Inc. 1711 SOUTH 5th STREET JACKSONVILLE BEACH, FLORIDA 241-8550 DATE.-NOVEMBER: 2s, 200 ��r 1 c� C z 002. - 1354 LOT 14 LOT 15 i SET 1/2" IRON E` PIPE, L83672 XIST. 6' CHAIN FENCE 50' NEW 6' HIGH 01--L O FEN EPRIVACY R --- -, O J E EX15 ING GRADE 1 2. 13' 0 Of 8 34' 8' I O r LL CD N O COVERED COVERED PORCH PORCH I TOWNHOUSE 1 TOWNHOUSE 2 C .,PAD PAD ,, 1. ARROWS SHOW I4' +- DIRECTION OF PROPOSED I � GRADE SLOPE I � CONIC. j �i. �•! WALK .I II J q I I . I I• _ I w_ i. d I. ,° T) 4 i O O LOT 6 - ' � o o I I � • __ L_J L_J i CN __ ____J I.. t I CN 135 FT SQ 3" DEEP GRAVE I RETENTION I' 142 FT SQ I I GARAGE GARAGE 3" DEEP GRAVEL RETENTION 12' h i 499 FT SQ. 3" DEEP GRAVE d `� - ---- 524 FT SQ RETENTIONPLANTING 3" DEEP GRAVEL OR GRAVEL;' • RETENTION rq 28' 0' 7' 11 15/16" I 8' 34' not for layout I ',GRAVEL. - .. ,• ARKING!j CONC. DRIVE SPC7T': 2 ' GRAV L 'P*ARK FOUND 1/2" IRON SPOT PIPE, NO CAP EDGE F PAVEMENT N IMPERVIOUS LOT COVERAGE: i FOOTPRINT(porch 4 gauge Included)-2418 DRJVE 4 WALKS 1283 WE AIC FAD5 24 DONNER TOTAL COVERED 3725 S ROAD LOT 6324 PERCENT COVERED 58.9% DDDNERSROAD INDEX TO DRAWINGS E30 RIGHT OF FLOOR SLAB ELEV. 14'+- WAI, ARCHITECTURAL PAVED PUBLIC ROAD A-ONE COVER SHEET 4SITE A-TW O FIRST FLOOR PIAN IVY ERAGE EXISTING GRADE 12.13' A-THREE SECOND FLOOR PLAN PROVIDE INLET PROTECTIONA-FOUR ELEVATIONS E s: IF ANY FOR ALL INLETS A-FIVE ELEVATIONS A-SIX ROOF PLAN (tor raterenca Daly-aee edvctumu A-SEVEN FOUNDATION PIAN I"Ne®riMMS s u LBE°FROTE D GRAVEL RETENTION TOTALS: (�°ARC-FAULT CIRCUR-INTERRUr"R USIM A-E IGHT SECTIONS DE PROTECTION OF THE ENTIRE CIRCUM (Por retemn my-eee atn¢tumD EAST 51DE 670 A-N I N E FIRST FLOOR ELECTRIC WEST SIDE 701 A-TEN SECOND FLOOR ELECTRIC TOTAL GRAVEL RETENTION 1 371 A-ELEVEN SEPARATION WALL DETAILS NOTES, ATTACHMENTS 1)OCCUPANCY CLA55 15 GROUP R-3 2)CC INSTRUCTION TYPE IS TYPE 55 LEGAL: ITEM 1 FORM GOOC-0I LOT 7, BLOCK 16, AS SHOWN ON BUT NOT FLORIDA ENERGY EFFICIENCY CODE 3)AF PLICABL.E CODE5: INCLUDED IN DONNER'S REPLAT AS RECORDED ITEM Z SEALED SURVEY 20 4 NATIONAL BUILDING CODE IN PLAT BOOK 19, PAGE 16, OF THE CURRENT ITEM 3 M55 ENGINEERING 20 1 NATIONAL ELECTRIC CODE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CU ATLANTIC BEACH LAND DEVELOPMENT CODE ITEM 4 STRUCTURAL ENGINEERING I DRAW:NO NDM Ew g ITE AN M TITLE 1113II-1 E ET T W O U N I T T O W N H O LJ S E L O T 7 - aCALE: i _ 1•• = 1 6� OR 8' wEv:seD Rwo1Ecr ADDw Esa: LOT 7 DON N ER ROAD DwwwN av: J I M G I L_L I A tvl DArE: 05/1 5/201 7 weviseD: ATLANTIC BEACH, FLORIDA 2120 MAYPORT RD. ATLANTIC BEACH, FL 904 249 0072 904 994 6596 oc 1 1 ARCH ITE CTU RAL BUILDER D RECORD: ELITE Ous-roM HOMER ANC RENOVATION INC. SCANNED I Date: LL .(D zm QN N 6" OVERHANG AT BUMP–OUT Qm't ONLY TO COMPLY WITH SETBACKS _Om Jp°' L z �Qm o 0 IL -- -. - --- ---- __ - - -- --- O 2 -- EIEJ _ — _ _ -- ❑❑ — _- _ am _ 3 00 �J MIN.P.T.Q%Fow5 -- -- - -_ ❑ - _ -- --- -- -- - ---- -- — — — _ O Z --- - - - - -- - -- -- z W --' — -.. -- ---_ - _. _.. - ---...---------------------- F MAIN ENTRY OBER CEMENT r U Z BACK PORCH 510ING AND TRIM GARAGE I. F LEFT 51DE ELEVATION °Q W F - Z a Q SEPARATION WALL Q h o� 12 �7 �6 m UV mw W I 3 < of I J I F wo oW I 0 5 I p m I _----— -- -- — — o BUMP-OUT L+ N J ---- El --- -_ -�--- - ❑ -- BEYOND Q --- -- i —— —_ -- -- o ---12-4—--- r7 CN / b r I IN N N — — � N --- - -- — 0 U GARAGE DOOR x o FRONT ELEVATION m Ill 0 Z o 0 �� m N AA I0 L' WO) Qmm F -U JF-o J a°i 0 J _ J o (YN Cin Leo W -00 m 2N 3 <O� 0 0 NN — _------= G===----___— CV 0 -- Li W I ❑ � ri Z Z 3 wo Z O ° L 00 F a > UO z r—, > z� W Q d of L—J a w N ef O F m ° Z/ Fl Z 1 Z Ja W -- —————— —————————— Q W ----- ----------------- ° L J S0 V O O �O 1- El0 N� — 0 r—� �o W p■ �J ; w O L—J rc w pW NL N-� D Z o M"o O w wJ o L o ow n 5 7 m 9-,l L O =na - N x \ N 0 7 p IL o ! 0 a � L N N cD aww m W =oo F a o l oo o ;mQof 0 W .. aw N 0 w toE Z o _Z 3 ° o r DESIGN SPECIFICATIONS: GENERAL NOTES: Project has been designed in accordance with the 5th Edition(2014)Florida Buildi g 1. The scope of these plans is limited to the structural requirements of this project. 8• AWconcrete slabs on grade shall be the thickness as indicated on the drawings over Code, Residential,and the Florida Building Code,Existing Building(as applicable). Architectural,civil(site),electrical, mechanical(plumbing and HVAC),waterproofing, minimum 6 mil.polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with ULSBERG (P 9 ) 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, ENGINEERING, INC. and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of to 2" 11481 OLD ST.AUGUSTINE RD.,SUITE#202 DESIGN CRITERIA: 2. It is the intent of the Engineer of Record(Engineer)that this work be performed in complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per JACKSONVILLE,FL.32258 Wind Design Method ASCE h conformance with all requirements of the authorities having jurisdiction over this type cubic yard in accordance with manufacturer's recommendations. W P:904.886.2401 F:904.260.4367 Basic Wind Speed: 130 mph of construction and occupancy. www.HulsbergEngineering.com Building Risk Category: II 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and FLORQA 25846 Wind Exposure: B(Enclosed Structure) 3. The contractor is responsible for the means and methods of censtruction. It is the other deleterious material.Structural fill shall be compacted to a density of at feast 0101-1 Building Classification: Residential contractor's sole responsibility to determine the procedure, sequence,and temporary 95/o of the Modified Proctor Maximum Dry Density(ASTM D1557).Termite protection E `�.�'4 Cj• SJ PS Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during shall be provided in accordance with applicable code requirements. If soil treatment °•.® '�. Wind-Borne Debris: NOT located in the wind-borne debris region construction. is used,the treatment shall be done after all excavation, backfilling,and compaction 3 , �.•'•�� •� �� is completed. s Unless otherwise noted,project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to `+y O �Zg1 owner and/or contractor. Examples of such items include, but shall not be limited to commencing work. 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be �:,;' determination of grade elevations,drainage features,and special requirements compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density $ t'! OF 1 Cc E associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply,locate,and build into the work all imserts,anchors,angles, (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the footing. 3 s .• * tL44 Z � plates,openings,sleeves, hangers,slab depressions,or other components as may be ,f .• DESIGN DEAD LOADS: required to attach and accommodate other work. y I 11• The following minimum concrete cover shall be provided for reinforcement a 'c'�, °'., t � •` 3" Concrete cast against and permanently exposed to earth °o/;A •. .k. 7�, �� Floors: 6. All details and sections shown on the structural drawings are intdr;deu to to typical 2" Concrete exposed to earth or weather l The design floor dead load of 12 psf assumes a floor system utilizing wood decking r and shall be construed to apply to any similar situation elsewh"re in!he) 1 '%"Concrete not exposed to earth or weather �qqo,. work except I F 0791 wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. The fl or where indicated otherwise. a c ENTS: covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be 12• All continuous reinforcing steel in concrete shall be lap-spliced with the following / notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details ane section,. The Contractor minimum lengths: - shall contact the Engineer for clarification in cases of conflict'between the structural #4 bars: 21"minimum Roofs: drawings and any drawings prepared by others prior to conimencinq.work. #5 bars: 26"minimum Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) #6 bars: 32"minimum Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a s !13 exploration report• of the project structure assumes an allowable soil:.�;irinn C�: ,f 13 Reinforcement in footings shall be bent around corners or corner bars shall be used. Refer to Architectural Plans for,Roof Covering System The designjro P ar..ity 2000 psf. The Engineer shall be notified if soil conditions encu :r:t•:red differ from the E DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation a:.: su',i col: 14. The contractor shall provide spacers,chairs,bolsters,etc., necessary to support P P pa- :on reinforcing steel. specified in the soils report shall be followed unless more strirr ±� rFr uirE.rreo(s are g Support items which bear on exposed concrete surfaces shall have Floors: specified in these plans. ends which are plastic tipped or stainless steel. Exterior Balconies: 40 psf f I Exterior Decks: 40 psf CONCRETE: MASONRY: � Stairs: 40 psf(or 300 Ib point load) Garages: 50 psf(or 2000 Ib point load) 1. All concrete work shall be in accordance with"Building Code Requ;r,rr);;its nor I General: All Other Areas: 40 psf Structural Concrete,"ACI 318-11,and"Specification for Structural Cor-mete. A Attics: Cl:301 1. All masonry work shall be in accordance with"Building Code Requirements for 2. All concrete shall have the following minimum compressive strep a'28(gays Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI Without Storage: 10 psf Slabs on grade,footings,and mise.concrete: fc �5g;�pvi 530.1-11 With Limited Storage: 20 psf Structural slabs,walls,beams and columns: fc 30.3 psi With Storage. 30 psf(fixed stair access) Designated radon zones only-all concrete: eL 000ps; 2• Grout shall conform to ASTM C476 with minimum 28 day compressive strength of 2000 psi per ASTM C1019.Grout shall be mixed to provide a slump between 8"to 11". Roofs 3. Cement shall conform to"Specification for Portland Cement"'ASTI`9 C1 Less than 4:12 slope: 20 psf i 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used 4:12 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(AS1'fvI r'3; in brick veneer. r 4. The contractor shall be responsible for the design and installation of all flashing. =_ CLIENT: DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oii,aciCs.alk£.ii:;. ,organic g. ELITE CUSTOM HOMES& material or other substances that are deleterious to concrete cr,teal rel `orr,ement. _ RENOVATIONS Walls: Concrete Masonry(CMU): _ Wind loads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise nOt-d cm the m PROJECT: Wind loads with other brittle finishes: L/240 structural drawings.All reinforcing details shall conform to"Details and leta;hng of 1• Concrete masonry units(CMU)shall be ASTM C90-11 B, Hollow Load-Bearing TWO UNIT TOWNHOUSE Wind loads with flexible finishes: L/120 or L/180' Concrete Reinforcement,"ACI 315,unless detailed otherwise or the�truCtural Concrete Masonry Units,normal weight,with a minimum compressive strength of (7 DONNER ROAD) 'L/180 for exterior walls with interior gypsum board finish. I drawings. 1900 psi(fm=1500 psi). JOB NUMBER: COUNTY: Floors: Live Load: L/480" 7. Tolerances for foundation and slab alignment as well as placement of rei.4c•rcement 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following SCALE: 1 ` Total toad: L/240' shall be in accordance with"Standard Tolerances for Concrete ;onStr ar ion and minimum lengths: / 1'-0 (U.O.N.) Increased floor stiffness may be required by floor covering manufacturer Materials,"ACI 117. Footing or slab edges may be up to 1/2"irsldr o;the si!I plate. #4 bars: 20"minimum o DO NOT SCALE THIS DRAWING #5 bars: 25"minimum RELEASE DATE: Roofs: #6 bars: 30"minimumv 05-26-17 Live Load: L/240 a REVISIONS: Total Load: L1180 3. Grout all cells containing vertical reinforcement in 5-0"maximum lifts. 4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall DRAWN BY: " FOR CODE COMPLIANCE w CMF �1r _ CHECKED BY: FSS 5. Beam reirC1TVe0FAT IJEAC*ol joints. TITLE: SEE REpUIPREMENTggNp Cp pR� OFFICE COPYADDw GENERAL NOTES SHEET 1 of 2 4 SHEET: REVIEWED BY: DATE S o 0 r Clay Masonry(Brick): 13. Fasten plies of 1 '/."wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES: _77n 1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick, Facing Brick,and 2-ply beams with(3)rows of 0.131"x3'/<"nails @ 12"o.c. Hollow Brick,respectively. Grade C2 shall be used. 3-ply beams with(3)rows of 0.131"x3'/:'nails @ 8"o.c. (each side) 1. All window,door and soffit assemblies shall be designed to withstand the design ULSBERG 4-ply beams with(2)rows of Simpson 6 s/<"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's ENGINEERING INC. 2. rick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: requirements. V 11481 OLD ST.AUGUSTINE RD.,SUITE#202 vertical and 16"o.c.horizontal. Additional ties shall be provided around all wall openings greater than 16"in either direction,and shall be spaced no more than 3 , d JACKSONVILLE,FL.32258 o.c.and placed within 12"of the openings. 1 Structural steel shall conform to AISC Specifications for Design and Fabrication andw� t1tP1 9A AAiWA F:904.260.4367 Erection of Structural Steel for Buildings(latest editions). vAL411 I ringxom a.Welded Connections: AWS D1.1 E FL OG,0�4. 846 3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and sh II have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. b•Structural Steel plates: ASTM A36(Fy=36 ksi)or ASTM A572(Fy=50 ksi) -� .• o• c.Structural Steel W-shapes: 22 gage by 7/8"corrugated and fastened with 1 3/,"galvanized roofing nails. pes: ASTM A992(Fy=50 ksi) WIND PRESSURES ON WINDOWS DOORS & a ;�•� �� e•: d.Structural Steel Angles and Channels: ASTM A572(Fy=50 ksi) Adjustable or strand wire veneer ties shall be used at CMU walls. e.Structural Steel Rectangular HSS or Tubes: ASTM A500(Fy=50 ksi) SOFFITS (Psf) 4. Unless otherwise noted on the plans,a steel angle L4x4x1/4 shall be used for f. Structural Steel Round HSS or Pipe: ASTM A500(Fy=46 ksi)orc _ m •; O� supporting brick veneer over openings. This angle will not be required for arched ASTM A53(Fy=35 ksi) A f AREA OF OPENING EDGE STRIP(6) INTERIOR ZONE (4) windows where brick is self-supporting. ppto the If the length of the opening exceeds @ 1 hen 2. All structural steel connections and fabrications shall comply with RISC specifications. the steel angle shall be attached to the wood framing with%"x 3"lag screws @ 1 POS Ne9 Pos Neg ' o.c.or Simpson Y"x 3"SDS screws @ 12"o.c' 3. Steel shop drawings shall be provided to the Engineer for 9 approval prior to fabrication. 0 .120 sf 18.3 -24.5 18.3 -19.8 ° % ,• WOOD FRAMING: 20.1 to 50 sf '�xr un" 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes 50.1 to 100 sf 17.5 -22'8 17.5 -19.1 16.4 -20.6 16.4 S.SIM17 1. All wood framing has been designed in accordance with"National Design Specific do shall not be used. 100.1 to 200 sf -18.0 � FLOYD S.SIMPSON,PE (NDS)for Wood Construction,"2012 edition. 15.5 _19.1 15.5 -17 1 FL PE No.50791 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. 200.1 to 500 sf 14.7 -17.4 14.7 -16.3 o-ENTS: 2. Southern Yellow Pine member design incorporates design values for all sizes and Soffit Design Pressure 18.3 -24 5 18 3 19 8 µ grades of visual) 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior Base Design Pressure 15.50 GCpi= 10.18 9 y graded Southern Yellow Pine dimension lumber per"Supplemen No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"published y to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". the Southern Pine Inspection Bureau(SPIB). r 7. SSPC Paint 363 (polyurethane)shall be applied as the final coat to all structural steel E 3. All wood members exposed to weather or in contact with masonry,concrete or soil surfaces exposed and visible to the exterior of the structure. shall be treated with an appropriate preservative suitable for the exposure condition 8. Field touch-up after installation where required to restore final finish. r 4. If ACQ treatment is used on any wood member,then all nailing shall require - hot-dipped galvanized nails meeting ASTM A153,Class C,or ASTM 8695,Class 5(. HARDWARE AND ANCHORS: If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, 5. Prefabricated wood trusses shall comply with NDS and"National Design Standard f r United Steel Products(USP), or Engineer approved equal. TYPICAL EDGE STRIP(5) Metal Plate Connected Wood Truss Construction(TPI 1-07)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM 8=3.5' F1554,Grade 36. 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. TYPICAL INTERIOR ZONE(4) 7. The Truss Manufacturer shall submit shop drawings and design notes with a 3. All metal connectors and hardware which are exposed to the exterior or in contact registered Engineer's seal fora with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per approval.Design notes shall include the rated load ASTM A153,Class C,or ASTM B695,Class 50. capacity of the truss to truss connectors,and the manufacturer's license to fabricate trusses utilizing the connector system proposed.The contractor shall approve 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with _ fabrication and Installation drawings showing size,shape and layout. Florida Product Approval)and installed according to the manufacturer's instructions. 8. Jobsite handling and erection, including temporary bracing,during installation of Holes shall be cleaned of all debris and brushed out prior to installation of anchor trusses shall comply with TPI/WTCA BCSI 1. adhesive. CLIENT: 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fasten ROOF COVERING: - ELITE CUSTOM HOMES& to their supporting walls or beams with metal connectors as noted in the Truss 1. RENOVATIONS Connection Schedule. The contractor shall be responsible for the design and installation of the roof covering P m ROJECT: system. $ TWO UNIT TOWNHOUSE 10. All gable ends shall be balloon framed or braced in accordance with thea licable (7 DONNER ROAD) detail as shown in the structural drawings. PP 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the manufacturer's requirements. t JOB NUMBER: COUNTY: DIIVAL -fill components(Balusters and Panel Fillers)shall -- SCALE: be provided by others. 3. Clay and the roofs shall be installed per the"Concrete and Clay Roof Tile Installation 11. Guardrails,handrails,and guard in 1'0"(U.O.N.) Manual,"and the manufacturer's requirements. E 12. Engineered lumber(LVL,Parallam or LSL)shall meet the following minimum material DO NOT SCALE THIS DRAWING 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according z RELEASE DATE: specifications: 05-26-17 LVL or Parallam LSL to the manufacturer's requirements. a REVISIONS: E=2,000,000 psi E=1,550,000 psi Fb=2,600 psi Fb=2,325 psi 5. The contractor shall be responsible for the design and installation of all metal flashing - Fc=750 psi Fc=900 psi and valley material. _ : Fv=285 psi Fv=310 psi DRAWN BY CMF CHECKED BY: FSS TITLE: = GENERAL NOTES OFFICE COPi�/ SHEET 2 of 2 �+ SHEET: © S2 14 ULSBERG ENGINEERING, INC. MONOLITHIC i g 11481 OLD ST,AUGUSTINE RD.,SUITE#202 24"x 24"x 12"PAD FOOTING JACKSONVILLE,FL.32258 w!(2)#5 EACH WAY w P:904.886.2401 F:9Q4160.4367 (TYPICAL) www.HulsbergEngiti2ering.com SEE DETAIL"E"ON SD-1 76'6" FLORIDA C.A.NUMBER 25846 9'-2" m 43'10" 23'-6" SPECIAL EMBEDDED STRAPS €LS ,1 1��`' •,.L.•S0/SEE - - -- �, SEEQDETAIL A"ON SHOEETlSD 8„ 3 0�•�4®•`0��1 � ••'•.,� ............................................. ...... ................................................................................................................................................................................................. 9 ............. ............................................................................................................................................................................................................................................. :.......:.....................................................................................................................................:,:..........:::.........:::........,:........:::.............................................................................................................:.. ui .:� W 60 yy O M = o � I Z �q•4i' ~O ZD— SD-1Q H � NiSIMILA 'D <0 y+r'Li�•e+affL�k�f�p.�a l"«Nti`Vc 07p•9A1 co- o a COMMENTS: K "''` t= v -EMBEDDED STRAP AT r SD-2 — — — r — — — — — — — = o E a o a I GARAGE DOOR OPENING I = SEE DETAIL"F"ON SD-1 g C? 1 J 3 O O h :i2ii.':ii:isS::::::::::i:::i::iii::ii::i::i::ii:.isi:?i.i.i'I ?is�i�i: iis� .i: := :::iii::' :isisi. ii:::i�iiii:ii::::::::::i::ii::i::ii::ii: :%i:%i:: _ V .. d 8 ... .. ... ... ... ... ... ...—...—...—...—...—...—...—...—...—...._—...—...—.. ...—..—...—_.— — — — — B — yS:�' ;;:i»:;;:t��r>.>�.r;»>s:�»r.»sips:�:>;s;»r�r:�;>s>»:>i�i�i;�s�r>i�; >s:�:�»+s»»s»s»»� r>>.�>s>ss>sfi»>fi>s;>s>:�r>+:>;:�s3>:�s r ria:»:k�;:r>as:>� i — .:: ... E o - - — — — — — G I EMBEDDEDTRAP AT--- 1 GARAGE DOOR PPENING SEE DETAIL"��^^ON SD-1 - w of SD-1 CJ=SUGGESTED CONTROL JOINTS 14'-0" ----- 17'-2" (.....1 1 -- ---18 6"---'-moo _ NS(SEE D-2) _ LOCATIO DETAIL"T"ON S % < Z N o CJ �uLLi aU al c?SIMILA = o H I z� zl" CIF =DENOTES TWO STORY SD 2 0 FOOTING CONDITION of z o ! 00 G CO 0 K� cn i i --- I:r::: I Q Z Q Q w SD 2 4'CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF 11. SD-2 -- '�o OR FIBERMESH OVER 6 MIL VAPOR BARRIER I ! I bI CONTRACTOR SHALL VERIFY.ALL DIMENSIONS — — oO COVERING CLEAN AND COMPACTED FILL USING FINAL APPROVED FLOOR PLAN PRIOR O — I I O 1 - - - - - ,. 9 o �- TO CONSTRUCTION 770 - » — I _ .. _.._._.. , .....................................................................................................................................................................................................................................................................................:.:::::.-:.-:.:.-::::.::.-::::.:.-:.:-:.-..-:.:.:::.:.-:.-::.:... v:.�::::.�::.�:................::.:::::.-.�::::.-:::.�:::.-:.�:...:...:.:...::::.�:::.:�::.�:.�:.�::::.�::.-cr:::::::n SPECIAL EMBEDDED STRAPS - 9'-2" 43'-10" -- --- - - — --- --- - _ 21_.,_6„--�coj '-0" REQUIRED AT"NARROW WALLS"SEE DETAIL"A"ON SHEET SD-8 m CLIENT:.6'-6 24"x 24"x 12"PAD FOOTING ELITE CUSTOM HOMES& w/(2)#5 EACH WAY c RENOVATIONS (TYPICAL) OFrC'�G COPY PROJECT: SEE DETAIL"E"ON SD-1 ` TWO UNIT TOWNHOUSE 111° (7 DONNER ROAD) FOUNDATION PLAN 2x_STUDS @ 16"O.C.(U.0 N.) r JOB NUMBER: COUNTY: 2x_TREATED SILL PLATE 17-0930 DUVAL 1//(SEE TYPICAL WALL SECTION SCALE: )/8" _ —1'-0' (U.O.N.) FOR ANCHORAGE) E DO NOT SCALE THIS DRAWING /CURB HEIGHT VARIES N RELEASE DATE: 4"CONCRETE SLAB WITH 6x6 d 05-26-17 /W1.4x1.4 WWF OR FIBERMESH a REVISIONS: of DRAWN BY: VAPOR BARRIER OVER CMF TREATED AND COMPACTED CHECKED BY:FILL FSS 20"WIDE FTG-(3)#5 CONT TITLE: FOUNDATION PLAN A SECTION-BEARING CURB IN GARAGE S 3 SHEET: S-3 FULL HEIGHT WALL SHEATHING I NOTES: ULSBERG 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 HENGINEERING, INC. SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHT UP TO 9'-1 Y"-U.O.N. I m 11481 OLD ST.AUGUSTINE RD.,SUITE#202 li JACKSONVILLE,FL.32258 w P:904.886.2401 F:904.260.4367 "�'� 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 {� Engineenng:com a SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1 Ye" U.O.N.- `` 25846 v 31 THF cFcnnin ci nno cvrcoin�,.,A , �,.,,,,,,,,,„_._..._._..._._ _ n _._ c�c '•.. r '� NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR UL SBERG SIDE OF THE WALL ENGINEERING, INC. TRUSS CONNECTOR SCHEDULE 11481 OLD ST,AUGUSTINE RD.,SUITE#202 TRUSS ID LEFT INTERMEDIATE RIGHT I JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 www. IW& inee#'ng.com Jor4846 ALL TRUSSES(ROOF) H2.5T OR H2.5T OR H2.5T OR s moo`++rte. A0 SDWC 15600 SDWC 15600 SDWC 15600 E �i'.``�® •'• `S •'•.• NOTE: -). •' �! 1)ALL TRUSS CONNECTORS ARE BASED ON �;"v �O-�9 •, UPLIFTS COMPUTED BY ENGINEER OF RECORD �0 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS Q SHALL BE DISREGARDED ,� 2.5T or SDWC15600 ••. r � •• cp H TOENAIL KNEEWALL 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM 3 �'�. '�� FILQ • �+`' 2x6 LEDGER wl(3 AT EACH CANTILEVERED TO DOUBLE PLATE SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER a � •►..'...w�•" ��`.+``++ 0.131"x 3"NAILS FLOOR TRUSS /w/0.131"x 3"NAILS DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR CES ' 0 AT EACH VERWALLTICAL 8"O.C. APPROVAL BY THE ENGINEER OF RECORD AND THE ��FFi(�Ik M! TRUSS VERTICAL FLOYD S.SIMPSON,PE 16"O.C.) CONTRACTOR FL PE No.50791 OMME S: _j .42m, � I 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED ' AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD III I 4 I )HTS24/HTS30 STRAPS MAYBE INSTALLED ON THE 3 E i INTERIOR SIDE OF WALL l jjL 5)REFER TO MANUFACTURER'S INSTALLATION DETAILS E WHEN USING SDWC SCREWS I � J6 s !I s II I I �I OFFICE FICE COPY � F . . . it Ill I III jll � - I Illi SII, if Ilil I I ail � i I� I — — I' II s v CLIENT. LL 'I ELITE CUSTOM HOMES& 2x6 LEDGER w/ 3y RENOVATIONS 0.131"x 3"NAILS — - PROJECT: AT � - EACH KNEEWAL L `TOENAIL KPJEEWALL TWO UNIT TOWNHOUSE TRUSS VERTICAL112. TO DOUBLE PLATE - 7 DONNE R0 ROAD) 16"O.C. 5T or SDWC15600 ( ) AT EACH CANTILEVERED w/0.131"x 3"NAILS JOB NUMBER: COUNTY: FLOOR TRUSS @ 8 O.C. 17.0930 DUVAL SCALE: y.,=1'-0"(U.O.N.) E DO NOT SCALE THIS DRAWING LOWER ROOF LAYOUT RELEASE DATE: 05-26-17 REVISIONS: DRAWN BY: CMF CHECKED BY: FSS TITLE: LOWER ROOF LAYOUT A SHEET: S-6 J T-TULSBERG JL JL ENGINEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 \\\\P:W4s888!MaFiQ4.260.4367 com A4:AV 2 OFFICE COPY , ® : ""�iNF3�tfHYN4�1�fP\ j5-26-17 FLOYD S.SIMPSON,PE FL PE No.50791 j COMMENTS: I Ito3 I . Ili - . j ;1 I � 0 NOTE: il I H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL j j I j TRUSS CONNECTOR SCHEDULE jTRUSS ID LEFT INTERMEDIATE RIGHT A. II II j. .II II' I j 2.5 TOR H2.5T 0 R I; H2.5T OR H � CLIENT: 'II ILII II I II ' 3 I I ALL TRUSSES SDWC 15600 SDWC 15600 SDWC 15600 ELITE CUSTOM HOMES& �j I j j Ij NOTE: RENOVATIONS ALL TRUSS CONNECTORS ARE BASED ON m PRO 1) JECT: UPLIFTS COMPUTED BY ENGINEER OF RECORD s TWO UNIT TOWNHOUSE UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS (7 DONNER ROAD) SHALL BE DISREGARDED JOB NUMBER: COUNTY: - 17-0930 DUVAL 2)THE TRUSS LAYOUT T AND NUMBERING ER ING SYS TE M s3 s cALE: SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER YB =1'-0" (U.O.N.) E DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR DO NOT SCALE THIS DRAWING APPROVAL BY THE ENGINEER OF RECORD AND THE d RELEASE DATE: CONTRACTOR 05 2617 REVISIONS: UPPER ROOF LAYOUT 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD DRAWN BY: CMF 4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE CHECKED BY: FSS INTERIOR SIDE OF WALL TITLE: UPPER ROOF LAYOUT 5)REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS SHEET: S-7 ULSBERG ENGINEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 w Pdx4x4$64 Ql1 F:904.260.4367 Esso"` a rg'com `o BE ! 846 OFFICE ° COPY __ 3 y • s. SSP TOP&BOTTOM @ 32"O.C.wlY"x 4Y"SDS SCREW = •°.° gz" , . THROUGH SOLE PLATE INTO EACH .°•.,� FL INTERSECTING FLOOR TRUSS BELOW(24"O.C.MAX) 05- -17 - FLOYD S.` MPSON,PE T FL PE No.50791 � � a COMMENTS>' J � m ............ . 3:d m O s ................. ... ............... .. Cn N cn Q� E .... . m rn ..... X c TWO STORY RODS @ 4'O.C.MAX: . . m 3� �2 H TWO STORY RODS @ 4'O.C.MAX: Cl)F ... ................ a o OO Q M cn a 0 O=) awl H CLIENT: ELITE CUSTOM HOMES& RENOVATIONS -- m PROJECT: TWO UNIT TOWNHOUSE SSP TOP&BOTTOM @ 32"O.C.w/Y"x 02"SDS SCREW 2 (7 DONNER ROAD) THROUGH SOLE PLATE INTO EACH :9 JOB NUMBER: COUNTY: INTERSECTING FLOOR TRUSS BELOW(24"O.C.MAX) $ 17-0930 DUVAL 3 SCALE: / =1'-0"(U.O.N.) E DO NOT SCALE THIS DRAWING RELEASE DATE: TIE-DOWN LAYOUT-SECOND FLOOR 05-26-17a REVISIONS: THREADED ROD LEGEND: • _ %"THREADED ROD FROM FOUNDATION TO DOUBLE PLATE. DRAWN BY: (4"MINIMUM EMBEDMENT REQUIRED) CMF O _ CHECKED BY: • %"THREADED ROD FROM FSS FOUNDATION TO UPPER 2 TITLE: FLOOR DOUBLE PLATE. m TIE-DOWN LAYOUT (4"MINIMUM EMBEDMENT REQUIRED) a SECOND FLOOR SHEET: ❑ = HOLDOWN(AS NOTED) INSTALLED AT SILL PLATE R S-9 r r I SHOWER AREA L SHOWER AREA MONOLITHIC FOOTING (2)MSTAM36-Z STRAPS UL S B ERG NAIL EACH STRAP TO CRIPPLE STUD ENGINEERING, INC. 8"CMU STEMWALL WITH(13)10d COM NAILS m 11481 OLD ST,AUGUSTINE RD.,SUITE#202 ( MAXIMUM OVERHANG JACKSONVILLE,FL.32258 FORM EDGE PLAN VIEW (OPTIONAL) FASTEN STRAP TO FOUNDATION - P:904.886.2401 F:904.260.4367 PLAN VIEW CONCRETE SLAB www.Hulsber E ineering.com F. WALL WITH((8 Y"x 2Ya"CONCRETE _ SCREWS IN MASONRY OR (8�Ya"x 1 a"CONCRETE _ ,,.`°� «•• «. v vvivvivvi S RE"WS INTO CONCRETE. cgo " CONCRETE SCREWS SHALL BE .•'�t'i= 6"MIN. (1)#4 CONT. (1)#5 CONT POWERS"TAPPER"WITH PERMA-SEAL d ©: GRADES ��,vAiv�� v>vi vi° FINISH OR EQUAL. ' Fj� e c HEIGHT OF CURB VARIES a w�/wv//! 8"CMU STEMWALL WITH(1)#4 @ J Q. au SILL SILL 1)#4 CONT. v- ///��!/��48" _ Lu F PLATE CONCRETE SLAB �* PLATE , \/ /\//\ O.C.AND IN EACH CORNER. STRAP SHALL BE COVERED WITH LL C� 04 HEIGHT OF CURB VARIES(8"MAX.) o Aice v� FILL CELL SOLID AT EACH#4 vw�� SIDING OR STUCCO '� s REBAR.HOOK REBAR 16"INTO v,,, �/ NOTE: o \ vvwA/� PORCH SLAB AND 6"INTO A \ \ ''., `•,« ( � �v`..` 5 GRAD // \ /// \ . , !/\, CONCRETE SLAB �!\/\ FOOTING. /i,\� // THIS DETAIL MAY BE SUBSTITUTED FOR GRAD //VA VA//VA/�\; 6„ vv�� A EITHER R THE PA51 STRAP 1"+$" 1 (2)#5 CONT. OR 8"CMU STEMWALL WITH(1)#4 @ 48"O.0o zl � , jw� - — THE STHD14 STRAP(MONOLITHIC). ./ LO S. AND IN EACH CORNER. g� !/VA//VA// a V//V//. FFLDPE No.50791 PE FILL CELL SOLID AT EACH#4 REBAR. W/ / a �° % m COMMENTS: v v v v vv� � v / / L SECTION-PORCH STEMWALL R DETAIL- EMBEDDED STRAP ALTERNATE - //\\ HOOK REBAR 12"INTO SLAB AND 6"INT \!/ FOOTING. '�!/�!/��/!!�!/� SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2 1'-8" ONE STORY-(2)#5 CONT. 1'-0"� ONE STORY-(2)#5 CONT. ENGINEER FOR ADDITIONAL REQUIREMENTS. ° V-8" TWO STORY-(3)#5 CONT. 1'-4" TWO STORY-(2)#5 CONT. NOTE: SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) G SECTION-STEMWALL AT EXTERIOR WALL SHOWE SECTION-MONOLITHIC AT EXTERIOR WALL SHOWER AS SOON AS THE CONCRETE HAS HARDENED ENOUGH NOT TO BE DAMAGED DURING THE CUTTING PROCESS. � a SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT CONCRETE SLAB (TYPICALLY 1-4 HOURS IN WARM WEATHER) ENGINEER FOR ADDITIONAL REQUIREMENTS. 1 s r000 V Vv vA VA VA FILL CUT WITH \/v i /v v/iv/iv. 1"DEEP xY"WIDE S ELASTOMERIC CUT AT DENOTED SILL CONCRETE SLAB GRADE L71 CONT. FILLER LOCATIONS. u- PLATE CONCRETE SLAB ❑ /\/\//\\ 8"CMU STEMWALL WITH 1 #4 L�.. O @ \\\\\\48"O.C.AND IN EACH CORNER. a FILL CELL SOLID AT EACH#4 REBAR.HOOK REBAR 16"INTO PORCH SLAB AND 6"INTO FOOTING. 66" � y � 1'-8" (2)#5 CONT. CONCRETE SLAB I _ 1'-4" ONE STORY-(2)#5 CONT. 1'-8" TWO STORY-(3)#5 CONT. SECTION-PORCH STEMWALL WITH BRICK T = CLIENT: SECTION-INTERIOR BEARING OD-2 SECTION-THICKENED EDGE SECTION-TYPICAL SAW-CUT CONTROL JOINT ELITE CUSTOM HOMES& Sp 2 SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD 2 RENOVATIONS ENGINEER FOR ADDITIONAL REQUIREMENTS. m PROJECT: TWO UNIT TOWNHOUSE (7 DONNER ROAD) rJOB NUMBER: COUNTY: CURB HEIGHT VARIES ^� BEARING POST(AS NOTED) TREATED POST 6 SCALE: CONCRETE SLAB E % =1'-0" U.O.N. 8„- ( ) SILLS CONCRETE SLAB CONCRETE SLAB ABU POST BASE WITH PLATE � � � � PAVERS BY OTHERS — E. Do NOT SCALE THIS DRAWING a"GALV.ANCHOR EMBEDDED RELEASE DATE: ui __a—_ o� --�— --ate CURB HEIGHT VARIES 12"(SET-XP ADHESIVE) d 05-26-17 REVISIONS 8"TALL,12"SQUARE GROUTED 2 CMU OR CAST-IN-PLACE CONCRETE DRAWN BY. PEDESTAL ON 24"X 24"X 12"PAD ` CMF AS NOTE REINFORCEMEN�AS NOTED) ' (1)#4 CONT. 2 0 FOOTING WITH(2)#5 EACH WAY - CHECKED BY: 1'4 ONE STORY-(2)#5 CONT. - —I FSS 1'-8 TWO STORY-(3)#5 CONT. TITLE: FOUNDATION DETAILS J SECTION-BEARING STEPDOWN P SECTION-INTERIOR BEARING PAD FOOTING Q SECTION-NON-BEARING STEPDOWN U DETAIL-PAD FOOTING AT PAVERS SD-2 f SHEET 2 of 2 SD-2 SD-2 SD 2 5� SHEET: m SD-2 r r SHEATHING I ,,--SILL PLATE(BELOW) ULSBERG 2x_CORNER FRAMING FULL FIELD NAILING HEIGHT STUDS(TYPICAL) ENGINEERING, INC. - 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND (2)ROWS OF 0.131"x 3Ya" 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 SHEATHING EXTENDS DOWN ONTO NAILS @ 12"O.C. BOARD WITH 0.131"x 3Y4'NAILS @ 6'O.C. _ w P:904.886.2401 F:904.260.4367 RIM BOARD MINIMUM 6" STAGGERED(TYPICAL) www.HulsbergEngine(ong.com TO ALLOW FOR NAILING (lRRlf)hGiA� M�Eft:25646 2x BAND BOARD PER TRUSS MANUF ,CTURER EDGE NAILING AT SOLE PLATE � ��`� LL — 2x6 OR 2x8 FRAMED WALL E ' ••• Ye"CLEARANCE BETWEEN PANELS RIM BOARD (BELOW)OW) �/ 3 GJ�� +•�+'' �I¶ SILL PLATE BEL �� ®P i y ` BETWEEN FLOORS ils (2 ROWS 0.131"x 2Y"NAILS 2x4 CORNER FRAMING FULL HEIGHT STUDS STAGGERED @ 6"O.C.REQUIRED 2%2"RATED SHEATHING RIM BOARD- IN UPPER AND LOWER SHEATHING MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED NAIL TO TRUSSES WITH 6 0.131"x 2Yz" AI . ADJACENT = ! LS O I I I WITH 4 0.131"x 3Ya"NAILS TO EACH - --. w MIN.Ye"SPACE BETWEEN PANELS STUD( ) TOENAIL TRUSS TO PLATE WITH SHEATHING EXTENDS ABOVE DOUBLE ALTERNATE:INSTALL SOLID STUD IN THIS % R. (2)0.131"x 3Ya"NAILS PLATE MINIMUM 6"TO ALLOW FOR r SPACE � ,,�� `•.,,•Fk-U, � N NAILING —2x4 CORNER FRAMING FULL HEIGHT STUD ��''i��,p�'d F � DOUBLE PLATE(U.O.N.) EDGE NAILING AT DOUBLE PLATE (2)ROWS OF 0.131"x 3%" "�'E' �' ' SON,PE A FL PE No.50791 2x4 FRAMED WALL NAILS @ 12-O.C. a COMMENTS: C SECTION-TYPICAL OPEN WEB FLOOR TRUSS F DETAIL-TYPICAL SHEATHING NAILING BETWEEN FLOORS SECTION-TYPICAL FRAMING AT 90°CORNERS SD-4 SD-4 � SD-4 NAIL SCAB TO TOP CHORD WITH 3 (4)0.131"x 3Ya"NAILS METAL CONNECTOR REQUIRED METAL CONNECTOR x (SEE CONNECTION SCHEDULE) -- NOT REQUIRED ADD 2x4 VERTICAL SCAB IN EACH E TRUSS IF NO WEB IS PRESENT UPLIFT CONNECTOR(AS NOTED) 3 0.131"x M" NAILS TYPICAL AT -- RCH TRUSS DOUBLE PLATE 2x4 SPF BLOCKING-NAIL WITH(2) DOUBLE PLATE // �2x4 X-BRACE ACROSS LENGTH OF 0.131"x 3Ya"NAILS AT EACH END . SHEARWALL 2x SPF#2 STUDS16"O.C. (END NAIL OR TOENAIL) NAIL SCAB TO PLATE WITH(3) 2x SPF#2 STUDS @ 16"O.C. @ g 0.131"x 3Ya"TOENAILS THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL QUICK-TIE AT NOTED SPACING @ 24"O.C.OR 71"x 3 a"TAPCON —TRUSS(AS NOTED) SCREW @ 32-O.C. TRUSS BOTTOM CHORD �_2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO DOUBLE PLATE WITH 2x TREATED SYP#2 2x TREATED SYP#2 NAIL PORCH SHEATHING AS NOTED \ SILL PLATE SILL PLATE $ 0.131"x 3Ya"NAILS @ 4"O.C. EXTERIOR FRAMED WALL \DOUBLE PLATE MINIMUM%s"RATED SHEATHING, UPLIFT(ROOF)-RODS OR QUICK-TIE FLOOR LOAD ONLY OR a EXPOSURE I FASTEN AS NOTED ROOF WITH UPLIFT RELEASED ON WALL LAYOUT(BLOCK ALL EDGES) m CLIENT: p SECTION.-EXTERIOR WALL PERPENDICULAR TO TRUSS G `SECTION- INTERIOR SHEARWALL PERPENDICULAR TO TRUSS METAL CONNECTOR ELITE CUSTOM HOMES& SD-4 SD-4 SECTION ONLY APPLIES WHEN REFERENCED METAL CONNECTOR OR (AS NOTED) RENOVATIONS BLOCKING REQUIRED m PROJECT: (AS NOTED) SIMPSON SDWC 15600 SCREW s TWO UNIT TOWNHOUSE 32"O.C.-U.O.N. (7 DONNER ROAD) j NAIL EACH END OF BLOCKING TO -DOUBLE PLATE DOUBLE PLATEJOB NUMBER:17.0930 ICIUNTY:DUVAL BOTTOM CHORDS WITH 3 0.131"x MY' TRUSS(AS NOTED) ( ) 2x SPF#2 STUDS @ 16"O.C. o SCALE: XF_ 1'-0"(U.O.N.) _ INSTALL 2x4 BLOCKING BETWEEN �- �_ 3 2x4 SPF NAILER-NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12"O.C. SHEATHING(AS NOTED) o 0.131"x 3Y4'NAILS @ 6"O.C. SIMPSON SDWC 15450 SCREW DO NOT SCALE THIS DRAWING --BOTTOM CHORD OF TRUSS 2x SPF#2 STUDS @ 16"O.C. @ 32"O.C.-U.O.N. RELEASE DATE: --- — 05-26-17 ----NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) ANCHOR BOLTS AT NOTED / 2z TREATED SYP#2 a REVISIONS: 0.131"x 3Ya"NAILS SPACING(48"O.C.MAXIMUM) SILL PLATE -NAIL PORCH SHEATHING AS NOTED 2x TREATED SYP#2 --ANCHOR BOLTS AT NOTED �- - DOUBLE PLATE SILL PLATE PACING 32"0. .MAX = DRAWN BY: C MAXIMUM)) EXTERIOR FRAMED WALL CMF < ° aI —MINIMUM/6"RATED SHEATHING, CHECKED BY: FSS EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT(BLOCK ALL EDGES) SHEARWALL UPLIFT(ROOF)-SCREWS 2 TITLE: FRAMING DETAILS E SECTION-EXTERIOR WALL PARALLEL TO TRUSSH SECTION- INTERIOR SHEARWALL PARALLEL TO TRUSS K SECTION-INTERIOR WALL CONDITIONS BEARING AND/OR SHEARWALL - SHEET z of 3 SD-4 SD-4 THIS SECTION ONLY APPLIES WHEN REFERENCED SD-4 SHEET: rl SD-4 r (TYPICAL DOUBLE PLATE SPLICE) NOTE:REFER TO DETAIL"N"ON SD-5 FOR NAILING 48"MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT UL S B ERG MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION \ (16)0.131"x 3"NAILS IN THIS ZONE. �(2)2x_SYP#2 DOUBLE PLATE(U.O.N.)NAIL ENGINEERING, INC. (SEE TABLE) PLATES WITH 0.131"x 3"NAILS @ 8"O.C. m 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JOINT IN LOWER PLATE JOINT IN UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH I STAGGERED JACKSONVILLE,FL.32258 0.131"x 3"NAILS @ 6"O.C.STAGGERED I I P:904.886.2401 F:904.260.4367 TYPICAL STUD TO DOUBLE PLATE www. 4bKgF36 pg.com / /---JACK STUD AND KING I I CONNECTION STUD REQUIREMENTS e 6 eecx. .....R°r� /i (SEE WALL LAYOUT) SPH4/6INSTALLED HORIZONTALLY .E `�<) f // 2x_SPF#2 STUDS @ 16"O.C.(U.O.N.) BUILT-UP HEADER�JVITH 0.131"x 3 a" e~ 0. ' � NAILING AT STD NAILS @ 12"O.C.TOP AND BOTTOM HEADER TO KING NAILING STUD TO PLATE NAILING TO DOUBLE P TE (U.O.N.) CL S NAIL EACH PLATE TO JACK STUD 2x6 (3)NAILS PER PLY STUD SIZE ENDNAIL TOENAIL WITH(3)0.131"x 3/4"NAILS TOENAIL ® _ ., °o, [, ' •° * 'z+ z �I/�/ 2x4 2 3) OR ENDNAIL(TYPICAL) 2x8 (4)NAILS PER PLY 2x6 (3) (4) FIE 2x10 (5)NAIuj LS PER PLY FLOYOV8.SIMPSON,PE 2x8 (4) (5) 2x12 (6)NAILS PER PLY LLFL PE No,50791 COMMENTS: 2x10 (5) (6) DOUBLE SILL REQUIRED WHERE OPENING 9%"OR 94" u"' WIDTH EXCEEDS 61"(U.O.N.) LVL (5)NAILS PER PLYzu o JOINT IN SILL PLATE 11/,"OR 11 4IL " BUILT-UP CORNER POST NAILING AT STD LVL (6)NAILS PER PLY E TO SILL PLAT 14"LVL (7)NAILS PER PLY E 16"LVL (8)NAILS PER PLY IT 4"MIN., u u u u u uu u u u u 12"MAX. 12"MAX. 2x_TREATED SYP#2 SILL PLATE ANCHOR BOLT(AS NOTED) BUILT-UP POST(WHEN NOTED ON 7WALLYOUT) TYPICAL STUD TO SILL PLATE s L DETAIL-TYPICAL WALL FRAMING CONDITIONS NAIL EACH PLY WITH 0.131"x 3)/4" CONNECTION SD 5 ALL NAILS NOTED ARE 0.131"x 34" NAILS @ 6-O.C.STAGGERED (SEE TABLE) 3 --DOUBLE PLATE NAILING –NAIL SHEATHING TO HEADER WITH(2 i ROWS 0.131"x 2Y"NAILS @ 6-O.C. / DOUBLE PLATE --NAIL SHEATHING TO HEADER WITH(6 9 0.131'x 2'/z"AT EACH END(TYPICAL) JACKS AND KING STUD / INTO BOTTOM(TY ICALITH )31" x 2Y2"NAILS ' CLIENT: (AS NOTED) ELITE CUSTOM HOMES& RENOVATIONS -----HEADER(AS NOTED) \ - NAIL SHEATHING TO KING STUD m PROJECT: --2x_BLOCKING(TYPICAL) , @ 12"O.C.MINIMUM. s TWO UNIT TOWNHOUSE —(3)0.131"x 3Ya"TOENAILS AT EACH (7 DONNER ROAD) END(TYPICAL) JOB NUMBER: COUNTY: EDGE NAILING PER SHEARWALL17-0930 DUVAL s REQUIREMENTS. NAILS MAY BE SCALE: NAIL EACH SILL PLY TO KING STUD / STAGGERED ACROSS TWO JACK E %"–1'-0"(U.O.N.) WITH(3)0.131"x 34"NAILS-TOENAIL OR ENDNAIL(TYPICAL) /' STUDS. DO NOT SCALE THIS DRAWING BEVEL BLOCKING ASREQUIRED FOR i �j/� ! i �� EDGE OF PANEL(TYPICAL)– m RELEASE DATE: 05-26-17 MINIMUM 1 Y2"NAIL PEN TRATION INTO �� A REVISIONS: MAIN FRAMING MEMBE S.(TYPICAL) �(2)2x_SILL R DRAWN BY: CMF ;;, ��ANCHOR BOLT REQUIRED WITHIN 6"— �I SHEATHING MAY CANTILEVER UP TO 2" OF KING/JACK UNIT-MAY BE w MAXIMUM PAST SUPPORTS.ALL LOCATED ON EITHER SIDE, CHECKED BY: FSS WINDOW ATTACHMUST �'�_ANCHOR BOLTS AS REQUIRED TITLE: ANCHORED INTO 2 2x x_ EMBERS. FLUSH HEADER CONDITION DROPPED HEADER CONDITION FRAMING DETAILS SHEET 3 of 3 M DETAIL-TYPICAL ARCH TOP OPENING N DETAIL-OPENINGS WITH SOLID SAWN, LSL, LUL,OR PSL HEADER 4 SHEET: SD-5 SD-5 = S D-5 r END VERTICAL BRACINC REQUIREMENTS LAST TRUSS IN ROW REQUIRING BRACING ULSBERG NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS BRITTLE FINISH FLEXIBLE FINISH 2x4 BLOCKING-TOENAIL OR ENDNAIL ENGINEERING, INC. BRACING 16"O.C. 24"O.C, 16"O.C. 24"O.C. EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING (3)NAILS 11481 OLD ST,AUGUSTINE RD.,SUITE#202 NONE REQUIRED 0"TO 53" p"TO 17^ 0"TO 67" 0"TO 59" a NAIL DIAGONAL BRACE TO INTERMEDIATE JACKSONVILLE,FL.32258 �ii9©1t..96!24YtlTr4p4.260.4367 --- ROOF SHEATHING WEBS WITH(2)NAILS m 2x4 L-BRACE TO 114" 48"TO99" 2x6 L-BRACE 115°0182 100"T0158" 646'T 01232" 1207°TO 206^ —2x4 SPF No.2 DIAGONAL BRACE FI. A! 2 6 T__ -ROOF TRUSS(BY OTHERS)WITH , I (TYPICAL AT EACH END OF BRACE(IF REQUIRED) CONTINUOUS LATERAL BRACING) L 1 , NOTE: BRITTLE FINISHES ARE S fUCCO OR ADHERED VENEER I I TO REPLACE(1)ROW OF LATERAL BRACING NAIL DIAGONAL BRACE TO TRUSS Gj�� ° FLEXIBLE FINISHES ARE HOOD SIDING,HARDI-PANEL, j j —INSTALL 2x4 No 2 SYP T-BRACE NAILED TO WEB WITH(3)NAILS y �p # W J BRICK VENEER,ETC. , I I EACH PLY OF TRUSS WEB AT 6"O.C.WITH h � Q RATED ROOF SHEATHING I I CONTINUOUS LATERAL BRACE(QUANTITY 0.131"x 3"NAILS TO REPLACE(2)ROWS OF I I i AND LOCATION DEFINED BY TRUSS SHOP Q_ 2x_L-BRACE NAILED TO I I LATERALBRACING INSTALL 2x6 No.2 SYP < . 1� , ��VERTICAL WEB WITH I'I T BRACE NAILED TO EACH PLY OF TRUSS <' DRAWING.) �� '•.�; +.F�,C 0.131"x 3"NAILS @ 6"O.C. - I - WEB WITH 0.131"x 3"NAILS @ 6"O.C. 01 �_ NAIL CONTINUOUS LATERAL BRACE TO Fu ----VERTICAL WEB IN GABLE EACH TRUSS WEB WITH(2)NAILS , I T*T ROOF TRUSSES(BY OTHERS) END TRUSS '-"b5-26-17 - 2x_LOOKOUTS AT 48"O.C. NOTES: FLOYD S.SIMPSON,PE Lu NOTE: (3)TRUSSES MINIMUM 1) CONTINUOUS LATERAL BRACES SHALL FL PE No.50791 > 16"OR 24"O.C. FOR CONTINUO TBS LATERAL B /CE BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR o COMMENTS: T-BRACING O E USED WHEN CONTINUOUS Lu; SPACIN (SEE TABLE) LATERAL BRACING IS IMPRACTICAL. BETTER(U.O.N.) --- -___ 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" v NAILS(U.O.N.) A DETAIL-TYPICALVERTICALBRACING AT GABLE END B SECTION-TYPICAL T-BRACE c DETAIL-TYPICAL LATERAL TRUSS BRACING SD-6 SD-6 SD-6 E 2x4 SYP BLOCKING BETWEEN H2.5A AT EACH LOOKOUT 'NOTE: E LOOKOUTS ALL MEMBERS SHALL BE#2 SYP. NAIL BRACE TO BLOCKING WITH(5)0.131"x 3Y"NAILS )) _ EXTERIOR SHEATHING SHALL —2x4 LOOKOUTS @ 48"O.C.FOR �3bOTOP CHORDTOENAILS OF TRUSS.T EACH LOOKOUT OFFICE C O RY BE NAILED TO BOTTOM CHORD OVERHANG 2x6 BLOCKING BETWEEN TRUSSES WITH OFFICE v �/�+ OF TRUSS WITH —ROOF SHEATHING(AS NOTED) (3)0.131"x 34'NAILS EACH END 2x4 BLOCKING REQUIRED BETWEEN $ 0.131"x 2 1/2"NAILS @ 6"O.C. ROOF SHEATHING(AS NOTED LOOKOUTS (U.O.N.ON WALL LAYOUT) _ _ -- —2x_BARGE RAFTER BALLOON FRAMED STUDS ® (AS NOTED) FASCIA(BY OTHERS) g SINGLE PLATE NAIL TO TRUSS BOTTOM CHORDWITH 0.131"x 3Ya" I (I 12x4 LOOKOUTS @ 48"O.C. NAILS @ 6-O.C. H3 CLIP OR EQUAL AT EACH LOOKOUT Fill I —GABLE END TRUSS(DROP GABLE) 2x6 BRACE SPACED @ 48"O.C.UNLESS a CLIENT: I I I I I I I D DETAIL-BALLOON FRAMED GABLE END LOW CEILING VAULT) OTHERWISE NOTED ON ROOF LAYOUT. ELITE CUSTOM HOMES&I I I I I I _ADD 2x4 T-BRRENOVATIONS SD-6 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN% ACE NAILED @ 6"o.c. OF EXTERIOR ROOF PITCH WITH 0.131'x 2;/2AC NAILS D BRACE m PROJECT. I I I I LENGTH EXCEEDS 9'-0", TWO UNIT TOWNHOUSE �H2.5A AT EACH LOOKOUT I I I I I 7 DONNER ROAD —2x4 LOOKOUTS @ 48"O.C.FOR I I OVERHANG t JOB NUMBER: COUNTY:DUVAL —ROOF SHEATHING(AS NOTED) SCALE: - ® 2x4 SYP BLOCKING BETWEEN - - -- _---� - - E 1'-0" U.O.N. LOOKOUTS DO NOT SCALE THIS DRAWING --BALLOON FRAMED STUDS \� y RELEASE DATE: (AS NOTED) �� -LSTA12,LTP4,OR SDWC 15600 @ 48"O.C. REVISIONS: 05-26-17 DOUBLE PLATE GBC CLIP-(2)REQUIRED AT EACH BRACE INTERIOR VAULT I ;TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING TRUSS TO DOUBLE PLATE WITH EXTERIOR SHEATHING SHALL BE DRAWN BY: CMF NAILED TO UPPER PLY OF 0.131"x 3Y4"NAILS @ 8-O.C. DOUBLE PLATE WII�TTH �/----2x4 DRYWALL BACKING INSTALLED a CHECKED BY: \ FSS (U101N.2/2"NAILS WALL @ 6-O.C. CONTINUOUSLY BETWEEN BRACES TITLE:TRUSS BRACING AND GABLE DETAILS E DETAIL-BALLOON FRAMED GABLE END HIGH CEILING VAULT) F SECTION-GABLE END DIAGONAL BRACING SHEET SD-6 INTERIOR CEILING PITCH EXCEEDSY2 OF EXTERIOR ROOF PITCH sD-s o SD-6 r ULSBERG - HENGINEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 EXTERIOR BEAM(AS NOTED) P:904.886.24011 F:904.260.4367 IC www.HulsbergEngineedng.com DOUBLE PLATE OFFI C E COPY F IDA C.A.NUMBO:25846 NOTCH BEAM AS REQUIRED TO o ��` FIT BENEATH DOUBLE PLATE ......... @moo``` a ♦♦•s♦�S G ♦°0♦ ''i ♦ (i i BEAM BEARS ON(2)2x_JACKS CJ � (TYPICAL-U.O.N.) DOUBLE PLATE Q C 1 CONDITION: �I NUT WITH 2"x 2"x 16"WASHER � � a' (NOTCHED BEAM) ALTERNATE:SIMPSON LBPSYz SLOTTED ' �� ;♦ WASHER WITH 1"WASHER. S. I . 4• " ,� a Y8-0 THREADED ROD :�,�a ``4«k4 ♦'"`� ° �', ( � - SIMPSON Ys"O x 6"TITEN HD OR SIMPSON%"0 x 6 4 �/+ "TITEN HD ROD COUPLER d n�ttttt bye PSON,PE _-_ NAIL SHEATHING TO DOUBLE PLATE WITH 8"THREADED ROD SET IN ADHESIVE WITH 1"CUT WASHER L PE No.50791 WITH MINIMUM 4"EMBEDMENT ORg'THREADED ROD SET IN ADHESIVE WITH g COMMENTS: MONOLITHIC FOUNDATION-EXTERIOR (2)ROWS OF 0.131"x 2Y"NAILS @ 6"O.C. WITH 1"WASHER MINIMUM 5"EMBEDMENT WITH 1"CUT WASHER NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C. %"x 6"TITEN HD SCREW ANCHOR or%"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. INSTALL DSP CLIPS @ 24"O.C.OR II a or Ys"THREADED ROD SET 4Y2"INTO ADHESIVE SPH_@ 32"O.C. t 3 EXTERIOR BEAM(AS NOTED) STEMWALL FOUNDATION-EXTERIOR DETAIL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY A Y"THREADED ROD SET 7"INTO ADHESIVE DOUBLE PLATE SD-7 BEAM INSTALLED BENEATH DOUBLE PLATE E INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x_JACKS IF EDGE DISTANCE EXCEEDS 5" (TYPICAL U.O.N.) Metal Connector Fastening Schedule USE MONOLITHIC CONDITION CONDITION: 2 Simpson ID USP ID Uplift Capacity Ibs Fasteners Anchorage U.O.N. A35 MPAt n7a -(12)0.131'x1%" n/a (DROPPED BEAM) ABU44-Z PAU44-TZ 220gSYP) (12)0.167 x 2'/°or(12)0.162'x 3W 5/8"w/7'embed ARUM-Z PAUe6-TZ 2300(SYP) (12)0.162"x 2Y"or(12)0.162'x 3X" 518"w/7'embed - DETAIL-TYPICAL DTT2-Z INSTALLATION DETAIL-EXTERIOR BEAM TO WALL CONNECTION °516 RSPT 1705(SYPr SPF) (8)0.14 a"x 3'mto studs _(22,total nia B 2 S Por ) (8)0 14 x i into studs n ot � � - (6)0.148'x 1 W into double plate _. 3 SD-7 (USP DTB-TZ SIMILAR) S 7 OTt2Z ore Tz a145(svP)t835(SPF) (8)r"x IY"SDS Y"'wl 4Y.'embed(mono)and 7"embed(stem) OBC HC6W nla (5)0.131'x 1 W into gable brace n!a (7)0.131'x 211V into double plate 9 MONOLITHIC FOUNDATION-EXTERIOR H2.5A rah:use RT7 soo(svP) (5)0.131'x 216•bn each end-(10)total n1a H2.6T nPa:use RT7 545(SYP or SPF) (5)0.131'x 1W in each and-(10)total n/a X"x 12"TITEN HD SCREW ANCHOR H3 RT3A 455(SYP) (4)0.131'x 2W in each end-(8)total nia E or/e��THREADED ROD SET 7"INTO ADHESIVE ALTERNATE ANCHOR: 5 H6 LFTAS .9WSYP)820(SPF) (8)0.131'x 214 in each end-(16)total nla g ,_ �, H8 RTSA 745(SYP) (5)0 148'x 1Yi in each end-(10)total n/a �. Y°X s°TITEN HD HDOS - n/a:use UPHDa 7630(SYP)5485(SPF) (20)Y,'x 3°SOS 7!8 w/15 embed(SET XP EXTERIOR BEAM epoxy may) STEMWALL FOUNDATION-EXTERIOR (MECHANICALLY GALVANIZED) Hous PHD5 5645(SYP)4065(SPF) (14)Y.•x 2x•SDS 518 w/7'embed(mono)and 17 embed(stem) %"THREADED ROD SET 12"INTO ADHESIVE (AS NOTED) HDue PHD6 697asYP)5020(SPF) (20)Y."x 3"SDS 778'w115'embed(SET xP epoxy only) W . .. H6 CLIP FROM WITH 2"xYe"WASHER HETAts lirA,s __ ialo(sYP�-_.__.. -(10)0 tae"x 1Y _..___ ___.. a'embea .......... HTS20,HTS24 or HTS30 HTW20,HTW24 or HTW30 1450(SYP)1245(SPF) (10)0 148"x T in each and-(20)total nta INTERIOR APPLICATIONS- POST TO BEAM HTSM16 or HTSM20 HrWM16 or HTWM20 1175(SYP)... (8)0.148'x 3"into wood n!a m CLIENT: IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND (a)/ x 1%.7den into CMU a ELITE CUSTOM HOMES& (4)r x 1''rdan;ntc aorrorata a RENOVATIONS Yz"x 12"TITEN HD SCREW ANCHOR NAIL AS SHOWN-(5) HTra Hrra 4235(SYP) 364D(SPF) (18)0.167 x 2Y::° 5/8'w/7"embed(mono)and 17 am bed(stem) s HT75 HTT5 5090(SYP) 4375(SPF) (26)0 167 x Th° 518'w1 7'embed(mono)and 17 embed(stem) or%"x 8"TITEN HD SCREW ANCHOR 0.131"x M44"NAILS PER PLY LTPd MaeF Ma (12)0est x tW° 4a. m PROJECT: or X"THREADED ROD SET 6"INTO ADHESIVE - \ LSTAts LSTA,B 1235(SYP)1110(SPF) (7)0.148'x Tin each end-(14)total nla $ TWO UNIT TOWNHOUSE PT POST(AS NOTED) LTS12 LTW12 77 SYP SPF (6)0.148'x 3"in each end-(12)total nla DETAIL-TYPICAL HTT5INSTALLATION MSTA24 MSTA24 t6aaSYP)1455(SPF) (9)0148 x3'meachend-(18)ttal rata (7 DONNER ROAD) SD-7 USP PHD5 SIMILAR TO BEAM FROM POST l 11 MsrAMza MSTnon2a lsoo(sYP cr sPF> (9)0 14a x 3'into woos n!a ( ) I (5)/ x 2/ Then into Ctv1U � JOB NUMBER: COUNTY: PT POST(AS NOTED) MSTA3o MSTA90 ------------ 2 -- (s>/ x 1/ Titers into concrete �- 050(SYP)1820(SPF) (11)0.149"x 3'in each end (22)total n!a - - --- SCALE: EXTERIOR BEAM MSTA36 MSTA36 2050(SYP or SPF) 13)0.148°x Y in each end-26)total n1a3° 3 ABU POST BASE MSTAM36 MSTAM38 1870(SYP or SPF) (13)0148"x3°into wood n1a 'E ��-1'- "(U.O.N.) MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) AS NOTED DO NOT SCALE THIS DRAWING /a THREADED ROD SET 15"INTO ADHESIVE ( ) tot)Y x 2Y."Titan into CMU 0'• (8)/ x 7%"Titers into concrete ti RELEASE DATE: • �"THREADED ROD MTS12 6 r MTS MTW12 or MTW20 1000(SYP)8eo(SPF) (7)0 148•x 3";n each end-(14)total n1a z 05-26-17 LAN VIEW AT TOP OF POST WITH NUT SET IN MTSM18 ar MTSM20 HTVuM16 or HTWM20 a60(sYP) (7)0.148'x 3"into wood nla 7 " d STEMWALL FOUNDATION-EXTERIOR O j ADHESIVE (4)Y"x 2r"Tien into CMU REVISIONS: 7 " (4)Y.°x 1-W Titin into concrete.... U Ya THREADED ROD SET 15"INTO ADHESIVE -- - (7"EMBEDMENT) Pas, TA51 29ao(svP or SPF) (,4)0.167 x z%'or(14)0.162"x 3'h' 14°embed a SPH4 or SPH6 SPTH4 or SPTH5 680(SYP)585(SPF) (12)0.148"x 1Y." R INTERIOR APPLICATIONS- In a j SSP RSPTB 36WSYP or SPF) (4)0.148'x 1 W into studs nla i i a (3)0.148'x 114•into double plate DRAWN BY: IF EDGE DISTANCE EXCEEDS 5"USE \ a a ° 11 a / STHD14 STAD14 4210(SYPorSPF) (30)0.148"x 3Y.' 14•embea CMF %"THREADED ROD SET 8"INTO ADHESIVEI I Notes: CHECKED BY: FSS . 1.All connectors are manufactured by Simpson Strong-Tie or USP Structural Connectors(U.O.N.) " TITLE: SIDE VIEW AT BASE OF POST z.svP=Southern Pine;SPF=Spruce-Pm-Fir F METAL CONNECTOR 3 Moxa=monolithic concrete;stem=masonry stemwall or bond beam _ DETAILS D DETAIL-TYPICAL HDU8 INSTALLATION DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST 4Anchorage fe�'°t'�e°ane1�vAth noted diameters embedmentdepthsw SD-7 (USP PHD6 SIMILAR) CS -7 a SHEET: SD-7 r FULL HEIGHT WALL SHEATHING NOTES: ULSBERG 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6ENGINEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHT UP TO 9'-1 Ys"-U.O.N. JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 , ,wwwHMtber4Ineering.com F I 25846 SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1 Y"-U.O.N. o 'v•••° NSE '••., fe 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. eG s NOTIFY ENGINEER OF ANY VARIATIONS OTE: _ j.,0 � R I EACH REAR POST SHALL BE TREATED 4K : c 4x4 POST ON ABU44-Z POST BASE © _ ��(FG C} .a 441u STRAP POST TO EACH BEAM ABOVE Q-5 WITH(1)H6-Z CLIP OR(1)MSTA24-Z .4!°•+ C"+ti� " ` F TYPICAL ALL POSTS-(U.O.N.) �W1 . •„°'• w' `'�� SEE DETAIL"F"ON SHEET SD-7 /TYPICAL ALL ,CONSTRUCT USING APA v a ''�i,,f® ( ' '`'�`{ _ EXTERIOR WINDOW AND NARROW WALL METHODf�ll��! ��ti� '' p I / DOOR OPENINGS WITH HEADER CONTINUOUS LL FLOYD 65SIM17 PE E ACROSS RETURN WALLS LL SD-7 (SEE DETAIL"A"ON SD-8) SOLID BUILT - FL PE No.50791 UP CQM NTS: — _ = CORNER SHEARWALL LEGEND: IM J +I III W g �c=> ¢ w �� a a Z a I!� = NON-BEARING WALL O LL a N N u ''' �I III¢ 0 O = BEARING WALL E a } w I XTEND SHEARWALL o`u — o 0 3 co Uj SHEATHING ACROSS o w o III= �„ N w N N I FLOOR TRUSS w ¢ O I'I x o SW-6 E (PENETRATIONS Q w z � "" z = SHEARWALLS FASTENED WITH MECHANICAALLOWED OLRELECTRICAL) 0 m IIN o 8d COM(0.131"x 2Y")NAILS @ � � (2)JACK STUDS 6"O.C.ON EDGES AND 12"O.C. RY DRY N (2)KING STUDS — ON INTERMEDIATE SUPPORTS DRY —SW-3— DRY Ry O = SHEARWALLS FASTENED WITH DRY (2)JACK STUDS 8d COM(0.131"x 2Yz")NAILS @ — �vl (2)KING STUDS 3"O.C.ON EDGES AND 12"O.C. 3 +1 III ON INTERMEDIATE SUPPORTS w ¢ w N 0 "w o SBS = SHEATH BOTH SIDES OF WALL 0 0 N I W o w �I �¢ 0 AT INDICATED SHEARWALL 0 a_ �: w .., XTEND SHEARWALL 0 0 o LL w SHEATHING ACROSS o F IIIN U) N a N N FLOOR TRUSS 0 i � IN o DRY IIIN m li ��? (PENETRATIONS < w N Iv F O = SHEARWALLS SHALL BE h ALLOWED FOR 0 a o CONSTRUCTED WITH 2" " MECHANICAL/ELECTRICAL) 0 DRYWALL AND NAILED WITH s CLIENT: SOLID E BUILT-UR I C. ELITE CUSTOM HOMES&6d CO LER NAILS 7O. a IKF7 F7 CORNER ` _ ON ALL SUPPORTS £ RENOVATIONS 0 �'`" aD NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND CL p 0 -j 0 a PROJECT: NOTE: ___ ¢ a U) SHALL BE NAILED 3"O.C.TOP AND BOTTOM PER TWO UNIT TOWNHOUSE EACH REAR POST SHALL BE TREATED Z z o DETAILS"A"&'B"ON SHEET SD-3-U.O.N. (7 DONNER ROAD) 4x4 POST ON ABU44-Z POST BASE � - Z � Q WOOD FRAMED HEADER LEGEND: JOB NUMBER: COUNTY: STRAP POST TO EACH BEAM ABOVE u 3 Lu a = 17-0930 DUVAL WITH(1)H6-Z CLIP OR(1)MSTA24-Z 0 o cn LOU SIZE g SCALE: TYPICAL ALL POSTS-(U.O.N.) �' II a 0 OF HEADER Ya"=1'-0"(U.O.N.) SEE DETAIL"F"ON SHEET SD-7 0 ¢ = W LU w o U Z H Q cn DO NOT SCALE THIS DRAWING 2 2x_HEADER y RELEASE DATE: WALL LAYOUT-FIRST FLOOR J K d 05-26-17 NOTE: a REVISIONS: REFER TO ARCHITECTURAL PLANS QUANTITY QUANTITY FOR SEPARATION WALL DETAILS OF JACKS OF KING STUDS DRAWN BY: CMF GARAGE DOOR NOTES NOTE: w ALL WOOD FRAMED LOAD BEARING HEADERS _ CHECKED BY: 1. INSTALL T MSTA30 STRAP AT EACH END FSS OF GARAGE DOOR HEADER.NAIL STRAP SHALL BE MINIMUM(2)2x6 No.2 OR BETTER2 TITLE: INTO HEADER AND JACKS BELOW SYP.ALL EXTERIOR HEADERS SHALL BE _ WALL LAYOUT INSTALLED WITH MINIMUM(2)JACKS AND - FIRST FLOOR 2. EMBEDDED STRAP AT EACH END OF GARAGE (1)KING STUD AT EACH HEADER.ALL INTERIOR DOOR OPENING SEE DETAIL"F"ON SD-1 LOAD BEARING HEADERS SHALL BE INSTALLED A SHEET: ^ WITH MINIMUM(1)JACK AND(1)KING STUD.(U.O.N.) S—4 J NOTE: UL S B ERG ALTERNATIVE TO SSP/DSP AT DOUBLE PLATE ENGINEERING, INC. (1)SIMPSON SDWC 15600 SCREW OR - 11481 OLD ST,AUGUSTINE RD.,SUITE#202 ALTERNATIVE TO SPH_AT DOUBLE PLATE - JACKSONVILLE,E32258 (2)SIMPSON SDWC 15600 SCREWS STUDDOUBLE - P:904.886.2401 F;904.260.4367 TO DOUBLE PLATE PER SIMPSON DETAIL PLATE m pyla, u9g1i€►�, ' eering.com OPTIMAL 222'ANGLE f+i B ,�5846 10" 0° c \ o +• i DOUBLE 30 •.,,% PLATEN � I OTE: \ I X" _ -_ EACH REAR POST SHALL BE TREATED 1"MAX = O� 0< Lu �" - 4x4 POST ON ABU44-Z POST BASE 3"(+/-1/4") �� ' ° SDWC 15600 __� "MN °. +++ s- I STRAP POST TO EACH BEAM ABOVE .+ 4Y WITH(1)H6-Z CLIP OR(1)MSTA24-Z SCREW 1"MAX s + t «,c `� TYPICAL ALL POSTS-(U.O.N.) STUD STUD �JSDWC 15600 '•i f� '�'"*`"" o0 SEE DETAIL"F"ON SHEET SD-7 SCREW Q. ��iJu� ��t�o•a`� I - - --- DTT2-Z ® ''�� ►Mtttz SECTION-SDWC 15600 HOLDOWN) ELEVATION SDWC 15600 ♦ ' 05-26-17 E U Fl 0YD S.SIMPSON,PE FL PE No.50791 SD-7 TT2 Z �f ITfi5 CONSTRUCT USING APA � COMMENTS: _ _ = \DTT2-Z NARROW WALL METHODHOEDOWNHTT5 U HOLDOWN TT5 HOEDOWN �' HOLDOWN WITH HEADER CONTINUOUS III HOEDOWN oACROSS RETURN WALLS - (SEE DETAIL"A"ON SD-8) ('`' 8 N 0 `E HE ii o::: —HTT5 III 0°' HOLDOWN E E III SD 7 HOLDOWN o' c - _ � -- - - _ c 75 TWO STORY RODS @ 4'O.C.MAX HOLDOWN - _ RODS @ 4'O.C_MAX s TWO STORY RODS @ 4'O.C.:MAX RODS @ 4'0 C.MAX g _ 3 -- W SD-7 HTT5 g ......... U... III E 750... HOLDOWN N HOEDOWN III I � I --HTT5 III o HOLDOWN III m 0 7HTT5 HOLDOWN Z -- — Q CLIENT: TT2-Z TT2-Z TT5 3 E ONSTRUCT USING APA EDELITE CUSTOM HOMES 8r r--�C HOEDOWN HOEDOWN HOOWN NARROW WALL METHOD RENOVATIONS HTT5 WITH HEADER CONTINUOUS a PROJECT: NOTE: _ ___ _ DTT2-Z/ HOLDOWN ACROSS RETURN WALLS g TWO UNIT TOWNHOUSE (SEE DETAIL AON SD-8) - EACH REAR POST SHALL BE TREATED " "HOLDOWN (7 DONNER ROAD) 4x4 POST ON ABU44-Z POST BASE STRAP POST TO EACH BEAM ABOVE JOB NUMBER: COUNTY: s WITH(1)H6-Z CLIP OR(1)MSTA24-Z 17-0930 DUVAL3 TYPICAL ALL POSTS-(U.O.N.) - SCALE: Y8°=1'O"(U.O.N SEE DETAIL"F"ON SHEET SD-7 TIE-DOWN LAYOUT-FIRST FLOOR _ 3 DO NOT SCALE THIS DRAWING RELEASE DATE: 05-26-17 THREADED ROD LEGEND: a REVISIONS • _ %"THREADED ROD FROM - _ FOUNDATION TO DOUBLE PLATE. - GARAGE DOOR NOTES (4"MINIMUM EMBEDMENT REQUIRED) DRAWN BY: CMF tHECKED BY: INSTALL(j)MSTA30 STRAP AlAT EACH END O = e"THREADED ROD FROM FSS OF GARAGE DOOR HEADER.NAIL STRAP FOUNDATION TO UPPER TITLE: INTO HEADER AND JACKS BELOW FLOOR DOUBLE PLATE. TIE-DOWN LAYOUT (4"MINIMUM EMBEDMENT REQUIRED) FIRST FLOOR 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL"F"ON SD-1 ❑ = HOLDOWN(AS NOTED) SHEET: INSTALLED AT SILL PLATE m S.8 ULSBER BRICK VENEER WITH 1"AIRSPACE AND WALL TIES BRICK VENEER WITH 1"AIR (1)#5 CONT. ENGINEERING, INC. SPACE AND WALL TIES FILL JOINT WITH ELASTOMERIC SILL PLATE - CONT.FLASHING;PROVIDE WEEP HOLES 11481 OLD ST.AUGUSTINE RD.,SUITE#202 CONT.FLASHING;PROVIDE SILL PLATE JOINT FILLER `� HEIGHT OF CURB VARIES(8" JACKSONVILLE,PL.32258 @ 33-O.C. X WEEP HOLES "O. . CONCRETE SLAB z P:904.886.2401 F:904.260.4367 SILL PLATE GROUT AIR SPACE BELOW FLASHING Q, u @ 33CMAX.)6"MIN. www.HulsbergEngineedng.com GROUT AIR SPACE BELOW CONCRETE SLAB N SILL FLASHING -- GRAD CONCRETE SLAB �,QRWuWa B ER 25846 z PLATE ��//��//�� - a rte" �` '�. V CONCRETE SLAB GRADE �� /�/�� ,` ' ' CONT. eo 1��A/�� /�< Z�>/�%�%� /� �i •�� 8"CMU STEMWALL WITH(1)#4 @ 48-O.C. �, \/ / p 1/`' Q ®�V - c AND IN EACH CORNER. cr- //// •° •` '//� GRAD V�jA�jA V�� / 8"CMU STEMWALL WITH(1)#4 @ 48"O.C. / / 45 -/ . /j! FILL CELL SOLID AT EACH#4 REBAR. *i Q CORNER. q HOOK REBAR 12"INTO UPPER COURSE ��/ • ��/��/ FILL CELL SOLID AT EACH#4 REBAR. �' �� . • • OF BLOCKS AND 6"INTO FOOTING. ' " /j j�//fir,/ /;<��;� 1'0" ONE STORY-(2)#5 CONT. f ,n • r � Al �j��// HOOK REBAR 12"INTO SLAB AND 6"INTO /// // /��/��% 6, 1'4" TWO STORY (2)#5 CONT. 5 f,� ' /% �A/ FOOTING. �•�•••s � ••� ��` 6" - 1-8" ONE STORY- 2�5 CONT. �. a mss, •••lNFM FKl+ �+ V-5" ONE STORY-(3)#5 CONT. - - i 1'8" ONE STORY-{2)#5 CONT. 1-8 TWO STORY (3)#5 CONT. 9 r 1'-8" TWO STORY (3)95 CONT. TWO STORY-(3)#5 CONT. o r,nr A SECTION-STEMWALL WITH BRICK SECTION-MONOLITHIC WITH BRICK D SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE � i � L�PE No.�5079N'PE NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT a COMMENTS: SD-1 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. F i° g CONCRETE SLAB QN F /^ E SILL PLATE- N CONCRETE SLAB SILL — -- Z PLATE -CONCRETE SLABT co GRADE .w j ji/ I I I CONCRETE SLAB -- ��//% � � GRADES GRADE-,, �x/1�� GRAD �� /ice` / i�r. / �� Al CONT. _ Q��ao�` � ��i�� (1)#5 CONT. WITH(1)#4 @ 48-O.C.STEMWALL 8"x 16"CMU TO INSIDE OF AND IN EACH CORNER. STEMWALL AT POST LOCATION / • /// FILL CELL SOLID AT EACH#4 REBAR. ,///j/ / ////��i • ' /j/ l ) / WITH 1 #4 VERTICAL IN EACH 3 HOOK REBAR 12"INTO SLAB AND 6"INTO ]/��j�/ FOOTING. AS NOTED REINFORCEMENT AS NOTED ONE STORY (2)#5 CONT. V-8" ONE STORY-(2)#5 CONT. 1'-4" TWO STORY-(2)#5 CONT. AS NO?ED # REINFORCEMENT(AS NOTED) �V-g 0 STORY-(3)#5 CONT. B SECTION-STEMWALL SECTION-MONOLITHIC E SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT THICKENED EDGE SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. -BRICK VENEER WITH 1"AIR SPACE "ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)'` CLIENT: ELITE CUSTOM HOMES& AND WALL TIES STHD14 STRAP NAILED TO 2 RENOVATIONS CONT.FLASHING;PROVIDE WEEP HOLES GARAGE DOOR POST. BRICK VENEER WITH 1"AIRSPACE a < -- PA51 STRAP NAILED TO GARAGE EMBED STRAP INTO FOOTING m PROJECT: @ 33"O.C. W _- $ TWO UNIT TOWNHOUSE AND WALL TIES GROUT AIRSPACE BELOW FLASHING DOOR POST.BEND STRAP INTO AS SHOWN. 7:1a -CONT.FLASHING;PROVIDE WEEP Z u_ FOOTING AS SHOWN. - (7 DONNER ROAD) SILL PLATE (1)#5 CONT. �I HOLES @ 33"O.C. o oQ' z aDUVAl JOB NUMBER: COUNTY: FILL JOINT WITH ELASTOMERIC �� 6"MIN. GROUT AIR SPACE BELOW FLASHING 'D a! g SCALE: JOINT FILLERi SILL- HEIGHT OF CURB VARIES(8"MAX.) d_ z o 3 i r— #4 WITH 6"HOOK INTO FOOTING w 1'0"(U.O.N.) o' PLATE CONCRETE SLAB z w E DO NOT SCALE THIS DRAWING �� — AND BENT 12"MINIMUM INTO " a I RELEASE DATE: THICKENED EDGE. � GRAD THTC -� '� -26-17 CONCRETE SLAB o _ 05 GRADE �� i �, L_ GRADE � REwsloNs: 8"CMU STEMWALL WITH(1)#4 @ 48"0. o z_I ryj� ✓iii/� p` // a Qve/ r �I. (�.. �\\� •d a• vk Q \�\/ Ali u � ��//�/i AND IN EACH CORNER. _► t s��/�� %GRADE • • /%�' FILL CELL SOLID AT EACH#4 REBAR. 5r Aj/�/A�j //�j/ ASA/� ° 8 %j /✓ / � DRAWN BY: CMF HOOK REBAR 12"INTO UPPER COURSE �� i /� "� — °— °� � �_ � � OF BLOCKS AND 6"INTO FOOTING. V-5" ONE STORY (3)#5 CONT. „ CHECKED BY: 6 1'9” TWO STORY (3)#5 CONT. ��//i��/j%/��/j�j��/j��j��/j��/%�/i�//ice NOTE %%�%� FSS V-8" ONE STORY-(2)#5 CONT. 6"M1N:'� �%�/�/�i ��Ib N _ �� ,��ij��ij�/� REINFORCEMENT IS NOT REQUIR�` _ rIrLE: 1'_g" TWO STORY (3)#5 CONT. TO PASS THROUGH SLOTS IN STRAP. FOUNDATION DETAILS SHEET 1 of 2 SECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK P DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION MONOLITHIC SHEET SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT N D ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. r X6"OR'32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROOF COVERING(BY OTHERS) '32'RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES UL SB ERG '32"RATED SHEATHING,EXPOSURE I-METAL ROOF ENGINEERING, INC. FASTEN WITH 0.113"x 2%"RING SHANK NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. - 11481 OLD ST.AUGUSTINE RD.,SUITE#202 a JA i R?ILLE,FL.32258 CONNECTOR AT EACH TRUSS / '00 pL�?`9t} 4!""260.4367 .�,�� s (SEE TRUSS CONNECTION SCHEDULE) m (t om a� NOTE: i OFFICE COP �� :� ;R 2 ft TRUSS TO WALL CONNECTION CORNICE DETAIL�/ `(j �' HARDWARE MUST BE INSTALLED (BY OTHERS) ' ON THE EXTERIOR SIDE OF THE m 'G,Q ' oG w WALL _ ��° �g t k r 2x_No.2 SPF OR No.2 SYP _ i GYPSUM BOARDL. h. SUBFASCIA WITH(2)0.131"x 34" ENDNAILS AT TRUSS(U.O.N.) (2)2x—SYP#2 DOUBLE PLATE(U.O.N.) $ Y WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE s 05-26-17 DOUBLE PLATE(NAILING MAY ALSO BE s i FLOYD S.SIMPSON,PE STAGGERED ACROSS BOTH PLATES) " FL PE No.50791 a COMMENTS: %6"OR'32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ( OTHERS)— SEE DETAIL"F"ON SD-4 FOR BETWEEN FLOOR ROOF COVERING BY CONNECTIONS '32'RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES 2x__SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM E '32"RATED SHEATHING,EXPOSURE I-METAL ROOF a BOARD WITH 0.131"x 3Ya"NAILS @ 6"O.C. 232"RATED STURD-I-FLOOR(T&G)SHEATHING FASTEN WITH 0.113"x 2%"RING SHANK GLUED AND NAILED.FASTEN WITHx 22)/2" E NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS, RING SHANK @ 6"O.C.ON EDGES ANDD 12 12"O.C.IN CONNECTOR AT EACH TRUSS THE FIELD. � (SEE TRUSS CONNECTION SCHEDULE) \ / %"CLEARANCE BETWEEN PANELS NOTE: BETWEEN FLOORS FLOOR JOIST(I-JOIST SHOWN,SAWN JOIST s TRUSS TO WALL CONNECTION CORNICE DETAIL�/ SIMILAR-SEE SECTION"C"ON SD-4 FOR OPEN 2 HARDWARE MUST BE INSTALLED (BY OTHERS) / WEB TRUSS) ON THE EXTERIOR SIDE OF THE WALL 2xNo.2 SPF OR No.2 SYP GYPSUM BOARD I GYPSUM BOARD — — SUBFASCIA WITH(2)0.131"x 3Y4" .i ENDNAILS AT TRUSS(U.O.N.) (2)2x—SYP#2 DOUBLE PLATE(U.O.N.) NAIL JOIST TO PLATE WITH(2)0.131"x 3Ya" TOENAILS WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN ALL LOCATIONS AND SHALL (2)2x—SYP#2 DOUBLE PLATE(U.O.N.) BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE RIM BOARD(LSL OR LVL) '%2"FULL LENGTH RATED SHEATHING,EXPOSURE I. DOUBLE PLATE(NAILING MAY ALSO BE 3z"FULL LENGTH RATED SHEATHING,EXPOSURE I. FASTEN WITH N COM OR ON INTERMEDIATE NT RM NAILS 6-O.C.ON STAGGERED ACROSS BOTH PLATES) FASTEN WITH 8d COM OR 0.131"x 2Y" NAILS(c�6"O.C.ON I m CLIENT: EDGES AND 12"O.C.ON INTE.)(BLOCK ALL EDGES) EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. 3 ELITE CUSTOM HOMES& (U.O.N.)(BLOCK ALL EDGES) ` (U.O.N.)(BLOCK ALL EDGES) GYPSUM BOARD RENOVATIONS 2x_SPF#2 STUDS @ 16"O.C.-U.O.N. APPLY"SHEATHING HORIZONTALLY FOR STUCCO / (SEE WALL LAYOUT) 2x—SPF#2 STUDS @ 16-O.C.-U.O.N. S PROJECT: II APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) TWO UNIT TOWNHOUSE Y RATED OR 15/32"RATED SHEATHING MAY BE APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 (7 DONNER ROAD) INSTALLED VERTICALLY. RATED OR 15/32"RATED SHEATHING MAY BE t JOB NUMBE R. INSTALLED VERTICALLY. COUNTY:� � s SCALE: 8"=1'-0"(U.O.N.) INSET WALLY"FOR STUCCO APPLICATIONS E DO NOT SCALE THIS DRAWING INSET WALLY2"FOR STUCCO APPLICATIONS y RELEASE DATE: z W s 05-26-17 ALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE— 2x TREATED a REVISIONS: SYP#2 SILL PLATE WITH WALL SHEATHING SHALL EXT END TO BOTTOM OF SILL P IN ALL LOCATIONSLATE AND SHALL B I 2x E NAILED @ 3"O.C. i � 3 , —TREATED SYP#2 SILL PLATE WITH SIMPSON/e'0 x 6"TITEN HD IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. SIMPSON%"0 x 6"TITEN HD (OR TITEN HD ROD COUPLER) _ (OR TITEN HD ROD COUPLER) = DRAWN BY: WITH 3"x 3"xY4"WASHER 24" Ip @ O.C. WITH 3"x 3"xX"WASHER @ 24"O.C. CMF CHECKED BY: FSS TITLE: FRAMING DETAILS A SECTION-TYPICAL EXTERIOR ONE STORY WALLSHEET 1 of 3 SD-3 B SECTION-TYPICAL EXTERIOR TWO STORY WALL SD-3 SHEET: -jiSD-3 J r ULSBERG ENGINEERING, INC. DOUBLE PLATE — 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 �ilwiwnfNdapgrQ ngineering.com \3` 25846 •m p ;7 E e OFFICE COALIU D HEADER(AS NOTED)MAY BE RAISED TO BOTTOMZZ o / OF DOUBLE PLATE-MINIMUM(3)2x4 REQUIRED AT TOP OF OPENING WITH RAISED HEADER. o _ r 1 _ FASTEN SHEATHING TO HEADER�/ � ° o ° - 17 z ,, � �`\ > � t4rt�ititb�1 IN 3"GRID PATTERN AND FASTEN i/ 0 �(2)MSTA30 STRAPS m FLOYD S.SIMPSON,PE SHEATHING TO ALL FRAMING 3"O.C. FL PE No.50791 @ ° ° ,�� ° kMENTS: USE 0.131"x 2Y2"NAILS AT ALL LOCATIONS(U.O.N.) ° ° NOTE:SHEATHING ONLY SHOWN FOR _ NARROW WALL SECTION. REMAINING SHEATHING NOT g FASTEN PLATE TO HEADER- o /j ° ° SHOWN FOR CLARITY. W/(2)ROWS OF 0.131"x 3%"@ 3"O.C. ° ° j MINIMUM(3)STUDS E 91 o O o E MINIMUM(3)STUDS-----. ° o o 91 uIo 0 MINIMUM 16 ° ° ° g RATED SHEATHING �� NAIL BLOCKING TOGETHER---Z W/(3)EVENLY SPACED 0.131"x3Y4" STHD14 EMBEDDED STRAP—\\ . ° ° (OR HTT5 IF NOTED) °/j�, ° CLIENT: ELITE CUSTOM HOMES& X8"EPDXIED ANCHOR BOLT °I j/ a PROJECT: RENOVATIONS STHD14 EMBEDDED STRAP w/(7)MIN.EMBEDMENT w/ / (OR HTT5 IF NOTED) $ TWO UNIT TOWNHOUSE MINIMUM 2"x 2"x Y16" °' ' (7 DONNER ROAD) PLATE WASHER o p'Io o � JOB NUMBER: COUNTY: 17-09301 DUVAL o%'o o o s SCALE: o ° CONCRETE FOOTING Ya"=V-0"(U.O.N.) ° a �PERFOUNDATION PLAN DO NOT SCALE THIS DRAWING 4 d I d y RELEASE DATE: 05-26-17 REvisloNs: a � 4 � d QF DRAWN BY: CMF a Ca d d a CHECKED BY: FSS TITLE: APA WALL DETAIL A DETAIL-NARROW WALL METHOD DETAIL � SHEET: S°$ SD-8 J J LL 10) � Q� W� Qm� — 00) I� z� J -io �-Q� 0 0 0 _ m0 0 W Q M :�N 3 0� „0 L—,2t „9 �Z Q 0 D 6 (N 0) , F - -9— �- - - -g— �- - - - - - - - - - - O _ „Og „0� 09 „02 „09 "H _ 09 92 t00 I v > C, Z 0 z :2 1o N ►n m Z J z _ 0 I- Z_ m ubisa ua 0 i Jad , 9—,OZ r. 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SIDE 2ND FLOOR k"a 2X_ BAND BOARD PER TRUSS MANUFACTURER 1/8" CLEARANCE BETWEEN PANELS BETWEEN FLOORS 23/ RATED SHEATHING RIM BOARD — NAIL TO TRUSSES WITH (6) 0.131" X 2.5" NAILS____� /ZN v7s z TOENAIL TRUSS TO PLATE WITH (2) 0.131"X3.25" NAILS DOUBLE PLATE (U.O.N.) ALUM. BREAKAWAY CHLIP EA. SIDE 2X4 STUDS @ 16" O.C. STAGGER TYP. FLOOR TRUSS @ 24" O.C. PER TRUSS ENGINEER THREADED ROD FROM FOUNDATION TO TOP CONT. BLOCKING CUT 1.25" AIRSPACE BETWEEN PLATE PER ENGINEER BTWN. @ SHEATHING AREA SEPARATION WALL JOINT AND WOOD SHOWN OR PER ENGINEERING FIBER CEMENT BOARD EXTERIOR SIDING ON HOUSE WRAP ON ALUM. BREAKAWAY OSB SHEATHING TYP. CHLIP EA. SIDE 2X6 STUDS @ 16" O.C. 2 LAYERS GYPSUM SHAFT LINER C TRACK AND H STUD 2 HOUR FIRERATED AREA SEPARATION WALL SYSTEM— SEE ENGINEERING 7/16 OSB SHEATH. W/ 8d NAIL @ 4" O.C. @ EDGES & BATT. INSUL 12" O.C. @ FIELD STUDS MIN. INSTALL PER CODE W/ THREADED ROD HOLD DOWN METAL SPACERS SYSTEM SEE ENGINEERING 4" CONC. SLAB W/ 6X6 10/10 W.W.M. ON VISQUEEN CONC. MONOLITHIC P.T. 2X6 PL ON INSUL. FOUNDATION SEE SET PLATES IN BED OF ENGINEERING WATER PROOF CALK GRADE VARIES VISQUEEN • • • o CLEAN, COMP., SL CHEMICAL TREATED FILL DIRT DRAWING NUMBER WA 1_ 1_ S E C T I ONS T W O U N I T T O W N H O U S E L C3 T 7 M _ �, _ SCALE: 3/4" = 1 '-O" REVISED: PROJECT ADDRESS: DON NER ROAD LOT 7 DRAWN BY: J I G I [ II M A2120 MAYPORT RD. ATLANTIC BEACH , FL ATLANTIC BEACH , FLORIDA DATE: 05/ 15,/2017 REVISED: ATLANTIC 249 0072 904 994 6596 OF 1 1 A FZ C H I T E C T IJ RA L BUILDER OF RECORD: ELITE CUSTOM HOMES AND RENOVATION INC. 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Sbaftwall&Ara SOPMOOR Wap Systems I. aft H-STUD,C-RUNNER,ALUMINUM BREAKAWAY CLIP&ASSEMBLY DETAILS www.MarineWARE.com AREA SEPARATION WALL FIRE&SOUND RATING SUMMARY www.MariaWARE.eom Submittal 09 29 00 CONT. C SHAPED 4SHEATHING WITHIN '-0" OF PARTY WALL L0) 1 FIRE-RESISTANCE DESIGN METAL TRACK Area Separation Wails Area Separation Wall Teat Dab 1" Shaft Liner FILL SPACE BTW N TestRnfarana•wxlge:;gnNa.MwmfAt2o-03E ISN Assembly Usage Disclaimer TRACK & SHEATHING Z� The MannalWARE Area Separation Wall is Constructed once the training for one multistory molt is complete a i a use n 2Nar■.m•aewrmAraseprerwnwagaeawmMy n WITH FIRE RESISTANT i and prior ro the construction of the interior training on the adjacent unit.The was separation was is Fire Congtaentr. "'^1 a6+ TAumts a Gypsum 1 a z F R i t R t ANSI/U L 263 FOA i ^ r 1 m k M1 co constructed a minima 3-4 away from um adjacent framing,which is typically constructed from wood. • Any UL Classified 1-2 Aypsan wallboard,ofeated an„, 75219 GYPSUM WALLBOARD M ENTIRE / Q 0) BXUV- ire Resistance once a inns- LENGTH TYP. ROOF W n vertically or horizontally to wood framing. 21 0° In merry Cassa the oma separarion wall is positioned 1 away from the wag framing ro accommodate the HSwd www.arad p e.m.com / (� 1 Liner Boardpanals teedagRMaaekingbe`wae"the Hear kwels. One 111lareram*sideofassembly. BXUV7-Fire Resistance Ratings-CANIULC-S101 Certified for Canada � • Wood Framing-Nominal:2 x 4 wood from ng, 1.6004" Technical004 I lz an.SN7 spaced 24 as maxkrmm and spaced 112 from See General Information for Fire-resistance Ratings-ANSI/UL 263 U f PHYSICAL PROPERTIES SECTION PROPERTIES shoftwall surface-OR- Shaft Liner panels consist of a fire-resistant type X gypsum core that Is encased in a moisture resistant,100 percent recycled green Mood ad Web OIL Mo florae Cud" Wright Arr le ss `1 81, face and back paper.The face paper is folded around the long edges to reinforce and protect the core.The panels feature a double J • SteelFraminp•BarinA:3.112 raln.depthx 1-518 beveledetl the use See General Information for Fire Resistance Ratings-CAN/ULC-5101 Certified for Canada Q TMeko Matl pa') S g g squarecut and finished smooth.Shen Liner panels are available:1°thick x 2'wide,and in a variety of lengths. g / ALUM. BREAKAWAY man.Range 20 gaups stud,spaced 24 O.C. Prod menu u ed by American Gypsum contain no asbestos and no detectable levels o formaldehyde. 21GHS25 2 25 18 0.0188 640 0.4310 0.1270 Oilli 02995 0.0147 0.0178 maximum and 112 from shattwall reface. - CLIP EA. SIDE � Q 0) 2181M20 2 20 30 0.0312 640 0.7150 01100 0.1681 0.1582 0.0243 0.0289 • Steel Framing•Non Baring:3-518 prim.depth x Design No. U347 1 Steel min,demos 25 gauge said,spaced 24 O.C. hag Liner panels have achieved UL Environment's GREENGUARD GOLD Codification.GREENGUARD O J 2' i CeIt products are sclentifically proven to meet some of the world's most rigorous,third-parry chemical emlsslons standards, mexiaMn and 112 from shaftwag surface. helping reduce bd for air pollution antl the risk of chemical exposure while aiding in the creation of healthier indoor environments. *1/8' a 2 log dummurn bmakeway crp attached to For more Inionnag m,visit wanv ul.comlgg. December 15,2014 2x4 NAILER CUT BTWN. � C-R"nner wood or steal burning. • Any UL Classified 1 Type X Gypsum linear Q _ Shaft Liner panels are used in conjunction with other American Gypsum products and metal framing membere for Sheltered 90° i y beards.Two beards back-tO-back are inserted and Area Separation Wall systems.Lightweight non-bad bearing gypsum Shatlwall systems have replaced traditional masonry for Q .IL- -IL interior vertical stairwells,elevator enclosures and mechanical chases. 3 4' ertil an locums iagakMt the web of the track and into the recess American Gypsums Shaft Liner has been approved for use In the following assemblies: Nonbearing Wall Rating-2 Hr(See Items 4,4A and 4B) of the studs. 4) U 375 2 Hour H-Stud Area Separation Wall System ATTIC 2-1/8" • MarmillWARE H Said-2,25 Gauge.0179 yr V 455 1&2 Hour Shaftwall Systema using I,C-H and C-T Studs 2" (18 mR)-33 ksi Y Nsor Noe-aarilg gra SeparaUsn Wdl Asseslbty y,r U 428 2 Hour Shaffwan system using C-H and D-T Studs Finish Rating-120 Min(See Item 4) N-Sad C-lienar U 429 2 Hour Area Separation Wall System using C-H and C-T Studs 0 "-1tl6arga HoTI/waned `+ V 433 2 Hour Shaftwall System using I-Studs 11 Breakaway Clip IBA) '� STC Ratings-61,69,70(See Items 7-7B) ATTIC W Wall Beetle Anally a Exposure to excessive or continuous moisture and extreme temperatures should be avoided during delivery,storage,handling and TYP. ROOF TRUSS - 0 BA agOw 8 fife d sanctum to conepse while Installation.Eliminate sources of moisture immediately. @ 24' O.C. droe damage 'p Indicates such products shall bear the UL or ICUL Certification Mark for jurisdictions1 pempttinp the fie waN to remain in place,Protenonp Limiting heights and deflection criteria forme system should be based upon the metal stud manufacturer's recommendations. p Woad or Sold Stud ttl the UL UL Certification(! h Canada),employinge or certificaton sucas anaarespectively. 0) whiscart units.. ; Panels should not:oma In direct contact with concrete,masonry or other surfaces that have high moisture content, l )r gProvide flexible as aanucaulk at partition perimeters and penetrations to avoid air leakagelwhisting and dust collection, Q d- 1 Unm Rowd •For on with Ams Sowation Wag Systema 7, Used in non-load Ioaring systems only. ��. • TRUSS TRU TIE DOWN STRAPAluminum.063 Nottobeuaedin nun0nedalraupplydud. transition Drppned to ureter extreme host 1 EA. TRUSS N m} \ _ � Freeing must be s>aced no more Men 24'eta r : Not to be used in teas with direct exposure to water or continuous high humidity,e.g.,saunas,steam rooms,gang showers or indoor swimming pools. A Z O '12 ' aid ° Avoid exposure to emperetures exceedi�125°F(52°C)for extended periods of time,e.g.,located adjacent to wood burning stoves and or heating appliances. •- Q H,by11dGypsum board does not generate or support the growth of mold when It is property transported,stored,handled,Installed,and0 . s res are resent eve ere and when condi ions ar fav ra e;mol n w on r II n /S�Po P rywh t e d ol ni ce 9ro P acbce y e y 0IV 1Y '- Generis UL Assemblies for H-Stud NYC A revel surface.GYPSUM BOARD MUST BE KEPT DRYto preventthe growth of mold.Gypsum board must be stored In an area that protects afrom adverse weathercondl- `V V 1III w bad) Sons,condensatio I,and other forms of moisture.Job site conditions that can expose gypsum boaN to water or moisture must be evoidetl. A Ye° UL 0336 UL U366 UL U375 MEA 161-05-M O Breakaway(3q \ •; 'M UL 0347 UL U373 UL 0388 Gypsum bora s Ad not ti exposed to elevated levels of moisture for extended periods.Examples of dielevated levels a moisture Include,but are not limited is e r exposure to rain, mdensation,water W kegs,and standing water Some boas exposed to these contlgbns may no+need to be replaced,depending upon the source 3/4 AIR SPACE B of the moisture wx the condition of the gypsum board being considered for replacement. 5 Sublimer When gypsum boa's is exposed to elevated levels of moisture,an assessment of the potenfial damage to the gypsum board must be made by the contmctoddeslgn j 3 Row-ists w trussas Y fig. 312• t„ a professioneVowne as to whether boas exposed to these conditions must be replaced.Gypsum wallboard may experience limbed intermittent exposure to moisture 1° �T `" 75, 3ALCL R from a variety of su urces,such as improper storage,construction or design defects,water leaks,etc.Gypsum board exposed to water should be replaced unless all 3f4 Air space belwrea �T' '- a5° C of the following co diaons are met. �r/•'st�� TTy�ry� ALUM. BREAKAWAYZ TYP. GYP. H•sud and swAwesd 1.The source of the water or moisture Is identified and eliminated. CONFIGURATION V ilt'f.1 I�N A 2.The water or moisture to which the gypsum board was exposed was uncontaminated. EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY CLIP EA. SIDE BD CEIL ■ 3.The gypsum ME rd can be dried thoroughly before mold growth begins(typically 24 to 48 hours depending on environmental conditions). 4.The gypsum boz a is structurally sound and there is no evidence of rusting fasteners or physical damage that would diminish the physical properties of z 17 2ALCL the gypsum boa's or system. Z ,{ Z Below are the general recommendations for drying out gypsum wallboard once exposed to moisture: Far rare hdwm.tir,OU"sanestMdrAWAM-Twh.W Serdrs at 85i&46.154G Far eves idomrtion,OM safest MadOWARE•TederW 8wvim at w5545.1 SO. -The source of we or or moisture must be eliminated. Q Q B This tadummi kfermeam means use mest ewrem missionaries waieMe end wpwsedaa my and at This techdcd infmmatim nflacte the most curet mtorromm"wa7ahk sed superseder my ends U .Adequate ventilat on,air circulation,and drying are essential to minimize the potential for mold or other fungal growth.Fans should be used to increase _ immews pMkarire erle rtive May 11,2015 d'9M-&MI5 previous publication ff.*,.May 11,7015ISW.512015 air movement. BATT INSUL 00 Z ff � 0 Sbaftwdl&Area Sepsmdsm WMI Systema Shaftwou&Area Sediment"WIN System . -' -. 4 LL Ilona L MARINOIWAREM www.MarinoWARE.com INSTALLATION INSTRUCTIONS&DETAILS www.MorineWARE.com -Thelnteriofofth building must be thoroughly dried immediately, 1 2 5 3 Q The indoor humidity can be lowered by using fans and portable dehumidification equipment and by opening up the building when the outside air is drier than the air e O inside the stmct re, Damaged gypau I board and other wet materials that are to be replaced must be removed from the building to facilitate drying. Z ' -Closets,cabinets and doors between rooms should be opened to enhance circulation of air. For more detail Information,a water damage restoration specialist should be contacted. Eraztli th52"Area Separation Wag Sugpasted details for Area Separation Systems ____ _ _ __ _ 2 - - _ k?=M•- 12.FOr seats,ducts or Other Imp penetrations or opeeng3, 3.4 Finishing ll IMPORTANT-IF iERE IS EVER DOUBTABOUT WHETHER TO KEEP OR REPLACE GYPSUM BOARD THAT HAS BEEN EXPOSED TO MOISTURE-REPLACE IT. -' "-' __ HOUR FIRE R E S TA N T RATED 0 Q 0 Install Jamb Track as perimeter framing.Use 20-gage track A-A a non-har - flexible aslant continuous at all Apply denmg, 1.Position 2"MarinoIWARE C Runner a minimum 3.4"hon the framed wag of � CAUTION:When rplactng gypsum bora in a fire resistance or sours rated systems,care must ou taken to ensure that all repairs are consistent with the specific fire 0 with a de gypsum far elevator dopa are ce di cavity.'hei g Full Wall Detail .�. or sound rated des tin initially constructed(gypsum board type,fasteners and their spacing,end staggered points). T3/4 ---- »----------- ; - -------- --------- --- -- ------ Perimeter edges.lieutna nts with declare materials and the adjacent umt Fasten C Ramer to foundation wth1 power-driven fasteners WHEN TESTED I N ACCORDANCE m W 12"wide gyps-tiger Strips far doors exceeding 7 0"halpht. paretrations n tum facnp layer. aped a maximum of 24"0.c.Wien specified,apply a minimum 1-0"of Boor oacx 1p Gypsum boardmu t be protected during transit with a weather-tight cover in good condition.Plastic shipping bags are intended to provide protection during transit 3.2lastallatiwn of Framing(Ara Separation Wag) acoustical salem under the C-Runner to maximize acoustical ma Run aooF muss only and moat be romptty removed upon arrival of the load.Failure to remove the shipping bag can increase the likelihood of developing conditions favorable to the WITH U L 6 3 9 B.Tape and finish as joints at face layers with tape and joint P �• growth of mold. 1.Foundation:Position 2"C-Rummw at flow and attach sacundy compound and finish fastener heads with joint compound the C4kmw to the and of the foundation.In the case of offset uwts,run wnv Bwcxwa rias nawiBeal Gypsum board must be delivered to the job site as near to the time it will be used as possible.Individuals delivering gypsum board to Jobsites should ensure that a Is $' to foundation at ads and 24"o.c.Caulk UWK ruonar at ma ASTM C 475. the C•RuBm to the ad of the offset unit. carded,not dragged,to place of storagellnsmllation to prevent damage to finished edges. ti's wont arDD FN eING e ALUM. BREAKAWAY BREAKAWAY U specified with min.nar bead is ion. el seslant who 3.5 Pmuedn of Work 2.Instal MadmAWARE H Stuart and 1'Liter Board to a maximum height of is-- FaaNlNo velhalrnsn Gypsum boas m tae stored ler ofithe ground and under E VER protective edge end.Gy suers must be used to assure support fortab entire length of the nous az to prevent AIR SPACE 6 e{ - fpedfied tereduce mase transmission. 2'above the first floor line.Mang two Miner Board panels vertically Into �� mNn s1 sagging.Gypsum oar shah always be stacked mat-NEVER on edge or end.Gypsum board stacked on edge or end is unstable and presents a serious hazard should rj ' CLIP EA. SIDE A.Protect shaftwaN work from damage and deterioration until n1' s It accidentally topple.G 'g"' the C Runner at am and of the wag.betas the H Stud over the double ouble bowled Gypsum boas shout ce placed so weight is evenly distributed and the moor is not overloaded. Z 2.First Flaa:Natall NStuds and mean[liar Boers.Attach two date of substantial completion. wlrRsrrnDN..xoor O ft*nams of 1"Liner Bard vertically in C-Runcer with long edges of the Liver Bound mels and continare ahomatdy until the wag has Buz-roaxx c NOr J B.Repak damaged work to be indistinguishable loam adjacent nota lation-Installation of 1'Shaft Liner panels shall be consistent with speclled application details for Shafhvall or Area edges in H•Stud.Continue installing H-Studs aid Liar Board reached the opposite and of the foundation.Tm ku to the wag using a wI-vas rnn SCREW �i�7 n e ` wi wok.Replace work that carnet be repaired es required. • Separation Well systems.The assembly must be erected in the proper manner and with all approved components used in a sero- CON IG^URATIO• B I ahonertdy until well is complain.Attach horizontal C-Runrer C-Runner.The vertical C Raners at each end of the wag should attached 1 1 N•cevwwu SCREW a cessfully complete fire endurance test.The contractor,design professional and or owner shall ensure that only the components that were a part of the approved tat J to top of Liver Board,fastening Haines of C-Runner at OR LbrAntlem in the comers to the horizontal sections of C-Runner using a 318"pan had screw. a are used;do not substitute components.Handling and application shall be consistent with methods described in the noted standards and references indicated below. EXPOSED To FIRE FROM EITHER siDE I corers on both sides of Liver Board with 318'ddl point • Non•bed-bearing;at to be used as a uni led air supply duct. �a r- M 3.Cap the feat section of the area separation wall w th lL-Racer and attach ALUM CLIPS SPACED Q {F� terms• • Not des' for exposure to content hi aaistum conditions p n'Oad Manufacturing ASTM C+396 CorlflgUrBflon C + - � P Ah to the vertical C-Runner in the coders using a 318" a straw. FIBS eincxwc Ins aea,BNm vve s e etii Ga V 3.Intermediate Roos:Attach C-Runner to C-Rarer cap a wag or direct water. Federal Specification-SS-L-30D Type IV Grade X 10' 0.C. VERT. BELOW Z W bolder,staggering end joints at last 12".Fasten C-Rermer 4.Allarniam brakaway dips span the mermen 3 4'airspace and Provide a fumble Installation ASTM C 840 • Elevator door assemblies requite support Independent ofBATT I N S U L together ain9 donde 318"screws at ads and 24'a.c.Fasten link between the H Studs and the adjacent wall framing.Attach the aluminum Gypsum Association GA-216 shaftwag petitions. Gypsum Association GA-620 23' AND 5' O.C. VERT. HStuds to adjacent framing with aluminum bleakawaY clips. breakaway dips to the flange of the H Stud uzrlp ane 318"pen head screw and artoeseow,x rcooa Attach breakaway clips to HStud with one 318"drill paint • Good construction practice calls for partition central to the adjacent wood training using ga I'drywall screw.The aluminum break Surface Burning Characteristics ASTM E 84 1 2 3 screw and to adjacent wood framing with 1114"drywall joints to coincide with that of the building structure. away clips are typically located vertically at ado floor level 110'-0'o.cJ and Flame Spread 0 A B 0 V E 23' 0 lasinrosFnilnnv �' Smoke Developed 0 screw.Install fire blacking between solid wall system and • Limiting loads and heights not to exceed design specifications horizontally,on every HStud(24"o.c.l.When the total height of the are ay adjacent framing at Hoar fines,bottom of truss line and any or data provided heroin or by metal cumpaent supplier. separation wall exceeds 20'•0,aluminum breakaway clips alwl be installed 'OST 1YA00 oe avenin A r-uNaa BOARD Desired fire rated assemblies are specified from tests performed by independent laboratories.These designs are made up of spa- •• - .- - ather locations according to code requirements. • Provide flexible salaMicadk at partition perimeters and awry 5'-0"for the lower 20'-0"and every 10'-0"for the upper 30'-0" tutu u OnsslnFnr C of the wan monthly.Aluminum breakaway dips are installed on both side GBunNEa •.e 'ft component f in a precise configuration.When choosing construction the test designs to meet certain fire resistance t e requirements vigilance _ - 4.Roof:Cut liner Board and HStads to follow roof pitch, penetrations to avoid air laakagalwhistlirg and duct collection. ly must be taken to In rare that each cram rent of the selected assembly Is the ones fled In the lest and are assembled in accordance with the re wremens of the -- --� --- ---- -- --- Fasten H-Studs to bidding with an aluminum breakaway did. of era seperafian wall. "c°"s"c se"'""r p0 Y q __-' �rrauuaol � assembly. 10 1 3.3 Installation of Gypsum Bard 5.Fire blocking is Installed an bath sides of the ems separation was at sodr flow °1w0v ON A.ShaftwaRiStBirVMI system finished one side: level as defined in the IBC. - 1, listen gypsum board in a double layer on one side,either 6.To continue the wait,install a C Runny over the C Burner used to cap the lower ltibrmadtate Floor Detail Thickness Width. Length* Edge type UL types A 0 horizoatagy or vwtic*. section,placed back to back and attached together with 118"pan had screws 1-swab ecwro IANY UL CtAesre-o 1'(25.4mm) I 2'(610mm) 8'-12'(2438mm-3658mm) Double Beveled I AG-S 3/4e AIR SPACE: 6 4 ALUM. BREAKAWAY 5 CLIP P EAS II D E 2ND FLOOR O spaced 24'o.c. & (n 2. barren the first lays of gypsum bard bor¢ontsHy withara•,zm srncv a Special lenges or edges may be mailable special oxer.Consult your American Gypsum sales representative for details. approved fosterers spaced 24"o.c.and 3"from all edges. 7,The support walb located a*mm to,and on wash side of the solid 2"area NsuwrroN Thermal Resistance'R'Value 1'=0.73 3. Offset the horizontal joints Ina main 12"tram my splice mparmdwx wan,protest and maintain t o oWPmdBd"air splen.These support IAc,r-max c1ns+Nm > joins in the Liar Board panels. wags offer imaawd acma*d privacy and provide neca aesdon.They can • V) 0 El 4. laatall the facet layer board parallel to the 1.1N-omwucscaavr Job Name: - -- - - -- - - -- aY gypsum P h�da:igad a bad heorig.These walla cera reed by aaamOdat a sada compliant I - - - - - - - - - - - - - - - - -- - - -- - W O herring with approved fasteners spaced minimum 12"o.c. eledincd end pbmbng systema.T��should not ssPede the required m•rata HEAD s^ 34' air space.Apply acoustical as SM said penetrations for oa o- nmol W and 6"from all edges. Contractor. D- W 5.offset edge and we joints from the base layer at least 24". man vac..statisal privacy. ACOUSTIC aEAIANr IAe nEWmEDI B.StakwaNSteirwall System,Finished Both Sides: S.Once the 2"area separation wag is sneered,construction of the Idlawm ntaiier fF11N6 - - - - - - - - - - - - - - - - - - --- - -- '� � � � AwsawuM 0 1. install gypsum board an both sides,either horizontally firm"y wait firm" begin.AkmlMgnh Brealteway dM him**8e binttahti0dn is IaEAl v cue f or vertically. identical for botln sides If the 2'ape$$Pa's ion wrl Attach gypsurn board with approved fasteners spaced 12" vee a .m z. o.c.and 6"from all edges. iAnrav�" CensswO A"M) U 0 3. Offset edges and ends of gypsum board on opposite sides W W W minimum 24'. 0 J � D � m For are lobmrti.%pkat artact MadniAWARE•Twhalml 3wrkr at 8N-WI645. Fr arms,Idhraagm/here caused,Mwb PME•Tee meed awvkn at 858545.1545. 12 Tka techadi intensities roving the most gement Measutir weBsMa and ayardem my and all 10 Thi technical Inkareu raises eaaeanames✓reser aeaimek W wpememsmy ad ee peavlem pobtims aHsdre May 11,2016 ISW-5015 arwsIlrikatioaallerska MW1L2015faw512015 DCN1074 July 2073 ALUM. BREAKAWAY J shatheme&Area s[a Separation Wait Sya www.MarineWARE.com CLIP EA. SIDE 2X4 STUDS . ARCHITECTURAL SPECIFICATIONS 16" O.C. STAGGER TYP. PART 1-GENERAL 3.RStud and Cafunow. ■ 1.0 Dsacription of Work a.Galvanized steel,conforming to ASTM C 645 manufactured by Marialtill r Types of Work:The types of work herein specified include,but h.Width:2' lot are not 6mfted to,CT Shattwag,CT Stairwell and HStud Area c.Gage:25133 ksil Separation Well System. d.MA:18 1,25" AIRSPACE BETWEEN 1.1 Quality Assurance B.Festoers:For 25-gauge training-Type S screws. A.Fie Resistance Ratings:Whom shaftwalUstairwall systems 20-gauge For framing-Type S-12 screws. AND WOOD SHOWN OR with fire resistance ratings are indicated,provide UL classified PART 3-EXECifTION AREA SEPARATION WALL Lr Liner3.01gahgatMn Board. ENGINEERINGQ Q ■ B.Provide fire resistance rated assemblies identical to those indicated by reference to WHO(Womack Hersey International) A.Senwal:Fellow MaialWARE recaaempations for PER Mainers or n listing of other testing agencies acceptable to installation of meal framing. W a authorities having jurisdiction. 3.1 Imtallatlas of Framing(ShaftwalllStairwaM 2 LAYERS W W W W NflonOea A.Instegation of Tabbed Track,CT Studs ed 1'Ina Board hQ 1.2 ate An siuftwaWsteiwall framing materiels shall be manufactured by per' AMERICAN GYPSUM 1 " SHAFT LINER ly W MarkwtWARE.All materials shag be installed in accordance with 1. Layout shsftweg in location indicated on construction - printed installation instructions as required by the testing agency. drawings. - 111111 1-3 gay,�yyla 2. Anchor Tabbed Trade pedometer(rating at abutting ALUM. BREAKAWAY OR EQUAL APPROVED F 0 R Product Oster Submit MarnoIWARE's descriptive literature for each horizontal cad vertical constmction. CLIP EA. SIDE U 4 7 ASSEMBLIES shaftwalUstairwag and Area Separation Wag component indicating 3. Anchor with approved fasteners spaced maximwn 24"o.c materials,dmensions,and other data required to show compliance 4. Apply non-harde ft flexible sealant in a continuous � I I with tin specifications. application at fie perimeter. i 1.4 Delivery,Stomp and dandling 5. Space CT Studs at 24"0.c.Adjust the sending at ends of A.Delver materials in original packages,containers a bundles shaftwa8 construction a and studs are minima 8'from 2 LAYERS GYPSUM SHAFT LINER hewing materials brand name,c Identification.or the ends. C TRACK AND H STUD 2 HOUR O I O 'it FIRERATED AREA SEPARATION WALL SYSTEM- N u B.Store materials level,inside,under cover.Kap materials dry 6. Install the first liar Bard pend.The panel length shag be SEE and protect from weather and damage from construction "less than the total height of the framed section.Plead; ENGINEERING operations and other causes. the panel against the web of the Tabbed Track and badn C.Handle system components to prevent damage to edges,ends out tabs in Tabbed Track to secure the panel n place. or surfaces.Protect metal accessories,framing and trim from 7. insert a CT Stud into the top and bottom Tabbed Track u 1 bandig and damage. and fit tightly over the previously instated 1"panel.Allow DU \ PART 2-PROCTS equal clearance between track and stud at top and butter Tabbed Track.The said length shall he "less the the THREADED ROD HOLD DOWN O 2.0 tSrYk total halght of the framed section. A.M fronting: 1"B. Install the second Liar Board pad inside the Tabbed t c Track and within the tabs afthe LTStuds. SYSTEM SEE ENGINEERING 8.6 .zed steel,contracting to AST g, Install succeeding studs and towels in the same manner me grad by MarinalWARE. as described for the fist and second panels until the wall 0. b.Width 2 "4"and 6" section is complete. c.Gauge:to, and 25(40 d 1O.Amhor the final panel section at 12'o.c.with tabs ZZ W W .. 2.Tabbed Track and k: train the Tabbed Track. a.IS adbeda among to ASTM C645 NON LOAD BEARING < W warmfactn y Man (WARE. 11.Where wag heights exceed the standard or available length b.Width: ,4"and 8" of the Lina Board panels,the panels shell be cut and SET PLATES I N BED OF SEPARATION WALL Q C. :20 at elevator doors mammy cavities stacked with joints occurring within the top or bottom WATER PROOF CALK PER UL DESIGN N 0. U 3 4 7 �' 25 standard elsewhere ) thiol of the wall height.The shorter panda shag be minium24'kigand atMd�entlegtl'roa�g°2'rod$. CONFIGURATION FOR FIRE EXPOSURE FROM EITHER SIDE. Far are infeam ion,pier summer MkdWWAREO TwhmkW services at 88&5451545. W This technical iofwmalk.reflects me an canaries intervenes erdlakk and wassails my and all „ CONC. MONOLITHIC m previous poliketims affective May 11,2015 aSW-511015 FOUNDATION SEE • • • 2 ENGINEERING Z T- 0 DWELLING UNIT SEPARATION WALL SECTION :HARDWARE INSTALLAT 0 DETA � LS WBOARD DESCRPTION UL DCS G R 1� L 0