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51 53 Donner Rd new duplex permit r ser, City of Atlantic Beach APPLICATION NUMBER m Building Department (To be assigned by Me Building Deparbnent.) 800 Seminole Road rr Atlantic Beach,Florida 32233-5445 I� Phone(904)2475626 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: S I Cityweb-site: htlp://vnvwcoab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �� © IVN' 1 ,\� D entreviewre uired Yes No Applicant: �{1Q lS7O PM B2N�S annin &Z pp ''1� (� Tree Administrator Project: K)G— Stfo( -- r�.yV�tlJs-f u lic Wo s Q� Ic III � � S u tic Safety Fire Services Review fee,$ So Dept Signature k-VY , ' , 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 Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: U proved. ❑Denied. . ❑Not applicable (Circle one.) Comments: BUILDING PLANNING&ZONINGi� —7 Reviewed by: Data: ! 2y 7 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. . ❑Not applicable P WORK Cc ments: PU LIC UTILITIIESS �-Z 4 'rf PUBLIC SAFE Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised 06119IM7 i City of Atlantic Beach a` PUBLIC UTILITIES DEPARTMENT J 1200 Sandpiper Lane - Atlantic Beach, FL 32233 (904)247-5834 NEW WATER/SEWER TAP REQUEST //// Date k7 - 7G'—(-7 Project Address 5.3 �IfIVLYZ fen Number of Units I 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 Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature 77 CITY STAFF USE ONLY Application N LCA (�— noS -Z Nu 50CKAft�4 ucTA,(- tc Water System Development Charge $ Sewer System Development Charge $ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ JA'0. no Other $ TOTAL $ `So` CSQ (Notes) APPROVED Kayle Moore, P.E. "—^ti Date ` Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED CITY OF ATLANTIC BEACH 800 Seminole Road jUN .33 2011 Atlantic Beach, Florida 32233 Telephone(904)247-5800 _. _. FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: mill Received by: / Resubmitted: Perm t4u 1ber. �I Resl ( 3` ,53 IZE517_005-Z— Original Ori inal Plans Exams r: ProiL- N e: Project Address:Sir Qo 4 Contractor: C4nsy Aa— A6m& Src. Conte Name: 1rhns l..."fjw Contact Phone : 4g-34J-L%p3 Contacte-mail: 11rn;Dd.htlrnartiELy.r. Revision/Plan Check/Permit Fee(s)Due: $ Descri tv tion of Proposed Revision to Ex(stin Permit: etn�.oD Gut �.t auF Ir8' 6w AN?. Aovea hr rk %R9- w - see -5rft al.w -- r6VQ alL�l6 a�tJ fi..J rae (33a 1o(t{��•. Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: // Public W/U Approval: By signing below. 1(pin(nm j ifAn / `l�N affirm that the above revision is inclusivv yf the proposed barges. Signaturiof Contractor/Agent(cwmiur mmr sip)if iwi m in%aiumim) Date RECEIVED nme ( 7 Apples gid: ^' Rejected:_ NailiM br: ___, _ JUN 2 9 2017 Plan Review Comments: w ain De I y o Atlantir. Raarh rt De arbneM review rewired Yes No t/ arming 8 Zonin Tree Administrator Plans Examiner ublic 7191 ( 7 Ik 6� ublic Slafefy 6-36 - 7 Dale Fire Services City of Atlantic Beach APPLICATION NUMBER o Building Department 800 Seminole Road (To be(assigned by the Building Department.) y Atlantic Beach, Florida 32233-5445 Phone(904)247-5820 Fax(904)247-5845 c 1 E-mail: buildingdept(atcoab.us Date routed: 5 I City web-site: hftp://w ,coab.us APPLICATION REVIEW AND TRACKING FORM 2 Property Address: S3 'J© tutu' , 0 De ent review re uired Ye No Applicant: C ke'(STnIosck r�C lannin &Z ' t� 1 Tree Administrator Project: VVG-1.L7 (Nr �(�yyvl�y u Iic Wo s lc 1 ie u-lie Safety Fire Services W gency Review or Permit Required Review or Receipt Dateof Permit Verified Bept.of Environmental Protectionept.of Transportation River Water Management Districtrps of Engineersof Hotels and Restaurantsf Alcoholic Beverages and Tobacco APPLICATION STATUSLttcc�y Reviewing Department First Review: ❑Approved. loenied. . ❑Not applicable (Circle one.) Comments: UILDING Ovrs_J,1sK C— ISSv� S rAN-f PLANNING&ZONING - , Reviewed by: Date: oz r TREE ADMIN. Second Review: Approved as revised. pp ❑Denied. . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:l3��7 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised 0919/2017 CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 7/02/17 OFFICE COPY AW Permit#: RES17-0051,0052 Applicant: Chris Lambertson Site Address: 51 and 53 Donner Road Address: 355 11" Street Review: 1 Phone: 349-2803 RE#: Email: 1 Chris elitehomeslLcom THIS BUILDING DEPARTMENT REVIEW IS ONE OF 4 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. Zoning issue, regarding side-yard encroachment, may require revised plans. Waiting for final plans. 2. All other details can be approved. 3. This project is a 2-unit townhouse residential dwelling and is permitted under the FBC-R, including Section 302.2. Dan Arlington,CBO 247-5813 darlington@coab.us 1 s CITY OF ATLANTIC BEACH rd _ .800 Seminole Road OFFICE COPY Atlantic Beach,Florida 32233 r� Telephone(904)297-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Dater mill Received by: / Resubmitted: Permit Number: I Rasi ( { s3 RE.S17_Do 5Z Original Plans Examr r: Proj t Name: Project Address:514" Contractor: (dna finlrst I)r.bsg Sw� Conta Name: GAns L /a...f3.✓ Contac one : 4p4-344_Zgea3 Contact Revision/13m Check/Permit Fee(s) Due: $ Descrition of Pro osed Revision to Existi or Hermit: sAma out 1 T 4 6• Agw Ag1R� en ant - oN 7(' in t'�iI! F '�IrfN t'GG /acus u 516& aA*' - Set Sdt nhw YfRb� sleas nlsr di+t—Syftj3�` 4ety � Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: / Public W/U Approval- By signing below.I(print acme> L12. L. w�(��,� affirm that the above revision is inclusiv tthe proposed hanger. SignatureofContractor/Agent(C... n.rmunsip-ifincrcus,:in vamaiap Date ^� Oaks lf.Oniy Dole. 7 c / Appro%M:- X aejecled: Noafiniby: Plan Review Comments: JUN 2 9 2017 rr he�an6� nay !-'re Building Department UJIV o Atlantic De artment review required Ye tn din _ o V nnin d tonin Tree Administrator Plans Examiner u w 7" 9'/7 Ws -- ublic a e Fre Services Date o®manvle ar.3 AGREEMENT TO ACCEPT TRANSFER OF UNCOMPLETED BUILDING PERMIT This agreement and a new Permit Application are required to transfer an uncompleted building permit. D ?FFICE COPY I Ch /15 -Arvbtl"{yor✓ . Phone TO q'3119 • 2803 Address 3515' 11 6+A�$ e�W4- bL 14 e, FL_ 4 7-7-3 3 Email Gh r;s u7 etc,& �nmws�( rvv State Certification/Registration # C(SL b5q 19y understand that Building Permit S S -S-1 D„oMe. Rnnn 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 Beforemethis d o Signature of Notary Public S e-_ =M �5"IE 6.SCANNED � 6...0 Date: CITY OF ATLANTIC BEACH -800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR OFFICE COPY CORRECTIONS TO REVIEW COMMENT Date: mill Received by: Resubmitted: Permit Number: gi RESI ( ,5� iZE„5t7-ppSZ -- Original Plans Examt r: Project N me: ProjectAddress:51• y S ---- Contractor: Gltne 9afk- {(ww6 rw& Conti Name: Contact Phone : 4eu-344_2803 Contacte-mail: c.L..:J.L�,.L, „E{ - Revision/Plan Check/Permit Fee(s)Due: $ Dose ri bon of Pro osed Revision to Cxistin Permit. out_ ke. 11, as 6& t AtADye11 0. .L ,.y it M 5%,0 4L O,A�r - Set S rR 1 � ~ f4b+v9 5116 Ist ♦ / yn y t3in ye1� Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: // Public W/U Approval: By signing below.I{prim none[_ an� 4. m affirm that the above revision is mclusiv1'the proposed hinges. a/z�/7 Signature of Contractor/Agent tc..l , r mrd s1,,inn,rcnne in vnmmimo Date omeeu�eoni,. p DWa Apprmv :- aejeaeJ: Noriaedby: Plan Review Comments: JUN 2 9 2011 131.111ding Degartment UffV ofANantir baa t. rt T review re uilmd Yes No /{/G��/uIldin ning v!/ator Plans Examiner / 7Date CmR VIX16 M 3 •f L=IP/y ZONING REVIEW COMMENTS r City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 Date: 6/22/2017 OFFICE COPY Permit: RES 17-0050 Applicant: Christopher Homes Inc. Review: ZONING Address: 355 111h 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 PECE� CIq OF ATLANTIC BEACH JUN 312011 800 Seminole Road J, Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: &1111 Received by: Resubmitted: Permit Number: - -1 RBS17—r��( (53 1ZE,5[7—pp5Z, Original Plans Examt jgc Proj 0C :6 : Project Address:S1t5g�.� Ra / S1r83 Contractor: Conta Name:' U6ns Contact Phone : Contacte-mail: i J tl he lsewr�xF( L Revision/Plan Check/Permit Fee(s)Due: $ Deseri tion of Pru osed Revision to Existing Permit: enaafl P..� rl ....t- Pt., • r N -- Atp. AD-In? SK Sett ol.w fo(,iryo slob e1Lre.�dJ L„b 1;_+1,` toty 'T� Additional Increase in Building Value: $ __ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below,I(prim name)__ �i'i,_(..�wv_�i1+�,� afFinn that the above revision is inclusivygl'the prop/os/ed��hanges. Signature of Contractor/Agent(cmmeaor mM star ifimreax.n vumaamo Date orfi.i1m ml, U.: Apprmed: figecred: Nofifiea by: Plan Review Comments: JUN 2 9 2017 BUilding De 1-11V At ANantir B t+ ri De artmenl review required Yes No nning 8 Zonin Tree Administrator Plans Examiner ;,;,,:,,c o ....._.._ ublic ae ---__- Fre Services Date c,e�oimmrs ac..a C 27 y Comp. By: SRW Date: 6/912017 Public Works Department City of Atlantic Beach Permit No: RES17-005110052 Address: 51 8 53 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 txaween the pre-and postdevelopment volume of stonnwawter runoff be stoned 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) = 6,527 R2 Runoff Coefficient Area Lot Area Description (ft') (ft') "C" IM Impervious 438 6,527 1.00 0.07 Pervious 6,089 6,527 0.20 0.19 Runoff Coefficient(C)- 0.25 Runoff Volume V= 0.25 x 6,527 x 9.3 1 12 V= 1,283 ft' Postdevelooment Runoff Volume: Lot Area(A) = 6,527 ft2 Runoff Coefficient Area LM Area Description (" Iff l "C" Md"C" Impervious 3,754 6,527 1.00 0.58 %ISA= 57.5% Pervious 2,773 6,527 0.20 0.08 Runoff Coafffclent(C)= 0.65 ZONED COMMERCIAL Runoff Volume V= 0.66 x 6,527 x 9.3 1 12 V= 3,339 ftt Regulred Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,339 - 1,283 DV= 2,056 ft, Retention MASTERWAMRRUENTxx1 6912017 Comp. By: SRW cf�,V)51 Date: 6/9/2017 Public Works Department City of Atlantic Beach Permit No: RES17-0051 1 00 52 Address: 51 8 53 Donner Road Provided Storage: Elevation Area Storage (ft) (ft') (ft) 11.5 1,371 0 BOTTOM East Side 707 12.0 1,371 686 TOB West Side 664 Elevation Area Storage (ft) (ft') (ft') 0 BOTTOM 0 TOB Elevation Area Storage (it) (ft) (ft') 0 BOTTOM 0 TOB Inground storage=A'd'pf A=Area= 1371.0 d=depth to ESHWT= 8.5 pf=pore factor= 0.3 Inground Storage= 3496.1 ft3 Required Treatment Volume= 2,056 ft, Supplied Treatment Volume= 4,182 ft3 ReRntion MASTER WATER RETENTION 95/209 Building Permit Application City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 51 Phone::(9,044)247-5826 Fax:(904)247-5845 R ESI-7 — b 0S Job Address: #r Tb*"t 40.4 D ( Okp Ek11,e. aD ) Permit Number. /72-06z}-60a0 Legal DescriptionLaT [� 13�oc�C �6 Rw&et 0 jgrp;'- REIt Valuation of Work(Replacement Cost)$ /A5,OW Heated/Cooled SF Non-Heatedlciu,i 44l • Class of Work(Circle one): New 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 � • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Ne-a Apia (&-/,- 6r*w") Florida Product Approvalq Cart $ for multiple products use product approval form ProoerN Owner Information Name: CD1 LtC Address:16 Cty E!Mail W �� ,rs ,P, �,r-St t PL Zip 32-233 Phone of-�' 9- 2X03 Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Nameof[ompany: Ghni , QualifyingAgent: GinsZbi 73.. Address 35Y //� CitY_fJfOg State r-L Zip'3L233 Office Phone goy-3yq-7go3 Job She/Contact Number 40/- -2 -3 State Certifiation/Registrationif C L�059190 E-Mail f46�1s 0 � 2 Architect Name&Phone d NA- Engineer'sName&Phoneg P 1 z• 1666 94/o/ Workers Compensation �'hea40/' J Erempt/Inwrer/lease Fmplwm/Explrarbn Wte Application is hereby made to obtain a permttto 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 of Owner or Agent Including contractor) (Signa mactarl Si red nd sw to(car affirm �tefor ne this day of Sign d s to(or afR ) efore his day of b by gnatu r'i (Signature Y L , ,, TONI OWLESPERGER [ rsowlly Known OR MyO016MISSION#FFiiNr51 a; EXPIRES.ociclnr6.2919 [ 6sunally Known OR)Produced identification „ sameeihm roan Peercumemii•n a; EXPIRES.OctoberQ'em9 I )Produced ldentiffouk, ',? rp�,eNTeN wav P�er:um•,avn Type of Identification: Type of Identification: ycyAn City of Atlantic Beach "JECEIVE APPLICATION NUMBER Building Department (To be aas�signed by the Building Decpartment.) ' BOO Seminole Road �jjN 6 20 7 R – OOJ Z o Atlantic Beach,Florida 32233544 Phone(904)247-5826 Fax(9C 47-5645 c E-mail: buildingdept@coab.us 111(:_ Dale routed: 5 City"b-site: http://w .Mab,us APPLICATION REVIEW jAND TRACKING FORM Property Address: S3 [-_-)C, tutu D ent review re wired Yes No 11 Olannin &Z Applicant: ��`-- CTRtSTO QHf-2. Tree Administrator Project: Y�J7S (N� LE rAJy�1l.,�/ utic Wors / Ic I I u p I �� _ N C S �.� u tic Safety 4—J Fire Services 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 Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: d pproved. �� ❑Denied. ❑Not applicable J (Circle one.) Comments: Ge 1 kkj ?idoAi BUILDING ^ PLANNING&ZONING Reviewed b TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised 05119/2017 i z z�r' tZol P z ;L lie . 94r' s r 1A 2. V v c rzZli a Camp. By: SRW Date: 6/9/2017 Public Works Department City of Atlantic Beach Peri[No: RES17-0051 /0052 Address: 51 &53 Donner Road Reauired Storage Volume Criteria, Section 2466 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) = 6,527 fie Runoff Coefficient Area Lot Area Description (ff l (te) C. Mcl"C" Impervious 438 6,527 1.00 0.07 Pervious 6,089 6,527 0.20 0.19 Runoff Coefficient(C)= 0.25 Runoff Volume V= 0.25 x 6,527 x 9.3 I 12 V= 1,283 ff3 Postdevelopment Runoff Volume: Lot Area(A) = 6,527 fir Runoff Coefficient Area Lot Area Description (Tt') (rt') "C" Wtd"C" Impervious �,> 6,527 1.00 0.58 70lbA= 57.5% Pervious 2,773 6,527 0.20 0.08 Runoff Coefficient(C)= 0.66 ZONED COMMERCIAL Runoff Volume V= 0.66 x 6,527 x 9.3 / 12 V= 3,339 ft3 Regu'red Storage Volume DV= Posldevelopmenl Runoff Volume-Predevelopmenl Runoff Volume DV= 3,339 - 1,283 DV= 2,056 fl' R .rwn MASTER WATER RETENTION 6192017 Comp. By. SRW J Date: 6/9/2017 Public Works Department City of Atlantic Beach Permit No: RES17-005110052 Address: 51 &53 Donner Road Provided Storage: Elevation Area Storage Irl) ( 1 lft3) 11.5 1,371 0 BOTTOM East Side 707 12.0 1,371 686 TOB West Side 664 Elevation Area Storage (k) (ft°) E)0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft') (ft') 0 BOTTOM 0 TOB Inground storage=A`d'pf A=Area= 1371.0 d=depth to ESHWr= 8.5 pf=pore factor= 0.3 Inground Storage= 3496.1 ft' Required Treatment Volume= 2,056 ft' Supplied Treatment Volume= 4,182 ft' Retention M TER WATER RE NTION 62 17 TO: Scott Williams,Assistant Director City of Atlantic Beach, Public Works FROM: Chris Lambertsonly — Elite Homes,Inc DATE: May 30,2017 SUBJECT: Construction Site Management Plan and Erosion& Sediment Control Plan 49 Donner Street,Atlantic Beach, FL Lot 8 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 pattern 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 constructiom 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, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW MULTI FAMILY MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0051 Description: DUPLEX Estimated Value: 192264.15 Issue Date: 8/1/2017 Expiration Date: 1/28/2018 PROPERTY ADDRESS: Address: 51 DONNER RD 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. CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL- NEW MULTI FAMILY MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0052 Description: DUPLEX Estimated Value: 192269.15 Issue Date: 8/1/2017 Expiration Date: 1/28/2018 PROPERTY ADDRESS: Address: 53 DONNER RD RE Number: 172054 0000 PROPERTY OW NER: 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. (�0�4 City of Atlantic Beach � '"Building Department800 Seminole Road Atlantic Beach,Florida 32233-5445Phone(904)2475826 - Faz(904)247-584,5j;/»% E-mail: building-dept@coab.us Uh5____ Date routed: S I Cityweb-Sita: hfpl//www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S I t_.J 0 O&Z RD De rtmentreview re ulred Yes No _ ��IRlSO � PLL�G } wilding Applicant: anning&Zoning E- 1� \ ((-�� TreeA minis or Project: eui (,JCA t=( AM I / Lf u lic Work U lic Utilities p Public Safety L 1" C— Fire Services Dept Signature; W gency Review or Permit Required Review or Receipt Dateof Permit Verified Bept.of Environmental ProteGionept.of Transportations River Water Management Districtrps of Engineersof Hotels and Restaurantsof Alcoholic Beverages and Tobacco APPLIPATON STATUS Reviewing Department First Review: Approved. ❑Denied. . ❑Not applicable (Circle one.) Comments: SS BUILDING PLANNING&ZONING Reviewed by: Z 1•h-- Date:7 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. . ❑Not applicable P WORK Comments: BLLiC UTILIITTIES PUBLICE'N Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 CF_" City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904)247-5834 a1Dh NEW WATER/ SEWER TAP REQUEST Date Project Address S/ O&JIJ Number of Units�_ Commercial— Residential Multi-Family- 3 It New Water Taps) & Meter(s) Meter Size(s) /y New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter_ Size New Connection to City Sewer V/ Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application It &.5 17 – 005 Water System Development Charge $ ( � �• (� L• 11 l L �'t'�aM 40- Sewer System Development Charge $ `O Water Meter Only $ Reclaim Meter Only $ ii)e" Water Meter Tap $ r i Sewer Tap $ �00.W Cross Connection $ 'Z) 06 Other $ n TOTAL $ 6 �� (Notes) APPROVED Kayle Moore P.E. "\ Date / j C2 Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED Comp. By: Chris Lambertson "^ , Date: 5/30/2017 (ON ;f; yn Public Works Department City of Atlantic Beach Permit No: TBD Address: lot 8 Donner Road Required Storage Volume Cr ria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations requires that the difference between the pre-and posldevelopment volume of stormwawter mnoff 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) = 6,527 fe Runoff Coefficient Area Lot Area Description (ft') (ft') ..C., 11111A C. Impervious 438 6,527 1.00 0.07 Pervious 7,185 6,527 0.20 0.22 Runoff Coefficient(C)- 0.29 Runoff Volume V= 0.29 x 6,527 x 9.3 / 12 V= 1,453 fe Postdevelooment Runoff Volume: Lot Area (A) = 6,527 ftp Runoff Coefficient Area Lot Area Description (ftr) (ff) "C" yrtd"C" Imperyious 3;/4E 6,627 1.00 0.57 % IMP 57% Pervious 2,802 6,527 0.20 0.09 Runoff Coefficient(C)= 0.66 Runoff Volume V= 0.66 x 6,527 x 9.3 / 12 V= 3,321 R Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,321 - 1,453 DV= 1,868 fe Retention-327 retention ponnemorthlat8 5/30/2017 r ' Comp. By: Chris Lambertson Date: 513 012 01 7 Public Works Department City of Atlantic Beach Permit No: TBD Address: lot Donner Road Provided Storage: Elevation Area Storage Ift) Ift) q)12.0 1,371 0 BOTTOM 12.3 1,371 411 TOB Elevation Area Storage (ft) (ft) (fte) 0 0 BOTTOM Gravel parking areas 0 0 TOB Elevation Area Storage RE01)0 0) Iftel 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= 2066.5 ftp Required Treatment Volume= 1,868 1T' Supplied Treatment Volume= 2,468 ftr Retention-327 retention Donnemonhlot3 5/30/2017 ( 125.05' FIELD ) 123.40' � a i < _ - - U _• In x 5 ;o - - DLo — (1,37 20'L L 5c 137.20' X f _ r o 137.20' r _ � Q Building Permit Application City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 °T ��3�7� //""� Phone::(9D44)247-5826 Fax:(904)247-5845 Job Address: g'r �c+A`VeL r I r o(ry II/ AgPLP5 ) Permit Number: /720(tA}^Oocp Legal Description LaT R 361( 16 'PW'V"t§ 9171 -- REN Valuation of Work(Replacement Cost)$ J4L6 Neated/Cooled SFlJr�_Non-Neated/CoolI_ • Class of Work(circle one):� Additlon 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 Nom • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: �ilev Apl'-c (&p,-Ik� �#o InwNh � srn�f.0� Florida Product Approval# .3x.1'. $ for multiple products use product approval form Property Owner Information Name: 51 Douue2 cpL Ltc Address: � F Aila.,rh:. ('izuR Stare IC Zip .3Zz3 PhonerQ �yy_ z£fo3 E-Mail C41t 5, rJ c yes . 6d Owner or Agent(If Agent,Power of Attorney or Agency Leiter Required) Contractor Information Nameof Company: Ghns /ru //c,r..r. .�vc Qualifying Agent GAfrs Address 3S. City .M fic State L Zlp3zz 33 f0 y-349-2803 Office Phone Job Sire/Contact Number Stare Certification/Registration# G C-O U� E-Mail CJlrrs,pelf Architect Name&Phone# A17F Engineer's Name&Phone# Workers CompensationLm �1 Exempt/Inswx/Lease Empbyees/Expiration DdR 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. 1i� (Signature of Owner or Agent including Con"Mr) (SIgreN rnractor) Si ned nd sw n to(or affirm d pefo me this day of Sign d to(or aRi d) efore his day of b yy natu ary) (Signature many yy TOtN Stix ESPERGER MYCOMMI6SIONx FF924951 y TONI GINaLE3PENGEl (�rsonally Known OR EXPIflES:Ocbbor 6,21119 g / MY COMMISSICRaFF9N9il [ rsonalty Known OR 11 [ ]Produced ldentificadon 9 - aok M.NNaryruak Unft.'v Produced EXPIRES OcNbor6 2619 [ ] ldemlflcahon >F,10. �,onaoem��wlvrv�m�wea,mm�,: Type of ldemificatioi Type of Identification: — -- City of Atlantic Beach -._- 4PBuilding Department c APPLICATION NUMBER 800 Seminole Road JUN Q 6 2017 (To be assigned by Ne Building Department) Atlantic Beach,Florida 32233-5445 _ Phone(904)247-5826 Fax(904)247B*45 E-mail: building-dept@coab.us r Date routed: City website: hdp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S I `)OMO&I? R�D De artment review require Yes No wilding 1`l R I STO P H" Applicant: �(� C nning&Zoning Tree A minis ra or Project: �1 �tl_) 1 N [—qI f �./ u Iic Work u Iic Utilities Public Satety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified 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 (Circleone. Comments: �BILDING J G y*/W1#1#4 PLANNING 8 ZONING Reviewed b-, Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. . ab ' ❑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 Oa/f 912017 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) = 800 Seminole Road ' Atlantic Beach,Florida 32233-5445 — nC Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@wab.us Date routed: I Cityweb-site'. hHp:/M1 .coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S I C)0NN62. Department review required Yes No LL II wilding Applicant: el-i RlS70Pl-iie2 140mrs anning &Zoning (� \ Tree minls or Project: I V F � 1 NC_LF �A/Yt t C�� u lic Works -Public Utilities C L� C p Public Safety l7 P �[ l J E Fire Services 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 STATUSr�t Reviewing Department First Review: ❑ApprovedJ . I/ Denied. . ❑Not applicable (Circle one.) Comments: ,Q BUILDING ✓�U v �`� �e(��ny PLANNING &ZONING Reviewed :by = /��JJ� Data :l7 TREE ADMIN. Second Review: roved as revised. ❑App []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 OV1912017 .a.r City of Atlantic Beach EDat. PLICATION NUMBER Building Department assigned by the Building Department.) BOO Seminole Road I _ OQSAtlanffc Beach,Florida 32233-5445Phone(904)247-5826 Fax(904)247-5845E-mail: building-dept@coab.us d: 5 I Cityweb-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: SZ F, (yN 2�WT ent review r uired Yes No Applicant: �F2(S�oPµC-2 �/✓'GsZ ' .� inistrator Project: �JG—+tiJC (,uf� E �/.�.yy�1t_,y s la ('� I t✓� — b N�E S Q� ety es Dept Signa ., MOther. gency Review or Permit Required Review or Receipt Date of Permit Verified B ept.of Environmental Protection ept of Transportation River Water Management District rps of Engineers f Hotels and Restaurants f Alcoholic Beverages and Tobacco APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. . ❑No[applicable (Circle one.) Comments: BUILDING �j✓�r�,i(�gr/,�� PLANNING&ZONING Reviewed bW Dat ( 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 081191M17 I t� City of Atlantic Beach APPLICATION NUMBER Building Department (7o be assigned by the Buikli De arMent 800 Seminole Road n9 P ) _ Atlantic Beach,Florida 32233-5445 I Phone(904)247-5826 Fax(904)247-5845 ( —C r p E-mail: building-deptOcoab.us Date routed: S I Cityweb-site: http://w ,coab.us APPLICATION REVIEW AND TRACKING FORM {{ Property Address: S I C) oNN62 R-D De artmentrevlewre uired Yes No LL II Applicant: _ lel RlS70F( 2 6't6M C uilding arming &Zoning /f�� TreeA mints or Project: l S I tO t F t—AM I u lic Work u tic Utilities (� � _. O�� Cp Public Safety Fire Services 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 Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ttpnied. . ❑Not applicable (Circle one.) Comments: O.rr�'2+�A.-� t- I4. 5•�� 5 wt�A•; �•IANc-c F_..-tc--� BUILDIN �� OrrAr2 (s f a.+ w S — O PLANNING&ZONING Reviewed by: Date: 7 D Z 11� TREE ADMIN. Second Review: Approved as revised. ❑Denied. . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: 3�' FIRE SERVICES Third Review: ❑Approved as revised. ❑Deni . . ❑Not applicable Comments: Reviewed by: Date: Revleed OWi&2017 CITY OF ATLANTIC BEACH 's 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 r , (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 7/02/17 OFFICE COPY Permit N: I RES17-0051,0052 Applicant: Chris Lambertson Site Address: 151 and 53 Donner Road Address: 1355 I1, Street Review: 1 Phone: 349-2803 REg; Email: I chris elitehomesfl.com THIS BUILDING DEPARTMENT REVIEW IS ONE OF 4 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. Zoning issue, regarding side-yard encroachment, may require revised plans. Waiting for final plans. 2. All other details can be approved. 3. This project is a 2-unit townhouse residential dwelling and is permitted under the FBC-R, including Section 302.2. Dan Arlington,CBO 247-5813 darlington@coab.us 1 A Comp. By: Chris Lambertson Date: 5/30/2017 (t, o" V prlylr� +� 5c„fE W,III Public Works Department City of Atlantic Beach Permit No: TBD Address: lot 8 Donner Road Reauired 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 posidevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelooment Runoff Volume: Lot Area(A) = 6,527 ft° Runoff Coefficient Area Lot Area Description (ft3) (ft') ..C.. Wild"C" Impervious 438 6,527 1.00 0.07 Pervious 7,185 6,527 0.20 0.22 Runoff Coefficient(C)= 0.29 Runoff Volume V= 0.29 x 6,527 x 9.3 / 12 V= 1,453 ft3 Postileveloument Runoff Volume: Lot Area(A) = 6,527 fe Runoff Coefficient Area Lot Area Description (R3) (ft) "C" %w"C" Impervious $, 6,527 1.00 0.57 % IMP 57% Pervious 2,802 6,527 0.20 0.09 Runoff Coefficient(C)- 0.66 Runoff Volume V= 0.66 x 6,527 x 9.3 / 12 V= 3,321 ft3 Reauired Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,321 - 1,453 DV= 1,868 ft Retentlon-327 retain n Donnemorthlota 5/30/1017 Comp. By: Chris Lambertson Date: 5/30/2017 Public Works Department City of Atlantic Beach Permit No: TBD Address: lot 8 Donner Road Provided Storage: Elevation Area Storage (ft) (ftr) (ft') 12.0 1,371 0 BOTTOM 12.3 1,371 411 TOB Elevation Area Storage (ft) (fe) Ift') 0 0 BOTTOM Gravel parking areas 0 0 TOB Elevation Area Storage (ft) (ft) (ft) 0.0 0 a BOTTOM 0.5 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 ft' Required Treatment Volume= 1,868 ft' Supplied Treatment Volume= 2,468 ft' Rerenlion-327 Mention mrnernorthI08 5W2017 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 pagesrmay 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) 5IM201T 2:26:28 PM EmMyGeu ee-USRCSB v5.1 Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Flonda Department of Business and Professional Regulation - Residential Performance Method Project Name: Townhouse l Lot 8 Donner Rd Builder Name: Street: Lot 8 Donner Rd Pemflt Office: Atlantic Beach City,Stale,Zip: AllarNc Beach,FL, Pemtlt Numbs: Owner: Junsdktion: 261100 Design Location: FL,MAYPORT_NS County:: Duse(Florida Claude Zane 2) 1. New construction or exieMg New(F.Plans) 9. Wall Types(2408.9 sg11.) Insulation Area 2. Single family or multiple family Multi-(army a.Frame-Wood,Exterior R=19.0 1429.80 W b.Frame-Wood,Common R=19.0 833.108' 3. Number of units,If multiple family t c.Frame-Wood,Artesia, R=19.0 144.00 fP 4. Numberof Bedroorns 3 eN/A R- fl' 5. Is this a worst case? No 10.Ceigng Types (7760 sgfl) Insulation Aura a.Under Attic(Vented) x/ R=38.0 776.00 W 6. Conditioned Hoar see above grade(87) 1511 b.WA R= If IA Conditioned floor area below grade(W) 0 c.Ducts R= fl' 11.Duuh R fl 7. Windows(130.5 sgfl.) Description Area e.Sup:Attic,Ret:Attic,AH:2nd Floor 6 186.43 a. U-Facror: Dbl,U=.3a ✓ 82.508' SHGC: SHGC=030 b. U-Factor DM,U-0.55 48,00 R 12.Coding systems k8tulhr Efficiency SHGC SHGC-0.25 a.Central Unit 34.6 SEER 14.00 c. U-Factor: WA IF SHGC: 13.Heating systems kBtumr Efficiency d. U-Factor: N/A IF a.Electric Heat Pump 32.8 HSPFS.20 SHGC: Area Weighted Average Overhang Depth: 4,259 fl. Area Weighted!Average SHGC: 0.282 14.Hot water systems a.Electric Cap:40 gallons 8. Floor Types (15110 sgft.) Insulation Area EF:0.920 a.Slab n-Grade Edge Insulation R=0.0 741.00W b. Conservation features It.Fbor Over Other Space R=0.0 735.00IP None a War(sae details) R= 35.000' 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 andOE-r11E ST4TE this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance Ryan B.Ellie with the Florida Energy Code. n ^:••3, �O PREPARED BY: Before construction is completed DATE: 582717 this building will be inspected for LWW7* a, compliance with Section 553,908 I hereby certify that this building,as dftqned,is in compliance Florida Statutes. with the Florida Energy Ca % A � COD WE'ty'J OWNER/AGENT, / V BUILDING OFFICIAL: .--. DATE: 'r /7 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 test report in accordance with R402.4.1.2. S MO17 2:26 PM EneMyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Townhouse 1,Lot 6 Donner Rd Bedrooms. 3 Address Type: Street Address Building Type: User Conditioned A. 1511 Lot# Owner. Total Stones: 2 BbcYJSubDivision' #of UnRs: 1 Worst Case: No PlatBcok: Builder Name: Rotate Angle: 0 Street Lot 6 Danner Rd Permit Office: AgenSc Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City.State,Zip: A9antic Beach, Family Type: Multi-(amity FL, New/Exlsfirp: New(From Plans) Comment: CLIMATE /ECC Design Temp Int Design Temp Heating Design Dally Temp V Design Location TW Sita Ions 97.5% 2.6% Winter Summer Degree Days Moisture Range FL,MAYPORT NS Fl._MAYPORT_NIS 2 39 90 70 75 1037 61 Medium BLOCKS Nunber Name Am Volume 1 Swill 1511 14754 SPACES Number Name Ana Volume Kitchen Occupants Bedrooms Infil ID Finished Coated Heated 1 1st Floor 741 6869 Yes 2 0 1 Yes Yee Yes 2 2nd Floor 770 W85 No 3 3 1 Yes Yes Yes FLOORS # Floor Type Sees Perinetx Perineal R-Value Nes Joist R-Value TM Wood Carpel 1 Slab-On-Grade Edge instigation tat Floor 121.6 It 0 741 W — 0 0 1 2 Raised Floor 2nd Floor _ — 35 W 19 0 0 1 3 Floor Oeer Other Spam 2nd Floor — — 735 If 0 0 0 1 ROOF / Roof Gable Roof Solar SA Eft Emitt Deck Pilch V # Type Matenals Area Arae Color Abeor. Tested Tested Insul. (deg) 1 Hip Composition shingles 868 IF OR` Medium 0.96 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio 11 ln) Area RBS IRCC 1 Full attic Vented 300 7768' N N 5122/2017226 PM EnergyGauge0l USA-F1aRes2014 Section R4054.1 Compliant Software Pegs 2of4 FORM R405-2014 CEILING # _ Ceiling Type Space R-Value In Type Area Framing Frac Tnres Type _ 1 Under Attic(Vewc) 19 Floor 38 Shen eft' 0.11 Wool 2 Under ABic(Vented) 2M Floor M Blown 7708' 0.11 Wood WALLS Adlacer4 SPace ", Widlh He4M Swaddling churning SolarAh- Sal.Tn Wall Type ° . 1 5 Garage Frame-Wood 1st Floor 19 16 9 144.08' 0.05 0.170000 0 2 S Extedor Frame-Wood 1st Floor 19 1 9 9,08 0.05 0.170000 0 3 W Exterior Frame-Wood 1st Floor 19 43.8 9 391.282 0.05 0.170000 0 4 N ExkMr Frame-Wood 1st Floor 19 17 9 153.0 f? 005 0.170000 0 5 E Neighbor Frame-Wood tat Floor 19 43.8 9 394.28' 0.05 0.170000 0 _ e S EMeriar Fmme-Wood 2M Floor 19 16.7 10.5 196A W 0.05 0.170000 0 7 W Exterior Frame-Wood 2M Floor 19 43.8 10.5 459.98' 0.05 0.170000 0 _ 8 N Estenor Frame-Wood 2M Floor 19 18.7 10.5 198.4IF OAS 0.170000 0 9 E Neighbor Frame-Wood 2nd Floor 19 41.8 10.5 QiIS W 0.05 0.170000 0 10 E Edenor Frame-Wood 2nd Floor 19 2 10.5 21.0 R 0.05 0.170000 0 DOORS If Omt Door Type Spam Storms U-Value WMN Height Arcs Ft In FI In 1 S Wood let Floor Now .46 2.7 63 18.18 2 W Wood 1st Floor Now AS 3 8 248' WINDOWS Orientation shown is the entered Proposed orientation. Wall Overhalq # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separa8on Int Shade Screening 1 W 3 Vinyl L EDouble Yes 0.34 0.3 37S 1.5 it in 10.880i Orapeslblinds None 2 N 4 Vinyl Low-E Double Yes 0.55 0.25 48.0 R e 8 0 in 18 0 in Drapeslblinds None 3 S 6 Vinyl Low-E Double Yea 0.34 0.3 15.0W 1.580m 1.6 BG in Drapeetalinds None 4 W 7 Vinyl Loe-E Double Yes 0.34 OJ 15.0W 1.580 in 1.6 BG in Drapeslblinds None 5 N 8 Milli Low-E Double Yes 0.34 0.3 15.OW IZft 0I IA ft01n Orapslblinds None GARAGE # Floor Area Ceiling Area _ Exposed Wall Penmebr Alp.Wal Height Exposed Wall lnsuladon 1 342 W 342 W 41.5 8 9 9 1 INFILTRATION i Scapa Method SLA CFM 50 EIA EgI-A PCH ACH 50 1 Whostause Proposed ACH(50) 00031 1229.5 675 126.94 2941 5 5222017 2:26 PM EnergyGougeO USA-FlaRes2014 Section R405.4.1 Compliant SOBware Page 3 o14 FORM R405-2014 HEATING SYSTEM # System Type Subtype _ --Efficiency Capacity Bleck Ducts 1 Electric Heat Pump None HSPF:8.2 32.8 kB#Yhr 1 sya#t COOLING SYSTEM # System Type Subtype EBloiency Capacity Air Flow SHR Block Ducts 1 Cental Unit None SEER:14 34.6 kBUAr 1038 Intl 0.75 1 sys#1 HOT WATER SYSTEM is _System Type SubTypa Loeabon EF Cap Use SNPnt Coneerv4tlon 1 Electric None 1st Floor 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cad # Company Name System MadN# Collector Madel# Nee Volume FEF None None M DUCTS / —Supply— —Realm— Nr CFM 25 CFM25 HVAC# V # Location R-Value Nee Location Area Leakage Type HarMbr TOT OUT ON RLF Heat Cod _ 1 Attic 6 iN.43f ANc 75.55W Octal l.skage 2nd Floor (Del c(Defauft)c 1 1 TEMPERATURES Programeble ThermostatlDO((0��1N I1 I CEeiling Fans:A maytrttXX1I Jan n1 n �DD�0077 rrrr 7I7I Cat ([1�X�9711 Now DI�X(77�� ul Dase Ver�itlCanting Jan j J Fart, Mar (Xf A � �May [ ]Juni Jul � I 1 Sep p9 OctOIxl� ( ]DDee Thermostat Schedule: HERS 2008 Reference Haas Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating WD) AM 88 68 66 68 BB 68 68 fib 68 88 88 68 PM 68 68 68 68 as 68 68 68 Be 88 68 68 Heart(WEH) AM 68 68 68 fib 68 68 68 68 68 68 68 68 PM 68 68 88 68 68 88 Be Be Be 88 68 68 522120172:26 PM Energy(Sauge®USA-FlaRes2014 Section R4054.1 Compliant SoRware Page4of4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 91 The lower the EnergyPerformance Index,the more efficient the home. Lot 8 Donner Rd, Atlantic Beach, FL, 1. New construction or existirg New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi-family a.Frame-Mix,E#erbr R=19.0 1429.50W b.F.-Wood,Common R=19.0 8M.10 W 3. Number of units,if multiple family 1 c.Frame-Wocq Adjacent R=19.0 Woo ft 4. Number of Bedrooms 3 d.N/A R= W 5. Is this a worst case? No 10.Gelling Types Insulation Area a.Uxler Alto(Vered) R:38.0 776.00W 8. Cion Mooned floor ams(W) 1511 b.N/A R= W 7. Windows" Description Mee c.WA R= ft a. U-Factor: Diel.U=0.3482.50 ft+ 11.Ducts R M SHGCSHGC-0.30 a.Sup:ANc,Ret:Attic,AH:2rxI Floor 8 /98A3 : b. U- Wtor: Diel,U�55 48.0011' SHGC: SHGC=0.25 12.Cooling systems kahuTr Eftlen y c. U-Factor: WA fN a.Central Unit Me SEER:14ol) SHGC: d. U-Factor. N/A W 13.Heeerg systems kBtwhr Efficiency SHGC: e.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 Cap:40 galans a Slab-On-Grade Edge Insulation R=0A 741.00W a.Electric EF:092 b.Floor Over Other Space R=0.0 735.00 itT c.other(see delaik) R= 35.00 W b. Conservation resumes None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building F-(ttEST4j, Construction through the above energy saving features which will be installed(or exceeded) in this home before final inspection. Otherwise,a new EPL Display Card will be completed T based on installed Code compliant fe tures. �o Builder Signature: / Date: j�3VIj _7 u „.'.,. Address of New Home: yy �04rN-U 0 �,h t y City/FL Zip: rG ;-2 333 1 •��on wE'�°� LO I O '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 Cade, Energy Conservation, if not DEFAULT. 5/22/2017 2:20 PNI EnergyGauge®USA-FlaRes2014 -Section R405 4.1 Compiled Software Page/of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Lot 8 Donner Rd Permit 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 Indian energy performance level(EPL)display card be completed and certified by the builder to be accurate and corset before final approval of the building ter occupancy.Florida Wer[Section 553.91 Fonda Statues]requires the EPL display card W be included as an addendum to each sales contract for both preanal and nommesold residential buildings. The EPL display card calalns information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall vergy that the EPL display card completed and sigmmd by me builder accurately reflects Bre plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. X Rai Air leakage(Mandatory). The building thermal envelope shall be constructetl to limit air leakage in accordance with me requirements of Sections R402.1 through 8402.4.4. X R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R4024.1.1 and R402.4.1 2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. Ra02.4.1.1 Installation.The components of the building thermal envelope as listed in Table R4024 1 shall be installed in accordance with me manufacturers Instmctons and the cueda Ilstetl in Table 402 4.1.1,ss appababae d the memotl of conswcWn. Where required by the code official,an approved third party shall inspect all components and verify compliance. • 8402.4.1.2 Testing. The bulling or dwelling unit shall be tested and warned as having an air Wakage rote of not exceeding 5 air changes Par hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through S.Testing shall W conducted with a blower door at a pressure of 0 2 inches w .(S)Pascals).Where requirel by the code official,testing shall be conducted!by an approved third party.A written report crime results of the test shall be signed by the Party conducting the test and prokidel W the code official Testing strall be performed at any time after creation of all penetrations of the binding thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove dame shall he closed,but not sealed,beyond the intended weatherstripping or other infitrabon control measures; 2.Dampers including exhaust,intake,makeup air,backdreft and flue dampers shall be closed,but not sealed beyond intended infitrellon control measures; 3.Interim dogs,if instilled!at Ne time of the test,shag be open; 4.Exterior doors for continuous ventilation systems anal heat recovery ventilaNrs shall be closed and seaked; 5.Heating and cooling systems,0 nstalled at the time of the test shall be tamed oft;and 6.Supply and return registers,if installed at the time of the Wet,shall te fully open. 'X 11402.4.2 Fireplaces.New wood-0uming fireplaces shall have tight-fitArg flue dampere and oudoor combustion air. X 114111 Fenestration air IeakageWindows,skylights aral sliding glass doore shall have an air indignation rate of no more than 0.3 cftn per square foot 0.5 Ushn2),and swinging doors no more Iran 0.5 chn Per square foot(2.6 Usini when tested according to NFRC 400 or AAMAANDMA/CSA 101fl.S.21A440 by an accredited,ludepencent laboratory and Karel anal labeled by the manufacturer. Exception: Ste-butt windows,skylights and doss. 'X 14402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope Shall be settled!W limit air leakage between coralitlawd and unconditioned spaces.Ali recessed luminaires shall be IC-rated and labeletl as having an air leakage rate not more than 2.0 arm(0.944 Us)when Wstel in accordance with ASTM E 283 at a 1.57 par(75 Pa)pressure liftererdal All recessed!luminaires shall be sealed with a gasket or cauk between the housing and the interior wall or ceiling cowering. X 11403.1.1 Thermostat provision(Mandatory)At Wast one thermostat shall be providetl for each separate heating and calling system. X R403.1.3 Heat pump supplementary heat(MandatorylHent pumps having supplementary electric-resistance heat shall have controls that, except during defrost,prevent supplemental heat operalWn winger the heal pump canpressor can meet flue trading bad. X R403.2.2 Sealing(Manlatoryki ducts,air handlers,anal fitter boxes and building cavilers that forth the primary air containment passageways for air distribution systems shall be consideretl ducts and plenum chambers,shall be constructed antl saaled in accordance with Seaton 0403.2.7.2 of the Commercial Provisions of this code and shall be shown W meet duct tightness criteria by postconsbu ubon or rough4n testing below. Duct tlghtness shalt be vented by testing to Section 003 of ire RESNET Slandi by either an energy reter cadged in accordance with section 553.99,Florida Statues,or as authorized by Florida SWWtes,to the'Substantially leak lase-by either of the following: 1. Post-construction test:Total leakage shag be less then ar equal W 4 cfm(113 Lfmin)per 100 square feel(9.29 m2)of couddoned flea area when tested at a pressure differential of 0.1 orches w.g.(25 Pe)across the entire System,including the manufacturers air handler enclosure.At register hoots shall he taped or otherwise Setletl during the Wit. 2. Roul test.Total khroWe shall be less than or equal to 4 arm(113 Umin)ger 100 square feet(9.29 m2)of conditioned floor area when tetrad st a pressure dmerensal of 0.1 inches Sig,(25Pa)across the system,including the manuWcturers air haniter enclosure.All registers shall be Wiped or otherwtee aealetl during Ire test.If the air handler is not inaWllel at the time of the test,WWI leakage shall ne Wss man or equal to 3 cfm(85 Umim per 100 square feel(9.29 m2)of conditioned!floor area. Exceptions: 1. The WWI leakage Wet Is not required for ducts and air haudters located entirely within the building envelope. 2. Duct Wants W act mandatory for buil irgs complying by Seoflen R405 of this code. 5/27/20172:26 PM EnegyGauge®USA-FWRes2014 -Section R4054.1 Compli Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) X R403.2.3 Building Cavities(Mandatory). Building framing cavities shall ran be used as ducts or plenums. X 11403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or below 55-F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be providetl with an automatic or medily accession, manual switch Mat can Wm off the hot-water circulating pump when the system is not in use X R403.4.3 Heat traps(Mar tory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall he"heat traps installed on both Me Innis and outlets.Exumal heat traps shall consist of ember a commercially available heat Pap or a downward and upward beth of at least 3 X inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. X R403.4.4 Walter heater efficiencies(Mandatory). X R403.C4.1 Storage water heater tempehaWre controls R403.4.4.1.1 Automatic controls. SeMce water has"systems shall be equipped with automatic temperature comm.capable of adustn from the lowest to Me highest acceptable temp mWm settings for Me inmeded use.The minimum larcenous asking range shall be from 100°F to 140"F(38°C b W-C). 11403.4.4.1.2 Shut down. A separate swftch m a cleady marked circutl breaker shall be pmvkled to permit Mtu power supplied to electric service systems M be fumed off.A separalevalve shall be Provided to perrnu the energy supplied More main bumerts)of combustion types of service water heating systems to be turned!off. X 11401 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C4W.2 in Chapter 4 of Me Florida Bud inti Code,Energy Conservation,Commercial Provisions,for the type of equipment Installed.Equipmem used to proakde heating functions as ped of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met Me culture Section R403 44,2 1, R403.4.4.2.1 Solar water hearing systems.Soler systems for domestic hot water production are hated by the annual sou energy factor of Me system.The solar energy factor of a system shall be committed frmn the Florida Solar Energy Center Directory of CeNOed Solar Systems.Solar cMkctors shall Its tested in accordance with ISO Standard 98(I6,Test Methods for Soar Collectors,ane SRCC Standard TMA,Solar Domestic Hot Water System and Component Test Protocol,Collectors in inhaled enter water heating systems should meet the following criteria: 1. Be installed witha tiff argle between 10 regress and 40 degrees of the horizontal;and 2. Be installed at an orlenWbm within 45 degrees of We w M. ❑ R4113.6 Mechanical ventilation(Mandatory).The building shall W provided with ventilation Mat meets the requirements of the Florida Building Code,Resicent al or Flords Building Code,Mechanical,as applicable,or wit other approved means of ventilation.Outdoor as intakes and exhausts shall have automatic or gravity dampers Mat close when the ventilation system is no operating. X 11403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. X RM3.6.1 Equipment sizing. Heating and coaling equipment shall be stied in accordance wit ACCA Manual S based on the equipment loads calculated in accordance wit ACCA Manual J or other approver heating and cooling calculation methodologies,beset on building beds for the directional orientation of the built iig.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design condition casomi in Section R302.1, This case does not allow deagner safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall rot include bads created by local intermittent mechanical ventilation such as standard kitchen and burnmorn exhaust systems. • R403.6.1.1 Cooling equipment capacity. Coaling only equipment shall be selectetl so that its tom capacity is not less Man Me calculated foal load,but not more Man 1.15 times greater Man Me total load calculated according to the procedure selected in Section 403.6,or the chose[available eke provided by Me manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less Man the calculated bound bed. 51=0172:26 PM EnsrgyOuge®USA-FlaRes2014 -Section R405.4.1 Compli Page 2 of FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) X R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI boat capacity is a nominal,rating-lest value and shall not IN used for equipment aging.Manufacture's expanded performance dams shall be used to select coding-only equipment.This selection shat be used W select coolingamy equipment.This selection shall be based on Me ouMaor design dry bulb Rmperature for IN load calculation(or entering water temperature for water-source equipment),Me blower cfm prewded by Me expanded performance data,Me design value for entering wet bulb temperature and Me design value for entering dry bulb temperature. Design wlues for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humdMy used for the bait calculation and shall IN adjusted for return side gains M the remm duct(s)Is installed M an unconditioned!space. Exceptions 1. Attached single-and multi-/amity residential equipment siting may be selected 80 Ma its coding capacity is less Man the cslcdatW total sensible knit but net less Man 80 percent of that bad. 2. Wlwn signed and sealed by a Flonda+egistered engineer,in attached single,and multi-family units,the capacity of equipment may be slued in accordance will,goad design practice. 'X R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Sedbon R403.6.1.I and Me heat pump local cooling capacity shag not be more Man 1 A 5 times greater Man Me design cooling bad. R403.6.1.2.2 Electric resistince furnaces. ElecMc resonance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section ROO 6.1. R403.6.1.2.3 Fossil fuel heating equipment The capacity of head had heating equipment with natural draft atmospheric burners shall Met be less Man the design load calculated in accordance with Section R403.6.1. X R403.6.1.1 Extra capacity required for special occasions. Residences,requiring excess coding or heating equipment capacity on an imemgRent race,such as anticipated additional baits caused by major entertainment events,shall haw equipment smed or cenbdled to prevent continuous space cooling or heating within Mat space by one or more of Me following options: 1. A separate cooling or healing system is utilized b provide coding or heating to Me major entertainment areas. 2. A variable capacity system sized for optimum performance during base bed periods is utiilzed. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow meR system co Uok(Mandatory). Snow,and ice-mmbng systems,supplied through energy service to Me Molding shall include aubmaic controls capable of shutting off the system when the pavement temperature is apex 55-F,and no precipitation is falling and an automatic or manual control Mat will allow shutoff when the ouldow temperature is show 40'F. ❑ R403.9 Swimming purls,Inground spas and portable spas(Mandatory). The energy requirements for residential pods and ingrouod spas shall be as specified in Sections R403.9.1 through 8403.9.3 and in accordance WO ANSbAPSP-15.The energy requirements for portable spas shall Win accordance with ANSIIAPSP-14. O R403.9.1 Pod and spa heaters. MI pool heaters shall be equipped w8h a readily accessible on-off switch Mat is mounted outside Me heater to slow shoring off Me neater without adjusting the thermostat setting. 8401.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and al-fired purl and space heaters shall haw a minimum thermal efficiency of 82 percent for heatere manufactured on or after April 16,2013 when Moved in accordance with ANSI Z 2158,Pod Maters fired by natural gas or LP gas shall net haw continuously burning plot lights. R403.9A.2 Heat pump pool heaters. Had pump pod heaters shall haw a minimum COP of4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rates CondNons-Law Air Temperature.A test report from an independent laberatory is required to witty procedure compliance.Geothermal swimming pool heat pumps are not required b meet this standard. 0 R403.9.2 Time switches. Time switches or other comb f method Mat can auturnecalty Wm off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Healers,pumps and motors Mat haw built In rimers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public heats standards require 24-hour pump operations. 2. Where pumps are required to operate somr-ard waste-heat-mcwery pod heating systems. 3. Where pumps are powered exclushely from Onsite renewable generation. 0 R403.9.3 Covers. Heated swimming"sand inground permanently inslalled spas shag be equipped with a wpor+etemam cover on or arms, water surface or a liquid cover or other means prown to reduce heat loss. Exception: Outdoor pools deriving ower 70 percent of the energy far heating from site-recowretl energy,such as a Notpump or soler energy source compuRd ower an operating season. X RR404.1 Ughting equipment(Mandatory). A minimum of 75 pereem of tlx lamps in pernanemy installed lighting fixtures stall be high-efficacy tamps or a minimum of 75 percent ef permanently installed lighting fixtures shall comein any high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-e ficacy lamps. 0 840./.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall net haw continuously burning pilot fights X R406.2 Performance ONLY. All ducts not entirely Made the building thermal envaope shall IN ins ill to a minimum ef Rai. X 114062.1 Performance ONLY. Ceilings shall haw minimum insulation of R-19.Where singleassemby of Me exposed deck and beam type or concrete deck reefs do rml haw sufficam space,R-10 is allowed. 5/22/2017 2.26 PM EnergyGauge®USA-FIaRes2014 -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: Townhouse 1,Lot 8 Donner Rd Builtler Name: Street: Lot 8 Donner Rd Pemnd Office: AdanSs Beach City,State,Zip: Atlantic Beach.FL, Permit Number: Owner: Juderiction: 261100 Design Location: FL,WYPORT_NS COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air bamer 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. Comers and headers shall be insulated and the junction of the foundation Walls and sill plata 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 RimjoistsRim joists are insulated and include an air barrier. X Floors (including atxw"amge Insulation shall be installed to maintain permanent contact with underside X and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawispace walls. X Exposed earth in unvented crawl spaces shall be covered with a Class 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 ft,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 Reoessed lighting Recessed light fixtures installed in the building thermal envelope shall be X air fight, 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/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 sub-ficor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have X gasketed doors 522/2017 2:26 Phl EnogyGauge USA-FlaRes2014 Section 8405.4.1 Complain Sollware Page 1 of 1 9 Project Summa Job: wri htsoft 1. Summary Oat e: W 117 Entire House By: M.Ellis Energy Design Systems, Inc. 11717 D.dy RJ J 0 .WM,FL M23 Pho 960Q68 M70 Fax:904268 3670 Emzll:e! @1m 11 aim Promect Information For. Townhouse 1 Lot 8 Donner Rd,Atlantic Beach Notes: Design Information Mayport Ns, FL. US Winter Design Conditions Summer Design Conditions Outside db 38 'F Outside db 94 OF Inside db 68 'F Inside db 75 T Design TD 30 'F Design TD 19 T Daily range L Relative humidity 50 % Moisture difference 50 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 13713 Btuh Structure 15728 Btuh Ducts 6187 Stuh 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 Stub Equipment load 19901 Stuh Use manufacturers data y Ratet wing multiplier 1.00 Infiltration �pyipment sensible I <;MM::Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 3481 Btuh Ducts 1964 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft3) 1511 1517 €9ulpment latent load Volume(ft3) 14754 14754 Air changes/hour 0.46 0.20 E4j rmert trial Ir �Btuh Equiv.AVF(cfm) 113 49 Req. total capacity at 0.70 SHR 3.0 tan 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 Cdl ARUF37C14A AHRI ref 7995253 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 24220 Bluth Heating output 32800 Btuh C 47°F Latent cooling 10380 Btuh Temperature rise 26 F Total coding 34600 Bluth Actual air flow 1153 cfm Actual air flow 1153 cfm Air flow factor 0.058 cfrrVBtuh Air flow factor 0.046 cfMBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 ISI Capacity balance point=27 T Backup: Input=6 kW, Output= 18805 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrl h 'soft• 10tiJ.lry-12 t•:a):53 ,�+y 9 Rytl.9uileO 14Y1dael A1]M 0.17 Ra11170.5/ e�1 MM ..wI.r�T Ilene 1,1.a180anrr aC,VI&Aleup CW-MA imml nau Ycm: 5 wri9htsoft' Manual S Compliance Report JOY: Data: 6121117 Entire House By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jaaksonelk.FL 32223 Phone'.&N-2063670 Fax 6c$266 3670 Emil:em jm®gma l corn Project Information For Townhouse 1 Lola Donner Rd,Atlantic Beach Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 24929 Btuh Entering coil DB: 77.VF Outdoor design WB: 77.4'F Latent gain: 5445 Btuh ✓ Entering coil WE: 63.9°F Indoor design DB: 75.0°F Total gain: 30373 Btuh Indoor RH: 50% Estimated airflow: 1153 cfm Manufacturers Performance Data at Actual 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 Stub 114%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 19901 Btuh Entering coil DB: 61 Indoor design DB: 61 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 Stub Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 1153 cfm Output capacity: 5.5 kW 91 of load Tel rise: 50 °F Meets are all requirements of ACCA Manual S. 2017-Mar-2214 26:53 wrlg11t5Oft' Rohl SW O unnasa1201717.0.17 RSU17457 Papel I�iDrx ual ATgmlhoi 1,Fol 8 0.Rq Ad Bcn.rup Cale=MA F1mt Dmf We , S 1st Floor Living 116 cfm 116 cfm 6 " 6 " Di 'ng m cfm 6 " rowIder 4 " 61 cfm 6 " 12 " Sup Riser Kitchen 12 " 168 m Job M Exclusively for the use of: Scale: 1 : 65 Performed for: Page 1 lownhouw1 Nick's Solar B Air:ystems Rlght-suited Uniwmi 2017 Lot B Donner Rd 17.0.17 RSU17457 Atlantic Beach 2017-Ma 2214:27:30 ._1,Lot 8 Donner Rd,Atl Sch.up e 2nd Floor Bath 2 Bed 3 92 c 158 cf 471 m 4 " 6 " Bed 2 c 6 " Ha 8 " 12 ' Z40Cfm 4 " 4 40 8 ,. cfm 6 " 8 7c 185 cfm Sup Riser 8 " 12 " Bed 1 Job M Exclusively for the use of: Scale: 1 : 65 Performed for: Page 2 lownhouce t Nick's Solar&Ar Sy51erns Right-SulteB Unilersal 2017 Lot a Donner Rd 17.0.17 RSU17457 Atlantic Beech 2017-May-22 14:27:30 ...1,Lot 8 Donner Rd.Atl BcRwp +� wrightsoft Duct System Summary pale: Entire House By: Exclusively for the use of: Nic ,Solar&AP Systeme Project Information For: Tmnhouw 1 Lot 8 Donner Rd,Atlantic Beach Heating 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 0.07210.028 in H2O 0.072/0.028 in H2O Lowest friction rate 0.051 in/100fl 0.051 in/1006 Actual air flow 1200 cfm 1200 cfm Total effective length(TEL) 198 1t SupplyDetail Design Htg Clg Design Diam H x W Duct Actual Ftg.EQv Name (Btuh) (cfm) (cfm) FR (in) (in) Mail Ln(fl) Ln(fl) Trunk sub 1 c 1093 38 40 0.05.5 4.0 Ox 0 VIFx 27.4 105.0 st2 s•m 1-A c 1093 38 40 0.0% 4.0 Ox 0 VIFx 23.2 105.0 st2 Mi c 2503 89 92 0.054 4.0 Ox 0 VIFx 29.0 105.0 st2 eee+ c 5050 179 185 0.054 8.0 Oxo VIFx 28.5 105.0 st2 Bea 2w c 3869 132 142 0.058 6.0 Oxo VIFx 20.2 105.0 st2 M 3A 0 4294 150 158 0.055 6.0 Ox 0 VIFx 25.6 105.0 st2 D:ww In 1499 57 53 0.055 6.0 Ox 0 111 26.4 105.0 sit o:hc i In 1499 57 53 0.057 6.0 Ox 0 VIFx 21.4 105.0 all xncneM. h 4426 168 159 0.056 BA Oxo VIFx 24.8 105.0 sit +A+d2 h 3055 116 110 0.051 6.0 Ox VIFx 37.5 105.0 sit W,A h 3055 116 110 0.051 6.0 Ox 0 M 35.8 105.0 all Poaer h 1595 61 59 0.057 4.0 Oxo VIFx 21.9 105.0 sit Supply Trunk Detail Table Trunk Htg CIg Design Veloc Dian H x W Duct Name Type (cfm) (cfm) FR (fpm) (n) (in) Material Trunk 511 Peak AVF 575 543 0.051 732 Mir 0 x 0 VinlFix st2 Peak AVF 625 657 0.054 836 1Z.0 0 x 0 VnlFlx edwmdro e•w••Am e.en n,enwry weraden H ...r. a1+7l ai 1•,2]37 wright50ft' fti, ilee�•I 017110.17 RSU17457 Ppal AWK _uNO%wn se LLdla Omni Rd,AtI8:h.Ne Cek=M.B hem: S Return Branch Detail Table Grille Htg Clg TEL Design Velm Diann 1 H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (n) (in) Opening(in) Mall Tmnk rb5 Ox 0 98 99 36.1 0.077 283 &0 ox 0 VIFx 64 Ox 0 347 344 34.5 0.081 995 &0 Ort 0 VIFx 63 Ox 0 284 288 43.4 0.064 826 8.0 Ox 0 VIFx rb2 Ox 0 471 469 55.0 0.051 1348 &0 Ox 0 VIFx 90 WAre.r.Irv.e.n wrw.h a'..roam a17-"-M 14:27,27 WrrghtSOft' RIM'S.n*UMreMe1 M17 W0.17 RSU17VR PW2 Ir _uel D Tv leeuee 1,Lot 8 Donner Rd.AS fth W C!=xAR !s'. 8 FORM R405-2014 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 pageslimay 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 then 'default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) =0172.31.01 PM EnergyGauge®-USRGSB v5.1 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: Townhou dB Donner Rd Builder Name: Street Lot 8 Don Rd Permit Olrlee: Atlantic Beach City,State,Zip: Atlantic Beach,FL, permit Number: Owner: Jurisdiction: 281100 Design Location. FL,MAVPORT_NS County, Duval(Fbrida Chinese Zane 2) 1. New construction or existing New(From Plans) 9. Wall Types(2408.9 soft) Insulation Area 2. Single family ar multiple family Multi-family a.Frame-Wood,Exterior R=19.0 1429.80 fI2 b.Frame-Wood,Common R=19.0 833.1002 3. Number of units,if multiple family 1 e Frame-Wood,AtlNcent R=19.0 144.00 W 4. Number of Bedrooms 3 d.WA R-- 5. =5. Is ilia a worst c8se1 No 10.Calling Types (7760 soft) Insulation Area a.Under Also(Vented) R=38.0 778.00fl 8. Conditioned floor area above grade(W) 1511 b.WA R= a Conditioned floor area below grade(R2) 0 c.N/A R= a2 11.Ducts R ft2 7. Windows(130.5 soft) Description Area a.Sup.Attic,Ret:Attic,AH:2nd Floor 6 198.13 a. U-Father: ON,U-oM 82.50e SHGC: SHGC=0.30 Jr. U-Factar ON,U=0.55 48.00 M 12.Coding systems k1humf Efficiency SHGC SHGC=0.25 a.Cereal Unit 34.8 SEER:14,00 c. U-Factor: WA W SHGC: 11 tRal.,;systems kBiwhr Efficiency d. U-Factor WA W a.Electric Heat Pump 32.8 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.259 ft- Am Area Weighted Average SHGC: 0.282 14.Hotwaer systems 8. Floor Types (15110 n.) Insdstian Area a.Electric Cap:40 gations EF:0.920 a.SsetrOn-Grade Edge Insulation R=0.0 741.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 735.0002 None c,other(seas cause) R= 3500W 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 -t HE STg2P this calculation are in compliance with the Florida Energy specifications covered by this y „ Code. calculation indicates compliance y f 2a R i39•r• F+ , Ryan B.Ellb with the construction Energy Code. !� nr PREPARED BY: Before construction rs completed �t3L DATE: 5onyii this building will be inspected for t7 i compliance with Section 553.908 I hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energy fie. (1 sOUD WE'�J� OWNER/AGENT BUILDING OFFICIAL: ✓ DATE: 2'1 DATE: '/7 - Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factorysealed 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. aC2/20172,31 PM EnergyGaugee,USA-FlaRes2014 section R4054.1 Compliant Software Page t of 4 FORM R405-2014 PROJECT Title: Townhouse 2,Lot 8 Donner Rd Bedrooms: 3 Address Type: Strad Address Building Type: User Condihoned Area: 1511 We Owner: Total Stores: 2 SbcklSubDidsion: #of Unita: 1 Worst Case: No PlatBook: Builder Name: Rousso Angle: 0 Street Ld8 Donner Rd Permit Office: Atlantic Beach Cross Ventilation: County: Duval Junsdiction: mi lm Whole House Fan: City,State,Top: Atlantic Beach, Family Type: Mult-family FL, NewlEaisBng: New(From Plena) Comment: CLIMATE / IECC Deep Temp IM Design Temp Healing Design Daly Temp V Design LOCaGan TMY Site Zone 97.6% 2.5% Winter Summer Degree Days Moreton Range FL MAYPORT_NS FL MAYPORT_NS 2 39 90 70 75 1037 61 Medlum BLOCKS Nu nber Name Arm Volume 1 Bbckl 1511 147% SPACES Number Name Arm Volum "chert Ocwpanb Bedroom® IrRB ID FinbRd Coaled Healed 1 1st Floor 741 6669 Yea 2 0 1 Yea Yes Yes 2 2nd Floor 770 W85 No 3 3 1 Ym Yes Ym FLOORS # Floor Type Bpece PerlmanOn Fonmetar R-Valve Arm hMR-Vdue Tb Wood Carpel 1 Slab-On-Gretle Edge Insulation 1st Floor 1216ft 0 741 W _ 0 0 1 2 Raised Floor 2nd Floor -- _— 35 tP 19 0 0 1 3 Floor Over Other Space 2nd Floor .._ ---- 73511' 0 0 0 1 ROOF / Roof Gable Roof Solar $A EmirEmift Deck Pitch V # Type Materials Arm Am Color Absar, Tested Tested send. (dog) 1 Hip Composition shingles 868 ft Oft• Medium 0% No 0.9 No 0 26.6 ATTIC v # Type VenfiWlion Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 776 M N N 52220172:31 PM EnergyGaugeO USA-FlaRes2o14 Section R4054.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING 8 Cdit Type Specie R-Value Ins Type Arm Framing Frac Tame Type _ 1 Under ANc(Vented) let Floor 38 Blmxn 611' 0.11 Wood 2 Under Aft(Vented) 2nd Floor 38 Blown T70 IF 0.11 Wood WALLS AdjacentSpace Cavity Wid6h Height Sheathing Framing Solar Below Tn Wall Type 1 S Garage Frame-Wood tet Floor 19 16 9 144.Oft• 0.05 0.170000 0 2 S Exterior Frew-Wood! tat Flom 19 1 9 90112 0.05 0.170000 0 3 E Exkrior Frame-Wood Ist Floor 19 43.8 9 394.2W 0.05 0.170000 0 4 N Extenor Frame-Wood 1l Floor 19 17 9 153.0 ft' 0.05 0.170000 0 5 W Neighbor Frame-Wood 1st Floe 19 43.8 9 394.2112 0.05 0.170000 0 _ 6 S ENenor Frame-Waod 2nd Floor 19 18.7 10.5 19l W 0.05 0.170000 0 7 E ExNrior Fraena-Woad 2nd Floor 19 43.8 10.5 459.9 ft• 0.05 0.170000 0 8 N Esterior Frame-Wood 2M Flom 19 18.7 10.5 196.4 112 OA5 0.170000 0 _ 9 W Neighbor Frame-Wood 2M Floor 19 41A 10.5 438.9 R 0.05 0.170000 0 10 W E#enor Frame-Wood 2M Flom 19 2 10.5 21.0W 0.05 0.170000 0 DOORS 8 Omt Door Type Space Slmnre U-Value Width Haigh Area, FI In FI In _ 1 S Wood 1st Floor Now .46 . - 27 6.7 18.18 2 W Wood let Floor Now 46 3 8 2411' WINDOWS Orientation shown Is the entered Phoposeri orientation. Wan Overhang V 8 Oat ID Frame Panes NFRC U-Factor SHGC Arse Depth Separation Int Shade Screening _ 1 E 3 Vinyl Loi Double Yes 0.34 0.3 37.5h 1.560 in 10.8 If 01 Drapeeblinds Now _ 2 N 4 Vinyl Lci Double Yes 0.55 0.25 48.0 ft' 91110in 1ft0in Drepevblinda None _ 3 S 6 Vinyl Loa-E Double Yes 0.34 0.3 15.0ft 1.5ft0in 1.6110in Drapeablinds Now 4 E 7 Vinyl Lor.-E Double Yea 0.34 0.3 15.0 IF 1.5 ft 01n 1.6 it 0 in Drapesrblinds Now 5 N 8 Vimf Low-E Double Yes 0.34 03 15.0 ft 1.5 It 0 in 1.6 It 0 in DrapesrblirMs None GARAGE 8 Flaw Arm Ceiling Area Exposed Wall Perimeler icy.Wall Heigh Exposed Well Insulation 1 342T 342ft 41.56 91 1 INFILTRATION 8 Scope MathM SLA CFMW EIA Eg1A ACH ACH 50 1 Wheelhouse Proposed ACH(W) A0031 1228.5 67.5 126.94 2941 5 512920172:31 PM EnergyGaugelt USA-FlaRes2014 Section R4054.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM # System Type Subtype _ EMcMmy, Capacity Block Ducta 1 Electric Heat Pump None NEFF:8.2 32.8 kBUhr 1 sya#I COOLING SYSTEM # System Type Subtype E#klency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:14 346 kBtWhr 1038 cfm 0.75 1 sya#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SelPnt comeryaGon I Eledrk Nora 1st Floor 0.92 40 get 60 gal 40 deg New SOLAR HOT WATER SYSTEM FSEC Collector Storage CeB Is Company Name System Model# Colector Modal# Arm VDlume FEF Now None 8' DUCTS J —Supply— —ReWm— Air CFM 25 CFM25 HVAC# # Location R-Value Arm Location Area Leakage Type Handler TOT OUT ON RLF Heat Cul 1 Attic 6 196.43f Attic 75.558' Default Leakage 2nd Film (Default)c(Default)c 1 1 TEMPERATURES ProgremablelDTD1hermoscd N �DD7 rr Ceiling Fans:Coall M JIM ApirtD0'Jun n Jul �DDtO0'� tDOI 1( 71 Oct W Nov rDOI VerMD. r p Him Feb 1X7 Mar Apr May [ ]Jan Jul ' ]Aug Augt )Sep [X7 Oct Nov [ 'Dec Thannostat Schedule: HERS 2006 assistance Hours, Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WO) AM 78 78 78 78 78 78 78 78 78 78 78 76 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 6B 6B 68 68 68 68 68 68 68 66 fit PM 68 68 68 88 fib 68 fib 68 66 68 68 68 Hm6ng(WEH) AM 68 68 W 68 68 68 68 68 68 68 68 88 PM W 68 58 68 68 88 68 68 W 68 68 88 5/22120172 31 PM EnergyGaugeo)USA-FlaRes2014 Section R405 4.1 Compliant Software Page 4 of FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX' = 91 The lower the EnergyPerformance Index,the more efficient the home. eleeleele Lot 8 Donner Rd,Atlantic Beach, FL, 1. New construction or etisting New(Fran Plans) 9. Wall Types Insulation Area Z Single family or multiple family Multi-family a.Frame-Wood,Estates R=19.0 1429,801P b.F.-Wood,Common R=19.0 833.10 W 3. Number of units,i(multiple family 1 c.Frama-Wood.Adjacent R=19.0 144-001N 4. Number of Be .. 3 d.N/A R= IF 5. Is this a most case? Na 10-Calling Types Insulation Area a.Under Attic(Vented) R=38.0 776.00 fP 6. Conditioned Mor are.(ft) 1511 b.N/A R= W T Windows" Desodption Area c.N/A R= fl a. 1.1-Factor, DM,U=0.34 82.50(P 11.Duct R 8 SHGCSHGC=0.30 a.Sup:Atfic.Ret Attic,AH:2nd Floor 6 196.43 : b. U-Factor: DEI,1.1=055 48.00W SHGC: SHGC=0.25 12.Cdeing s,W. kBUhr Efficiency a U-Factor. WA fl a.Central Unit 34.6 SEER-14.W SHGC: d. U-Factor: WA fl 13.Nesting systems kBhvbr 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 S. Floor Types insulation Arm 14.Hat water systems a.Electric Cap:40 gallons a.Slab-0n-Grade Edge Insulation R=0.0 7410011' EF:0.92 b.Floor Over Other Space R=0.0 73SW W c.other iaee cauls) R= 35.008' b. Conservation features N. 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building o4ZH76 Earg Construction through the above energy saving features which will be installed (or exceeded) o in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: GG �/�1nn AA'�,, aq D�nat�Ie: S'I3o1, 7 � ^' Address of New Home: yq �oW.W1 ryl, H1fA4A'IL 9 City/FL Zip: �- L ry CGD wF1 !� U `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 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. 512=17 2:31 PM EnergyGaugeaa USA-FIaRmWl4 -Section R405.4.1 Compkent SoRwere Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS. Lw8 Donner Rd PemUl 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 performance level(EPL)display card he completed and certified by the builder W W accurate and correct before final approval of the building for occupancy.Florida Yaw(Section 553.9085, Florida Statues]requires the EPL display card to he included as an addendum to each sales connect for both PMWM and nonpresold residential buildings. The EPL display card contains information indicating the energy performance awl and of ickncies of components installed in a dwelling and.The building official shall verity that the EPL display card completed and signed!by the builder accurately reflects Ute plans and specificabons submM1ted to demonstrate compliance for the building.A copy of the EPL display card 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 the requirements of Sections R402.1 through R402 4 4 X R402.4.1 Building Manuel envelope. The building thermal envelope shelf comply with Sections R402 4.1A and R402A.1,2.The sealing methods between dissimilar materials shall allow for differential expansion and connection. R402A.1.1 Installation.The components of the building thernal envelope as listed in Table R402.4.1 A shall be installed in accordance with Me manufacturers instructions and the cweda listed in Tabte 402.4.1.1,as applicade W the method of construction. Where required by the code official,an approvetl third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The buiding or dvrelling unit shall he tested aM"ri as hating an eir leakage rate w rat exceeding 5 air changes Par hour in Climate Zones 1 and 2,and 3 air changes per hour in ClMate Zones 3 through 8.Testing shall M conducted with a blower door at a pressure of 0.2 inches is g_(50 Pascals).Where required by the code official,testing shall he conducted by an approved third party.A wnten report ofthe 2sulte of Me test shall he signed by Me party wnducting the teal and pmN to Me cafa ofhcial.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doore shall be closed,but rat sealac.beyond the intended weatherstripping or other infilbason control measures: 2.Dampers including exhaust,intake,makeup air,beckdrat and flue dampens shall he closed bud not sea d beyond intended Induration control measures; 3.Interior dome,if installed at the time of the fast,shag be open; 4.Exterior dwre for continuous ventilation systems and heat recovery ventilatere shall he cloud and keeled; 5.Heating and cooling systems,If installed at Me nine of Me fast,shall be turned off,and 8.Supply and mtum registers,if installed at the time of the test,shall be fully open. X R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fiMng flue dampers and outdoor combustion air. X R402A.3 Ferestraton air IeskageW ndows,skylights and sliding glass doors shall have an air Infusion rata of no more Man 0.3 cfm per square foot(1.5 L/Wm2),and swinging doom no more then 0 5 chn per square foot(2b Us/m2),when tested according to NFRC 400 or AAMA V,DMA/CSA 101ILSMA440 by an accredited,independent laboratory and luted and labeled by the manufacturer. Exception: Site-bunt windows.skylights and doors. 'X R402.4.4 Recessed lighting. Recessed luminaires Installed in the builon,thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall he IGrafad and labeled as hmtng an air leakage rete not more than 2.0 cfm(0.944 Us)when tested In accordance wph ASTM E 283 at a 1.57 Pat(75 Pa)pressure di ferental.All recessed luminaires shalt be sealed wind a gasket or caulk between the housing and Me interior wall or ceiling covering. X R403.1.1 Thermostat provision(Mandatory)At least one thermostat shall be provided for each separate heating and owing system. X R403.1.3 Heal pump supplementary heat(Mandatory)Heal pumps having supplementary elecMoresistance heat shall have controls Mat, except during defrost,prevent supplemental heat operatsn when Me heat pump compressor can meet the heating bed. X R403.2.2 Sealing(MandatonyoW ducts,air herders.and fitter boxes and budding cowpox Mat forth M,primary air conteinment passageways for air distribution systems shall be considered ducts and plenum chamhens,shall be constructed and sealed in accordance with Section 040327,2 of the Commercial Provisions of Mis code and shall be slaws W meet duct tightness onleda by post-construction or rough in testing below. Duct tightness shall he verified by testing W Section 803 of the RESNET Standards by ether an energy rater contract in accordance with Section 553.99,Florida Statutes,or as auMorized by FWnda Statu et.W be-substantially leak nee'by either of Me signang: 1. Post-construction test:Total leakage shall be less then or equal W 4 chs(113 Umin)per 100 square few(9.29 m2)of c Mponed floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across to snare system,Including Me,manufacturers air handler enclosure.All register boots "I be Aped or otherwise sealed dump the lest. 2. Rough-in fest Total leakage shall be less than or equal W 4 chs(113 Umin)per 100 square feet(9.29 m2)of wndponea floor area when tested at a pressure differerpal of 0.1 inches w g.(25Pa)across the system,including the manufacturers air handler enclosure.All registers shall be mind or otherwise sealed dung the test.If the air handler is not Mended 9 the time of the test,total leakage shell be less Man or equal to 3 cfm(85 Umin)per 100 square feel(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test Is not required far ducts and air handers Iota d entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/22/20172,31 PM EnergyGeuged,USA-FWRes2014 -Section R405.4.1 Camph Page 1 of FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) X RM9.2.3 Building Cavities(Mandatory). Building framing cavifies shell not be used as ducts or plenums. X Rd03.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105-F(41°C)or below 55-F(13"C)shall M insulated d a minimum of R-3., RM3.3.1 Protection of piping insulation. ❑ R403A.1 Circulating hot water systems(Mandatory). Circulating hot water systems slats W pro itled with an automated or readily accessible manual switch that can tum o8 the hot-water circulating pump when the system is not in use. X R4113.4.3 Real}reps(Mandatory). Storage water heaters not equipped with Integral heat(reps and having verMcal pipe Mine shall he"heat Peps installed on both the inkis and outlets.Edemal heat baps shall consist of either a commercially available beet trap or a downward and upward herd of at Inner 3 h inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. X R03AA Water heater efficiencies(Mandatory). X R40i Storage water heater temperature controls R03.4A.1.1 Au acco N. Service water heating systems shell he equipped with automate temperature controls capable of adjusbnent from tw lowest to Ne highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 1W-F to IM-F(38-C to W-C). R4,113AA.1.2 Shut down. A separate switch or a clearly marked circuit breaker shell W providedto penna Ne power supplied an ekNic service systems b M erred off.A separate valve shall he provided to permit the energy supplied to the main bumM(s)of combustion types of sernce water heating systems to be turned off. X RM&C,1.2 Water heating equipment Water hearing equipment installed in residential units shall menthe minimum efficiencies of Table C4 uI 2 b Chapter 4 of the Florida Building Code,Energy Conservation,Commercial omissions,for the type of equipment Installed.Equipment used te provide hearing functions as part of a combination system shell satiety all eased requirements for the appropriate water heating category. Solar water heaters shall mat tre crfleria Section 8403.4.4.2.1. R03A.4.2.1 Solar water hearing systems.Soler systems for domestic hat water production are rated by the annual solar energy factor of the system.The solar energy Motor of a system shall M determined from Ne Florida Solar Energy Center Directory of Certified!Solar Systems.Solar collectors shall be tested in accordance with ISO Slaadard 981 Test Methods for Solar Collectors,and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria. 1. Be instellad with a tilt angle between 10 degrees and 40 degrees of One horizontal;and 2. Be Installed a an orientation whhin 45 degrees of true south. ❑ RM3.6 Mechanical ventilation(Mandatory).The bolding shall be provloed wit ventilation that made the requirements of the Floods Building Code,Residential o Florida Building Cade,Mechanical,as applicable,or with other approved means of"initiation.Oudoor air intakes and exhausts shall have automatic or gravity dampers Nat close when the ven8latbn system is not operating. X RM3.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for coaling ant heefirg equipment. X RM3.6.1 Equipment sizing, Heating and cooing equipment shall he sized in accordance with ACCA Manual S based on Me equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation meNedologiii based on building loads for the directional orientation of the building.The manuMclurer and model number of the outdoor and arbor units(if spit system)shall M submitted ading with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System stung calculations shall not include loads created by local intermittent mechanical venfilatlon such as standard otchen antl bathroom exhaust systems. • 1111113.6.1.1 Cooling equipment capacity. Gaoling only equipment shall be sefacted so Met its total capacity is not Was Nan Ne calculated total bad,but not more Nan 1.15 Mmes greater Nan the total toad calculated according to the procedure selected in Section 403.6,crime closest available sore proAded by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less Nan Ne calculated latent load. 522M172:31 PM EnergyGauge®USA-FlaRes2014 -Section R405 4 1 Compli Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) X 8403.8.1.1 Cooling equipment capacity.(continued) The published value fir AHRI total capacity is a nominal,relirg-test vales and shall not be used for equipment slang.Manufacture's expanded performance data shall be used to select cooling-drily equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on Me nuclear design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),me blower cfm provided by the expanded performance cars,he design value for entering wet bulb temperature and 9e design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb tempealure shall he for the indoor dry bulb and relative humidity used for this bad calculation and shall the adjusted for return side gains 0 he Mum duct(s)is installed In an unconditioned!Waca. Exceptions: 1. Attached single-and multi-fatuity residential equipment siding may be selected so Mat he coogrg capacity is less Man the calculated total sensible bed but not less Man m percent of Mat lead, 2. When signed and sealed by a Florida-registered engineer,in a0ached single-and mu18-family urns,Me capacity of equipment may be sized in accordance with good design practice. 'X R403.6.1.2 Heating equipment capacity R403.8.12.1 Heat pumps. Heat pumps sizing shall be based on Me cooling requirement as calculated according to Section R403.6 1 1 and Me Mat pump total cooling capacity shall not be more than 1.15 times greater Man Me design cooling lead. R403.6.1.2.2 Electric resi.®nce f emaces. Electric rea stance firmness shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6 1 R403.6.1.2.3 Fossil Wel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric bumers shall not be less Man Me design bad calculated in accordancewith Section 8403.6.1. X 11403.6.1.3 Extra capacity required for special occasions. Residences requiring excess coding or Mating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment evens,shall have equipment sizetl or controlled fo prew.mt continuous space cooling or heating within that space by one or more of the fdlowirg options: 1. A separate coding or Mating system is utilized to provide coding or Mating to Me major entertainment areas. 2. A variable capacity system sized for optimum performance during base bad periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ 11403.8 Snow meltsystem controls(Mandatory). Snow and ice-melting systems,supplied through energy mince to this holding,shall include automatic controls capable of shutting off Me system when the pmrement temperature is above 55°F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the pull temperature is above 40°F. ❑ R403.9 Swimming Foos,ingmund spas and portable spas(Mandatory). The energy rquimm M for msWe al pools aid ingmuM spas shall be as specifed in Sections R403 9.1 through R403.9.3 and in accordance wit ANSIIAPSP-15.The energy requirements for portable spas shall be in accordance with ANSIIAPSP-14. O R403.9.1 Pool antl spa hen m. All pool heaters shall be equipped with a readily acceseibk on-off switch Mat is mounted outside tle Marr to allow shuttling off Me heater without adjusting Me thermostat seting. R403.8.1.1 Gm and d14imd pool antl spa heaters. All gas and dtfired pool and space Maters shall have a minorum thermal efficiency of 82 Percent for heaters manufactured on or after April 16,2013 when sated in accordance with ANSI Z 2158.Pool heater. fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool hem@n. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A sat report from an independent laborslory is required to verity procedure compliance.Geothermal swimming pool Mat pumps are not required to meet his standard. O R403.9.2 Time switches. Time switches or other control methatl that can automatically tum aft and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Hall pumps and motors that have built in timers shall be deemed in compliance with the equipment. Exceptions: • 1. Where public health standards require 24haur pump operations. 2. Where Pumps are required to operate solar-and waste-haat recovery pool heating systems. 3. Where pumps are poweretl exclusioely from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installetl spas shall M stopped with a vap ,mor ure cover on or at tM water surface or a liquid cover or other means proven to reduce heat loss_ Exception: Ou flexr pools carnal over 70 percent of the energy for henting from she-recovered energy,such as a heal pump or solar energy source computed over an operating mason. X RM04.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting Mixtures shall be high-efficacy lamps or a minimum of 75 percent of pemenently installed Ighdng fixtures shall contain only high efficacy lamps. Exception: Low.voltage lighting shall not be required to utilize high-efficacy Lamps_ O R404.1.1 Lighbng equipment(Mandatory). Fuel gas lighting systems shell not have cordinuuusly bumim pilot lights X R406.2 Performance ONLY. All ducts not entirely inside the buWM thermal ernelope shall be insulated to a minimum of R-6. X 114062.1 Pram rmance ONLY. Cal shall have minimum insulation of R-19.Where single asmmby of this exposed deck and been type or concrete deck mots do not have suMcent space,R-101s allowed. 5122/2017 2:31 PM EnergyGauge®USA-FLaRes2014 -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: Townhouse 2,Lot 8 Dunne,Rd Builder Name: Street: LM 8 Donner Rd Permit Office: Atlantic Beach City,Stale,Zip: Atlantic Beach,FL, Permit Number: Owner: Junsiicton: 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 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 doom 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 subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. X Exposed earth in unvented crawl spaces shall be covered with a Class 1 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 ft,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/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 sub-floor or drywall. Fireplace An air bamer shall be installed on fireplace walls. Fireplaces shall have X gasketed doors 52220172:31 PM EnargyGauge®USA-FlaRes2014 Section 8405.4.1 Compliant Softwena Page 1 of 1 +I+ wrightsoft Project Summary Job: Date: 831117 Entire House By. M.Ellis Energy Design Systems, Inc. P727 Brody H0,]—sonnld, FL 32220 Phone:904366 U70 Fax MI 268 3670 Eml1 eft ma0meIlcom Promect Information For: Townhouse 2 Lot 8 Donner Rd,Atlantic Beach Notes: Design Information Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 'F Outside db 94 'F Inside db 68 'F Inside db 75 'F Design TD 30 'F Design TD 19 'F Daily range L Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 13713 Btuh Structure 15454 Stub 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 Blob Piping 0 Blum Equipment load 19901 Bluth Use manufacturers data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 24654 Stuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 3881 Btuh Ducts 1964 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft') 1511 1511 Equipment latent load 5845 Btuh Volume(ft') 14754 14754 Air changes/hour 0.46 0.20 Equipment total load 30499 Stub Equiv.AVF(cfm) 113 49 Req.total capacity at 0.69 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL;AMANA DISTI... Trade GOODMAN; JANrrROL;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 coding 24220 Btuh Heating output 32800 Btuh Q 47'F Latent cooling 10380 Stub Temperature rise 26 'F Total coding 34600 Blob Actual dr flow 1153 cftn Actual air Flow 1153 cfm Air flow factor 0.058 cfm7Btuh Air flow factor 0.047 cfrrVBtuh Staticpressure 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. wri htsotT 20 T-M"-Z 14 Was Z 9 RgN.au a UM i M1711.0.17 RSU17457 Pete 1 MMuai.hT dduse 2,Ld 0 U Rd Ad Rein W Lab=" From nox les. 9 Manual S Compliance Report Job wrightsOft` P P Date: W1117 Entire House By: M.alis Energy Design Systems, Inc. 117176,ady RE.Ycksorek,FL W23 Phone:&11-26&3610 Fan:9'J4-26896)0 Emdetls iax®9^a1 core Project Information For. Townhouse 2 Lot 8 Donner Rd,Atlantic Beach Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 24654 Btuh Entering coil DB: 77.9°F Outdwrdesign WB: 77.4°F Latent gain: 5845 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 30499 Stuh Indoor RH: 50% Estimated aidlow: 1153 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ARUF37C74A Actual airflow: 1153 cfm Sensible capacity: 24220 Btuh 98%of load Latent capacity: 10380 Btuh 178%of load Total capacity: 34600 Btuh 113%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 38.1'F Heat loss: 19901 Btuh 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. Madel: GSZ140361K+ARUF37C74A 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: Elm strip Manufacturer Model: Actual airflow: 1153 cfm Output capacity: 5.5 kW 94% of load Temp. dse: 50 °F Meets are all requirements of ACCA Manual S. 20114xNy-2114.X56 wrlghtSOft' RghlSuadlx Neesal An 170.17 Rsm7457 Pepe 1 ual. TcxnMuse 2,Lo18 Dane,Rd,All acll rvp Cat=Me F.1 nco,fxea'. S 1st Floor Living 116 cfm 11 cfm /ig 57 cfm Powder 1 d" 12 '6 " Re iser �8 " Kitchen 168 cfm Job #: Exclusively for the use of: Scale: 1 : 65 Performed for: Page 1 lownhoum2 Nick's Solar&Air"ems Riph4S.de6 Uni.r.12017 Lot B Donner Rd 17.0.17 RSU17457 Atlantic Beach 2017-May22 14:32:00 ._2.Lot 8 Denner Rd,Atl Bch.0 p 2nd Floor Bed 3 Bath 2 158 d 92 c 471 J 6 " 4 " 1428 2 6 " Hall 8 " 294 cfm Bat cf 40 cfm 40 c 347 cf 185 cfm P. Bed 1 Job #: Exclusively for the use of: Scale: 1 : 65 Performed for: Paye 2 1pwnhouse2 Nick's Solar&Air Eystems R11ht-Seite6 Universal 2017 Lot 8 Donne,Rd 17 8.17 RSU17457 Atlantic Beach 2017-Map2214:32:00 2,Lot 8 Donne,RQ At Bch.0 p +4+ wrightsoft Duct System Summary Job Entire House By. Exclusively for the use of: Mck a soar a Ar systems Project Information For: Townhouse 2 Lot 8 Donner Rd,Atlantic Beach Hwdng 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 0.066/0.034 in H2O 0.066/0.034 in H2O Lowest friction rete 0.056 in/100ft 0.056 iN1o0ft Actual air flow 1200 cfm 1200 cfm Total effective length(TEL) 179 It SupplyDetail Table Htg Clg Design Diem H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mail Ln(ft) Ln(ft) Trunk RAh1 c 1093 38 40 0.057 4.0 Ox 0 VIFx 26.9 90.0 st2 earn to c 1093 38 40 0.058 4.0 Ox 0 VIFx 23.6 90.0 st2 Rath 2 c 2503 89 92 0.056 4.0 Oxo VIFx 28.6 90.0 st2 sed 1 c 5050 179 185 0.056 6.0 Ox 0 VIFx 27.6 90.0 st2 Bed 2 A c 3869 132 142 0.060 6.0 0x 0 VIFx 19.8 90.0 st2 Bed 3A c 4294 150 158 0.057 6.0 Ox 0 VIFx 26.2 90.0 st2 Dxan, h 1499 57 53 0.063 6.0 Ox 0 VIFx 15.3 90.0 an Dnn,A h 1499 57 53 0.066 6.0 Oxo VIFx 10.3 90.0 st1 Mn In 4426 168 159 0.0&t 6.0 Ox 0 11 13.7 90.0 an uws h 3055 116 110 0.057 6.0 Ox 0 VIFz 26.4 90.0 st1 rA+re x h 3055 116 110 0.058 6.0 Ox 0 VIFx 24.7 90.0 an co4aer h 1595 61 59 0.066 4.0 Ox 0 VIFx 10.8 90A sit SupplyDetail Trunk Htg Clg Design Veloc Diann H x W Duct Name Type (cfm) (cfm) FR (fpm) 0n) (in) Material Trunk all Peak AVF 575 543 0.057 732 120 0 x 0 VinlFlx st2 Peak AVF 625 657 0.056 836 120 0 x 0 VinlFlx Bouxe4 veru r...even m.r.h•verr•••m MITWq-2214:31'.52 ,IC�AS wrightsoft' RqM susce u:woe MIT V Al Rsun45r cave 1 ual D\Mabodae 3r w 8 Donner Rd,An Ron.W (Ak.W) W. 8 I Return Branch Detail Table Grille Htg Clg TEL Design Veloo Diam H x W Stud/Jolst tIVA]Fx Name Size(n) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) rb5 ox 0 95 93 51.8 0.065 271 &0 Ort 0 rb4 Ox 0 347 344 41.3 0.081 995 &0 Ox 0 rb3 ox 0 287 294 49.4 0.068 841 8.0 Ox 0 rb2 ox 0 471 469 60.0 0.056 1348 &0 Ox 0 ad~der.eseem ff..w'werrmn k 'f* wrghtsoft Rq Suilealxiumsa1201717Z.17RSU170B7 2Bti-Mry-221Pa52 ..uel CAT dlause 2.LM 0 Dmw Rd.Ad Bchmp Cek=MA Wdd 8 - - - - - - - - -- -- - c > x , l � q , a . 7 ! ® ( } » n= 25 ±>n ` § , 4 \ \ \ \ \ 9 ( [{k ƒ ; zEl � / � \) { \ 2 ( � � \ - I 2 ) \{ \ 7 ( ; ƒ 2 E { \\ 2 k # } ( 2 ` ( { 4 § SHOP DRAWING REVIEW DISPOSITION C ATTENTION,Rwlaw of shop drawings is 1*Ion confmma^ae wile !0 Ne design concept of the pmjeet and does riot relieve tee<-ovactor v) of sespai for my deviation hom the reRelremems is shop _X dsawinge.Cootmelof shall determineandeeN9 all field me vmi K-J L APPROVED EI RETURNED FOR Ct :TION Pj ❑APPROVED AS NOTED ❑RETURNEDW ':I ACTION 1 U m� ❑NOT APPROV ❑SEE TRANSMC ,'.'TER e� COMMENTS/ q/ l E� 6 IH DATE HUTSBERG ENGINEERING.INC. RC 11481 ST.AUGUSTINE Al a 102 JACKSONVILLE,R 31133 3'6' ------- JOB: 3466178 LOC: DONNER RD LOT 8 PLAN:2-UNIT TOWNHOUSE DESIGNER: RICH H PITCH:6/12 OVERHANG: 18" WIND CODE: 135 MPH-EXP C-CLOSED ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL#1999.3 ALPINE HS PLATE APPROVAL#1999.2 ENGINEER OF RECORD JEFFREY K. HULSBERG 11481 ST AUGUSTINE RD#202 JACKSONVILLE, FL 32258 904-886-2401 9 LICENSE NUMBER: 33152 E o -9'-0"BRG HEIGHT �g'gsccss 6g! `a s I� -18'-6"BRGHEIGHTg ERg so H4G. Flat, AI ads ad - 0 =�as$ag �zl��o�30 OFFICE COPY 3'10" -9 - -12a• zrr 10'4•T rs R e" 1'I 4 J1 J2 ¢ ¢ ¢ ¢ ¢ ¢¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ EJ1 EA y_ JF h �P z 2 z S r z' 2' m EA ¢ ¢ ¢ a ¢a a ¢ ¢ Q ¢ ¢ ¢ J2 ¢ J1 4 ZM8' L 217 43'10' w. Alpine, an ITW Company leal"'"' wy„ 2a00 LakeOrange Drive suit[ 150 Orlando FL 32837 of S FLe4` Florida Engineering Cenificam of Authorieation Number:0 278 Op Florida CertiDume t1W OW9353ZI017143 Q • J V`a•,333 a e,of ID PID'upproval 9 PL199 Page 1of1 Document , �# o. 848 'truss Fabricator: Clothier 8 Sons Building Supply Job Identincatbm 346617B-(ELITE CUSTOM HORES )DONNER RD LOT 8 DUVAL C -- 41NNEq R" Tows Count. 28 model Code: Florida Building Code 5th Edition (2014) .0 Truss Criteria: TPI-2007(STO) Engineering Software: Alpine Softwwre,Version 16.01. '9oa s lV Snoctuml Engineer of Record: JEFFREY R. HULSBERC 33162 aawwwtl Address: 11481 ST. AUGUSTINE RD 6202, JACASONVILL minimum Design Loads: Roof - 90.0 PSF ! 1.25 Duration •.o:<.ke :.000i i,s�P.maw , ' —se e. Floor - N/Ase.meawearaam....rm. Rind - 135 MPH ASCE 7-10 -Closed Notes: 05/172017 1. Determ nation as to the suitability of these truss canponents for the Douglas 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 shoen on this index sheet at (retch the date shown 2400 Late Orange Dr,Suite 150 on the individual truss [opponent drawing. Orlando FL,32837 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Cleckler A Sons Building Supply for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing nudmr is preceded by: NCUSK9353 Details: - A Ref Description B.inpA_ Data 1 17721--A1 17137163 05/17/17 2 17722--A2 17137148 05/77/77 3 17723--A3 17137160 05/17/17 o o_ 4 17724--A4 17137151 05/17/17 t „ re re f 5 17725--A5 17137140 05/17/77 e 6 17726--A6 17137152 05/17/17 z .e s n $ 7 17727--A7 17137137 05/17/17 ca 9 a r a reo o 6 17728--A8 17137146 05/17/17 u, 1i ? m o 9 17729--A9 17137136 05/17/17 55 e z z ¢wlal 10 17730-410 17131161 05/17/17 11 17731--A11 17137156 06/17/17 F^ ne c yc�i c 12 17732--Al2 17137160 06/17/17 sR : 'a ❑ 0 ❑ 13 17733--A13 17137154 06/17/17 z >=8 y 11 17734-414 17137147 05/17/17 d oca3 3 15 17735--A15 17137141 05/17/17 16 17736--A16 17137153 05/17/17 `o S S 9 z 17 17737--A17 17137142 05/17/17 4i 2 y d 18 17738--A18 17137139 05/17in /17 ¢ $ -o`, '�" 19 17739--A19 17137157 05/17/17 m e ea r WQ^ 20 17740--HJ1 17137162 05/17/17 gg OFFICE COPY 21 17741--HJ2 17131149 05/17/17 <s c o p 0 Si 22 17742-4.14 17137143 05/17/17 23 17743--J1 17137158 05/17/17 24 17744--EJ1 17137144 05/17/17 25 17745--J2 11137156 05/17/17 26 17746--EJ3 17137159 06/17/17 27 17747-44 17137146 06/17/17 29 17746--JFR 17137138 05/17/17 9 YO � vRm 00 W � �j[ 9 oENr 9 X00 m ��21 � J ell Namur 01 9 _ a O ] N N M T �ffi N ^n 2m- NV m m x w m O 311110v 1e " Nyz no '" = " R. y 6,- R ai0 N o 30e �-' -9 :psi !• e � o i�B d I: aa�3it fgE9id.3d E ' o`3e — —[dt 9Ei :e 9�IN� - m o – ',c o jig er€ill F: .� to t iseyypp� U 9aflp iRa a ip Ei r o i8 =sgasc3� e$ Ax ae o 5T9 2 r°ay it a¢ il�? fiee o a ! 8 �yy fy dl �a 91 93 d1 6 4 m ns W9 3 ! d'Ed Rai aizv A N .`4'iy '�"i z 3 N } 3¢¢3 a OO N I �y {: a st6a to \ II ga �� adeius ; 9 �g c 9a ''�•-�� ...J v is a .dd, y a ze j�p3�di.d c n ma S� v E em ! � � 3�H31a `- OS f� NLG�� II m nR m 'm 980 3 D ,0 6, c dw _ 9 nqy%�i3 .. �amWt.� mm 8y� S CD3 CA y r + X n 2i PTi� f J s y - O O p f D 60 R O N (y O� O O O (00 T T T T T 1 O - NSG EO L T V1 S O O A N I O �R 3g A pA Ipn O A > � I• w—� "�� Zin w T i t TZ T T - J O� \ + CmN W N V ro n O So Vn me zoo' d _ - B wtiti ` 2 �a le a 9c no's ^ z i a °n°+ ' i COX.,zC.d l36$ q m - g 8 01 31 4=C .'C6 q3 ' m i vin z ea19 6P pad`` SFE y� my W G$ 31 g:•lv s? iA a i �x f:;➢�f l�S °" N � N m m S .7 Q. m Q. f'nN G m$S vl ..N N A f1 H 4 90A bn r Gj� • • OG6!1 A III _" � "m ^ ? e "8= 3 DipWAV a'o a n 0 no E :a. g� SME g s op .0;v > S O X E i NC ; a a v r r r r \ e O N O O O O O \ _ _ m m 'E• .yL 'p T N O O A n Oo S T i z m m J T �w O N W NS N O N 8 E | % !A / \ ) ) � ` i ( e # m ' - � gw $ � r IP § }rN, is; 1 - ) ) $ ��/d ■ " 2 Z § � 9 § Um f � k ) § [ $ J ! 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ARDELLA ROAD 30' RIGHT OF WAY (PAVED) Q 110 go 4,0 ( 99.99' FIELD ) SCALE. 10 20' SET 1/2' IRON i SET 1/2' IRON PIPE, CAP LB3672 1 00.00 PIPE, CAP L83672 ___ — — Al • i m -TO-07_0( ' T FOUND 1/2' IRON M 100.1(' FIELD ) PIPE, NO CAP I � I M � I NROOF CANOPY .:. __CON RETE FLOOR 83.4' + .. 24.0' I w � � © 01 a 0 ul © D a 9 M S M u, N' � "O K U O _ A/C �^ LOT 14 CONCRETE L 0 T 17 L 0 T 18 .. _Wi> AD I I I I 12.6' 4.0' 63.4' L0 I• 15 L 0 T 16 WATERI VALVE ON I CONPCRRETE 15 ( 50.26' FIELD ) , ( 49.83' FIELD ) 50.00') (50.00') 50.00 w 50.00 _SET 1/2-1/2' IRON w M FOUND 1/2' IRON • FOUND CONCRETE FOUND 1/2' IRON PIPE CAP IRON 1?q'O3 43i 27p'36 35 PIPE, NO CAP MONUMENT, NO CAP PIPE, NO CAP I I I I 16 C LOT 6 L DTf--7—X__lIX LOT 8 I LOT 9 LOT 20 6' C_ UNK FENCE x Q x W Q 4 00 N N IZ 2 r2 , IO tri CV ,- Iop v SHEOR 7,5 S 38.4 DE p ju 18 2 3 '6 14,6 14.6 Lb s I 5�2' 11 STCR a 4 x 15.5 3 s i I RE IDENC FRAME , No. 49 id 31 8.9' 35.3' 9,A0 1.0' � "' 7.8'Ld 62.3' id ECK I I W Nem SPD I I __jS 0) FOUND 1/2' IRON Q PIPE. NO CAP tel 150.00' %+ s>:r 1/2" utdN --____ 988.60' ( 150.71' FIELD ) PIPE, CAP L.83672 FOUND 1/2' IRON PIPE. CAP t H884S ONNERS RC)AD 30 RIGHT OF WAY (PAVED) NOTES: 1. THIS IS A• BOUNDARY SURVEY. 2. NORTH PROTRACTED FROM PLAT, 3. ANGLES AS PER FIELD SURVEY. 4. NO BUILDING RESTRICTION LINE THIS SURVEY WAS MADE IN COMPLIANCE WITH THE PER PLAT. MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 611017-6 OF THE FLORIDA ADMINISTRATIVE THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD CODE. 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. 1 "NOT VALID WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC. SURVEYOR and (NAPPER No. LS 3295 SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY'kAr 11 FllE:2002-1354 DRAWN ; _EHCj BOATWRI HT LAND SURVEYORS, Inc. 1711 SOUTH 5th STREET JACKSONVILLE BEACH, FLORIDA241-8550 JDATE.NOVEMBER z6, zoQ SHEET 1 4E1 �` 2 vat - 1354 LL0) m to /� �Wi� 1 0— QmO) O) O F 1°o U �Zm ui 0 � J o trN a �Fr L a0 L1. W -oo �a O M Qd W m 2N rc�0 - o N01 ❑ L W I D Z i O 0o 0 0 _ °° Z 0 it o W - �o —, z Z �o Z0 W a L OW Nx O Om Q ❑ �d co 0 j a -- Fl 0 z m ------ — Z JJ W -- — ------ -- a 0 -- O O Li _ ❑ d ofcl of f 0 —-I .,OW q p] L--J 3 w oV w m w "' 0=z D F o� o w wW r o o 1 rc 7 ° m ❑—i oo _ Q N= N �- p O ip IL 0 � L =�o appal a L �OI"mo r OII \ 0 w .. N 0 mm to z 1 Z u z 3 aw 0 0 i i MAP SHOWING SURVEY OF LOTS 7 AND 8, BLOCK 16, AS SHOWN ON BUT NOT INCLUDED IN DONNER'S REP LAT AS RECORDED IN PLAT BOOK 19, PAGE 16, OF OFFICE COPY THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. i w I LOT 14 3 LOT 15 LOT 16 I O:r FOUND 1/2" IRON o (99.99',I LOT 17 FIELD) 1 PIPE. LB3672 6' CHAINLINK FENCE 6' CHAINLINK FENCE I 4' CHAINLINK FENCE 50.00' 50.00' �_-- - - — A17" PALM FOUND 1/2" IRON B PIPE. NO CAP 10 ZO 40 I 13" SCALE: 1" = 20' MIMOSA I �15" PALM I I I \ 7" I LAUREL I OAK Q I 18" PALM I I 14" Q MIMOSA � � I M LOT 6 I �pp p 20" PALM LOT 7 $ LOT 8 O W LOT 9 N X12' PALM I N coly Of I �- N U cp QI I M Na) , �-- O a- N a 28" LL p 15" DOUBLE 1 Q CREPE MYRTLE lil QMIMOSA ^ I Iv, 0_ I W 3 I z o I __ 0 I 0 tr I 1 Q I I II 31s.8o' D FOUND - 16" PALM 18" PALM I PIPE, NO/APRON 50'00'* 17" PALM 28" CEDAR 30" DOUBLE LIVE OAK C 100.00 15" 50.00' EDGE100.22' FIELD) LIVE OAK F _ OF PAVEMENT PIPE. 1/2 IRON LB3672 DONNERS Y PAVED 30' RIGHT OF WAY VE'D 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. TH = PROPERTY SHOWN HEREON LIES IN FLOOD ZONE THIS SURVEY WAS MADE FOR THE BENEFIT OF "X" (AREA OUTSIDE THE 0.2% ANNUAL CHANCE 51 DONNER CDL LLC. FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE' FLOOD INSURANCE RATE MAP NUMBER 12031C0408, RE ISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND STEPHEN W. CREWS, P.S.M. THERIRAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYOR and MAPPER No. LS 5996 SU FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. 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F 0 I- J �. 00 � I 0 N Z Ln a 0 Ln 0 w ILL N W � w Q � N � o 3 N V U 3 L vi Z !� z U- 3 u. Q 0 0 0 m n� /d -o z v¢ L:AUrottingAporton-"JVduplex 4-2b-1/ LUI d\tInsheo drawing s\SLHAH,A IIUN UALL.dwg, b/10/LU7/ J:YU:Ib HM, Universa; Uocument GOnverter.pcd, ARCH D, 1:16 ` Shaftwell&Ara Separation wail syerams Shaftwell&Area Separation Wall Syndwas ;B s o C 0 N T. C SHAPED FIRE RETARDING LL Submittal 092 SHEATHING WITHIN J� H-STUD,C-RUNNER,ALUMINUM BREAKAWAY CLIP&ASSEMBLY DETAILS VAM ldarineWARExom AREA SEPARATION WALL FIRE&SOUND RATING SUMMARY wwwAoriaWARE.com 4'-0" OF PARTY WALL FIRE-RESISTANCE DESIGN METAL TRACK 1 FILL SPACE BTWN Area Separation Wail Test Data 1 "" Shaft Liner Assembly Usage TRACK & SHEATHING I� Ara Separation Walls AMERICAN Y 9 M The MarinoiWARE Area Separation Wel is castmcud once the boning for one multistory unit is complete Tat Reference:WHI Design No.MWIWA 120-03 e v p a u w WITH FIRE RESISTANT 2Hoar eon-sewing Ana Sapermion Wait Aaomkly Aawdcan GYWm GYPSUM WALLBOARD FOAM ENTIRE W Q and pia m the cmtrucdw of the interhor tra ming on the adjacent unit.The area separation wait is Fire Components: 34+ BXUV-F ire Resistance Ratio ANSI/UL L 263 constructed a ndFi non 34 away from the adjacent frwring,which is typically constructed from wood. • Any UL Classified 1-2 gypsun wallboard,oriented g L E N GT TYP. R O O F In many cess the area separation wait is positioned 1 away from the coal fraaing to accommodate the NStod vertically m horizontally s wood benzine. "' „gyp / +o21"*nc s e'Mz° Ratings H W zt4aaoasa m >...: = ::` -- :. anrdca rm co / Vit Liner Board penis used asfire blocking between the floor levels. One(n[ever Bach side afassembly. eBXUV7-Fire Resistance Ratings-CAN/ULC-S101 Certified for Canada • Wood Fretting-Nw1� dnal:2 x 4 wood framing, Tennkar Information 5 0.6493s02 rKt.6907 PHYSICAL PROPERTIES SE spaced 24 ocmaxinumand spaced112 frau See General Information for Fire-resistance Ratings-ANSI/UL 263 ahatheal 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 woad 0. PHYSICAL G0. ala nasion castles �rg' Aro Ix Sx ly Sy fare and back paper.The face paper Is folded around the long edges to reinforce and protect the core.The panels feature a double 0 Ttrbtem Um'1 • Steel Framing-Bearng:3.112min.depthx1-518 Sp bevdededgeroresaeofi"analin,with the ends being squere-cutand finished smooth.Shaft Liner panels amavailable:i"thick xTwide,and inavariety oflengths. See General Information for Fire Resistance Ratings-CAN/ULC-S101Certified for Canada ALUM. BREAKAWAY 216HS25 2 25 18 0.m88 G40 0.1270 0.0990 0.0995 0.0147 0.0178 - min.flange 20 gauge stud,Spaced 24 O.e. Products rrg.Z Nred by Ante icon Gypsum contain no asbestos and no detectable levels of formaldehyde. maximum and 112 from shaftwall surface. _ CLIP EA. SIDE J Q 216HS20 2 en 30 0.0312 640 0.2100 0.1881 0.1582 0-0243 OA2N • Steel Framing-Non During!3-518 rain.depth x Shah Liner Darnels have achieved UL Environment's GREENGUARD GOLD Certificatlon.GREENGUARD Design N o. U347 O J 2+ 1-114 min.flwge 25 gauge stud,spaced 24 O.C. - Cerifled products are scientifically proven to meet some of the world's most rgorous,third-party chemical emissions standards, maximum and 112 from shaftwal surface. helping reduce indoor air polluti to and the risk of chemical exposure while aiding in the creation of healthier indoor environments. December 155,2014 2x4 NAILER CUT BTWN. � Q • 2 long aluminum breakaway cup s attached For more information,visit www ul.comlgg. C•aonnr wood or sial framing. Q 1 • An UL Classified 1 T X Gypsum Linea _ /� Shaft Liner panels ere used m conjunction with other American Gypsum products and metal framing members for Shaftwall J 1° 9D, 1" Y Type y - ••J and Area Separation Wall systems.Lightweight non-load baring gypsum Shaftwall systems have replaced traditional masonry for Q 1-1y2• boards.Two boards back-to-back are inserted 1 intefl0r vertical enclosures tracts ting stairwells,elevator enclosures and mechanical chases, 314• �-^ against the web of the track and into the recess American Gypsum's Shaft Liner has been approved for use In the following assemblies: Nonbearing Wall Rating-2 Hr(See Items 4,4A and 4B) ^I of the studs. 4) U 375 2 Hour H-Stud Area Separation Wall System ATTIC l V • MarnolwARE H Stud-2,25 Gauge.0179 V 455 1&2 Hour Shaftwall Systems using I,C-H and C-T Studs 2" z-tie" A -L Finish Rating-120 Min(See Item 4) (18 tail)-33 ksi U 429 2 Hour Area Sep System using ste and C-T Studs L Y NsW Nan-Baring Ara Saperatm WN AaaeanMy Mar r O U 429 2 Hour Area Separation Wall System using C-H and C-T Studs R-Stud B-Runner `► V 433 2 Hour Shaftwall System using I-Studs ■ ■ "_InGW�e xarYyadrad „� STC Ratings 61,69,70(See items 7-7B) ATTIC TYP. ROOF TRUSS W - 0 0 Breakaway Clip(BA) Exposure to excessive or Conti moisture and extreme temperatures should be avoided during delivery,storage,handling and instellain.Eliminate sources of moisture immediately. @ 24" O.C. WellSanionAarnWy BAdpsellawafadayepedstrmturetocolepsewhik '� "Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions 0- Limning heights and deflection ritens for the system ateshouldso rc based upon the metal stud manufacturer's recommendations, ,Eq- permitting the fin wag to remain in place,protecting employingthe UL or cUL Certification/such as Canada),res respectively. �-- Woad or Steal Stud Panels should not come In di 1 contact with concrete,masonry or other surfaces that have high moisture content. \ p y adjacentQ units. Provide flexible sealenucaulk Ed p irtnion perimeters and penetrations to avoid air leakagelwhistlirg and dust collection. rn 1 liner Board •For use With Area Separation Wal Systeme 7 Used in non-load bearing syste its only. TRUSS TIE D 0 W N STRAP W >' •Aluninum.063 an EA TRUSS Insolation •Designed to melt under extreme beat , -i Not to be used m unlined air supply dud 1 ' 3 9 m ' .- '�.- :'�� '�:�.�' �;� renting must be spaced nom ethen 24"o/c. - - F r.^ 2. :. Not to be seed in areas with do c,exposure to water or continuous high humidity,e.g.,saunas,stem rooms,gang showers or indoor swimming pools. g 112 Gypsum Board " Avoid exposure to temperatures exceeding 125°F(52°C)for extended periods of time,e.g.,located adjacent to wood burning stoves and or heating appliances. ,. ` •; '. Q O A7 ' IarrY UL deuifrdlw ,�ea _.___- Gypsum board does not generate or support the growth of mold when n Is properly transported,stored,handled,installed,sed c-'0 C_R ', s .r .• maintained.However,mold spores are present everywhere and when conditions are favorable;mold can grow on practically any ° /�I(}� Generic UL Assemblies for H-Stud NYC A royal surface.GYPSUM BOARD MU T BE KEPT DRY to prevent the growth of mold.Gypsum board must be stored in an area that protects it from adverse weather cordi- V v r x C-Rater 2' �'. t @ask to back) ,� ->6- tions,condensation,and other f ems of moisture.Job site conditions that can expose gypsum boats to avatar or moisture must be avoided. UL U336 UL U366 UL U375 MEA 161-05-M Gypsum board should not be to elevated levels of moisture for extended periods.Examples of elevated levels of moisture include,but are not limited to, A O Breakeway CIO r OL U347 UL U373 UL U3 exposure to rain,condensation,costar leakage,and standing water.Some board exposed to these conditions may not need to be replaced,depending upon the source 3/4"AIR SPACE G 4 .. R of the moisture and flue conditro 1 of the gypsum board being Considered for replacement Subfloor Jr -.. v�,,-: 4AX ..:y& H,.° ' When gypsum board Is expose to elevated levels of moisture,an assessment of the potential damage to the gypsum board must be made by the contrmtoddesgn Floor piss or tNrwx 2- '} r .50' yi2 professsnallowner as to whe a board exposed to these Conditions must be replaced.Gypsum wallboard may experience limited intermittent exposure to moisture ,G 3ALCL gg from a variety of sources,such ss improper storage,construdi°n or design defects,water leaks,etc.Gypsum board exposed to water should be replaced unless all y5 g A ALUM. BREAKAWAY 314 Ak space between ?' •T6" of the following condition or at. 'CONFIGURATION tl TYP. GYP. H-stud and sadlwesd "Xa'r 'Aty�� '� 1.the source of Ure water or isture Is Identified and eliminated CLIP EA. SIDE BID C E I L N 7m EJCPOSED TO FIRE FROM AAEA SEPARATION WALL SIDE ONLY femlup '�`` esr�2 2.The water or moisture to whin h the gypsum board was suposetl was uncontaminated ,.-,•'" ° ,-g 3.The gypsum board can be do sol thoroughly before mold growth begins(typically 24 to 48 hours depending on environmental condl0ons). 4.The gypsum board is stmctu ally sound and there is no evidence of rusting fasteners or physical damage that would diminish the physical propeNes of 2112 2ALCL the gypsum board or system. Below are me general recomme Q ations for drying out gypsum wallboard once exposed to moisture: Z For come laleam a.Wee retest NmindiWASE•TKhaiW Benlm etN'-46ra.1545. Fm aradormaemt lbw owned MmiMWAK*Tests"Servi at 98&545.1645. -The source of water or mostui a must be eliminated. O 0 Saint e This twekel hafwaimr:sair nraarurma kdwmatian mvmieud wamwdm may wall a Thh sdstted information when the neat aurom idmmarim mal"Wsumar es coy one.1 g •Adequate ventilation,air circul Rion,and drying are essential to minimize the potential for mold or other fungal growth.Fens should be used to increase ".am pdeadaea dlecow May 11,2815Islor 2015 prmiom PuNkauam elfectee May 11,2015 Milli air movement. BATT INSUL 03 O Z� � 0 LL OEM Sheftwdl&Ara Sapwa[fa Wail System - Skeftwall&Arm Sopereden WIN Sy ism - : - •-,-T4 3 /v MARINOIWARE® wm.Mar)noWARE.com INSTALLATION INSTRUCTIONS&DETAILS www.MarineWARE.com heintedorofthebuildlrgmu be 2 5 LL -The indoor hunidiry,can be I rered by using fens and portable dehumidification equipment and by opening up the building when the outside air is drier than the air13 W Q inside the structure, O -Damaged gypsum board and then wet materials that are to be replaced must be removed from the building to facilitate drying -Closes,cabinets,and doom [ween rooms should be opened to enhance circulation of air. Z (1 O -For more detailed Informatlon a water damage restoration specialist should be Contacted. �IgII �J :.� S details for Area Separation System -- - - - - - - - 12.For doers,ducts or other large penetrations or°parings, 3.4 Finishing Erecting the 2"Area Sapettera Well uBB P Y� ,i IMPORTANT-IF THERE IS E RA DOUBT ABOUT WHETHER TO KEEP OR REPLACE GYPSUM BOARD THAT HAS BEEN EXPOSED TO MOISTURE-REPLACE IT. --' ------ - -'-- -' 2 e - -- HOU EIRE RESTANT RATED o � Z butall Jamb Track as perimeter framing.Use 2011 track A.Apply a non-harderdng,flexible sealant continuous at all 1.Position 2"MaimAWARE C RwnW a nkni n i n 3.4"from the framed wag of CAUTION:When sign nine gyp um board In a fire resistance,sound rated systems,cane must be taken j ensure that au repair are wnslstent with the specific fire � �� with a 3"back leg for elevator doors grad black cavity.Instal perimeter edges,abutmats with duaknlar materials end the adjacent utdL Fasten C Runner to fowdidden with pawerdriven fasteners FNII Well Det�l G sound rated design b initially instructed(gypsum board type,fasteners and their spacing,end staggered jolts). ---------- -------- ------ ----- Q � -- ---- ----------- ` - - - - WHEN TESTED I N ACCORDANCE W 12'wide gypsum filler strips for doors exceeding 7"-0'height. penetrations in the facing layer. spaced a maxima of 24.o.c.When specified,apply a ramingm 14'of xooE CECx Gypsum boardmust must m d during transit l of h weather-fight cover in good condition.Pusan shipping thea are intended to provide protection during[remit m W ROOF TaU55 only and must be promptly rem ved upon arrival of the load.Failure a remove the shipping bap can increase the likelihood of developing conditions fevareae a the 31 humiliation of Freezing(Aron Separation WaID B.Tape and finish al joints at face layers with tape and join ac°ustial salmi under the C•Rtener to maximize acoustical privacy.Run growth of moi. WITH U L 263 the C-Renner to the MW of the foundation.In the calla of offset units,ren Gypsum board must be deliver(,to the job site as near to the time it will be used as possible,Individuals delivering um board to obsites should ensure that it s 1.Foundation:Position 2"C-Roser at Rea and attach securely comPonmd end tioiab insfarer hada with joint compound 3Re e4ocawa Ds AEautRsor yes d D n9 9YPs 1 to foundation at ads and 24"o.c.Cmdk under runner at meeting ASTM C 475. the C-Renner to the Said of the offset unit. carded,not dragged,to place o storagelinsslladon to prevent damage to finished edges. ALUM. BREAKAWAY ZZ- 0 }-,e,WOOD STUD 31AaanVClength of L event foundation with mh 114'head of acoustical sealant when 3.5 Protection of Work 2.instal Marin°IWARE H Studs and I'than Board to a maximuse tMiph[of (S AK s tO F r mtwo Few ren Gypsum sagging. Gypsuard m bst ard shall t vat'sf the be stackund and at-NErotecon edge r. end.Gypsnt um boaers rd tacked n edgasse orandi support n the a and presents a serious hzard should 3/4"AIR SPACE ff 4 Q ' A6 AN AITEHNATE) sagging.Gypsum board shall a nays be stacked Flat-NEVER on edge or end.Gypsum board stacked on edge or end's unstable and presents a swbks hazard shout J CLIP EA. SIDE specified to reduce pulse irenseassiat. 2'above the first flier lima.natal two i'Liter Board panels vertically,into A.Protect shaftWal work tram damage end deterioration until n accidentally topple.Gypsum nam should be placed ono weight is evenly distributed and tits floor is not ovemoeded. Z 2.Post floor:Instal FlSttds std inset liner Board.Attach two date of substantial completion. the C Ruaer at oar and of the coal.Instal the N Stud over the double beveled mrEasErnoN.r nDDr ''i O Z ddckasses of 1'Lkmr Bard vertically in C-Karoo with loop edges of the icer Board peaeb sad continue alternately ansbi ice Wel has BACK-.o encK cnurtre:a Instellatiop-Installation of 1'Shaft Liner parols shall be consbtenl with specified application details for Shaftaall or Area B.Repair damaged work to be ndstinguis able ham adjacent J Q edges in HStud.Continue installing HStuds and Liner Board reached the opposite gin of the fam lati°n.Termiare the wall using a aa•FAN a SCREW Separation Well systems.The assembly must be erected i the proper manner and with all approved componeds used in a suc- CONFIGURATION B work.Replace work that cannot be repaired ns required. C-Rear.The vertical C Remains at each and of the wan should be attached cessfull completed fire endure a test.The contractor,design professional and or owner shall ensure that m the Components that were a art of the ed test J alternately until coal is complete.Attach horizontal C-Rmmr ,-,M.oRvwau scRFw 4 Yg P< only Po P Pero+' t to top of Liar Board,fateelnA flanges oflee f C-urmor a � mer Rt all Limitstioin the canoes to the borkental sections of C4Mm using a 318"pen Acousnc sEnurrt head screw. are used;do not substitute co amensrib .Handling and application shall be consistent with meaeds desced in the noted standards and references indicated below. EiTaysw TO FIRE FROM EITHER SIM corners on both sides of Liner Board with 316"drN point a Nonaood-beakug;at to be used as an undated air supply duct. 3.Cap the first section of You m animation long with a CAunar and attach Ea_xi ALUM CLIPS SPACED Q �a"s• • Not designed for exposure to constant M -moisture coldtions 44Pw Manufacturing ASTM C+398 Configurafloi1 C 1 A Po Ale to the vortical C-Rumor in de terAera using a 318"pa had screw. ens maxkwa w rraunoel � .rJ 3.Intermediate Oars:Attach C-Huger to C-Rwar cap on wall or direct water. ASTM Specification-SS-L-300 Type IV Grade X below,staggering end joints at least 12'.Fasten C-Runner 4.Aluminum breakaway dips span the minimum 34"akapassand provide a finite (� Installation ASTM C 840 1 0 0.C. VERT. BELOW • Elevator door assemblies requite support independent of Ink between the H Studs end the adjacent wallfranin Attach the aYnoioem BATT I N S U L together uoilig doudde 318"screws at ends end 24"o.c.Festa I A• 1 Gypsum Aa,ociatlon GA-216 shaf[wall patitnns. ,,y album Gaa E loon V Gypsum Association GA 620 F �j HStads to adjacent framing with alumnnm breakaway dips. breakaway dips to the Nape of the H Stud us��t,o�ne 318•pea ilwd Seyaw and 2 3' AND 5' O.C. V EF\T. Attach breakaway tis t°HSted with one 318'drill point • Good construction practice cels for partition control to the adjacent wood framing using one 1"drY4+41i�W The aluminum break Surface Burning Characteristics ASTM E 84 pins to coirudde with that of the building structure. away clips are typically located vertically at each Poor level 110 Screw and to adjacent wood framing with 11/4'drywall -0o.c.)and' ' Fume Spread 0 1 2 3 ABOVE 2 3' 0 screw.Install fire blocking between solid wall system and • Lnitng loads end heights not to exceed design specifications horizentaly on evory HStud 124"o.c.l.When the total height of the as «�(WO D T t°A sr£u *0 Smoke Developed 0 adjacent training at floor fines,bottom of truss line and any or data provided herein or by metal component supplier. separation wall excess 20'•0",alurdnum bralawey,cops shag be installed �T(WOOD A t • c•urreR eawo Desired fire rated assemblies are specified from less performed by independent laboratories.These designs are made up of see-other locations accadig to code requirements. provide flexible sealsnUralk at partition perimeters and every 5'-0'for the lower 20'-0'and avay 10'-0•for the upper 30'-0" acmr ua a0.9ema0arequirements, Da = elft materials inaprecise confgurefiOn.When choosing construction designs to meet cortain fire resistance vigisnce the well assembly.Aluminum breakaway dips we installed an bulk side • - G•9_R must be taken to Insure that ea h component of the selected assembly Is the one specified In the test and are assembled in accordance with the requirements of are -- --- ---- T ---------- Of 4.Reef:Cut Lina Board ad HStuds to fallow roof pitch. penetrations to avoid ab leakagetwhisthing end dust cellactin. Acousnc SEAwar Faster HStuds to burning with an aluminum breakaway dip. of the area separation wall. REnnRant assembly. 3.3 Installation of 6ypWm Board 5.Fire blocking is installed on both sides of me aro separation Wal er each floor FOUN�� a ti lereh as defined in the IBC. -�� til A � ' A.ShftwldlSteirwall system finided oar aide: s l' r 6.To continue the wag,nutall a C Runner over the c Runner used to cap the lower Intermediate Floor Detail a . Thickness M) Wi610m (2438tH Edge Type ul types 0 + i. Instil gyPsm board in a double layer a are side,either 1^(25.4mm) 2'(610mm) &-12'(2438.m.3658.) Double Beveled AGS 3!4"AIRSPACE t3 4 ALUM. BREAKAWAY O bernontaly,or vertically. section,placed back to back and attached together with318'pen head screws r MO 50,4+1)WNy UL CLASSWES S CLIP EA\SIDE 2ND FLOOR fn 2. instal the first layer of gypsum board horizontally with spaced 24'S.C. i Special lengths or edges may be available on special order.Consult your American Gypsum sales representafive for details. 8 Q Id+ approved fasteners aimed 24"a.c.and 3'from all edges. 7.The support wells located adjacent to,and on end side of the SOW 2'arm msuuTaa Thermal Resistance"R"Value 1°=0.73 .. 3. Offset tie horizontal elms ttzininun 12'from any spins separation wall,protect and nakdoin the required 34'an space.Then support (r� rryy jeans m th Lina Board Panels. El Wells offer Stressed acansncal privacy and Pravda imcessery asethades.They can MMT04WK C-RUNAM a V I LL 4. InsuN the lace layer of gypsum hoed parallel t°the be desip M a bad bearing.These walls can Fee*accommodate cmlitoe¢wt '-'N-D1"'"""acas" Job Name: electrical and pknrdirng syaterns Tian systems shtW mt impede de ra4+d so•nerd NFno semen -- - -- - - - - - - - - - --- - --- - - - - -- - W O framing with approved fasteners spaced minimum 12"o.c. and 6"from all edge. 34' eek space.Andy acoustical ealset erased pattratbns for mt FLOOR Contactor. Date: W a=mwatical __ _ __ _ _ __ _ _ _ ____ _ _ _ _ __ _ _ _ __ _ ° 5.offset edge and end pods from the base layer at least 24". prnmy. ACOUSmG 9EAlAM 10.9 nEalllREm) ° B.StakwagiSsirwall System,Finished Both Sides: p 8.arca the 2'area separation well is wetted,construction of the adjacent interna csna+n � W 0 1. Instars gypsum board on both sides,either horizontally wall framing can begin.Ahmanson Breakaway dip and fire blocking installation is Aauatmum eREwKawnv cuR H OF vertically. identical for both sides of th 2"ares Separation win3a-0,W Rewmeol 5 2. Attach gypsum bard With approved fasteners apeced 12' w W o.e.and 6'from all edge. ,ea dUL CL eoano W W �+ Iwm'r UL 1,SaF1ED1 0 3. Offset edges and ads of gypsum board on opposite sides � � - _J Minimum 24. 0 D m Fair lbws kdarowdes,pbm,.tori Med.dWA11i Technical Sewlce at 8n8.54&1545. Far awe lalwwoamb pk-aadet Lbd oMANPTehnirat Service at NOW-IS4& 12 This technical infwnehoa saws the mat"an Wometiev available and winKsedes my mid all Is This tKia"Wetnrae rehcb to mod owed wWmd m available ed atemwdes nay and son pvlom mencetkns dfecew May 11,2015#$W.5120 15 mads.puMcadem dkc*e MeV 11,2015 rSW612016 Li DCN1074 Juy,2013 in ALUM. BREAKAWAY Shaftell&Ara Separation Well System He . CLIP EA. SIDE 2X4 STUDS @ 16" O.C. � ARCHITECTURAL SPECIFICATIONS www.MarineWARE.com STAGGER TYP. e PART 1-GENERAL 3.H-Stud and C-Runner. 1.0 Description of Work a.Galvanized sled,conforming to ASTM C 645 manufactured by MarnallWARE. " Types of Work:The types of work herein specified include,but b.Width:2" are not limited to,CT Shettwal,CT Stairwell and HStud Area c•soup,25(33 ksi) Separation Wali System. it.M.:18O n B.Fmtaws:FazS-gewebamittg-TyPasscraWs. 1.25" AIRSPACE BETWEEN 1.1 Quality Assurance A.Fire Resistance Ratings:Where shaftwallstlirwall systems For 20-gauge fremkq-Type S-12 screws. with fire resistance ratings am indicated,provide UL Classified PAR.3-EXECUTION AREA SEPARATION WALL AND WOOD SHOWN OR Liar Bard. 3.0 IleatallatNn .. B.Provide fire resistance rated assemblies W es identical to those A.Gerard:Follow Maia1WARErecommendationseations for PER ENGINEERING ° indicated by reference t°WHI(Warnock Hersey International ° numbers or n gating of other testing agencies acceptable to installation of metal fmnng. authorities having jurisdiction. 3.1 Installation of Fronting(Shaftwa111Stairwal2 LAYERS) W A.Inatalatian of Tabbed Track,CT Studs and i"Liner Board 1.2 ilwlifkatiors Q AMERICAN GYPSUM 1 " SHAFT LINER W All shaftwallstanwd framing materiels slid be manufactured by per' ManaiWARE.AN materials shall be installed in accordance with i. Layout shafiwel in locations indicated on construction primed installation nam nectieas required by the testing agency. drawings. ALUM. B R EAtFAWAY 0 R EQUAL APPROVED F 0 R 13 Solman eek 2. Ander Tabbed Track perimeter framing at abutting CLIP EA. SIDE 0347 ASSEMBLIES Product Data:Submit Mari uAWARE's descriptive literature far each horizontal and vertical construction. shaftemAstawval and Area Separation Wag component indicating 3. Anchor with approved fasteners spaced moxinnm 24"o.c ^ materiels,dknenoions,and other des refpnired to show complain 4. Apply anfigrdenng,flexible sealed in a continuous with the spehfications. application at the pernneter. 2 LAYERS GYPSUM SHAFT LINER � � 1.4 Delivery,Storage and Handling 5•Space CT Studs at 24"o.c.Adjust the spacing at ends of C TRACK AND H STUD 2 HOUR A.Delver materials in original packages,containers or bundles shaftwel constrmtemm n s°end studs am mini8'from FIRERATED AREA SEPARATION WALL SYSTEM- bearing Main°IWARE's brand time and identifcatnn. the ends. SEE ENGINEERING B.Store materials level,inside,under cover.Kap materials dry 6. Install the firs Liar Board panel.The panel length shah be and protect from Wether and damage from construction "leu than the total height of the framed section.Plumb \ operations and cover causes. the panel agoi st the web of the Tabbed Track and bad _ C.Handle System components to prevent damage to edges,ends at tabs in Tabbed Track to secure the paned in place. .Protect metal accessories,training end trial from 7. mart a CT Stud into the top amt bottom Tabbed Track or surfaces A bending and damage. andfit fightly over the previously installed 1"panel.Allow PART 2-PRODUCTS egal1rame between track and stud at top and bottom Tailed Track.The stud length shall be "less than the \ THREADED ROD HOLD DOWN LO 2.0 terids total height of the framed section. SYSTEM SEE ENGINEERING Q 0 A.M framing: B. Install the second 1'Liar Bard panel inside the Tabbed I. C uds: Track and within the tabs of the CT Studs. a.G 'zed sial,conforming s AST 9. Install succeeding studs and panels in the same manner 0. MOW red by MarnalWARE. as described for the first and second panda until the wag If.Width:2 '4"and 6" section is complete. C.Gauge:18, and 25 140 W 10.from the T final pad section at 12'o.c with tabs 2.Tabbed Track sod k: from the Tabbed Track. a.Galvanized mifg to ASTM c say NON LOAD BEARING � w mmerfa Y Marc 1WARE. 11.Where wed h ghts exceed the standard or available length S E P A R AT I 0 N WALL N U Q of the Liner Board panels,the peels shag be cut and SET PLATES I N BED 0 F It.Width: 4'and 6' stacked With pints occurring within the top or bottom ° C.G :20 at elevator doors masonry cavities rend a the won and oft.The shorter pato:shag he WATER PROOF 0 0 F CALK PER U L DESIGN N 0. U 3 4 7 25 standard elsewhere.! 7 m mum he tall and of Thesuffs ort er pa el shall hee 2 studsCONFIGURATION F 0 R FIRE EXPOSURE FROM EITHER SIDE. ' m Far mars lsfomeew,pkm seteet MadalWAW Te w"Snakes d 866-Wi645. This techdcd kkwalies reflects flu most m= mmmatm avail"aid a"a.&.."and ai 11 W panaaa pahlms ceddfediv.May 11,M15 AN114 015 CONC. MONOLITHIC m FOUNDATION SEE • • • (� � ENGINEERING D 0 � I DWELLING UNIT SEPARATION WALL SECTION u: HARDWARE 8c NSTALLAPON D WALE BOARD DESCRPTION UL DES GN 0 1 0 C:ADraftingApartion39\dup1ex 4-25-17 LOT 8\finshed draw1ngs\SITElot8.dwg, 5/16/2017 3:19:26 PM, Hni--ol Document Converter.pc3, ARCH D, 1:96 IV LOT 16 99099 ' FIELD I EXIST. CHAIN E NCE XIST. 4' �— 5 ' FOUND 1 / 0 S IPE, NO Q 9 NEW 6' HIGH ^ r9 WOOD PRIVACY O FENCE 0 L 0 T18 � 8 ' 34' 8 ' O ❑ ❑ ❑ ❑ 0o O COVERED COVERED z PORCH PORCH ld d u d a. a A/C A / l I{PA D TOWNHOUSE 11 ITOWNHOUSE 21 PADj 4 ARROWS SHOW ° DIRECTION OF � PROPOSED GRADE SLOPE I I CONC. WALK ° I p � aqi 0 014 I° L( oo °, I ooI 0 0 loo — 11 i 0IF_J 1 1L J 01 1 o 10 — I 00 0 I I I ° L J I I GATE I ° GATE d � I 135 FT SQ a 4 3 " DEEP GRAVEL RETENTION d 142 FT SQ ° ' GARAGE GARAGE I 3" DEEP GRAVEL 3 ' CONC . WALK -_. °d° RETENTION ° o 4 3' CONC . WALK c \ a O 12' i _ d ILc� 499 FT SQ. a --- -- - __ - 524 FT -SQ -- RETENT 0 ° PLANTING e 3 " DEEP GRAVEL a 0R G L a ° d RETENTION 4 a 28 0" da° ° d 7 ' - 11 15/ 1E j 5 not for 34' layout G RAVE a 4RKIN°GI CONC . DRIVE a ° °G RAV SPOT", 24' IMPERVIOUS LOT COVERAGE: ° j d ° ° PAR'K�y'� a a OO' I S a FOOTPRINT (porch garage included) 2418 50 da DRIVE f WALKS 1 283 A/C PADS 24 . FOUND 1 TOTAL COVERED 3725 PIPE, LB3 LOT 6527 PERCENT COVERED 57. 1 DONNERS 1� INDEX TO DRAWINGS FLOOR SLAB ELEV. I ' 0&"S ' RICHT OF 1� \ ARCHITECTURAL OA A-ONE COVER SKEET * SITE CD Pig LIC ROAD AVERAGE EXISTING GRADE 12. 13' A-TWO FI RST FLOOR PLAN A-THREE SECOND FLOOR PLAN A-FO U R ELEVATIONS NOTES : PROVIDE I N LET PROTECTION A-FIVE ELEVATIONS 1 .) ELECTRICAL WIRING PER 201 1 NATIONAL ELECTRIC CODE. If ANY FOR ALL I N LETS , —S I X-_ _ „ _—ROOF PLAN 2.) ALL BRANCH CIRCUITS THAT SUPPLY 1 25-VOLT, (for reference only - see structural) SINGLE PHASE, 15- AND 20-AMPERE OUTLETS INSTALLED IN BEDROOMS SHALL BE PROTECTED A'S EV E N FOUNDATION PLAN BY AN ARC-FAULT CIRCUIT-INTERRUPTER LISTED (for reference only - see structural) TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. A-EIGHT SECTIONS GRAVEL RETENTION TOTALS : (for reference only - see structural) 3.) UNUSED A-N i N E FI RST FLOOR ELECTRIC EAST SI DE G70 A-TEN SECOND FLOOR ELECTRIC WEST SIDE 70 A-ELEVEN SEPARATION WALL DETAILS NOTES: TOTAL GRAVEL RETENTION 1371 ATTA C H M E N T S 1 ) OCCUPANCY CLASS IS GROUP R-3 2) CONSTRUCTION TYPE 15 TYPE 5B ITEM 1 FORM G00C-01 : LEGAL: FLORIDA ENERGY EFFICIENCY CODE 3) APPLICABLE CODES 2014 NATIONAL BUILDING CODE LOT 8 , BLOCK 16 , AS SHOWN ON BUT NOT ITEM 2 SEALED SURVEY 201 1 NATIONAL ELECTRIC CODE INCLUDED IN DONNER ' S REPLAT AS RECORDED ITEM 3 TRUSS ENGINEERING CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE IN PLAT BOOK 1 9 , PAGE 16 , OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ITEM 4 STRUCTURAL ENGINEERING DRAWING NUMBER S I T E A N D T I T L E S E ET T W O U N I T T O W N H O IJ S E L O T 8 SCALE: 1 = 1 6' OR 8' REVISED; PROJECT ADDRESS: DRAWN BY: � I �� I I— I_ I �1 A _ LOT 8 DONNER ROAD 2120 MAYPORT RD. ATLANTIC BEACH, EL DATE: 05/ 15,/2017 REVISED: ATLANTIC BEACH, FLORIDA 904 249 0072 904 994 6596 OF 1 1 A FR C H I T E C T LJ R L BUILDER OF RECORD: ELITE CUSTOM HOMES AND RENOVATION INC. NLL CU Lo m OA � LWN i O N`V Nin ml W -CA) CL Z _ 8 �I°dZlt Lu 1 O W co Z ♦ oc 7i d X W o< Q Z z J 0 �i K z oC U oZ V rn ./� ` _ z z Z � � O u- 0 z 0 p W fYI`■ M W 3 N 0 o o 5 Q Z p H W Z lln �' °` a a � 0 °�-� � - w J F-0 ` ~ Q 0 ~ ff LL. 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Fasten plies of 1 %4"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES: 2-ply beams with(3)rows of 0.131"x3'/:'nails @ 12"o.c. ULSBERG 1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick, Facing Brick,and 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 Hollow Brick,respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6'/,"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's HENGINEERING, INC. 2. Brick veneer shall be anchored with approved ties spaced no more than 16"o. STRUCTURAL STEEL: requirements. 11481 OLD ST,AUGUSTINE RD.,SUITE#202� JACKSONVILLE,FL.32258 vertical and 16"o.c. horizontal. Additional ties shall be provided around all wa I - P:JACKSONVILLE, F:,FL,3 0.4367 openings greater than 16"in either direction,and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and www.HulsbergEnginee .com o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). _ Mpo�ii'Ctflp� UMQEEt:25846 a.Welded Connections: AWS D1.1 ,�► I I V1 3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall b.Structural Steel plates: ASTM A36F -36 ksi or ASTM ( )A572(Fy=50 ksi •b••••�•i, *�''�. have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c. �. •. �S •,� �., Structural Steel W shapes: ASTM A992(Fy=50 ksi) y WIND PRESSURES ON WINDOWS, DOORS & . �� '�• 22 gage by 7/8"corrugated and fastened with 1 "galvanized roofing nails. d.Structural Steel Angles and Channels: ASTM A572(Fy=50 ksi) SOFFITS Sfl +� Adjustable or strand wire veneer ties shall be used at CMU walls. e.Structural Steel Rectangular HSS or Tubes: ASTM A500(Fy=SC ksi) (p '! _ ��g f. Structural Steel Round HSS or Pipe: ASTM A500(Fy=46 ksi)or = NO° 4. Unless otherwise noted on the plans,a steel angle L4x4x1/4 shall be used for ASTM A53(Fy=35 ksi supporting brick veneer over openings. This angle will not be required for archE)d ( y- ) AREA OF OPENING EDGE STRIP(5) INTERIOR ZONE (4) _ , } cc windows where brick is self-supporting. If the length of the opening exceeds 6'•0"then% . 2, All structural steel connections and fabrications shall comply with AISC specifications. Pos Neg Pos Neg •.p+s �J � „ �' p the steel angle shall be attached to the wood framing with "x 3"lag screws ) 12" y p o.c.or Simpson Y4'x 3"SD '• S screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. Oto 20sf18.3 724.5 18.3 -19.8 • * '"°'� � 20.1 to 50 sf 17.5 -22.8 17.5 -19.1 W� � �* WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes 50.1 to 100 sf 16.4 -20.6 16.4 -18.0 41uuE4irlh��S.SIMPSON,PE shall not be used. 100.1 to 200 sf 15.5 -19.1 15.5 -17.1 FL PE No.50791 1. All wood framing has been designed in accordance with"National Design Spe ificatio 200.1 to 500 sf " cOii•1MENrs: (NDS)for Wood Construction,"2012 edition. 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. 14.7 -17.4 14.7 -16.3 _ Soffit Design Pressure 18.3 -24.5 18.3 -19.8 2. Southern Yellow Pine member design incorporates design values for all sizes and 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior Base Design Pressure 15.50 GCpi= 10.18 grades of visually graded Southern Yellow Pine dimension lumber per"Supplement to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"publish by the Southern Pine Inspection Bureau(SPIB). 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel o surfaces exposed and visible to the exterior of the structure. 3. All wood members exposed to weather or in contact with masonry,concrete or soil shall be treated with an appropriate preservative suitable for the exposure cond tions. 8. Field touch-up after installation where required to restore final finish. E 4. If ACQ treatment is used on any wood member,then all nailing shall require HARDWARE AND ANCHORS: hot-dipped galvanized nails meeting ASTM A153,Class C,or ASTM B695,ClaE s 50. 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 Stand United Steel Products(USP), or Engineer approved equal. TYPICAL EDGE STRIP(5) rd for a=3.5' 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 F1554,Grade 36. TYPICAL INTERIOR ZONE(4) 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 3. All metal connectors and hardware which are exposed to the exterior or in contact a 7. The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per F registered Engineer's seal for approval.Design notes shall include the rated load ASTM AlA153,Class C,or ASTM 8695,Class 50. capacity of the truss to truss connectors,and the manufacturer's license to fabri to OFFICECOPY 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. Holes shall be cleaned of all debris and brushed out prior to installation of anchor r 8. Jobsite handling and erection,including temporary bracing,during installation of adhesive. CLIENT: shall comply with TPI/WTCA BCSI 1. -1 W ELITE CUSTOM HOMES& ROOF COVERING: - RENOVATIONS 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened to their supporting walls or beams with metal connectors as noted in the Truss 1. The contractor shall be responsible for the design and installation of the roof covering m PROJECT: Connection Schedule. system. g TWO UNIT TOWNHOUSE (8 DONNER ROAD) 10. All gable ends shall be balloon framed or braced in accordance with the applica le 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the JOB NUMBER: COUNTY: detail as shown in the structural drawings. manufacturer's requirements. a g DUVAL SCALE: 11. Guardrails,handrails,and guard in-fill components(Balusters and Panel Fillers hall %"=1'-0"(U.O.N.) 3. Clay and the roofs shall be installed per the"Concrete and Clay Roof Tile installation E be provided by others. Manual,"and the manufacturer's requirements. DO NOT SCALE THIS DRAWING RELEASE DATE: 12. Engineered lumber(LVL,Parallam or LSL)shall meet the following minimum ma erial 4. Standing seam metal roofs shall comply with ASTM 11514 and be installed according 05-26-17 specifications: a REVISIONS: LVL or Parallam LSL to the manufacturer's requirements. E=2,000,000 psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing Fb=2,600 psi Fb=2,325 psi and valley material. Fc=750 psi Fc=900 psi DRAWN BY: CMF Fv=285 psi Fv=310 psi CHECKED BY 17 FSS 9 TITLE: GENERAL NOTES SHEET 2 of 2 4 SHEET: o 2 NOTE: UL S B ERG H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL HENGINEERING, INC. TRUSS CONNECTOR SCHEDULE 11481 OLD ST.AUGUSTINE RD.,SUITE#202 32258 TRUSS ID LEFT INTERMEDIATE RIGHT JACKSONVILLE,FL. P:904.886.2401 F:904.260.4360.43 67 _ www.HulsbergEngineering.com FLORIDA ER:25846 H2.5T OR H2.5T OR H2.5T OR _ av°° St m',�j "`fs` ALL TRUSSES(ROOF) SDWC 15600 SDWC 15600 SDWC 15600 .,.;5� o �'�/A{{•/// NOTE: I a NQ1)ALL TRUSS C N�F •e•��e ',',,�'se ARE BASED UPLIFTS COMPUTED EDEBYORS ENG NEER OF REOCORD m , ®�•vim` yQ�0�1 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS �' ' o ' : € A cc SHALL BE DISREGARDED 1 $ ' *;• cft- a, LLJ ,H2.5T or SDWC15600 TOENAIL KNEEWALL 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM r % �:� ��"��"` . cis ' : 2x6 LEDGER w/(3 IAT EACH CANTILEVERED /TO DOUBLE PLATE SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER a �.y A '..� i�'� ` 0.131"x 3" Ir NAILS FLOOR TRUSS w/0.131"x 3"NAILS DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR W AT EACH KNEEWALL 8"O.C. APPROVAL BY THE ENGINEER OF RECORD AND THE - ''' � � E TRUSS VERTICAL CONTRACTOR _ FL o.50791 16"O.C. a CO MENTS: 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED — — 11 .15 I c` AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR LL J6 i APPROVAL OF THE ENGINEER OF RECORD 7r7-=7SII 4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE E INTERIOR SIDE OF WALL - ' m 5)REFER TO MANUFACTURER'S INSTALLATION DETAILS E WHEN USING SDWC SCREWS _ i a . DG - i I I - I a �I I, o . . .. :: g Q j FFI E COPY 9 OC I I H(6 T /J6 LL �N ; a CLIENT: 1) F1(411 Of C701 1 v -c�cel ELITE CUSTOM T M HOMES& RENOVATIONS 2x6 LEDGER wlP 3 R ( m OJECT: 0.131"x 3"NAILSs H TWO UNIT TOWNHOUSE AT EACH KNEEWALL Z T7. _ _ TOENAIL KNEEWALL TRUSS VERTICAL TO DOUBLE PLATE (8 DONNER ROAD) (16"0.C.) 2.5T or SDWC15600 w/0.131"x 3"NAILS a JOB NUMBER: COUNTY: AT EACH CANTILEVERED @ 8"O C g 17-0931 DUVAL FLOOR TRUSS SCALE: _1'_O"(U.O.N.) DO NOT SCALE THIS DRAWING H RELEASE DATE: LOWER ROOF LAYOUT 05-26-17 REVISIONS: DRAWN BY: CMF CHECKED BY: FSS TITLE: LOWER ROOF LAYOUT 4 SHEET: S-6 BRICK VENEER WITH 1"AIR SPACE " UL S B ERG AND WALL TIES BRICK VENEER WITH 1AIR X SPACE AND WALL TIES (1)#5 CONT. a ENGINEERING, INC. 1 H CONT.FLASHING;PROVIDE WEEP HOLE) FILL JOINT WITH ELASTOMERIC � SILL PLATE - 11481 OLD ST.AUGUSTINE RD.,SUITE#202 @ 33"O.C. CONT.FLASHING;PROVIDE SILL PLATE JOINT FILLER z HEIGHT OF CURB VARIES(8" JACKSONVILLE,FL.32258 SILL PLATE GROUT AIR SPACE BELOW FLASHING x WEEP HOLES @ 33"O.C. CONCRETE SLAB a 6"MIN.: MAX.) w P:904.886.2401 F:904.260.4367 CONCRETE SLAB GROUT AIR SPACE BELOW - m www.Hulsbe,9Engineedng.com 00 N I SILL FLASHING ✓-�- GRAD CONCRETE SLAB k 25846 z PLATEvA�vA�vA�vv% v vv v v� CONCRETE SLAB �� ++'R• •, \/\/\ - as � • , 'i #5 CONT. - GRAD vvv vvvvi — / /��< € �� ••(��N F •••��/ �i oo /V/V /\< /V/V/ /V/\ g O • '� \ \ \ \ \ GRAD _ i/��\/\8"CMU STEMWALL WITH(1)#4 @ 48-O.C. z � � /_ � o V/ VV IN EACH CORNER. ////A • •< �,�A//A 8"CMU STEMWALL WITH(1)#4 @ 48"O.0 — y/ 5°aO vv/i v/ivv/i FILL CELL SOLID AT EACH#4 REBAR. i✓ / / i �i� �Q o V/ /ice/i AND IN EACH CORNER. SVA/V/VA/VA/ /VA/VA�� ? a E V \VA o z'�, 'i/ �� HOOK REBAR 12"INTO UPPER COURSE // \,A \ \ \ V�� iT< ,1 $ _; V + v/vim FILL CELL SOLID AT EACH#4 REBAR. - oo vA . a . vA vA vA Vv vv vv ` p�Vvwv' v/ ,� �,//�/j��i /i/ �ij�i✓1� OF BLOCKS AND 6"INTO FOOTING. % ' v vv vv vv�� HOOK REBAR 12"INTO SLAB AND 6"INT ) / v/A/�V � �:w�� 1'-0' ONE STORY-(2)#5 CONT. 's 0 y; ��° vi///vi/vivi/��./ 6' FOOTING. ,�yii �� V-4" TWO STORY-(2)#5 CONT. •.�� 6 1'8" ONE STORY-(2)#5 CONT. "4k* look V-8" ONE STORY- 2 #5 CONT. T-5" ONE STORY-(3)#5 CONT. - _ 'fp TWO STORY (3)#5 CONT. 1'-9" TWO STORY-(3)#5 CONT. 1'-8" TWO STORY-(3)#5 CONT. r� r FLOYDS.SIIM SON,PE SECTION-STEMWALL WITH BRICK _ SECTION-MONOLITHIC WITH BRICK D SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE FL PE No.50791 SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT a COMMENTS: ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. - I CONCRETE SLAB a SILL PLATE r;i F E N I o CONCRETE SLAB SILL Z PLATE CONCRETE SLAB ;o GRAD vvvv/wj/w vA//v Avy�%vA!/vA!iA%�� GRADE CONCRETE SLAB \ \ // - 1 GRAD - VA/A VA l GRADE (1)#5 CONT. (1)#5 CONT. ///v�✓wwyv'8"CMU STEMWALL WITH(1)#4 @ 48"O.C. z �i��j�j �,ri / / ✓� ��✓vvvv/vw o w�� , wi/vvi/vvi/vvi/`� of ` V /V/�AND IN EACH CORNER. V� /VA/VA' !� \ V /VA/VA/VA ADD 8"x 16"CMU TO INSIDE OF o AAAAAA/ 'o A' /A/�A//A i\ i / /\\\\i STEMWALL AT POST LOCATION FILL CELL SOLID AT EACH#4 REBAR. % /AA/AA/i� VA>VA + � � �\/� /i '��/v✓iv/iv /v/i,� / /iw/ WITH 1 #4 VERTICAL IN EACH FOOTING. BAR 12"INTO SLAB AND 6"INTO '��/ � � - v ✓ ✓/ � O 3 g^ �% \/i./i \!i/ (AS NOTED) REINFORCEMENT(AS NOTED) 1'-0" ONE STORY-(2)#5 CONT. T8" ONE STORY-(2)#5 CONT. V-4" TWO STORY-(2)#5 CONT. AS NOTED REINFORCEMENT(AS NOTED) 1'-8" TWO STORY-(3)#5 CONT. B SECTION-STEMWALL SECTION-MONOLITHIC E SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT THICKENED EDGE � OFFICE COPY 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)** cuENr. AND WALL TIES ELITE CUSTOM HOMES& CONT.FLASHING;PROVIDE WEEP HOLES STHD14 STRAP NAILED TO RENOVATIONS 33"O.C. BRICK VENEER WITH 1"AIR SPACE a GARAGE DOOR POST. @ Q _ m PROJECT: GROUT AIRSPACE BELOW FLASHING AND WALL TIES J <r PA51 STRAP NAILED TO GARAGE EMBED STRAP INTO FOOTING = Q ct'n DOOR POST.BEND STRAP INTO AS SHOWN. g TWO UNIT TOWNHOUSE (1)#5 CONT. CONT.FLASHING;PROVIDE WEEP 0 FOOTING AS SHOWN. (8 DONNER ROAD) - HOLES @ 33"O.C. 0 ¢ ,� z a -- SILL PLATE FILL JOINT WITH ELASTOMERIC ��" 6"MIN 0 w JOB NUMBER: COUNTY: __ GROUT AIR SPACE BELOW FLASHING v, 17-n931 DUVAL JOINT FILLER z' w scALE: c � SILL HEIGHT OF CURB VARIES(8"MAX.) v= I Y LL 3 _ r PLATE #4 WITH 6"HOOK INTO FOOTING z 0 _ /g -1'0"(U.O.N.) CONCRETE SLAB z a E AND BENT 12"MINIMUM INTO DO NOT SCALE THIS DRAWING / /j CONCRETE SLAB GRAD GRAD a y v \ -- THICKENED EDGE. �, v vv/vvi RELEASE DATE: / / / O @ �� o � 052617 GRADE REVISIONS: 8"CMU STEMWALL WITH 1 #4 48"0.,. o �I 4 0 ; v��A � AND IN EACH CORNER. ;i �•� vs��A� �� /<GRADE � v �L� FILL CELL SOLID AT EACH#4 REBAR. - v HOOK REBAR 12"INTO UPPER COURSE v�iwi/ vivviw� vim` ��/�' /<;v/v A = DRAWN BY: iv�AA�w/ OF BLOCKS AND 6"INTO FOOTING. CMF 6 1'5" ONE STORY- 3 #5 CONT. v v v v �� v v v �� v v/ w;wv//vv v v v vvv v v v v mo w`/ CHECKED BY: 1'-9" TWO STORY (3)#5 CONT. /\i\\�\\ \\i\\/ /\\�� NOTE: \\ \\ \\! FSS 1'8" ONE STORY (2)#5 CONT. �,�,A v v v \/ �i�Ai� V-8" TWO STORY-(3)#5 CONT. - - =�1�' � /�✓`//' REINFORCEMENT IS NOT REQUIRE` �'� - FOUNDATION DETAILS TITLE: TO PASS THROUGH SLOTS IN STRAP. - SHEET 1 of 2 C SECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK F DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION (MONOLITHIC) SHEET: SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACTSD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT [� D ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. J 0 SHEATHING �,,,— PLATE(BELOW) 2x ULSBERG I I 2x_CORNER FRAMING FULL FIELD NAILING HEIGHT STUDS(TYPICAL) ENGINEERING, INC. (2)ROWS OF 0.131"x 34' 11481 OLD ST.AUGUSTINE RD.,SUITE#202 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND SHEATHING EXTENDS DOWN ONTO NAILS @ 12"O.C. d JACKSONVILLE,FL.32258 W BOARD WITH 0.131"x 3Y4"NAILS @ 6"O.C. " 7777 P:904.886.2401 F:904.260.4367 RIM BOARD MINIMUM 6STAGGERED(TYPICAL) _ www.HulsbergEngip£ ring.com TO ALLOW FOR NAILING �1��4ttu«pCt�el49e .A.N MBER:25846 EDGE NAILING AT SOLE PLATE �� hi��s LL o 2x_BAND BOARD PER TRUSS MANUFACTURERIM BOARD 2x6 OR 2x8 FRAMED WALL °��`` N ••G• NSE�••'•q°�/�� "CLEARANCE BETWEEN PANELS SILL PLATE(BELOW) YeO _ BETWEEN FLOORS (2)ROWS 0.131"x 2Y"NAILS :� 2x4 CORNER FRAMING FULL HEIGHT STUDS !L SSTAGGERED @ 6'O.C.REQUIRED NO• ; z%z"RATED SHEATHING RIM BOARD- IN UPPER AND LOWER SHEATHING MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED 8 ; Q NAIL TO TRUSSES WITH(6)0.131"x 2Yz"NAILS. MIN.Y"SPACE BETWEEN PANELS �WIITHD(4)0.131"x 3'/a"NAILS TO EACH ADJACENT • .��' ;" TOENAIL TRUSS TO PLATE WITH SHEATHING EXTENDS ABOVE DOUBLE ALTERNATE:INSTALL SOLID STUD IN THIS ''�,,� 3 4.4i1 /��! \ * ` pp PLATE MINIMUM 6"TO ALLOW FOR SPACE 'moi, O 2 0.131"x 3Ya"NAILS NAILING -2x4 CORNER FRAMING FULL HEIGHT STUD �, I. 'Np', � �26-17 DOUBLE PLATE(U.O.N.) EDGE NAILING AT DOUBLE PLATE tt/e��N�1fM�'0�D S.SIMPSON,PE 2 ROWS OF 0.131"x 3Ya" ° O FL PE No.50791 2x4 FRAMED WALL NAILS @ 12"O.C. COM NTS: C SECTION-TYPICAL OPEN WEB FLOOR TRUSS F DETAIL-TYPICAL SHEATHING NAILING BETWEEN FLOORSJ SECTION-TYPICAL FRAMING AT 90° CORNERS SD-4 SD-4 SD-4 NAIL SCAB TO TOP CHORD WITH 3 (4)0.131"x 3'/a"NAILS METAL CONNECTOR REQUIRED METAL CONNECTOR a (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"x3Y4" NAILS TYPICAL AT — &CH TRUSS DOUBLE PLATE 2x4 SPF BLOCKING NAIL WITH 2 DOUBLE PLATE O 2x4 X-BRACE ACROSS LENGTH OF s 0.131"x 3Ya"NAILS AT EACH END SHEARWALL —2x SPF#2 STUDS @ 16"O.C. (END NAIL OR TOENAIL) 2x SPF#2 STUDS @ 16"O.C. _o ZZ] NAIL SCAB TO PLATE WITH(3) CONCRETE 10d CUT NAIL _ 0.131"x3 4"TOENAILS THREADED ROD ASSEMBLY OR QUICK-TIE AT NOTED SPACING @ 24"0.C.OR T'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 PLATESILL PLATE 4 0.131"x 3/a"NAILS @ 4-O.C. / \ a EXTERIOR FRAMED WALL DOUBLE PLATE - - `d+' F'Cr;%E COPY MINIMUM%s"RATED SHEATHING, UPLIFT(ROOF)-RODS OR QUICK-TIE FLOOR LOAD ONLY OR EXPOSURE I FASTEN AS NOTED ROOF WITH UPLIFT RELEASED ON WALL LAYOUT(BLOCK ALL EDGES) P CLIENT: SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS G SECTION- INTERIOR SHEARWALL PERPENDICULAR TO TRUSS METAL CONNECTOR ELITE CUSTOM HOMES 8r D METAL CONNECTOR OR � RENOVATIONS SD-4 SD-4 SECTION ONLY APPLIES WHEN REFERENCED BLOCKING REQUIRED (AS NOTED) - PROJECT: (AS NOTED) SIMPSON SDWC 15600 SCREW s TWO UNIT TOWNHOUSE @ 32^0.C. U.O.N. — (8 DONNER ROAD) -NAIL EACH END OF BLOCKING TO `DOUBLE PLATE ( DOUBLE PLATE JOB NUMBER: IDUVAL COUNTY: 17-09 TRUSS(AS NOTED) BOTTOM CHORDS WITH(3)0.131'x 34' s SCALE: INSTALL 2x4 BLOCKING BETWEEN —2x SPF#2 STUDS @ 16"O.C. %"=T-0"(U.O.N.) 2x4 SPF NAILER-NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12"O.C. —SHEATHING(AS NOTED) o @ 2x SPF#2 STUDS @ 16"O.C. @ 32'O.C.SIMPSON SDWOCN 5450 SCREW DO NOT SCALE THIS DRAWING 0.131"x 3�"NAILS 6"O.C. \ _ ti RELEASE DATE. -BOTTOM CHORD OF TRUSS s 05-26-17 I --NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) ANCHOR BOLTS AT NOTED 2x 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"O.C.MAXIMUM) DRAWN BY: 77— EXTERIOR FRAMED WALLMINIMUM 7 I� CMF 6I FASTEN AS NOTED _�__ / \ �a °_ /RATED SHEATHING, CHECKED BY: EXPOSUREFSS ON WALL LAYOUT(BLOCK ALL EDGES) SHEARWALL UPLIFT(ROOF)-SCREWS s TITLE: FRAMING DETAILS E SECTION-EXTERIOR WALL PARALLEL TO TRUSS H SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS K SECTION-INTERIOR WALL CONDITIONS BEARING AND/OR SHEARWALL - SHEET 2 of s SD-4 SD-4 THIS SECTION ONLY APPLIES WHEN REFERENCED SD-4 SHEET: S D-4 r OHULSBERG ENGINEERING, INC. _ - 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 -- EXTERIOR BEAM(AS NOTED) - P:904.886.2401 F:904.2z60.4367 www.HulsbergEngin, 'ng.com DOUBLE PLATE 25846 NOTCH BEAM AS REQUIRED TO °,.•• •� .� ��'�.,, FIT BENEATH DOUBLE PLATE le a�•'�jiP @'•.��/ BEAM BEARS ON(2)2x_JACKS1 (TYPICAL-U.O.N.) DOUBLE PLATE o Not. CONDITION: 1 NUT WITH 2"x 2"x�"WASHER ALTERNATE:SIMPSON LBPSY SLOTTED - * TE ®� cc (NOTCHED BEAM) 'Q = $hp`s ° WASHER WITH 1"WASHER. X8"0 THREADED ROD ''s�'4A�©�(•�(F(�'+�.ert��f'""•«i;�v0`�? r -_ - SIMPSON X"0 x 6"TITEN HD OR SIMPSON X"0 x 6 X"TITEN HD ROD COUPLER /FL° 1 ')�h�ll'I3oN,PE / e"THREADED ROD SET IN ADHESIVE WITH 1"CUT WASHER ' FL PE No.50791 NAIL SHEATHING TO DOUBLE PLATE WITHWITH MINIMUM 4"EMBEDMENT OR!"THREADED ROD SET IN ADHESIVE WITH a COMMENTS: MONOLITHIC FOUNDATION-EXTERIOR (2)ROWS OF 0.131"x MY NAILS @ 6"O.C. WITH 1"WASHER MINIMUM 5"EMBEDMENT WITH 1"CUT WASHER NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C. a X"x 6"TITEN HD SCREW ANCHOR U, n g or X"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. - INSTALL DSP CLIPS @ 24"O.C.OR J ° or X"THREADED ROD SET 4Y"INTO ADHESIVE SPH_@ 32-O.C. EXTERIOR BEAM(AS NOTED) A STEMWALL FOUNDATION-EXTERIOR DETAIL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY YZ"THREADED ROD SET 7"INTO ADHESIVE DOUBLE PLATE SD_7 E / BEAM INSTALLED BENEATH DOUBLE PLATE INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x_JACKS IF EDGE DISTANCE EXCEEDS 5" TYPICAL-U.O.N. ( ) Metal Connector Fastening Schedule _ USE MONOLITHIC CONDITION Simpson ID USP ID Uplift Capacity lbs Fasteners Anchorage U.O.N. CONDITION: 2 A35 8 MPA1 n1a (12)0.131'x 1'/"' n1a S (DROPPED BEAM) ASU44-Z_ PAU44-TZ 22D0(SYP) (12)0.162'x 2Y°or(12)0.162'x 3Y.° 51W wl 7'embed ASUW-Z PAUe8-TZ 2300(SYP) (12)0.162"x 2Y:'or(12)0.162"x 3W 518"wl 7'embed CS 16 RS150 1705(SYP or SPF) (11)0.148'x Yin each and-(22)total We B DETAIL-TYPICAL DTT2-Z INSTALLATION eE DETAIL-EXTERIOR BEAM TO WALL CONNECTION P 7SYP or SP ) (8) .149'x 1w Into studs We(USP DTB-TZ SIMILAR) DTT2Z DTB-TZ 214 SYP 1835 SPF (8)0.148'x ISS'into double plate 5( )1835(SPF) (8)'.'x1"h"SDS Y,'w4Yx'embed(mono)and 7"embed(stem) - OBC HC520 n/a (5)0.131'x IW into gable brace n1a (7)0.131'x 2Yx°into double plate MONOLITHIC FOUNDATION-EXTERIOR H2.5A n/a:use RT7 8 SYP) (5)0.131'x 2Y,"in each end-(10)total n/a - ••-• H2.5T n/a:use R77 645(SYP or SPF) (5)0.131•x 154"in each end-It 0)total n/a y Y"x 12"TITEN HD SCREW ANCHOR H3 RT3A 455(SYP) (4)0.131'x 2W in each end-(8)total We 8 HB LFTAB 9 SYPi SPF 8 0 131 x 2Y"'in each end 76 trial nfa or%"THREADED ROD SET 7"INTO ADHESIVE ALTERNATE ANCHOR: 50l azIX ) (5)o 14s x 1 W m each end (1 0)total n1a %E COPY EXTERIOR BEAM Y'x 6"TITEN HD H008-- _--_-- - n/a:use UPHD8- - 7630(SYP)5495(SPF) (20)Y x 3 SDS - - 718'w/15'embed(SEY•XP epoxy only) ---- Q OF FIC FOUNDATION-EXTERIOR (MECHANICALLY GALVANIZED) HDuS PHD5 5845(SYP)4085(SPF) (14)Y."x 2Y'SOS 518 w/T embed(mono)and 17 embed(stem) /e THREADED ROD SET 12"INTO ADHESIVE (AS NOTED) Houa PHD6 6970(SYP)5020(SPF) (20)Y."x 3"SDS Ira w/15"embed(SET XP epoxy only) H6 CLIP FROM WITH 2"xY'WASHER HETA�6 HTA'I6 1810(SYP) (i0)0.14a°x 1'1W ___... 4 emeea R HTS20,HTS24 or HTS30 HTW20,H7W24 or HTW30 1450(SYP)1245(SPF) (t D)0.148"x 3"in each end-(20)total n1a _ INTERIOR APPLICATIONS- POST TO BEAM HTSM16 or HTSM20 HTWM16 or HTWM20 1175(SYP) (8)0.148*x 3 into wood n/a CLIENT: (4)A x 21/ Trten into CMu IF EDGE DISTANCE EXCEEDS 5 USE LAP BEAM PLIES AND (4)r°x 1'/.•Totem into concrete ELITE CUSTOM HOMES& YY x 12"TITEN HD SCREW ANCHOR NAIL AS SHOWN-(5) HTT4 HTT4 4235(SYP) 3640(SPF) (18)0.162"x 2'/V era°wl 7"embed(mono)and 12"embed(stem) RENOVATIONS HTT5 HTT5 6090(SYP) 4375(SPF) (26)0.162 x 2'/a" 618'w1 7°embed(mono)and 12"embed(stem) or%"x 8"TITEN HD SCREW ANCHOR \ 0.131"x 34"NAILS PER PLY LTP4 MP4F n1a (12)0.131'x 154' n/a m PROJECT: a.; s " _ - LSTA18 LSTAta 1235(SYP)111D(SPF) m0.148'xWin each end-It4)total n/a $ TWO UNIT TOWNHOUSE or/e THREADED ROD SET 6"INTO ADHESIVE \-PT POST(AS NOTED) LTS12 LTW12 77 SYP SPF 6)0.148'x 3"In each end (12)total We MSTA24 ____ MSTA24 1640(SYP)1455(SPF) (9)0 148'x 3"in each end (18)total_ n/a (8 DONNER ROAD) C DETAIL-TYPICAL HTT5 INSTALLATION BNUM UNTMSTAM24 MSTAM24 1500(SYP or SPF) (9)0 148 x 3"into wood n/a CLIP FROM POST � � Jo BER: CO Y(5)Y x2/ Then Into CMU USP PHD5 SIMILAR \\--H6 TO BEAM (5)Y x i/ Titen into concrete T17-09,111 DUVAL ( ) PT POST(AS NOTED) MSTA30 MSTA3-0 2650(SYP)1820(SPF)-------(1-1 148°x 3'in each end-(-2 2-)total nfa -�- -- _- __-.- S SCALE: \ MSTA36 MSTA36 2050(SYP or SPF) 13)0 1,W x 3'in each end-(26)total n1a " Y8"= 1'-0"(11.0.N.) 'EXTERIOR BEAM --ABU POST BASE MSTAM36 MSTAM36 1870(SYP or SPF) (13)0.148'x 3'into wood n/a E MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) (AS NOTED) (8)Y,'x 2r"riten into CMU DO NOT SCALE THIS DRAWING / s (8)'/.°x t"/"Titan into concrete RELEASE DATE: Ya THREADED ROD SET 15"INTO ADHESIVE /e THREADED ROD MTS12 or MTS20 MTw1z or MTw2o 10D0 sYP)aeo(SPF) p)o.1aa'x 3'in each end-(t4)total n!a _ PL N VIEW AT TOP OF POST . 'o" l_ 05-26-17 WITH NUT SET IN MTSM16 or MTSM20 HTWM16 or HTWM20 860(SYP) (7)0.148m x 3"into wood n1a STEMWALL FOUNDATION-EXTERIOR ,o ADHESIVE (4)u°x 2x°Titen into CMU REVISIONS: (4)Y.'x 1"/."Titen into concrete t %"THREADED ROD SET 15"INTO ADHESIVE -_ (7"EMBEDMENT) PA51 TA51 2940(SYP or SPF) (14)0.167 x 714"or 14)0.162'x 3W 4'embed ° I I a SPH4 or SPH6 SPTH4 or SPTHB 880(SYP)585(SPF) (12)0.148'x tY:" n/a ° ° SSP RSPT6 360(SYP or SPF) (4)0.148'x I W into studs n/a INTERIOR APPLICATIONS °� ;I G / (3)0.146'x IW into double plate DRAWN BY: CMF IF EDGE DISTANCE EXCEEDS 5"USE a 4 STHD14 STAD14 4210(SYP or SPF) (30)0.148"x 3 Y. 14'embed _ THREADED ROD SET 8"INTO ADHESIVE a ori j Notes: _ = CHECKED BY: FSS u i 1.All connectors arc manufactured by Simpson Strong-Tie or USP Structural Connectors(U.O.N.) TITLE. - - z.sYP=Southern Pine;sPF=spruce Pine-Fir METAL CONNECTOR SIDE VIEW AT BASE OF POST 3.Morro=monolithic concrete:stem=masonry stemwall or bond beam DETAILS D DETAIL-TYPICAL HDU8 INSTALLATION F DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST 4"^�°� '°`" ' a°' �^"'^��°lam er��dembedmer� p`"5 w � SHEET: SD-7 (USP PHD6 SIMILAR) SD-7 SD-7 DESIGN SPECIFICATIONS: GENERAL NOTES: 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over UL SBERG Project has been designed in accordance with the 5th Edition(2014)Florida Building 1. The scope of these plans is limited to the structural requirements of this project. minimum 6 mil.polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with Code,Residential,and the Florida Building Code,Existing Building(as applicable). Architectural,civil(site),electrical, mechanical(plumbing and HVAC),waterproofing, 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 z"to 2" - 11481 OLD ST.AUGUSTINE RD.,SUITE#202 DESIGN CRITERIA: complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5p ounds p er JACKSONVILLE,FL.32258 2. It is the intent of the Engineer of Record(Engineer)that this work be performed in cubic yard in accordance with manufacturer's recommendations. - P:904.886.2401 F:904.260.4367 Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type r Engineering.com Basic Wind Speed: 130 mph of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and �` FL I R:25846 Building Risk Category: II other deleterious material.Structural fill shall be compacted to a density of at least Wind Exposure: B(Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Termite protection .••• �'r�L� "•��/��,'o Building Classification: Residential contractor's sole responsibility to determine the procedure,sequence,and temporary 4-4, BuildingType: 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 yp yp 9 y 9 p g is used,the treatment shall be done after all excavation,backfilling,and compaction _ Q7� Wind-Borne Debris: NOT located in the wind-borne debris region construction. is completed. _ N0 ; 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 _ I G p I p y t p 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be owner and/or contractor. Examples of such items include, but shall not be limited to, commencing work. 9 y p o p =, .• �^�rA"(� �` a' t� " compacted to a density of at least 95%of the Modified Proctor Maximum Dryens Density = • i`' 4� determination of grade elevations,drainage features,and special requirements �� = '. Q•+' (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the Footing' associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply,locate,and build into the work all inserts:.anchors,angles, 'r•isCni��•• ,. plates,openings,sleeves,hangers,slab depressions,or other components as may be 11. The following minimum concrete cover shall be provided for reinforcement: `''oF '► ( ►-? DESIGN DEAD LOADS: required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earthufuwnn� 6-17 Floors: 6. All details and sections shown on the structural drawings are intent'::d to be typical 2"� Concrete exposed to earth or weather FLOYD S.SIMPSON,PE The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the r•ork except 1 = Concrete not exposed to earth or weather W PL PE No.50791 ( ](MENTS: wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. The floor where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be minimum lengths: W notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor #4 bars: 21"minimum Z shall contact the Engineer for clarification in cases of conflict between the structural #5 bars: 26"minimum Roofs: drawings and any drawings prepared by others prior to commencing%pork. #6 bars: 32"minimum g = .! 2 Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) E JQ O Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a soils exp,oration report. a Q. V Z Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil b=arino capacity of 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. ! C 0 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the � 0 m E 2 DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil co;ipact cn 14. The contractor shall provide spacers,chairs,bolsters,etc.,necessary to support V O reinforcing steel.Support items which bear on exposed concrete surfaces shall have $ V G V G specified in the soils report shall be followed unless more stringent r,:qui:efrlants are ends which are plastic tipped or stainless steel. s W Q p Floors: specified in these plans. Exterior Balconies: 40 psf sG Z Q Z Exterior Decks: 40 psf CONCRETE: MASONRY: OFFICE COPY o V J u o Stairs: 40 psf(or 300 Ib point load) }•' N ~ General: d Q a F' Z Garages: 50 psf(or 2000 Ib point load) 1. All concrete work shall be in accordance with"Building Code Rerjoiremc.-r,ts for O W All Other Areas: 40 psf Structural Concrete,"ACI 318-11,and"Specification for Structural Conc ete,"ACI 301 1. All masonry work shall be in accordance with"Building Code Requirements for 12 0 W W Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI Attics 2. All concrete shall have the following minimum compressive strength ai: F>days: 530.1-11 - LV W D Without Storage: 10 psf Slabs on grade,footings,and mist.concrete: fc=2500psi W Q W With Limited Storage: 20 psf Structural slabs,walls, beams and columns: fe=3000psi W V N W 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of t cc W With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=3000psi 2000 psi per ASTM C1019.Grout shall be mixed to provide a slump between8"to 11". �j W Roofs: 3. Cement shall conform to"Specification for Portland Cement"(ASTivt C'_r.f") Q cc 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used Less than 4.12 slope: 20 psf in brick veneer. 4:12 slope of q,eater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTi'vi C33) - CLIENT: 4. The contractor shall be responsible for the design and installation of all flashing. ELITE CUSTOM HOMES& DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil,acids.aL'calis.salts,organic RENOVATIONS material or other substances that are deleterious to concrete or steel reinforcement. § Concrete Masonry(CMU): - " Walls: m PROJECT: Viind loads vvch plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise notes'on the s TWO UNIT TOWNHOUSE 1. Concrete masonry units(CMU)shall be ASTM C90-11 B,Hollow Load-Bearing _ v+�ira loans With cthcr brittle finishes: L/240 structural drawings.All reinforcing details shall conform to"De`.a;is and L",etailing of 8 DONNER ROAD Concrete Masonry Units,normal weight,with a minimum compressive strength of ( ) 'wind loads with fl xih!e finishes: L/120 or L/180* Concrete Reinforcement,"ACI 315,unless detailed otherwise on the st•uctural 1900 psi fm=1500 drawin ( psi). t JOB NUMBER:1 .0931 COUNTY: * L/1 80 for extortor wails with interior gypsum board finish. 9s. Floors: DUVAL 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following s SCALE: 1 Live Load: L/480* 7. Tolerances for foundation and slab alignment as well as placement of u:nforcement /8 =1-0"(U.O.N.) minimum lengths: Total Load: L/240* shall be in accordance with"Standard Tolerances for Concrete Cons'wv tion and #4 bars: 20"minimum 8 DO NOT SCALE THIS DRAWING *Increased floor stiffness may be required by floor covering manufacturer Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill plate. #5 bars: 25"minimum RELEASE DATE: #6 bars: 30"minimum 05-26-17 Roofs: a REVISIONS: Live Load: L/240 3. Grout all cells containing vertical reinforcement in 5'-0"maximum lifts. Tota!Load: L/180 - 4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall DRAWN BY: CMF height exceeds 5'-0". CHECKED BY: FSS 5. Beam reinforcement shall be continuous across control joints. TITLE: GENERAL NOTES - SHEET 1 of 2 SHEET: S-1 ULSBERG MONOLITHICENGINEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 24"x 24"x 12"PAD FOOTING - P:904.886.2401 F:904.260.4367 w/(2)#5 EACH WAY m rgEngineerA.com I(TYPICAL) ,p�� I R:25846 SEE DETAIL"E"ON SD-1 76-6" •,. g'2" m o o 23'6" SPECIAL EMBEDDED STRAPS �NSEi' '•,�( U) 43'-10" -� REQUIRED AT"NARROW WALLS" :•�G SEE DETAIL"A"ON SHEET SD-8 Lu n O• - i _ ..................................................................................................................................................................................................................................... - m .................................................... _ �— ................ G — CC_,.... .... W...... .. — - - - - - - - - - - P�G � �u � o • U) T _ Lu 3360O % > ( Q % w ,ry 00 0. SD 2 o a z SD 1 �!tiq�nur tilt 11 -17 N H I w LL" a FLOYD S.SIMPSON,PE x o SD 2 �� a N SIMILA FL PE No.50791 N SIJ 14'-0" 17'2" I';'':i I 20 6" Z = O COMMENTS: K� z a o MBEDDED STRAP AT s - - - GARAGE DOOR OPENINGSD-2 'r �I SEE DETAIL"F"ON SD-1 _ _ 3 -.J >» 1 - - - - - - - J .._.._..-..-.. _.._..-.. -::..-.-..-::...- ::......-::.........::..-.:...-:..-..:::.:::..........................-:.-:.-:. .................. z0 E O is i.............................. k ii ri is:::::::::::::::: ::S ii:::::::::j::i]::::::i::ii::i ii i::::i:: ::!i i:: ;::::::::::: is !i...............: ..........................s :sf :: OD ................................................................................................ .. ....._. ......... .................................................................................................. ..........................................................::::::.:::ur..:::::�r:r::::..:::::::.::.::::::.:.:::::::::::::::.r:uru�::::.�::.�::.�:.�............................................................................ , o ........................................................................................................I....... ..... ............................................................................ _ ............................_.........................................._..........................................................:.. :::::m::. .............................................................................................................................................................................................. .................................................................................................... ........:..:v:::v::::::::::.:..................::.::::.::.:::::•.-::::::::::::::::::::.:::::::::::::::::::::::::::::.:.:::::::::::::::::::.-::::.::::::::::::.::::::::::::::::.-:.:::::::::>�:::::::.�:::.::.�.::�:_:::::5�:"::::::::: M g —...—...—..— — — _ —:::—:.--::: _.. . ::_...—...—...—...—...—...—...—...—...—...—...—...—... 7 SD 1 EMBEDDED TRAP AT I 1 GARAGE DOOR PENING o SEE DETAIL" ON SD-1 o p pI SD-1 CJ=SUGGESTED CONTROL JOINTS a 14'-0" _ 17'-2" 18.6" LOCATIONS(SEE DETAIL"T"ON SD-2) wu- Xz C I Q w ?SIMILA q x o H fir— �'� —Z p N =DENOTES TWO STORY = I `� I - 0 ....... I CONDITION - » FOOTING CO 0 SD2 z � 0 E OI K� I cn t 3? I Q z p .3 Lu � 0 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF � � SD-2 v SD-2 OR FIBERMESH OVER 6 MIL VAPOR BARRIER I I o CONTRACTOR SHALL VERIFY ALL DIMENSIONS Q — — — 60 COVERING CLEAN AND COMPACTED FILL — — — — — — — USING FINAL APPROVED FLOOR PLAN PRIOR ;i y 0 0 � � - 0 0 TO CONSTRUCTION s ...:... :...::;::.:. 17 N PY OFFICE E CO SPECIAL EMBEDDED STRAPS 43'10" 21'-6" '-0" REQUIRED AT"NARROW WALLS" m d o d SEE DETAIL"A"ON SHEET SD-8 _ 76'_6" co m CLIENT: L4"x 24"x 12"PAD FOOTING ELITE CUSTOM HOMES 8< w/(2)#5 EACH WAY RENOVATIONS (TYPICAL) m PROJECT: SEE DETAIL"E"ON SD-1 $ TWO UNIT TOWNHOUSE FOUNDATION PLAN 11 ' - (8 DONNER ROAD) 2x_STUDS @ 16"O.C.(U.O.N.) JOB NUMBER: COUNTY: 2x_TREATED SILL PLATE 's 17-0931 DUVAL (SEE TYPICAL WALL SECTION SCALE: FOR ANCHORAGE) o Y8"❑1'O"(U.O.N.) URB HEIGHT VARIES DO NOT SCALE THIS DRAWING RELEASE DATE: CONCRETE SLAB WITH 6x6 d 05-26-17 W1.41.4 WWF OR FIBERMESH REVISIONS: CM ---a—�- -- ui a ��A�iA° • • " V ��` DRAWN BY: VAPOR BARRIER OVER CMF TREATED AND COMPACTED CHECKED BY: FILL FSS 1'-8" _ 20"WIDE FTG-(3)#5 CONT. = TITLE: _ FOUNDATION PLAN A SECTION-BEARING CURB IN GARAGE SHEET: S-3 r FULL HEIGHT WALL SHEATHING NOTES: l . H ULSBERG ENGINEERING, INC. 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 - 11481 OLD ST.AUGUSTINE RD.,SUITE#202 SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHT UP TO 9'-1 Ye"-U.O.N. JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 ��►tM!Nu§to�f"f� 'ng.com 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1 Ya" U.O.N. I o ! , Sl 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. € 0 NOTIFY ENGINEER OF ANY VARIATIONS X91 - cc E OTE' s �+ C a - EACH REAR POST SHALL BE TREATED � 4x4 POST ON ABU44-Z POST BASE $ * :° P STRAP POST TO EACH BEAM ABOVE ' WITH(1)H6-Z CLIP OR(1)MSTA24-Z SD 5 j TYPICAL ALL POSTS-(U.O.N.) TYPICAL ALL ONSTRUCT USING APA SEE DETAIL"F"ON SHEET SD-7 EXTERIOR WINDOW AND NARROW WALL METHOD DOOR OPENINGS WITH HEADER CONTINUOUS o 05-2617 - E I ACROSS RETURN WALLS FLOYD S.SIMPSON,PE (SEE DETAIL"A"ON SD-8) coM NTS: FL PE No.50791 SD 7 SOLID BUILT-UP CORNER I SHEARWALL LEGEND: _ xJ h� i ¢ z o III = NON-BEARING WALL �U O Y NSU` ch W 0 is T I w I XTEND SHEARWALL O ow w - IIIc¢ 0 O = BEARING WALL a N I SHEATHING ACROSS 00 0 III=�„ N ¢ : N N FLOOR TRUSS w ¢ g X o SW-6 E c.i w c� CD of n CN r (PENETRATIONS ¢ w ? cn z O = SHEARWALLS FASTENED WITH IM� MECHANICAL/ELECTRICAL) (2)JACK STUDS---.a IIID z 8d COM(0.131"x 2Y")NAILS @ I ALLOWED FOR w 1 6"O.C.ON EDGES AND 12"O.C. rl� U) ON INTERMEDIATE SUPPORTS MI RY % DRY (2)KING STUDS —SW-3— .9 O = SHEARWALLS FASTENED WITH R RYDRY (2)JACK STUDSF 8d COM(0.131"x 2Y")NAILS @ O KING STUDS 3 I�\ 2 K 3"O C ON EDGES AND 12"O C +a III w ON INTERMEDIATE SUPPORTS cn III E I J z _ SD-7 I N � M iW o SBS = SHEATH BOTH SIDES OF WALL IIIaf 0 o Y ;I o F/5 - III¢ Uo AT INDICATED SHEARWALL _ IIID a ¢ N I XTEND SHEARWALL o o o jl= ~ OFFICE COPY N _ SHEATHING ACROSS o w ''N DRY OFFICE COP i IIIA Q II � I FLOOR TRUSS a Z LIIN Z ® = SHEARWALLS SHALL BE �m �?f (PENETRATIONS a m w 1 ALLOWED FOR (D w '' o CONSTRUCTED WITH" MECHANICAL/ELECTRICAL) a 'ii DRYWALL AND NAILED WITH CLIENT: SOLID BUILT-UPS I 6d COOLER NAILS @ 7"O.C. 9 ELITE CUSTOM HOMES& E CORNER `� ON ALL SUPPORTS RENOVATIONS SD-7 I 0- 0 � - a, NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND PROJECT: NOTE: :D ¢ SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER TWO UNIT TOWNHOUSE z z 0 DETAILS"A"&"B"ON SHEET SD-3-U.O.N. - (8 DONNER ROAD) Of EACH REAR POST SHALL BE TREATED cn 4x4 POST ON ABU44-Z POST BASE a o J WOOD FRAMED HEADER LEGEND: = JOB NUMBER: COUNTY: STRAP POST TO EACH BEAM ABOVE of a $ 17.0931 DUVAL Of 3: w ~ 3 SCALE: WITH(1)H61 CLIP OR(1)MSTA24-Z U a o OF HEADIER - Y"=1'-0"(U.O.N.) TYPICAL ALL POSTS-(U.O.N.) z w � w E 0 ¢ = 0 w DO NOT SCALE THIS DRAWING SEE DETAIL"F"ON SHEET SD-7 z � ¢ "' 2 2x_HEADER v RELEASE DATE: WALL LAYOUT-FIRST FLOOR _J _K 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: 1. INSTALL(1)MSTA30 STRAP AT EACH END I ALL WOOD FRAMED LOAD BEARING HEADERS CHECKED BY: FSS SHALL BE MINIMUM 2 2x6 No.2 OR BETTER 2 TITLE: OF GARAGE DOOR HEADER.NAIL STRAP j ( ) 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 SHEET: _. WITH MINIMUM(1)JACK AND(1)KING STUD.(U.O.N.) ti S-4 R r FULL HEIGHT WALL SHEATHING NOTES: ULSBERG JL _IENGINEERING, INC. 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 11481 OLD ST.AUGUSTINE RD.,SUITE#202 SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHT UP TO 9'-1 Ye"-U.O.N. JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 ' m www.HulsbergEngineering.com 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 FLORIDA .A.NUMBER:25846 om SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1 Y"-U.O.N. w," SIM p � 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. n No 5 .•••'�S• .,,�,�''<.,�� NOTIFY ENGINEER OF ANY VARIATIONS ��.•G� E N • ' OC / TYPICAL ALLps EXTERIOR WINDOW AND / DOOR OPENINGS .,� A•••e44 t, <` 'f . J., e I, � .Fi•66 �il . PE o.50791 SHEARWALL LEGEND: wo ........... - NON-BEARING WALL O = BEARING WALL —8W-6— - E O SHEARWALLS FASTENED WITH T RM DI ON IA E SUPPORTS a DRY DRY —SW-3— O = SHEARWALLS FASTENED WITH DRY :... .................. : DRY. 8d COM(0.131"x 2Y")NAILS @ 3"O.C.ON EDGES AND 12"O.C. I ON INTERMEDIATE SUPPORTS SBS SHEATH BOTH SIDES OF WALL a AT INDICATED SHEARWALL 4 DRY OFFICE COPY ® = SHEARWALLS SHALL BE CONSTRUCTED WITH" 0 DRYWALL AND NAILED WITH CLIENT'. 6d COOLER NAILS7"O.C. 9 ELITE CUSTOM HOMES& ON ALL SUPPORTS RENOVATIONS NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND m PROJECT. SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER s TWO UNIT TOWNHOUSE DETAILS"A"&"B"ON SHEET SD-3-U.O.N. (8 DONNER ROAD) WOOD FRAMED HEADER LEGEND: JOB NUMBER: COUNTY: 17.0931 DUVAL SIZE R SCALE: _ OF HEADER - Y8' -V-0"(U.O.N.) DO NOT SCALE THIS DRAWING 2 2x_HEADER RELEASE DATE: WALL LAYOUT-SECOND FLOOR J K 05-26-17 REVISIONS: QUANTITY QUANTITY OF JACKS OF KING STUDS DRAWN BY: CMF NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS H CHECKED BY: FSS SHALL BE MINIMUM(2)2x6 No.2 OR BETTER TITLE: SYP.ALL EXTERIOR HEADERS SHALL BE = WALL LAYOUT INSTALLED WITH MINIMUM(2)JACKS AND - SECOND FLOOR (1)KING STUD AT EACH HEADER.ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED % SHEET: WITH MINIMUM(1)JACK AND(1)KING STUD.(U.O.N.) S-5 ULSBERG ENGINEERING, INC. g 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 www.HulsbergEngineering.com eef�l� CkF,.25846 y Oeeee �l'�� ~�e•�/ �'��io E e,E SES ' V 0191 +e J. NQ.� r - •PRS! �, 1 `+s' g o SL ' ��I i�Np4ee`'eee I i s FLOYU� SIMPSON,PE I I II � FL PE No.50791 C"4 ao`.� I .� d COMMENTS: �G --- - - C I - I Ili - I I I i I i ISI I 3 j' I E_ I I I. . .. I �14I. E I I, 1 I i I - i . I I cl c NOTE: g H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL I a � II TRUSS CONNECTOR SCHEDULE . I i,j III TRUSS ID LEFT INTERMEDIATE RIGHT OFFICE E COPY i I I illl I 2— II - ALL TRUSSES H2.5T OR H2.5T OR H2.5T OR m CLIENT: i. . SDWC 15600 SDWC 15600 SDWC 15600 ELITE CUSTOM HOMES& r, -- NOTE: o �I - RENOVATIONS d ¢ t -- - --- - — N 1)ALL TRUSS CONNECTORS ARE BASED ON PROJECT: UPLIFTS COMPUTED BY ENGINEER OF RECORD TWO UNIT TOWNHOUSE UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS - HALDISREGARDED - (8 DONNER ROAD) I SHALL B NUMBER: COU NTY: JO U 17- D VAL 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM s 0931 U ' SCALE: SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER -0"(U.O.N.) DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE DO NOT SCALE THIS DRAWING CONTRACTOR RELEASE DATE: UPPER ROOF LAYOUT REVISIONS: 05-26-17 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: 5)REFER TO MANUFACTURER'S INSTALLATION DETAILS UPPER ROOF LAYOUT WHEN USING SDWC SCREWS SHEET: © 7 NOTE: UL S B ERG ALTERNATIVE TO SSP/DSP AT DOUBLE PLATE HENGINEERING, INC. (1)SIMPSON SDWC 15600 SCREW OR - 11481 OLD ST,AUGUSTINE RD.,SUITE#202 ALTERNATIVE TO SPH_AT DOUBLE PLATE JACKSONVILLE,FL.32258 (2)SIMPSON SDWC 15600 SCREWS STUD DOUBLE P:904.886.2401 F:904.260.4367 TO DOUBLE PLATE PER SIMPSON DETAIL PLATE _ www,HulsbergEngineedng.com OPTIMAL 22Y2°ANGLE FLOR .IYA,6,finj)pffR:25846 \\ 10° 0° 30 \\ i opo, ••• DOUBLE PLATE ��OTE: ` 1„MAX m 'tJQ� o EACH REAR POST SHALL BE TREATED 3 (+/_1/4") � ,� $ CC 4x4 POST ON ABU44-Z POST BASE SDWC 15600 1 & w STRAP POST TO EACH BEAM ABOVE SCREW 1 MAX IWITH(1)H6-Z CLIP OR(1)MSTA24-Z STUD SDWC 15600 3 '•• �+ By t TYPICAL ALL POSTS-(U.O.N.) STUD SCREW a l�'� !O,�y'••,►+ 0�uap"• SEE DETAIL"F"ON SHEET SD-7 DTT2-Z ��i STD `s$ SECTION-SDWC 15600 ELEVATION-SDWC 15600 HOLDOWN FL PE No.50791 SD-7 _CONSTRUCT USING APA coM ENTS: TT2-? TT5 HTT5 NARROW WALL METHOD g — — — — DTT2-Z - HOLDOWN HOLDOWN WITH HEADER CONTINUOUS - TT5 HOEDOWN d HOEDOWN o ACROSS RETURN WALLS III HOLDOWN (SEE DETAIL"A"ON SD-8) III I � E III o::: TT5 m' HOLDOWNE III E � III III 3D_7 75 x a HOLDOWN . ...... ...... : .....: ::z::: TT5 s — — TWO STORY RODS @ 4'O.C.MAX a HOEDOWN - — — RODS @ 4'O.C.MAX $ s a TWO STORY RODS @ 4'O.C..MAX RODS @ 4'O.C.MAX — — — — v.. TT5 ii E 7 0 l HOEDOWN SD 7 HOLDOWN "' J I'll TT5 HOEDOWN m m - OFFICE COPY of 0 TT5al U HOLDOWN Q m CLIENT: TT2 DTT2 Z TT5 ELITE CUSTOM HOMES& E - HOLDOWN HOLDOWN CONSTRUCT USING APA RENOVATIONS I HOLDO N NARROW WALL METHOD _ SD 7 HTT5 WITH HEADER CONTINUOUS m PROJECT: NOTE: DTT2-Z HOLDOWN ACROSS RETURN WALLS g TWO UNIT TOWNHOUSE EACH REAR POST SHALL BE TREATED HOLDOWN (SEE DETAIL"A"ON SD-8) (8 DONNER ROAD) 44 POST ON ABU44-Z POST BASE J013 NUMBER: COUNTY: STRAP POST TO EACH BEAM ABOVE s 17-0931 DUVAL WITH(1)H6-Z CLIP OR 1 A SCALE: 1'-O"(U.O.N.) O MSTA24-Z TYPICAL ALL POSTS (U.O.N.) TIE-DOWN LAYOUT-FIRST FLOOR E DO NOT SCALE THIS DRAWING SEE DETAIL"F"ON SHEET SD-7 RELEASE DATE: 05-26-17 THREADED ROD LEGEND: a REVISIONS: • _ %"THREADED ROD FROM - FOUNDATION TO DOUBLE PLATE. DRAWN BY: GARAGE DOOR NOTES (4"MINIMUM EMBEDMENT REQUIRED) CMF CHECKED BY: 1. INSTALL U MSTA30 STRAP AT EACH END O = %"THREADED ROD FROM FSS ! OF GARAGE DOOR HEADER.NAIL STRAP FOUNDATION TO UPPER TITLE: 'I INTO HEADER AND JACKS BELOW FLOOR DOUBLE PLATE. _ TIE-DOWN LAYOUT (4"MINIMUM EMBEDMENT REQUIRED) FIRST FLOOR Z. EMBEDDED STRAP AT EACH END OF GARAGE SHEET: DOOR OPENING SEE DETAIL"F'ON SD-1 ❑ = HOLDOWN(AS NOTED) sS- 8 _n j8 INSTALLED AT SILL PLATE ti J 0 ULSBERG ENGINEERING, INC. 11481 OLD ST,AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 _ www.HulsbergEngineedng.com FL BER:25846 /y{+� I•J JJ y iw•••{,y•�•�• �o�/jJJ�JJjI v• tApof .Z�QTo�1 ;• �=' SSP T( P&BOTTOM @ 32"O.C.wlY4"x 4%"SDS SCREW .� p! THROUGH SOLE PLATE INTO EACH },,,, +° INTEf SECTING FLOOR TRUSS BELOW(24"O.C.MAX) W �•,A�•k•"s�`:f.Jr+�•°'� QHCa8) ON,PE FL PE No,50791 COMMENTS: FEi U I E ....... :: ............ ... ... .. '. Q o .......... ... ... ............ U .::::::::::. xm a o -- WO STORY RODS @4'O.C.MAX: co _ 3 CK C S N Z WO STORY RODS @ 4'O.C.MAX . : : �� 3 O a y m JO a3= co a 0 OSI F-O OFFICE COPY Cn F- - m CLIENT: ELITE CUSTOM HOMES& RENOVATIONS -- m PROJECT: TWO UNIT TOWNHOUSE (8 DONNER ROAD) SSP TOP&BOTTOM @ 32"O.C.w/Y"x 4%"SDS SCREW THROUGH SOLE PLATE INTO EACH JOB NUMBER: COUNTY: INTERSECTING FLOOR TRUSS BELOW(24"O.C.MAX) SCALE17-0931 DUVAL � : E DO NOT SCALE THIS DRAWING RELEASE DATE: 05-26-17 TIE-DOWN LAYOUT-SECOND FLOOR a REVISIONS: THREADED ROD LEGEND: • _ %"THREADED ROD FROM - FOUNDATION TO DOUBLE PLATE. DRAWN BY: (4"MINIMUM EMBEDMENT REQUIRED) CMF O _ a CHECKED BY: • %"THREADED ROD FROM FSS FOUNDATION TO UPPER TITLE: FLOOR DOUBLE PLATE. TIE-DOWN LAYOUT (4"MINIMUM EMBEDMENT REQUIRED) - SECOND FLOOR g SHEET: ❑ = HOLDOWN(AS NOTED) ('1�� INSTALLED AT SILL PLATE J r F SHOWER AREA j SHOWER AREA UL S B ERG (2)MSTAM36 Z STRAPS MONOLITHIC FOOTING ENGINEERING INC. I I NAIL EACH STRAP TO CRIPPLE STUD F_ --I H WITH(13)10d COM NAILS — 11481 OLD ST.AUGUSTINE RD.,SUITE#202 8"CMU STEMWALL 3"MAXIMUM OVERHANGo d JACKSONVILLE,FL.32258 FORM EDGE (OPTIONAL) FASTEN STRAP TO FOUNDATION P:904.886.2401 F:904.260.4367 ww%.j n ineedng.com PLAN VIEW CONCRETE SLAB w; WALL WITH(8)Y4'x 2Y"CONCRETE PLAN VIEW SCREWS INTO MASONRY OR o-+` RI ,5846 1 (8 Ya"x 1%"CONCRETE o 'all •fie "�•"+:.� A"_''',�, �� SCREWS INTO CONCRETE. E '^�, .••�,1G��.� '',6"/� ''•� CONCRETE SCREWS SHALL BE $* '$* POWERS"TAPPER"WITH PERMA-SEAL GRADE �� X(1)#5 CONT. FINISH OR EQUAL. VA j!5 (1)#4 CONT. 8"CMU STEMWALL WITH(1)#4 @ �[ - 6"MIN. //// / so E SILL HEIGHT OF CURB VARIES SILL 1)#4 CONT. ///��/��/1��48"O.C.AND IN EACH CORNER. — F ° / / / STRAP SHALL BE COVERED WITH PLATE FILL CELL SOLID AT EACH#4 �� SIDING OR STUCCO 'k .� �R�E O PLATE CONCRETE SLAB -HEIGHT OF CURB VARIES(8"MAX.) /i /i�/i // •. Q : enc • 6"MIN. ��_! r r ` REBAR.HOOK REBAR 16"INTO \ NOTE: '�,,'0 �•.�'F( I � ,•'C�� GRAD CONCRETE SLAB ��/ FOOT NGPORCH LAB AND 6"INTO �� /��j� THIS DETAIL MAY BE SUBSTITUTED FOR m �''�.,,�0�� 4•ft�� . //�A��A/�� - 6' EITHER THE PA51 STRAP(STEMWALL) GRAD ��/ OR "'+rmx,mtl�r ��i� _ / �. -°a 1'8" (2)#5 CONT. /Z' THE STHD14 STRAP(MONOLITHIC). FLOYD S.SIMPSON,PE 8"CMU STEMWALL WITH(1)#4 @ 48"O.C. /��/�// //�� FL PE No.50791 AND IN EACH CORNER. ��X/��// ° .° >�;��; a COMMENTS: / / SECTION-PORCH STEMWALL DETAIL- EMBEDDED STRAP ALTERNATE FILL CELL SOLID AT EACH#4 REBAR. / /��i/ �L� R HOOK REBAR 12"INTO SLAB AND 6"INTO �� j/ /�� SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2 6„ FOOTING. ` ENGINEER FOR ADDITIONAL REQUIREMENTS. 1'-0" ONE STORY (2)#5 CONT. 1_g ONE STORY-(2)#5 CONT. 1'-4" TWO STORY-(2)#5 CONT. NOTE: V-8" TWO STORY-(3)#5 CONT. o SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) - AS SOON AS THE CONCRETE HAS HARDENED ENOUGH G SECTION-STEMWALL AT EXTERIOR WALL SHOWER SECTION-MONOLITHIC AT EXTERIOR WALL SHOWER NOT TO BE DAMAGED DURING THE CUTTING PROCESS. r (TYPICALLY 1-4 HOURS IN WARM WEATHER) SO2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT -CONCRETE SLAB ENGINEER FOR ADDITIONAL REQUIREMENTS. s Lo 00 g FILL CUT WITH 1"DEEP xY"WIDE SAW _ ELASTOMERIC CUT AT DENOTED i / GRADES �� FILLER LOCATIONS. " �/� (1)#5 CONT. CONCRETE SLAB SILL CONCRETE SLAB 8"CMU STEMWALL WITH(1)#4 @ PLATE T ��`\/48"O.C.AND IN EACH CORNER. q _ FILL CELL SOLID AT EACH#4 a ��/\/,p �a /�/ _ � ° �� / r. jj / REBAR.HOOK REBAR 16"INTO _ PORCH SLAB AND 6"INTO FOOTING. OFFICE COPY CONCRETE SLAB 1'4" ONE STORY-(2)#5 CONT. V-0"�(1)#5 CONT. 1'_8" (2)#5 CONT. 1 8 - TWO STORY-(3)#5 CONT. - CLIENT: SECTION-PORCH STEMWALL WITH BRICK 8�SECTION-TYPICAL SAW-CUT CONTROL JOINT ELITE CUSTOM HOMES& H SECTION-INTERIOR BEARING K SECTION-THICKENED EDGE SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2 m RENOVATIONS SD-2 SD-2 ENGINEER FOR ADDITIONAL REQUIREMENTS. PROJECT: TWO UNIT TOWNHOUSE (8 DONNER ROAD) JOB NUMBER: COUNTY: 17-0931 DUVAL TREATED POST $ SCALE: CURB HEIGHT VARIES BEARING POST(AS NOTED) 8"=1'-O"(U.O.N.) CONCRETE SLAB CONCRETE SLAB ABU_POST BASE WITH o DO NOT SCALE THIS DRAWING SILL PAVERS BY OTHERS „ CONCRETE SLAB e"GALV.ANCHOR EMBEDDED RELEASE DATE: PLATE SET-XP ADHESIVE 05-26-17 CURB HEIGHT VARIES 12"( ) REVISIONS: u! avA ° v\ V �FLu Q O �ii��jA�Ao� a��j��%��A • ;�/� • , ��//� z �!/�a � s�� `/ ii��//�j - 8"TALL,12"SQUARE GROUTED � �A�A�A�A�A,°�/� v,A�jAi ,A�\iAiAi; o �� : � � % / _ CMU OR CAST-IN-PLACE CONCRETE DRAWN BY: /''/%/ PEDESTAL ON 24"X 24"X 12"PAD CMF AS NOTED REINFORCEMENT AS NOTED FOOTING WITH(2)#5 EACH WAY d CHECKED BY: ( ) 8" (1)#4 CONT. 2'0' FSS V-4" ONE STORY-(2)45 CONT. TITLE: 1'-8" TWO STORY-(3)#5 CONT. FOUNDATION DETAILS SHEET 2 of 2 J SECTION-BEARING STEPDOWN P SECTION- INTERIOR BEARING PAD FOOTING a SECTION-NON-BEARING STEPDOWN DETAIL-PAD FOOTING AT PAVERS 10 4 SHEET: SD-2SD-2 SD-2 SO2 SD-2 r %a"OR'%2"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROOF COVERING(BY OTHERS) UL S B ERG 'Y32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES '%z"RATED SHEATHING,EXPOSURE I-METAL ROOF HENGINEERING, INC. FASTEN WITH 0.113"x 2 Y8"RING SHANK - 11481 OLD ST.AUGUSTINE RD.,SUITE#202 NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. JACKSONVILLE,FL.32258 CONNECTOR AT EACH TRUSS P:904.886.2401 F:904.260.4367 www.HulsbergEngineedng.com (SEE TRUSS CONNECTION SCHEDULE) 25846 NOTE: s TRUSS TO WALL CONNECTION CORNICE DETAIL-----/ E to s'°�•.°Q ,ow HARDWARE MUST BE INSTALLED (BY OTHERS) ON THE EXTERIOR SIDE OF THE yii Q0� WALL 2x_No.2 SPF OR No.2 SYP — / GYPSUM BOARD = - NOjQ7, o SUBFASCIA WITH(2)0.131"x 34" \(2)2x_SYP#2 DOUBLE PLATE(U.O.N.) i . ENDNAILS AT TRUSS(U.O.N.) -�+�[ CSF WALL SHEATHING SHALL EXTEND TO TOP OF `+. . } � DOUBLE PLATE IN ALL LOCATIONS AND SHALL BE NAILED TE(NAILING MAYALSO BE +'�' � '"" DOUBLE PLAOLE OF THE o °Aj+ � SIM� PSON,PE STAGGERED ACROSS BOTH PLATES) FL PE No.50791 C MENTS: SEE DETAIL"F"ON SD4 FOR BETWEEN FLOOR u ROOF COVERING(BY OTHERS) CONNECTIONS /a"OR /2"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM a '%2"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES-\ 3 �'Y32"RATED SHEATHING,EXPOSURE I-METAL ROOF � BOARD WITH 0.131"x 3Ya"NAILS @ 6"O.C. 2 I Viz"RATED STURD-I-FLOOR(T&G)SHEATHING m GLUED AND NAILED.FASTEN WITH 0.131"x 2Y" E FASTEN WITH 0.113"x 2%"RING SHANK / RING SHANK @ 6"O.C.ON EDGES AND 12"O.C.IN NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. I THE FIELD. CONNECTOR AT EACH TRUSS a (SEE TRUSS CONNECTION SCHEDULE) Ye"CLEARANCE BETWEEN PANELS-� BETWEEN FLOORS �\ FLOOR JOIST(I-JOIST SHOWN,SAWN JOIST NOTE: SIMILAR-SEE SECTION"C"ON SD4 FOR OPEN TRUSS TO WALL CONNECTION CORNICE DETAIL WEB TRUSS) HARDWARE MUST BE INSTALLED (BY OTHERS) I \ ON THE EXTERIOR SIDE OF THE WALL — / GYPSUM BOARD GYPSUM BOARD 2x No.2 SPF OR No.2 SYP SUBFASCIA WITH(2)0.131"x 3Ya" (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) NAIL JOIST TO PLATE WITH(2)0.131"x 3/4" T TOENAILS ENDNAILS AT TRU (U.O.N.) �,/ WALL SHEATHING SHALL EXTEND TO TOP OF (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) i OFFICE C�+p I j DOUBLE PLATE IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE -RIM BOARD(LSL OR LVL) '%2'FULL LENGTH RATED SHEATHING,EXPOSURE 1. DOUBLE PLATE(NAILING MAY ALSO BE '%z"FULL LENGTH RATED SHEATHING,EXPOSURE L-� 3 CLIENT: FASTEN WITH 8d COM OR 0.131'x 2Y2' NAILS @ 6-O.C.ON STAGGERED ACROSS BOTH PLATES) FASTEN WITH 8d COM OR 0.131"x 2Y" NAILS @ 6"O.C.ON ELITE CUSTOM HOMES& EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. BL GYPSUM BOARD RENOVATIONS (U.O.N.)( OCK ALL EDGES) I� (U.O.N.)(BLOCK ALL EDGES) y 2x_SPF#2 STUDS @ 16"O.C.-U.O.N. PROJECT: 2x_SPF#2 STUDS @ 16"O.C.-U.O.N. g TWO UNIT TOWNHOUSE APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) ! APPLY SHEATHING,HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 ' APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 - (8 DONNER ROAD) RATED OR 15/32"RATED SHEATHING MAY BE ( RATED OR 15/32"RATED SHEATHING MAY BE JOB NUMBER: COUNTY: INSTALLED VERTICALLY. 17-0931 DUVAL INSTALLED VERTICALLY. � j t � SCALE: E /, =1'-0"(U.O.N.) DO NOT SCALE THIS DRAWING INSET WALL Y2"FOR STUCCO APPLICATIONS INSET WALLYz"FOR STUCCO APPLICATIONS RELEASE DATE: 05-26-17 REVISIONS: i WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE 2x TREATED SYP#2 SILL PLATE WITH WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE 2x_TREATED SYP#2 SILL PLATE WITH Y8„ „ TIONS AND SHALL BE NAILED 3"O.C. a » IN ALL LOCATIONS AND HALL BE NAILED "O.C. IN ALL LOCA @ / S 3 SIMPSON s o x 6"TITEN HD / I�I @ � I SIMPSON a 0 x 6 TITEN HD _ (OR TITEN HD ROD COUPLER) (OR TITEN HD ROD COUPLER) DRAWN BY. � CMF WITH 3"x 3"xYa"WASHER @ 24"O.C. WITH 3"x 3"xY4"WASHER @ 24"O.C. CHECKED BY: FSS TITLE: FRAMING DETAILS 2 SHEET 1 of 3 SECTION-TYPICAL EXTERIOR ONE STORY WALL B SECTION-TYPICAL EXTERIOR TWO STORY WALL SHEET: SD-3 SD-3 J r (TYPICAL DOUBLE PLATE SPLICE) NOTE:REFER TO DETAIL"N"ON SD-5 FOR NAILING UL SB ERG 48"MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL _ TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION / \ (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)NAIL HENGfNEERING, INC. (16)0.131"x 3"NAILS IN THIS ZONE. (SEE TABLE) PLATES WITH 0.131"x 3"NAILS @ 8"O.C. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH ( STAGGERED JACKSONVILLE,FL.32258 JOINT IN LOWER PLATE JOINT IN UPPER PLATE - 0.131"x 3"NAILS @ 6"O.0 STAGGERED I I TYPICAL STUD TO DOUBLE PLATE P:904.88lsberg F:904.260.com w www.HulsbergEngineering.com —JACK STUD AND KING I I CONNECTION 25846 / STUD REQUIREMENTS (SEE WALL LAYOUT) SPH4/6 INSTALLED HORIZONTALLY y °.°°°�® •� •""• sS/��''�, 2x_SPF#2 STUDS @ 16"O.C.(U.O.N.) y e 1 \\ --BUILT-UP HEADER WITH 0.131"x 3 NAILING AT STD NAILS @ 12-O.C.TOP AND BOTTOM HEADER TO KING NAILING g i • e TO DOUBLE P TE (U.O.N.) 1k k q STUD TO PLATE NAILING NAIL EACH PLATE TO JACK STUD 2x6 (3)NAILS PER PLY ; Thi ; tr, c STUD SIZE ENDNAIL TOENAIL WITH(3)0.131"x 34'NAILS-TOENAIL 2x4 (2) (3) \ ORE (TYPICAL) 2x8 (4)NAILS PER PLY a '�,,'p0 .a��i; a+ `"e•*`� \ 2x10 (5)NAILS PER PLY 2x6 (3) (4) A - %FON,PE \\ 2x12 (6)NAILS PER PLY FL PE No.50791 2X8 (4) (5) \ a C WMEN : 2x10 (5) (6) DOUBLE SILL REQUIRED WHERE OPENING 9Y"OR 9 4" J WIDTH EXCEEDS 61"(U.O.N.) LVL (5)NAILS PER PLY11 Y8" g JOINT IN SILL FLA i E LVL OR 1114' NAILING AT STD (6)NAILS PER PLY 3 BUILT-UP CORNER POST _ TO SILL PLAT 14"LVL (7)NAILS PER PLY E I all 1111 .11 16"LVL 1 (8)NAILS PER PLY u u4-MIN.; u II C C u II 12"MAX. 12"MAX. 2x_TREATED SYP#2 SILL PLATE ANCHOR BOLT(AS NOTED) —BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE t DETAIL-TYPICAL WALL FRAMING CONDITIONS NAIL EACH PLY WITH 0.131"x 3)/4" CONNECTION Q SD-5 ALL NAILS NOTED ARE 0.131"x 3Ya" NAILS @ 6"O.C.STAGGERED (SEE TABLE) _ it - — --DOUBLE PLATE NAILING g --NAIL SHEATHING TO HEADER WITH(2 ' ROWS 0.131"x2Y2"NAILS @6"O.C. OFFICE COPY —DOUBLE PLATE / / / NAIL SHEATHING TO HEADER WITH(6 COPY 0.131"x 2Y2'AT EACH END(TYPICAL) 3"O.C.NAILING WITH 0.131"x 2Y2 NAILS i a CLIENT: JACKS AND KING STUC S j/ INTO BOTTOM(TYPICAL) ELITE CUSTOM HOMES& / (AS NOTED) s RENOVATIONS i ------HEADER(AS NOTED) /j�—NAIL SHEATHING TO KING STUD m PROJECT: —2x_BLOCKING(TYPIC L) @ 12"O.C.MINIMUM. s TWO UNIT TOWNHOUSE / o 3 0131"x 3Y"TOENAI SAT EACH � (8 DONNER ROAD) . O JOB NUMBER: 31 ICOINTY:DLIVAL END(TYPICAL) EDGE NAILING PER SHEARWALL� NAIL EACH SILL PLY TC KING STUD REQUIREMENTS. NAILS MAY BE SCALE: 3- / STAGGERED ACROSS TWO JACK i F WITH(3)0.131"x 34"NAILS-TOENAIL / STUDS. "/ 8 DO NOT SCALE THIS DRAWING OR ENDNAIL(TYPICAL) ' RELEASE DATE: -EDGE OF PANEL TYPICAL-- d 05-26-17 BEVEL BLOCKING AS REQUIRED FOR (TYPICAL) a REVISIONS: MINIMUM t Y^NAIL PENETRATION INTO � MAIN FRAMING MEMBERS.(TYPICAL) ' ,—(2)2x SILL II Ir_? --ANCHOR BOLT REQUIRED WITHIN 6"—I'" ;; i DRAWN BY: SHEATHING MAY CAN (LEVER UP TO 2" I ° L_ ° __-- � CMF MAXIMUM PAST SUPPORTS.ALL OF KING i JACK UNIT-MAY BE CHECKED BY: LOCATED ON EITHER SIDE. FSS WINDOW ATTACHMEN S MUST BE � ANCHOR BOLTS AS REQUIRED------------------- EQUIRED DROPPED HEADER CONDITION TITLE: ANCHORED INTO 2x_ EMBERS. FLUSH 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 SHEET: SD-5 SD-5 SD-5 r END VERTICAL BRACING REQUIREMENTS LAST TRUSS IN ROW REQUIRING BRACING j �T r NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS lJ L SB ERV BRITTLE FINISH FLEXIBLE FINISH 2x4 BLOCKING-TOENAIL OR ENDNAIL ENGINEERING, INC. BRACING 16"O.C. 24"O.C. 16"0.0 24"O.C. EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING - 11481 OLD ST.AUGUSTINE RD.,SUITE#202 (3)NAILS NAIL DIAGONAL BRACE TO INTERMEDIATE JACKSONVILLE,FL,32258 NONE REQUIRED 0"TO 53" 0"TO 47" 0"TO 67" 0"TO 59" P:904.886.2401 F:904.260.4367 WEBS WITH 2 NAILS ROOF SHEATHING O www.HulsbergEngin 'ng.cam 2x4 L-BRACE 54"TO 114" 48"TO 99" 68"TO 14 " 60"TO 126" a 2x4 SPF No.2 DIAGONAL BRACE PER:25846 ROOF TRUSS(BY OTHERS)WITH (TYPICAL AT EACH END OF �,op, 2x6 L-BRACE 115"TO 182' 100"TO 158" 2"146"TO 2 127"TO 201" T BRACE(IF REQUIRED) CONTINUOUS LATERAL BRACING) E `��e`,°,a`V• ;, �.'�'psl�'``1si°��`! NOTE: L NAIL DIAGONAL BRACE TO TRUSS G BRITTLE FINISHES ARE STUCCO OR ADHER D VENEER I I __ATO REPLACE(1)ROW OF LATERAL BRACING O±'�� `�� I I INSTALL 2x4 No.2 SYP T-BRACE NAILED TO k WEB WITH(3)NAILS V. FLEXIBLE FINISHES ARE WOOD SIDING,HA DI-PANEL, I I 679 I I EACH PLY OF TRUSS WEB AT 6"O.C.WITH BRICK VENEER,ETC. `> > RATE ROOF SHEATHING I I "/ CONTINUOUS LATERAL BRACE(QUANTITY Np.�J a 0.131"x 3"NAILS TO REPLACE(2)ROWS OF _ I•I ` AND LOCATION DEFINED BY TRUSS SHOP - 2x_L BRACE NAILED TO I i LATERALBRACING INSTALL 2x6 No.2 SYP `,, `> DRAWING.) _ I • TRUSS <' F T EACH PLY F :•Q � VERTICAL WEB WITH T-BRACE NAILED TO 0 y-i'E�U i ° T/� I >-a S NAIL CONTINUOUS LATERAL V CO UOUS E L BRACE TO F-- 0.131" 3"NAILS @ 6"O.C. -------- - '-- WEB WITH 0.131"x 3"NAILS @ 6"O.C. ,p w VERTICAL WEB IN GABLE -- -- - EACH TRUSS WEB WITH(2)NAILS 'moi V �+;y '`��•• 0' = END TRUSS r ---'r—ROOF TRUSSES(BY OTHERS) a NOTES: Y� ``� 2x_L OKOUTS AT 48"O.C• (3)TRUSSES MINIMUM 1) CONTINUOUS LATERAL BRACES SHALL `r �� FL'PE No.50791 PE > NOTE: FOR CONTINUOUS LATERAL B CE BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR a 0 16"OR 24"O.C. T-BRACING TO BE USED WHEN CONTINUOUS COMMENTS: o iz, SPACING SEE TABLE) LATERAL BRACING IS IMPRACTICAL. BETTER(U.O.N.) 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" - NAILS(U.O.N.) A DETAIL-TYPICAL VERTICAL BRACING AT GABLE END B SECTION-TYPICAL T-BRACE C DETAIL-TYPICAL LATERAL TRUSS BRACING SD-6 SD-6 E 2x4 SYP BLOCKING BETWEEN NOTE: LOOKOUTS H2.5A AT EACH ALL MEMBERS SHALL BE#2 SYP.LOOKOUT NAIL BRACE TO BLOCKING WITH(5)0.131"x 3Y"NAILS a $ 2x4 LOOKOUT @ 48"O.C.FOR (3)0.131"x 3Ya"TOENAILS AT EACH LOOKOUT EXTERIOR SHEATHING SHALL 2x6 BLOCKING BETWEEN TRUSSES WITH fb L BE NAILED TO BOTTOM CHORD� OVERHANG i � TOP CHORD OF TRUSS. OF TRUSS WITH ROOF SHEATH NG(AS NOTED) (3)0.131"x 3'/a"NAILS EACH END $ 2x4 BLOCKING REQUIRED BETWEEN s 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) I I I I I I FASCIA(BY OTHERS) SINGLE PLATE NAIL TO TRUSS I � BOTTOM CHOF DWITH 0.131"x 3)/4" I I ( I 2x4 LOOKOUTS @ 48"O.C. NAILS @ 6"O.C• H3 CLIP OR EQUAL AT EACH LOOKOUT OFFICE c GABLE END TRUSS(DROP GABLE) A v —2x6 BRACE SPACED @ 48"O.C.UNLESS m CLIENT: \ I OTHERWISE NOTED ON ROOF LAYOUT. a ELITE CUSTOM HOMES& D DETAIL-BALLOON FRAMED GABLE END LOW CEILING VAULT) I I I I I I � \ I A RENOVATIONS 1 I I I I ADD 2x4 T-BRACE NAILED @ 6"O.C. SD-6 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTERIOR ROOF PITCH I I I I I � � �_ m PROJECT: WITH 0.131"x 2/"NAILS IF BRACE \® LENGTH EXCEEDS 9'-0". s TWO UNIT TOWNHOUSE H2.5A AT EACH LOOKOUT '�% I I (8 DONNER ROAD) 2x4 LOOKOU rs @ 48"O.C.FOR I I `,, OVERHANG 1 I I I b/ I( JOB NUMBER: COUNTY: \-- ( / SCALE: - ROOF SHEA HING AS NOTED 2x4 SYP BLO KING BETWEEN -- —�, ------ — Ya"= 1'-0"(U.O.N.) LOOKOUTS \ / DO NOT SCALE THIS DRAWING RELEASE DATE: ----BALLOON FR MED STUDSr ' \ 05-26-17 „ \ (AS NOTED) \ ' \ LSTA12,LTP4,OR SDWC 15600 @ 48"O.C. a REVISIONS: Mph DOUBLE PLATE rGBC CLIP (2)REQUIRED AT EACH BRACE GYPSUM BOARD CEILING INTERIOR VAULT ' \- TOENAIL BOTTOM CHORD OF EXTERIORSHEATHING SHALL BE ' TRUSS TO DOUBLE PLATE WITH DRAWN BY: NAILED TO U PER PLY OF 0.131"x 3Ya"NAILS @ 8"O.C. CMF CHECKED BY: / DOUBLE PLATE WITH ��-2x4 DRYWALL BACKING INSTALLED - FSS 2Y2" 0.131"x AILS @ 6"O.C. \ CONTINUOUSLY BETWEEN BRACES TITLE: (U.O.N.ON ALL LAYOUT) = TRUSS BRACING AND GABLE - DETAILS E DETAIL-BALLOON FRAMED GABLE END HIGH CEILING VAUL F SECTION-GABLE END DIAGONAL BRACING SHEET: SD-6 INTERIOR CEILING PITCH EXCEEDSY OF EXTERIOR ROOF PITCH sD-6 o C� DAG V © J r ULSBERG ENGINEERING, INC. DOUBLE PLATE 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 P:904.886.24Q,�&iaPi4.260.4367 ww�1A11��erg (J A. sss4 E f♦ ♦ [r ♦ e A I J 50791 o- /,z �� HEADER(AS NOTED)MAY BE RAISED TO BOTTOM = * a /, /°� ♦ OF DOUBLE PLATE MINIMUM(3)2x4 REQUIRED AT ♦• iTp,T • �,' TOP OF OPENING WITH RAISED HEADER $ �.f> °°♦ f4®4R��''�� ; tY ° ° k$+t 1 M Ria Dov u�e�ununrtrur� FASTEN SHEATHING TO HEADER 05-26-17 IN 3"GRID PATTERN AND FASTEN ♦fo''/ ° l\_(2)MSTA30 STRAPS FLO S.SIMPSON,PE SHEATHING TO ALL FRAMING @ 3"O.C. FL PE No.50791 NOTE:SHEATHING ONLY SHOWN FOR co MENTs: USE 0.131"x 2Y2"NAILS AT ALL LOCATIONS(U.O.N.) °br NARROW WALL SECTION. Z f REMAINING SHEATHING NOT FASTEN PLATE TO HEADER---° �% ° SHOWN FOR CLARITY. w/(2)ROWS OF 0.131"x 3Y"@ 3"O.C. ° ° j MINIMUM(3)STUDS E O 4 O O E MINIMUM(3)STUDS O O O O T / MINIMUM 16 - RATED SHEATHING _� o 0 NAIL BLOCKING TOGETHERi w/(3)EVENLY SPACED � ° ° � OFFICE COPY 0.131"x3Y4" ° ° ° STHD14 EMBEDDED STRAP ° i ;' ° �(OR . NOTED) CLIENT: ° ELITE CUSTOM HOMES& RENOVATIONS Y8"" — / / EDDED STRAP Y8 EPDXIED ANCHOR BOLT PROJECT: w/(7)MIN.EMBEDMENT w/ °�° ', / ° ° (OR HTT5 IF OTED) $ TWO UNIT TOWNHOUSE MINIMUM 2"x 2"x Vis" (8 DONNER ROAD) PLATE WASHER ♦i o a JOB NUMBER: COUNTY:- oloi SCALE: ✓° ' ° - -�♦ ♦ /„=1'-0" U.O.N.' -o _ -6o CONCRETE FOOTING I ( 1 `PER FOUNDATION PLAN DO NOT SCALE THIS DRAWING d RELEASE DATE: 05-26-17 REVISIONS: a a - DRAWN BY: CMF a CHECKED BY: FSS TITLE: APA WALL DETAIL A DETAIL-NARROW WALL METHOD DETAIL SHEET: SD-8 o SD-8 D C _Q © J Q