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356 10th St new single-family home permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD s ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 17-SFR-2931 lob Type: SINGLE FAMILY RESIDENCE Description: NEW SINGLE FAMILY RESIDENCE Estimated Value: $295,860.00 Issue Date: 4/5/2017 Expiration Date: 10/2/2017 PROPERTY ADDRESS: Address: 356 10TH ST RE Number: 170043-0000 PROPERTY OWNER: Name: PEROLOF, EZELIUS Address: 356 10TH ST GENERAL CONTRACTOR INFORMATION: Name: LENDRY HOMES LLC ,CBC 1251744 Address: 4745 SUTTON PARK CT APT 501 QA BRYAN JAMES LENDRY Phone: - PERMIT INFORMATION: FEES:. ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $533.79 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,067.58 STATE DCA SURCHARGE $16.01 STATE DBPR SURCHARGE $16.01 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA 41100110VO4REV. 2ND $50.00 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SUBMITTAL WATER CROSS CONNECTION $50.00 Total Payments: $1,883.39 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. gc City of Atlantic Beach APPLICATION NUMBER Building Department - (To beassigned by$eBuildingDepartmeniJ- 800 Seminole Road Atlantic Beach,Florida 32233-5445 JAN 10 2017 I� Phone(904)247-5826 Fax(904)24715045 c �r E-mail: building-dept@coab,usDate routed: I S I City web-site: http://www.coab.us `�`�----------- APPLICATION REVIEW AND TRACKING FORM Property Address:3S6 5�— `l I De ment review required I Yes I No uildin Applicant: L_ (= 1��_!� n /fir` C _ -_ arming&Zonm Tree mml ,tor Project: ��t I (��C �/aM n y ublic Wo '� u tic II Ic a ty Fire Services eview fee �. ., Dept ,gnature Other Agency Review or Permit Required Review or Receipt Date of Permit Vedfied B Florida Dept,of Environmental Protection Flodda 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: [O'Approved. //❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: 7 TREE ADMIN. Second Review: _ ❑Approved as revised. ❑Den' d. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: - Date: FIRE SERVICES Third Review; ❑Approved as revised. ❑Denied. Comments: I I Reviewed by: Date: i 06/14/09 J t CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: /0 -/ 7 Project Address: 3,T& 10-4-A ST No. of Units: --L__Commercial Residential ✓ Multi-Family New Water Tap(s)&Meter(s) Meter Sizes) s� New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter_Size_New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Emnil Address Fax Signature: (Applicant) CITY STAFF USE ONLY Application#J 7 - SFiZ-- 2 9.3 Water System Development Charge $ ,L— Sewer System Development Charge $ Water Meter Only $ /Vo S 0G ,f 94 alb- Reclaim al0.Reclaim Meter Only $ Water Meter Tap $ (nous) Sewer Tap $ Cross Connection $ SO . ne �S.r iFSSUN( LXlrnaa Other $ S 4 w �R TM1 TOTAL APPROVED: Kavle Moore.PE (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247.5845 REVISION REQUEST SHEET Dale: 2 ZZ I Received by: Resubmitted:_ Perot Number: 17- S E -Z9 ( Original Plans Examiner: Project Name: EZEILUS RESIDENCE Projeet Addross; 35810th ST ATLANTIC BEACH,FL Contractor: LENDRY HOMES,LLC Contact Name: BRYAN LENDRY Contact Phone: (904)545-8803 Con Revision/Plan Check/Permit Fee(s)Due: $ SO.d /yr 2 /7 Description of Propos Reyllsban to izao 1 E—a iau. l �� Additional Increase in Building Value: $ Additional S.��8 2 3 2011 Site Plan Revised; SQL /}��-s Public W/U Approval: I1 By signing below.I udat same) _ affirm that the above revision 1 is inclusive of the proposed changes. Z Signature of Contractor/Agent(c.n ,mud,ign u lnmeme in vuwfion) Date omm Uuonly Dme:.,_ _✓/iT Appmre4: Rgitdul: Nalfiedby: f Plan Review Comments: gApadment ravlaw mquired You No In" annln0&Zonin -- TWAXIMIMIndo. Plana mmw Pubtle Works Public WIN&$ 3/ZZ/7 public Satety Fire Services Date CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 r? Telephone(904)247-5800 FAX(904)247.5845 REVISION REQUEST SHEET Date: 2LZ-3110 Received by: Resubmitted:-�_ Permit Number:_1— 5FR-Z9'� Original Plans Examiner: Project Name: EZEILUS RESIDENCE Project AddroSS: 356 10th ST ATLANTIC BEACH, FL Contractor: LENDRY HOMES, LLC Contact Name: BRYAN LENDRY Contact Phone:1904)545-8803 Contact a-mail: tnvanalenninthontes,com Revision/Plan Check/Permit Fee(s)Due: $ Deseription of Proposed Revision to Emetine Pe-rer t: C-100 "hr Additional Increase in Building Value: $ Additio S.��B 2 3 201 Site Plan Revised: ,5 �. Public W/U Approval• By signing below.I(pant roma) _ aTW that the above revision �. is inclusive of the proposed changes. l- Signature of Contractor/Agent(C..nnnnrmuY sip if kaaannlion n,in v ) Date Oma Um Only Plan Review Commence: an review required Yea No Bufldin _ F arming&Zoning I ree Plans Examiner i°, Public Works Public U0litles Public Safety Fire Services Dale omavan�.r Comp. By: SRW Date: 1/13/2017 Public Works Department City of Atlantic Beach Permit No: 17-SFR-2931 Address: 35610th Street 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 postdevelopment volume of stormwawler runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Whom: 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) Predevelopmenl Runoff Volume: Lot Area(A) = 6,500 ft' Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Md"C" Impervious 2,640 6,500 1.00 0.41 Pervious 3,860 6,500 0.20 0.12 Runoff Coefficient(C)= 0.52 Runoff Volume V= 0.52 x 6,500 x 9.3 I 12 V= 2,644 ft° Postdevelopmenl Runoff Volume: Lot Area(A) = 6,500 ft' Runoff Coefficient Area Lot Area Descr'pfon (ft') (ft) "C" %W C. Impervious 3,250 A 1.00 0.50 %ISA= 50.0% Pervious 3,250 6,500 0.20 0.10 Runoff Coefficient(C)= 0.60 Runoff Volume V= 0.60 x 6,500 x 9.3 I 12 V= 3,023 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,023 - 2,644 DV= 378 fte Relentun 10th S4eet356#3 1/132017 Comp. By: SRW Date: 1/1312017 Public Works Department City of Atlantic Beach Permit No: 17-SFR-2931 Address: 356 10th Street Provided Storage: Elevation Area Storage (ft) fit) (ft') ? 9.7 312 0 BOTTOM 78 X 4 ? 10.0 480 119 TOB BOX 6 Elevation Area Storage (ft) (it') (ft') 0 BOTTOM 0 TOB Made old retention meet Elevation Area Storage requirments for new SFR (ft) (ft') (ft) 0 BOTTOM 0 TOB Inground storage=A'd`pf A=Area= 480.0 d=depth to ESHWr= 6.7 pf=pore factor= 0.3 Inground Storage= 964.8 ft3 Required Treatment Volume= 378 ft' trying to gel 881 Supplied Treatment Volume= 1,084 ft' eatentlen 10Me1reet366k3 1/1312017 all eQ 1 117 k JA � 3 x vzp� v Au � la, 0 V ___. _ �T� R.O.W. Permit Attachment of for R.O.W. Permit# issued , 200 Atlantic Beach, FL 32233 Owner's Name: PER OLF EZELIUS Property Address: 356 10TH STREET Subdivision: Lot#/Block#: LOT 25 BLOCK 12 R.E. #: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this 20 day of JANUARY 2007, by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the Stats of Florida, hereinafter referred to as"CITY" and PER OLF EZELIUS of Atlantic Beach, Florida, hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: DRIVEWAY PAVERS FROM SIDEWALK TO STREET Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: 356 10 TH ST ATLANTIC BEACH, FL 3233 The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code, and all other land use and code requirements of the CITY, including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." ' Page 1 of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY,be requested to submit as-built drawings showing the change within thirty (30)days after the day of completion. This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this day of �R�,20gll By:_ �ZL praper�r A6�_ (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL [ On this 2_0_ day of , 2063 personally appeared before me, a NQtary T Public in and for said County and State, Zt,�li7a , the property ovmeryo';� .�� 1C�t .5-�- , Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. NotaryPublic 'n for said County and State '"""' +. Mr C01P.1MaissµONF s1598B EXPIRES:1419,2019 Emtletl II.Wlaq P.bk ft,.rs CITY OF ATLANTIC BEACH,FLORIDA, municipal corporation: Approved: �g t�lic rks Director *P . 130V if For Permits where city sidewalk is impacted, City Manager approval required: Jim Hanson, City Manager Page 2 of 2 Williams, Scott From: Per Olof Ezelius <po.ezelius@gmail.com> Sent: Friday, November 18, 2016 2:15 PM To: Williams, Scott Subject: Easement area at 35610TH Street Attachments: IMG_6856JPG;IMG_6857JPG Follow Up Flag: Follow up Flag Status: Flagged Categories: Red Category, Blue Category Hi Scott, Thank you for meeting with me and Bryan Lendry yesterday. You provided some guidance on pervious calculation for the Easement area. Aside for the concrete driveway entry, I had planned the rest of the easement area installing turf blocks.What I forgot to mention yesterday is the fact I have solid bricks on the easement area and they have been there for I am guessing 20+ years.See the attached photos. My plan was to take out those solid bricks out and replace them with turfblocks. Basically,a drastic pervious improvement from what I have today.Given that situation I am now hoping to obtain your permission to stay with my original plan as per the site plan without adding these grass sections as discussed yesterday. If necessary,please come by to assess and take look.When met about 8 months ago you were fine with my plan recognizing the pervious improvement. Please let me know if I can proceed per my plan or not. By the way, I met with Chris Walker and Emanuel this morning.They were very helpful and provided me with very useful information.The PW docs proved to be incorrect and there was no sewer tap at the Eastern corner. The sewer tap is on the western side next to the driveway.The manhole is located very conveniently at the Eastern corner. I am now considering tapping in to the manhole instead and thereby avoid having sewer lines criss crossing the property.This will bring all the utilities(Sewer,water,cable,electric and gas( into one trench going from the Street to the new house continuing on to the Garage/Apartment building.The only drawback is that this will be a rather expensive change. I am going to ask Chris for a proposal to allow me to make the final determination which way I will go. Again many thanks, Per Per Olof Ezelius 35610TH Street Atlantic Beach, FL 32233 Cell It:704-231-9188 1 Qstr City of Atlantic Beach LLI Bu lding Department (Tobeassi gnedb800 Seminole Road Atlantic Beach, Florida 322335445 l7— SPhone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Dale routed: I City web-site: http://wwv.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: De ent review required Yes No uildin Applicant: L/-.AJ r-%RsK (7 nn FC anning &Zonin pp � — -- Tree minis ar Project ublic Wo U lic Uti l u Ic Safety Fire Services Review fee $ Dept S�nature `: 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: II Kpproved. ❑Denied. (Circle one.) Comments: A O BUILDING /IV) PLA ZONING /-1 /7 i r7 Reviewed by: v Date: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: - Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: I I Reviewed by: Date: Revised 05114/09 BUILDING PERMIT APPLICATION OFFICE COPY -- —CITY OF ATLANTIC BEACH- 800 Seminole Road,Atlantic Beach,FL 32233 Office(904)247-5826 Fax (904)247-5845 p Job Address: 356 10TH ST ATLANTIC BEACH, FL Permit Number: /7 — sFR —a2/ 31 Legal Description 5-69 16-2S-29E ATLANTIC BEACH LOT 25 BLOCK 12 Parcel# 170043-0000 Valuation of Work$295® our eao q. L _o(oO Proposed Work heated/cooledZ j8S non-heated/cool �� 4 5r40— 17 3& Class of Work(circle one): ®w Addition Alteration Repair Move Demolition pool/spa/Av/m w/door27 %so c7 Use of existing/proposed structure(s)(circle one): Commercial ]dentia If an existing structure,is a fire sprinkler system installed?(Circle one): N/p p Florida Product Approve]# For multiple products use pr uct approve rn'm Describe in detail the type of work to be performed: CONSTRUCTION OF SINGLE FAP !✓'�3�Zf/7 Y kikNdE - _— I Property Owner Information: ' d Ip Name: PER OLOF EZELIUS & MARITA EZELIUS. Address: 356 10TH ST City ATALANTIC BEACH Stare FLZip 32233 Phone (704)231-9488 E-Mad or Fax#(Optional). , CCQntractor Information' Company Name: LENDRYHOMES, LLC Qualifying Agent: Address: 4745 SUTTON PARK CT SUITE 503 Cit, JACKSONVILLE State FL32224 Office Phone (e04)9e2-2100 Job Site/Contact Number (904)54&8803 Fax# (904)992-21N Zip State Certification/Registmhon# CBC 12517"CBL 12517" Architect Name&Phone# JOHN ROWAN 904-759-7087 Engineer's Name&Phone# LOU Pormco ew-z424908 Fee Simple Title Holder Name and Address snore ns ovmea Bonding Company Name and Address - Mortgage Lender Name and Address Appilrnlian 1,he,4y mmpade to obtain a peroat to do the work and Gsrallotions ar Guhtated. 1 part10 that r+owork or i+ula!lurian has'nwnmeneed prim to drr Issaaxcs afapsrrnit andfhat a!l work will b¢permmeo�to awl the sMubanisofo/!lnwa regu1"It corrslmrcNnn in lh/rjurfldictio». TLUparmrt herons&null axd void fwwk is not commarred wftPon sh(bfmaxths,mIfrpnsfrucrinxw work Lr Ivor ndztlwobwulanedfwa error?ojak l6J maa0tsatanyr/nrsaher work is cwxnrenrnd. 1 urMerrmnd#rel se/wmfe permilx court he sentrctl/rtr F.1¢rNm Vnrk, PhmrMng,S'/gnx �!/r fhmaee; po/hrr,/oenters, Pnlrks andAlr Condlilonerr.etc 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. /hwe/e workwllbeco s wdaxdexnmiudpMis//appph/catlokmrdkxo`4e"me10befrueandoon•ed.. A//proNnonso lawsaMwdi xesgwernfng his y ro leo•Iwu o/t nY ae fd<m with s e•o„eloealr/aw�-rehlr gn o,consnot rue[lnn orf pa fa na doee ro g authority to f !are or wxce!the Signature of Owner Signature of Con etor Print NamePrintName !` - s s wgrg4 and ub ._f�._.. en.._..... .....................-.........._..._. Sworn to and subscribed before me Sme :his_Dayof 20 thisGL Da o fore MY COMMISSIIXJ O FF 215988 Votary Pub is -' otary u rc »�� .• aomminN+UmrvPntcumerimn Revise OFFICE COPY DO NOT WRITE BELOW- OFFICE USE ONLY Review Result (circle one): Approved Disapproved Approved w/ Conditions i Review Initials/Date: -/7- f 7 Development Size Habitable Spacea7K s-F. Non-Habitable y3y SF Impervious area Miscellaneous Information Occupancy Grouper 3 Type of Constructiony .(5 Number of Stories 2 Zoning District S- Q Max. Occupancy Load Fire Sprinklers Required Flood Zone X Conditions/Comments: )o i City of Atlantic Beach APPLICATION NUMBER j1 Building Department (To be assigned by the Building Department.) 800 Seminole Road T I C �r�9 Y� s Atlantic Beach, Florida 32233-5445 { J —� Phone(904)247-5828 - Fax(904)247-5845 • ;rU'' E-mail: building-dept@wab.us Date routed: I S I City web-site: http://www.wab.us APPLICATION REVIEW AND TRACKING FORM Property Address:JS(�' 1CM ` —r De ment review required Yes I No uildin Applicant: Li-.N��.T�("�M�S anning &Zonln p � Tree minls ra or Project: 1 V ublicWo U liC I I is a ty Fire Services Review fee-$ Dept Signature Other Agency Review or Permit Required Review or Receipt Date Of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. 2rDenied. (Circle one.) Comments: f4 BUILDING �iirCl Nvc✓ PLANNING 6 ZONING _ Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. (]Denied. PUBLIC WORKS Comments: / 1 PUBLIC UTILITIES GL�G✓ /J PUBLIC SAFETY Reviewed by:of<y -- ��-Date: .') y FIRE SERVICES Third Review: PP,pproved as revised. ❑Denied. Comments: >"I' i Reviewed by: �e: ?,4r/7 Revised 05/14/09 ZONING REVIEW COMMENTS ' City of Atlantic Beach j s Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 Ji3 Vii? Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 3/18/17 Permit: 17-SFR-2931 Applicant: Lendry Homes Review: 2nd Address: 4745 Sutton Park Ct, Ste 503,Jacksonville,FL 32224 Site Address: 356 1&St Phone: (904)992-2100 RE#: 170043-0000 Email: Bryan@lendryhomes.com Correction Comments 1. Side Walls Length: Section 24-172(c)(1)requires that second floor side walls be no longer than 35 feet in length without an architectural offset in the wall. The revised plans addressed the east side second floor wall, but the western second floor side wall also exceeds 35 feet in length. Please revise plans accordingly. 2. Shade Trees: Section 24-172(c)(4) requires 2 shade trees to be located on the property as part of the Old Atlantic Beach Design Standards where at least 1 of the trees must be located within the front yard. This is the area within 20 feet of the property line along the street. The second tree can be located anywhere else on the lot. See Section 23-33(f)(f) for a list of approved shade tree species. Section 24- 172(c)(4)(c)provides 3 cases where credit can be given to count for the shade tree required in the front yard. The two oak trees behind the proposed house do not qualify for credit for the shade tree in the front yard and no other information has been provided that would qualify for the front yard shade tree. Section 24-172(c)(4)(d)provides for the same 3 cases where credit can be given for the second required shade tree that does not have to be in the front yard. Credit has been for the given for the second required shade tree with 1 of the 2 existing oak trees located behind the proposed house. Derek W. Reeves Planner G� drmves@coab.us 13/til ZONING REVIEW COMMENTS r City of Atlantic Beach r�] Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 1/19/17 Permit: 17-SFR-2931 Applicant: Lendry Homes Review: 1°` Address: 4745 Sutton Park Ct,Ste 503,Jacksonville,FL 32224 Site Address: 35610'"St Phone: (904) 992-2100 RE#: 170043-0000 Email: Bryan@lendryhomes.com Correction Comments 1. Setbacks: Section 24-67(c) requires a site plan showing setbacks. The shows setback lines but does not call out the location of projecting elements like porches. Please provide a site plan showing setbacks from all new elements to property lines. 2. Side Walls Length: Section 24-172(c)(1) requires that second floor side walls be no longer than 35 feet in length without an architectural offset in the wall. A second floor side wall exceeds 35 feet in length. Please revise plans accordingly. 3. Front Yard Projections: Section 24-83(b) limits front yard projections into front yard setbacks, including roof overhangs, to 48". Please show that this requirement is being met or revise plans accordingly. 4. Mechanical Equipment: Section 24-83(c) prohibits A/C and other mechanical equipment within the 5 foot side yard setback when adjacent to the living area of the neighboring property. Please show that do this requirement is being met or revise plans accordingly. 5. Shade Trees: Section 24-172(c)(4) requires 2 shade trees to be located on the property as part of the Old Atlantic Beach Design Standards. One of the trees must be located within the front yard. This is the area within 20 feet of the property line along the street. The second tree can be located anywhere else on the lot. See Section 23-33(f)(f)for a list of approved shade tree species. i Derek W. Reeves I FEP P 3 ?017 Planner dreeves@coab.us i ZONING REVIEW COMMENTS City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coah.us Date: 1/19/17 Permit: 17-SFR-2931 Applicant: Lendry Homes Review: pt Address: 4745 Sutton Park Ct, Ste 503, Jacksonville, FL 32224 Site Address: 356 10'^St Phone: (904) 992-2100 RE#: 170043-0000 Email: Bryan@lendryhomes.com Correction Comments 1. Setbacks: Section 24-67(c)requires a site plan showing setbacks. The shows setback lines but does not call out the location of projecting elements like porches. Please provide a site plan showing setbacks from all new elements to property lines. 2. Side Walls Length: Section 24-172(c)(1)requires that second floor side walls be no longer than 35 feet in length without an architectural offset in the wall. A second floor side wall exceeds 35 feet in length. Please revise plans accordingly. 3. Front Yard Projections: Section 24-83(b) limits front yard projections into front yard setbacks, including roof overhangs, to 48". Please show that this requirement is being met or revise plans accordingly. 4. Mechanical Equipment: Section 24-83(c)prohibits A/C and other mechanical equipment within the 5 foot side yard setback when adjacent to the living area of the neighboring property. Please show that this requirement is being met or revise plans accordingly. 5. Shade Trees: Section 24-172(c)(4) requires 2 shade trees to be located on the property as part of the Old Atlantic Beach Design Standards. One of the trees most be located within the front yard.This is the area within 20 feet of the property line along the street. The second tree can be located anywhere else on the lot. See Section 23-33(t)(f)for a list of approved shade tree species. Derek W. Reeves Planner dreeves@coab.us E City of Atlantic Beach 9's APPLICATION NUMBER Building Department pyIV •` (Tobe assignedbyfhe Building Depadment.)- 800 Seminole Road 7441 r Atlantic Beach, Florida 32233-5445 p JAN 10 Phone(904)247-5828 - Fax(904)247 1145 E-mail: building-dept@coab.us BY;-__ Date routed: I Jc I City web-site: httpJAw .wab.us APPLICATION REVIEW AND TRACKING FORM Property Address: De entreviewre aired Yes No uildin Applicant L(=,(` T_�nn�tc.S arming &Zomn hn 11 Tree minis ra or Project: i V ublic or U lic II Ic a ty Fire Services Review fee Other AgencyWof or Permit Required Review or Receipt Date of Permit Verified BFlorida Dept.of ntal ProtectionFloridaDept of tionSt.Johns River agement DistrictArmy Corps of EDivision of HotelaurantsDivision otAlcohges and Tobacco Other. APPLIPATICIN STATUS Reviewing Department First Review: Approved. ;ED]DeniedL.(Circle one.) Comments: BUILDING PLANNING&ZONINGe: IA d, TREE ADMIN. Second Review: A roved as revised. ❑ Pp ❑Denied. P WORKS Comments: PUB/I,IC/UTILITIESS PUBLIC S1A)FET7 Reviewed by: - Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: I l Reviewed by: Date: j Revised 0974109 �1 � � 3 i � w'W o � AAW mm mrnam D4� Do � m � m $ ^ cmmv_ a x � a m' o $ 3 � 3WZ r3 1 _ wao .. �c 8gm` a Ame a v_o $o 000 o_ rt�1/ IA j w v m0 W � ao W WSn 7f # # m W C = om a S m S x` I d W O. d O x O S N T . d O .Wi O N 1 X R `2 d fA J R rrl m 2 C x � oom NFu°°ioao �� m ,'mmn m rtK, 3 z x o � � 0 z 3 A W VINfT n U� N +(AN mdl f9 bl� m y�I � Old 00 (ONAU, O AO V N OOO � W Np 1 W S G oONIdNO (O (J OIJ OI0000 �' N � — � v o0 or0000000r.� 00o O01 � S.N � rn n OU w AC C n a Q = E W Fmz 0 3 . o � m4C! 0 O y N N 3 N m A ' o 0 W m - O a Q Q p O O 3 e� v m m o ou .g0 CD SSS d1 EA twp dfW bi 1000001 a w � N� J OOD 0000 y, ow o bfA tp fFM Ad, y C1 O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 .l00000 � 0 000 $ SSoSSS8 $ _ m OWNEA'$AUTHORIZATION FOR AGENT BRYAN J LENDRY OR PER OLOF EZELIUS _. _ is hereby authorized to act on behalf of MARITA EZELIUS the owner(s) of those lands described within the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to: Zoning Variance ❑ Comprehensive Plan Amendment Use-by-Exception ❑ Zoning Map Amendment Building Permit Plat, Replat or Lot Division Sign Pet t Tree Permit �O..thr It�dAN BY: Sigure of net 't�"Evz �lvF �zcL.tuS Print Name Signature of Owner Print Name --------- �o�t Telephone Number State of FLORIDA Couutyof DUVAL Signedjand sworn before mcan tthhis� tfh"•at 2014 BY -yL —U.LG-I1S Identification veriflod: DL -_ Oath sworn; Yee Na Nolnry Signal�ure _A'% oto,VAIA KEI.LY,IF R' My Commission expires: T Notary Puylk,State et FAdtla P �-I eaYIEP nr FF 955577 nY wmm,eayhas Jan 20,2020 FfV •g)t� d1aiRt XIUTH�IZATI0NF0RAGENT ENDRY OR PER OLOFEZELIUS--�. is heroby authorized to act on behalf of LIUSose lands ched application, and as described in the attached deed or otherthe `su hsprooflof owo shpeas may applying to the City of Atlantic Beach, Florida, for an applicationrelat�( m a Development r action pursuant to: Zoning Variance ❑ Comprehensive Plan Amendment Uso-by-Exception ❑ Zoning Map Amendment Building Permit Plat,Replat m Lot Division Sign Pe t 1 Tree Permit Other _ I BY: e'1.ae-LA ;!goal=of Owner Print Name SignaMm of Owner Print Name ',loll 2si 4i SB Telephone Number slate of.-ReRIDA SLIW kh /" Countyof AHH'aSa,L�mVR_tib Signed and sworn before me on this 13th0ctdeyof,2016 By VaxJb, County -of Kronoberg, Sweden, Identiticadonverified: Drivers licence Oath sworn; yesYea No 13 th of Octob r 6 �7 k p w C1 Notary Si nature Karin g4/esterl ing , Nofih �7 My Commiasion ex ires: LL JJ __ P u�il-�-�F o�ice Map Output Page 1 of 1 JA%GIS Property Information OFFICE COPY S . I I 1 http://gismaps.00j.net/WEBSITE/Duva]MapsSQL/toolbar.asp 1/18/2017 OFFICE COPY a' o*W9'S AUT'HW1ZATION FOR AGENT BRYAN J LENDRY OR PER OLOF EZELIUS is hereby authorized to act on behalf of MARITA EZELIUS the owner(s) of those lands described within the attached application, mid as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to: Zoning Variance ❑ Comprehensive Plan Amendment Use-by-VEZ pdon ❑ Zoning Map Amendment Building Permit Plat, Replat or Lot Division Sign Pe-ri t Tree Permit _ v Mn't�dAN _ BY: Si tof(weer -- t� bLL-IF— t_.tuS Print Name Signature of owner - �UtE LP's Telephone Number State of FLORIDA t County of DUVAL Signed and �sswom�bbeef�ore me'on thhis��`_a}p}��,o1;2011,, By.—'sem'--1L1."\-. Identification verified: D L Oath sworn: Yes No �►2 Nolary�urs �i �� +��yFtary =KELLYPIERRE My Commission expires: F, Publiq StateolFlorida mmisaio.0 FF 955577 nxn.expires Jan.28.2820 QPf1EE OPY WKAU O i TION FOR AGENT BRYAN LENDRY OR PER OLOF EZELIUS is hereby authorized to act on behalf of MARITA EZELIUS _, the owner(s) of those lands described within the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to: Zoning Variance ❑ Comprehensive Plan Amendment Use-by-Exception ❑ Zoning Map Amendment Building Permit Plat,Replat or Lot Division sign Pe t Tree Permit Other I-�j BY: �n�ia+a rLp p Si&'store of Owner karma Est.IWS Print Name Signature of Owner Print Name �y 2a1 grgR" Telephone Number Stamof FtCMDA SLalafedt^ l//p"e�� r Countyof 4DUVAL IRM" l VaaYi a Signed and awom begin,me on this13th0c tday of,2016 J _` By. "xj6 , County of Kronoberg, Sweden. Identificadonverified; Drivers licence Oath sworn: Yes V. No 13 th of Oct r 6 l N� Aw Notary Slgp_uure Karin -sterling , Nof„h My Commissionexpires: ,t1BJ: . F o�ice » ( � 9a ; 44 [ , @5f2 ) r m m / , E; f � \ Q [ \ co § 'o-<_ } { / / ƒ @ ! � Z _ j 2 � ] o _ y j ) \\ \ ® [ ( } � \ } } ( ( ( } \ [ E EL ' . k s � e , eewe : a \ { \ \ j ( / 2xC--> & clop ; » mr ! 2 ` [ i { ( z » % a-,a ( & = , i § ; E : l ; 9 ; er } $ 7 ( o < _ ! ! Vl W N ... O O W J O� to A W N (l '✓] Ix mwm r s W � •F .fir, O ry m R m N m o o n r F F O m x n m Y C-- o � 3 S O m m r � � m � r Z i X m S r C N � d � m 70 m 9 mco c 3 m 0 0 0 C m m t0 A W tD A W O d it . � 2 / f \ ) ) } § ! \ \ / § ( / \ g . » • ` f ! } § { \ (\ \ k \ \ ± ` ; f ) ) \ ° — 7 \ > C, 0 02 ) § \ ƒ ( ! ¢ ƒ � ! ( § ( ( 2 | e ! £ � cl " 2 }\ / ; § : / / § ■ \ \ ® - - k ) ( ) { } § [ § m & § \ / \ � ® • E\ � ! ! E /{ » !{ OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: LEND2785 Builder Name: Landry Homes,LLC. Street: 35810th Street Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: owner' Ezelius Residence Jurisdiction: 2811 DO Design Location: FL,Jacksonville County:: Duval(norde Climate Zone 2) 1. New construction or"isting New(Fmrn Plans) 9, Wall Types(2944.5 sgft,) Ireulation Area 2. Single family or multiple/amity Single-family a.Frame-Wand,Exterior R=19.0 2944.50W b.NIA R= ft 3. Number of upas;it multiple family 1 c.NIA R= ft 4. Number of Bedrooms 4 d.NIA R- h' 5. Is this a worst case? No 10.Ceiling Types (1375.0 sqft.) Insulation Area a.Roof Deck(Unvented) R•22.0 1375.00 ft' 6. Conditioned floor area above grade(ft'] 2785 b.NIA R= ft' Conditioned floor area below grade(ft'J 0 c.N/A R• fl' 11.Ducts R ft' 7. a. U.Fa5(or sgflJ 1.U=0.30n Area a.Sup:Attic,Ret:Attic,AH: 1st floor 6 278.5 e. U-Feetoe D01,U=0.30 313.61 fl' b.Sup: Attic,Rel:Attic,AH:Attic 8 278.5 SHGC: SHGC=0.25 b. U-Factor NIA ft' 12.Cooling systems kBtulhr Efficiency SHGC: a.Central Unit 24.0 SEER-14.00 n U-Fadoc WA ft' In Central Unit 24.0 SEER:14.00 SHGC: 13.Heating systems kBhuhr Efficiency d. U-Factor: NIA ft a.Electric Heat Pump 24.0 HSPF:820 SHGC: b.Electric Heat Pump 24.0 HSPF:8.20 Area Weighted Average Overhang Depth: 5.301 ft. Area Weighted!Average SHGC: 0.250 14.Hot water systems 8. Floor Types (2785.0 sgft.) Insulation Area a.Propane Tankless Cap:1 gallons a.Slab-On-Grace Edge Insulation Rro.O 1375.00 fl b. Conservation features EF:0.860 It.Floor Over Other Space R=0.0 1375.00 fl' None c.other(see details) R= 35.D0 ft' 15.Credits Pala' Total Proposed Modified Loads: 63.60 PASS C C Glass/Floor Area: 0.113 Total Baseline Loads: 74.53 PASS I hereby certify that the plans and specifications covered by Review of the plans and "("E ST,gr this calculation am in compliance with the Florida Energy specifications covered by this r0 a _ FOS, Code. calculation indicates compliance Douglas R. ee w .awm sa.am ,,. ' w o rus mw....-u: with the Florida Energy Code. ren, O PREPARED BY: "rc" """'"°'"` Before construction is completed =' �tiClEl25 - �.rrxmnrosnararusvo' i1 O DATE __ -- this buildingwill be inspected for V• g A compliance with Section 553.908 I hereby certify that this building, as designed,is in compliance Florida Statutes. .� with the Florida Energy Code. , col COO yyy.f4J OWNER/AGENT: BUILDING OFFICIAL: L/ ' DATE _ .. DI/�f �..--. _ _ . DATE: _. ILaZ _- _._ - Compliance requires certification by the air handler 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 teal report in accordance with R402.4.1.2. 1/4/20171:47 PM EnergyGauglUSA-F1aRes2014 Section R<OSa.i Compliant Software Pagel of FORM R405-2014 PROJECT Title: LEN02785 Bedrooms: 4 Address Type: Street Morass Building Type: User Conditioned Area. 1968 Lot# Owner: Ezellus Residence Total Stories: 2 Block/SubDivislon: #of Unns: 1 Worst Case: No PlatBook: Builder Name: Landry Homes,U.C. Rotate Angle: 0 Street: 35610th Street Permit Office: City of Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261900 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, NewlExisting: New(From Plans) Comment: CLIMATE / IECC Design Temp IN Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2,5% linter Summer Degree Days Moisture Range FL,Jacksonville FL JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume - I Blocks 1375 13750 2 Block2 1410 12690 SPACES Number Name Area Volume Kitchen Occupants Bedrooms IMI ID Finished Cooled Heated 1 1st Floor 1375 13750 Yea 1 0 1 Yes Yes Yes 2 2nd Floor 1410 12690 No 3 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-OrnGrade Edge Insulatio 1st Floor 156.9 It 0 13750' __- 1 0 0 2 Floor Over Other Space 2M Floor -_ ---- 13758 0 0.4 0 0.6 3 Raised Floor 2nd Floor ____ ____ 35 M 19 0.3 0 0.7 ROOF / Roof Gable Roof Solar SA Emitt Emid Deck Pitch V # Type Materials Area Area Color Absoc Tested Tested Insul, (deg) 1 Hip Composition shingles 1593 fP 0 M Medium 0.6 No 0.4 No 22 30.3 ATTIIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvenled 0 137511• N N 1/4120171:47 PM EnergyGaugela USA-FlaRes2014 Section R405.4.1 Compllarn So/lware Page 2 of 5 FORM R405-2014 CEILING # Calling Type_ _ _ Space R-Value Ins Type _ Area Framing Frac Truss Type 1 Under Aftm(Unvented) 2nd Floor 0 Blown 1375 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below mt Space Rviiih e.. Fl In___F"n _Area. . _.R-Value Faidioo-Abaoc_Grade% _ 1 N Ebderior Frame-Wood tat Floor 19 13 3 10 132.5 R 0.23 0.75 0 -2 E Exterior Frame-Wood tat Floor 19 2 10 20.0 M 0.23 0.75 0 -3 N Eademar Frame-Wood tat Floor 19 17 9 10 177.5 M 0.23 0.75 0 4 E Exterior Frame-Wood tat Floor 19 43 6 10 435.08 0.23 0.75 0 5 S Exterior Frame-Wood tat Floor 19 18 10 180.0 fi' 0.23 0.75 0 8 S Exterior Frame-Wood tat Floor 19 16 9 10 167.6 1 0.23 0.75 0 -7 W Exterior Frame-Wood 1st Floor 19 23 10 230.0 V 0.23 0.75 0 -8 W Exterior Frame-Wood tat Floor 19 22 6 10 225.0 fi' 0.23 0.75 0 -9 N Exterior Freme-Wood 2nd Floor 19 31 9 279.0 5' 0.23 0.75 0 _10 E Exterior Frame-Wood 2nd Floor 19 45 6 9 409.5 ft' 0.23 0.75 0 11 S Exterior Frame-Wood 2nd Floor 19 31 9 279.0 ft' 0.23 0.75 0 12 W Exterior Frame-Woad 2nd Floor 19 45 6 9 409.5 ft' 0.23 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated tat Floor None .46 5 6 8 33.3 fP WINDOWS Orientation shown is the entered orientation => changed to AS Built rotated 90 de rees / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation IN Shade Screening _ 1 N 1 Vinyl Law-E Double Yes 0.3 0.25 360 ft' 210 in 1ft0 in Drapeslblinda None _ 2 N 3 Vinyl Low-E Double Yes 0.3 0.25 18.0 ft' 7 it 8 in 1 ft 0 in Drapes/blinds None _ 3 N 3 Vicryl Lai Double Yes 0.3 0.25 40.0 IF 7 It 8 in 1 It 0 in Drapeslblinda None _ 4 N 3 Vinyl Low-E Double Yes 0.3 0.25 9.0 ft' 7 it 8 in 1 ft 0 in Drapes/blinds None _ 5 E 4 Vinyl Low-E Double Yes 0.3 0,25 2.3 fi 2 it 0 in 1 It 0 In Drapesfiblinds None _ 6 S 5 Vinyl Low-E Double Yes 0.3 0.25 40.0 ft' 11 ft 81n 1 it 0 in Drapeslblinds None _ 7 S 5 Vinyl Low-E Double Yes 0.3 026 9.0 M 71 it 8 in 7 it 0 in Drapeslblinds None 8 S 5 Vinyl Low-E Double Yes 0.3 0.25 12.9 ft- 11 it 8 in 1 It 0 in Drapeslblinds None 9 S 6 Vinyl Low-E Double Yea 0.3 0.25 17S ft' 2ft01n 180 in Drapesrolinds None 10 S 6 Vinyl Low-E Doubt, Yes 0.3 0.25 6.8 ft' 2 ft 0 in 1 R 0 in Drapeslblitds None _ 11 S 6 Vinyl Low-E Double Yes 0.3 0.25 3.8 ft' 2 it 0 in 1 R 0 in Dr.lo sPolinds None _ 12 W 8 Vinyl Low-E Double Yes 0.3 0.25 7.5 M 6 it 01n 1 R 0 in Drapesrolinds None _ 13 W 6 Vinyl Low-E Double Yes 0.3 0.25 6.8 ft' 6 i 01n 1It0 in Drapea2linds None 14 N 9 Vinyl Lovi Double Yes 0.3 0.25 30.0M 2it0in 1fi0in Drapeslblinds None 15 E 10 Vinyl Low-E Double Yes 0.3 0.25 11.38' 2 I Din 1fi0in Despeslblinds None _ 16 E 10 Vinyl Low-E Double Yes 0.3 0.25 8.5 fit It 0 I 1 It 0 in Drapeslblinda None 17 S 11 Vinyl Low-E Double Yes 0.3 0.25 4.5 M 2 It 0 I i It 0 in Drapeslblinds None 18 S 11 Vinyl Low-E Double Yes 0.3 0.25 30.0 IF 2 R 0 in 7 ft 0 in Drapeslblinda None 1110171:47 PM EnergyGauge®USA-FleRes2014 Section R405.4.1 Compliant Software Page 3 of FORM R405-2014 WINDOWS Orientation shown is the entered orientation => changed to As Built related 90 connotes), _ / Well Overhang V # Omt ID Frame--Pa-nes NFRC U-Factor SHGC Area Depth _Separation__ Int Shade Screening 19 W 12 Vinyl Low-E ouble Yes 0.3 015 21.7 M 2110 in 110 in DrapeslbliMs None INFILTRATION # Scope Method SLA CFM 50 ELA EpLA ACH ACH 50 1 Molehouse Proposed ACH(50) .000622 3084.7 169.34 318.48 .4003 7 HEATING SYSTEM if System Type ._ Subtype _ Efficiency _ _ Capacity Block Duct, 1 Electric Heat Pump Split HSPFS.2 24 kBlulhr 1 sys#1 2 Electric Heat Pump Split HSPF:8.2 24 kBlulhr 2 sys#2 COOLING SYSTEM # System Type _ _ _ _ Subtype _ _ _ _ _ ERciency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:14 24 kBlulhr 720 crm 0.75 1 sys#1 2 Central Unit Split SEER:14 24 k8tumr 720 cfm 0.75 2 sys#2 HOT WATER SYSTEM # __ System Type. SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.86 1 gal 70 gel 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Madel# Collector Model# Area Volume FEF None None fP DUCTS —Supply-- Return-- Air CFM 25 CFM25 HVAC is V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Aftic 6 278S ft Attic 69.625 Default Leakage 1st Floor (Default) (Default) 1 1 2 Attic 6 278.5 ft Attic 69.625 Default Leakage Attic (Default) (Default) 2 2 11420171:47 PM EnergyGaul USA-FlaRes2014 Section R405.4A Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Pmgramaole ThemwstaJimrCt01V FebrCG' I Ceiling Fens: I 77 Ir 7I 77 I0( NOVI0G1 Dee Heating l l Jan H Feb w Mar �I A4pr [ I May tX]Jun [xI Jul Jul ��Aug Au �]Sep Wet �(�Nm [ ]D e Venting Thermostat Schedule: HERS 2008 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(M) AM 7878 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 88 68 68 68 68 68 PM 68 6a 68 66 68 68 fib 68 68 68 66 66 11420171:47 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. 356 10th Street, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 2944.50 ft' b.NIA R= ft' 3. Number of units,If multiple family 1 c.N/A R. fP 4. Number of Bedrooms 4 tl. NIA R= IF 5. Is this a most case? No 10.Gelling Types Insulation Area a.Roof Deck(Unvented) R=22.0 1375.00 ft 6. Conditioned floor area(fl) 1968 b.N/A R= ft 7. lMntlaws" Description Area c.N/A R- ft' a. U-Factor: Del,U=0.30 313.61 M 11.Ducts R fl' a.Sup:Attic,Ret:Attic,AH: 1st Floor 6 278.5 SHGC: BHGC=0.25 b.Sup: Attic,Ret:Attic,AH:Able 6 278.5 b. U-Factor: N/A fl' SHGC: 12.Cooling systems kBlulhr Efficiency c. U-Faclor. N/A ft' a.Central Unit 24.0 SEER:14.00 SHGC: b.Central Unit 24.0 SEER:14.00 tl. N/A fl' SHGC: r: 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 24.0 HSPF:8.20 Area Weighted Average Overhang Depth: 5.301 ft. b.Eledde Heat Pump 24.0 HSPF:8.20 Area Weighted Average SHGC: 0.250 8. Floor Types Insulation Area 14.Hot water systems Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1375.00 ft' a.Propane EF'0.86 b.Floor Over Other Space R=0.01375.00 ft' b. Conservation features c.other(see details) R= 35.00 M None 15.Credits Pstal I certify that this home has complied with the Florida Energy Efficiency Code for Building 1q%E s7xi 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 based on installed Code compliant features. ry b ,a Builder Signature: Date: Q_11411 i2 1i)1 a° Address of New Home: 3 5(o p �-� -3 A4114 -City/FL Zip: 3 2 _3 OWE 'Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "'Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/4120171:47 PM EnergyGauge®USA-FlaRes2014 -Section R405.41 Compliant Sutlwere Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 35610th Street Permit Number: Atlantic Beach,FL MANDATORY REQUIREMENTS See individual code sections for full details. ❑ 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and codified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Statues]requires the EPL display card to be Included as an addendum to each sales contract for both presold and nanpresokl residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. ❑ R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply veth Sections R402.4.1.1 and R402.4.1.2.The sealing methods beMeen dissimilar materials shall allow for differential expansion and contraction. • 8402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. • R4024,L2 Testing. The building or dwelling unit shalt be tested and venfied as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other Infiltration control measures; 2.Dampers including exhaust,intake,makeup aid,backdreft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilatom shall be closed and sealed; 5.Heating and cooling systema,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. O 8402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-filling flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and avenging doors no more than 0.5 dim per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/LS.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. O 11402.4.4Recessed iighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be &rated and labeled as having an air leakage rate not more than 2.0 can(0.944 Lis)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pal pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ R403.1.1 Thermostat provision(Mandatory). Al least one thermostat shall be provided for each separate heating and coaling system. ❑ R403.1.3 Heat pump supplemerdery heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.2.2 Sealing(Mandatory)All duds,air handlers,and filter boxes and building cavities that form the primary or containment passageways for air distribution systems shall be considered duds and planum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in tasting below. Duct tightness shall be vertical by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the fallowing: 1. Post-construction test:Total leakage shall be less than or equal to 4 dim(113 Umin)per 100 square feat(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturers air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 hi of conditioned floor area when tested at a pressure differential of 0.1 Inches w.g.(25Pa)across the system,including the manufacturers air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not installed at time of the test,total leakage shall be less than or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test Is not required for ducts and air handlers located entirety within the building envelope. 2. Duct lasting is not mandatory for buildings complying by Section R405 of this code. 1/4/20171:47 PM EnergyGauge®USA-RaRe52014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ 11403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105`F(41°C) or below 55° (13°C)shall be insulated to a minimum of R-3., 8403.3.1 Protection of piping insulation. ❑ 1403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped Win integral hem haps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat hap or a downward and upward bend of at least 3'A inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403A.4 Water heater efficiencies(Mandatory). 0 R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature se0ings for the intended use.The minimum temperature setting range shall be from 100E to 140 (38"0 to 60`0). • R403.4.4.1.2 Shutdown. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the anergy supplied to the main burners) of combustion types of service water heating systems to be turned off. 0 R403.4d.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Cade,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heatingcalial Solar water heaters shall met the criteria Section R403.4.4.2.1. 1403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criterla: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meats the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or inch other approved means of ventilation, Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for coaling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(it split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Coaling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 1/4/20171:47 PM EnergyGauge®USA-FlaRes2014 -Section 9405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to steel cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature forwater-source equipment),the blower the provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the Indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return ducts)is installed in an unconditioned space. Exceptions: 1. Attached Single.and multi-family residential equipment sizing may be selected so that its cooling capeciry is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capeciry of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section 8403.6.1.1 and the heat pump total cooling capacity shall not be mora than 1.15 times greater than the design cooling load. 8403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. 8403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel healing equipment with natural draft atmospheric burnem shall not be less than the design load calculated in accordance with Section R403.6.1. O R4016.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate coaling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utllzed. ❑ 11403.7 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 8403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-malting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55F,and no Precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 41 ❑ 8403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shalt be in accordance with ANSI/APSP-14. O 8403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. 11403.9.1.1 Gas and oil-fired pool and spa heaters. All gas.and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested In accordance with AHRI 1160,Table 2,Standard Rating Conditions-Law Air Temperature.A test repos from an independent laboratory is required to verity procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a preset schedule shell be installed on all healers and pumps.Heaters,pumps and motors that have bulk in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar.and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O 114M.9.3Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for healing from site-recovered energy,such as a heat pump or solar energy source comported over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently Installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O 11404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of 8-6. O 8405.2.1 Performance ONLY. Ceilings shell have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 114/20171:47 PM EnergyGauge®USA-FleRes2014 -Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: LEND2785 Builder Name: Lendry Homes,LLC. Street: 358 10th Street Permit OKce: City of Atlantic Beach City,State,Zip: Agamic Beach,FL, Permit Number: Owner: Ezellus Residence Jurisdiction: 281100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. I Breaks or joints in the air barrier shall be sealed J 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. I Access openings,drop down stairs or knee wall floors to unconditioned J 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 of exterior walls shall be sealed. 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 windowidoor jambs and framing and skylights and f framing shall be sealetl. N Rim joists Rim joists are insulated and include an air barrier Floors (including above-garege Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfoor 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. f Exposed earth in unvented crawl spaces shall be covered with a Class I v vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to ft, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fxlures installed in the building thermal envelope shall be +, air tight, IC rated, and sealed to the drywall. V Plumbing and wiring Batt insulation shall be cut neatly,to ft around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. �1 Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register bootsHVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have Basketed doors V 11148 PM EnergyGauge®USA-FlaRes2014 Section R4054.1 Compliant Software Page l oft Report Compliance Manual S Com Re Job: LEND2785 Wrightsoft p p Date: 01MS117 1st System By: DRS A/C Masters HVAC, Inc. M5 Tre¢a Roa45ulle 1204,Jacks ,dis.FL32256 Pama:904121-8995 Fa[904722-0944 Project a For: Landry Homes, LLC. 4745 Sutton Park Court, Suite 4503, Jacksonville, FL 32224 Phone: 904-992-2100 Fax: 904-992-2105 Cooling Design Conditions Outdoor design DB: 92.7°F Sensible gain: 15010 Stun Entering coil DB: 77.0°F Outdoor design WB:77.1 OF Latent gain: 4355 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.07 Total gain: 19364 Btuh Indoor RH: 50% Estimated airflow: 740 cfm Manufacturer's Performance Data atActual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0240000A+FB4CNP030L Actual airflow: 740 cfm Sensible capacity: 16150 Btuh 108% of load Latent capacity: 4450 Btuh 102% of load Total capacity: 20600 Btuh 106% of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 32.5"F Heat loss: 21548 Stun Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0240000A+FB4CNP030L Actual airflow: 740 cfm Output capacity: 22200 Btuh 103% of load Capacity balance: 33 OF Supplemental heat required: 0 Stun Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 740 cfm Output capacity: 6.5 kW103%of load Temp. rise: 42 OF Meets are all requirements of ACCA Manual S. 2017Jan0509:37.10 ,cam wrightsofb RiGMSUlaa urheraal 201717.0.08 RSU13255 P.9a1 ACCA GAUM,Hcma.USCo%1.h SIIEzeru¢l.mp Calc-WS F.Door Wao: W Manual S Compliance Report Job: LEND2786 wrightsoft Date: 01105117 2nd System By: DRS AIC Masters HVAC, Inc. 445 Tnsce Road.Supe#201,JecksontlO..FL 32258 Paone:900.122.8995 Fav 504122-8944 Project For: Landry Homes, LLC. 4745 Sutton Park Court, Suite#503, Jacksonville, FL 32224 Phone: 904-992-2100 Fax: 904-992-2105 Cooling Design Conditions Outdoor design DB: 92.7eF Sensible gain: 15779 Btuh Entering coil DB: 77.1 OF Outdoor design WB:77.1 OF Latent gain: 4291 Btuh Entering coil WB: 63.5eF Indoor design DB: 75.0eF Total gain: 20070 Btuh Indoor RH: 50% Estimated airflow: 740 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0240000A+FB4CNP030L Actual airflow: 740 cm Sensible capacity: 16150 Btuh 102%of load Latent capacity: 4450 Btuh 104%of load Total capacity: 20600 Btuh 103% of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 32.57 Heat loss. 21201 Stun Entering coil DS: 69.0'F Indoor design DB: 70.0'F Manufacturer's Performance Data atActual Design Conditions Equipmenttype: Split ASHP Manufacturer: Carrier Model: CH14NB0240000A+FB4CNP030L Actual airflow: 740 cfm Output capacity: 22200 Btuh 105% of load Capacity balance: 33 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 740 cfm Output capacity: 5.9 kW 96%of load Temp. rise: 62 OF Meets are all requirements ofACCA Manual S. wrightsoft• Rl9m-sw.a unm.nel2o1717. 0.0e Rsw2017Jam05083710325e P.ae2 Zti KG9Lendry Homes\MSC135a ID1a SI(aellus).np Ctic-Wg Fmn Doorleces: W Project Summar Job: mLEND2785 WrlghtSOfY Y D •: 01105117 Entire House By: DRS A/C Masters HVAC, Inc. 445 T.e.e R W.S fte t2M,J.ck.o.NN.,FL E256 P�.n.:91 F.s Q0 722-9wl For: Lendry Homes, LLC. 4745 Sutton Park Court, Suite#503, Jacksonville, FL 32224 Phone: 904-992-2100 Fax: 904-992-2105 Notes: 356 10th Street Ezelius Residence Design Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 93 'F Inside db 70 °F Inside db 75 'F Design TO 38 °F Design TO 18 'F Daily range M Relative humidity 50 % Moisture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 35191 Stub Structure 21608 Stun Ducts 7557 Btuh Ducts 9180 Btuh Central vent(0 cfm) 0 Stub Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Stub Equipment load 42749 Stub Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 30788 Stun Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 6300 Stub Ducts 2346 Stub Heating Cooling Central vent (0 cfm) 0 Btuh Area (W) 2785 2785 Equipment latent load 8646 Btuh Volume (ft') 26440 26440 Air changes/hour 0 0 Equipment total load 39434 Btuh Equiv.AN (cfm) 0 0 Req.total capacity at 0.70 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil We AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Stub Healing output 0 Stub Latent cooling 0 Sun Temperature rise 0 F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air Flow factor 0 cWBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat We Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. a + wrlght5i Ripw-sml. UNNw .1201717.0.os Rsm3256 zmr.�.,.os oe:6xe G\LenOryMmmee\MISC\]56101b 51(Ezel'msimp C.-Wil F..Coolr.ce.: w PepeI Project Summar Job: LEND2785 wrightsofY Y Data: 01105/17 1st System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,SuNe#2M JacksonNlle,FL 32256 Phone:904 7228995 Fax BO4-0229914 Prciect Information For: Landry Homes, LLC. 4745 Sutton Park Court, Suite#503, Jacksonville, FL 32224 Phone: 904-992-2100 Fax: 904-992-2105 Notes: 356 10th Street Ezelius Residence Design Informallion Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 'F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TO 18 °F Daily range M Relative humidity 50 % Moisture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17826 Stun Structure 10478 Btuh Duds 3722 Btuh Ducts 4531 Btuh Central vent(0 cfm) 0 Stun Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21548 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 15010 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial)) Stories 1 Structure 3200 Btuh Ducts 1155 Btuh Heating Cooling Central vent 0 dm) 0 Stun Area (fta) 1375 1375 Equipment Is ant load 4355 Btuh Volume (ft-) 13750 13750 Air changes/hour 0 0 Equipment total load 19365 Btuh Equiv.AVF (dm) 0 0 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO240000A Cord CH14NBO240000A AHRI ref 7699864 Coil FB4CNP030L AHRI ref 7699864 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating Input Sensible cooling 15540 Btuh Heating output 22200 Btuh @ 47'F Latent cooling 6660 Btuh Temperature rise 27 °F Total cooling 22200 Btuh Actual air flow 740 dm Actual air flow 740 cfm Air flow factor 0.034 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point= 33 °F Backup: Input=6 kW, Output=22171 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. „r..i. 20174U 66:31:10 '� +L V1r.ytS0ft' RIgM-SubO UnMosal 2017110.00 RSU132M Pege2 RCCA G9LeMry Homes\MSC\356101h 5tlEZNuq.mp Cak=MJO Fmnl Oomrecae: W Project Summar Job: LEND2786 wrightsofY Y Date: 01/06117 2nd System By: DRS A/C Masters HVAC, Inc. HS Treace Road,Suite 9204,JacFsan 11,FLd2256Ppone-.9W422-8995 Fs%904-722.11W Project Information For: Lendry Homes, I.I.C. 4745 Sutton Park Court, Suite#503, Jacksonville, FL 32224 Phone: 904-992-2100 Fax: 904-992-2105 Notes: 356 10th Street Ezelius Residence Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 38 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 51 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17366 Btuh Structure 11130 Stuh Ducts 3835 Btuh Ducts 4649 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21201 Brun Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 15779 Bruin Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 3100 Btuh Ducts 1191 Brun Heating Cooling Central vent(0 cfm) 0 Btuh Area l1410 1410 Equipment latent load 4291 Btuh Volume (ft-) 12690 12690 Air chaues/hour 0 0 Equipment total load 20070 Btuh Equiv.AVF (cfm) 0 0 Req.total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NED240000A Cord CH14NB0240000A AHRI ref 7699864 Coil FB4CNP030L AHRI ref 7699864 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating Input Sensible cooling 15540 Brun Heating output 22200 Btuh @ 47°F Latent cooling 6660 Btuh Temperature rise 27 OF Total cooling 22200 Btuh Actual air flow 740 cfm Actual air flow 740 cfm Air flow factor 0.035 cfm/Btuh Air Bow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point we 33 OF Backup: Input to 6 11 Output=20278 Btuh, 100 AFUE r. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. , Wright8i RigM14Suii Uniwni A 2D1717.0.08 RSU13256 2017Jm-0509 a /t5gEIKG:\Lendry Homes%MSC\3581016S11EzdNsl.mp Cal—Iii Fmnl Dearracea: W wrightsoft• Right-M Worksheet Job: LEND2785 Entire House Dat.: q,lO6l,7 By: DRB AIC Masters HVAC, Inc. M5 Tre¢e Reed.Sulle x204.Jacksonville.FL 32256 Phone:004-722-8995 Fax 904722.6944 1 Room name Entire Home tel System 2 Ex ad well 309.9 X 156.9 X 3 Room height 9.5 R 10.0 X 4 Room dimensions 5 Room are. 2785.0 IF 1375.0 To Ty Construction Uwalue Or H Area (X') Load Are. i tq Load umber (BWhMt4) (Dtub/ftq or pebmeter (X) (Brut) or peraneter Of) stuh) Heat I Cool G.S. I NIPIS Heal Cool Gress NIPIS Heat Cool 6 k/ 12E-0ew 0.888 - - ----� --- --- ---- L�jn -2.55 1.43- 589 468 1163 654 310 20] 528 29] 3A2ov 0.350 n 13.13 10.76 30 0 394 323 a 0 0 0 _ _ 3A-20v 0.350 n _ 13.13 __1.0,78 103 0 1352 __1108_ __ 103 _ 0 1362 '1108 -_ 12E-0 3A.2.v 0.060 e - 2.55 tQ 865 780 1459 1119 455 485 1033 581 11 3A-2ov 0.350 8 13.13 3].30 35 0 459 1305 0 0 0 0 3 Yqy___ x.33` 13.13 37.90 _�0.__ 0 856 1E65 50 ___ES¢ 12E-0ew ..088 a 2.55 1.43 62] 502 1280 T20 348 258 858 3 0 9A@ov 0.350 s 13.13 22.4] 90 a list 2023 90 0 1181 2023 3A-2ow-. _.. __..J!.354�. 1313 2.I] _.. 73 _5 I59 ..__7@ a __5 _. 0 __-p 12E-0sw 0.088 w 2.55 1.43 065 ]42 1692 1065 455 395 1807 567 3A-2ov D.350 w 13.13 37.30 60 0 ]88 2238 60 0 788 2238 U41ov 0.350 w 13.13 37.30 30 0 394 1119 0 0 0 0 flip O.BOD w 32.50 18.12 33 33 743 596 0 0 0 a r260aw 0.091 - D.aD 0.00 0 a - o a --- o"---a - 0 - -o r- --0... -� _ o _-_9 0 P 169.1Sad 0,061 - X00 0-. D ,._ D 0 0 a 0 o X1@-0IJ .0,448 2.12 1_57 .1410 1410 2e@4 .---2211 _ o D - _o. F 19A-12bac 0.065 - 0.00 0.00 0 __ __ 0 0 0 0 0 D D -0 �... 0.0_50 - @8. 0.68 35 35 ..___ a8 _ 24 __0 0 0 0 6 1.358 3 0.00 1375 091 _ 19392 Q, 1375 _205 tOfi23 0 6 c)AED...on 0 0 Envelope los.lgab 35191 17158 17926 9040 12 a) Inrllreuon 00 o g b) Room ventilation o 0 a 0 13 Internal gains: occupmtea 230 5 1150 1 23D Appllanceslolher 3300 1200 Subtotal groes S W 13) 35191 21608 17626 10478 Les.external lead 01 a 0 Leastramed r 0 0 0 0 Redl.tdbudon 0 a 0 0 14 Subtotal 36191 21608 17826 10478 15 Dud beds 21% 42% ]55] 9180 21% 43% 3722 4531 Total ream load 42749 30788 1 215481 15010 Air repuW(dm) 1480 1480 7401 740 . Calculations approved by ACCA to meet all requirements of Manual J Bth Ed. -�Ft +,)2r wa'Iyhlb"i Right-SMels Universal 2017 17.0.09 RSU 13256 2077 ah-05 D9Pea'.10 ^`^^`G%Lendr,HomegMSM3581oth SgEaeaus).mp Calc-Mls Front Door laces: W wrightsorc RightJ®Worksheet Job: LEND2785 Entire House Dec.: 01/05119 By: DRB AIC Masters HVAC, Inc. US Trolls Road,Suite X204,Jseksmid ,FL 32256 Phme:9047224995 Fex 8047229944 1 Roam name 2nd System 2 Exposed was 153.0 fl 3 Room height 9.0 ft 4Roam dimensions 5 Roam ane 1410.0 X' Ty Canal U-velue Or HTM Arca (R') Load Arae Load number (BWhMk'F (Btuhgv) r padnaler 8D (Btuh) r perkneter Heat I Cool Gross NIPS Hest Cool Gross "IS Haat Cool e h}1- 12E4aw - 0.068 n 2.55 1.43 214 249 - - 695- 35]' ---------- -- L-O 3M2ov 0.]50 n 13.13 10]6 30 0 394 923 L-G 3A.2ov __ _ --D_350 n 13.13 joys 0 0 0 0 12E-0sw 0.068 a 2.55 1.43 410 375 958 539 t1 3A-lav 0.350 13.13 ]730 35 0 I58 1J05 a 3 -lav 0.360 a 13.13 37.39.. 0 0 0 0 124-0sw 0.066 s 2.55 1.43 279 244 822 ]Sa 3A-2ov 0.950 a 13.13 224] 0 0 0 0 2E.O 0360 at 2.55 T2,]] 35 04_58 498 _ 3A.2ovw 0.066 w 2.55 1.43 Blit 307 885 498 3A-2oy 0.350 w 1].13 3].30 0 0 0 0 ]A-2ov 0.350 w 13.13 3].30 30 0 394 1119 11Jo 0.600 w 2250 18.12 33 33 743 588 _ 12C-Dow 0.091 D.Do 0.00 0 0 0 D 11,19 �6 0 999_...__._�_-_s____ P 'aas o 1 - gDa _0.00 __..__0 0 __.__. . {� _ 18Xi_9_9.d 0408 n 212_ 1.,64 _. -,_ 1Lf0 1410 ___29Q4..._. 1 _._. F 19A-13bsc 0.065 0.00 0.00 0 0 0 D _ F 20P-1 91 X0¢0 - 1 88 _ 0.88 @: ] 88 t F. . 22A9ph1358 n 50.93 0 1)2 8759 6 dAEDexdMmon 0 Envelope loss/,sin 17366 8110 12 el Intonation 0 0 b) Room ventlelpn 0 0 13 Internal gains: Occupants® 230 4 920 Appllancee/Wher 2100 Subtotal Bines 6 to 13) 1]388 11130 Lease sM.11oad D 0 LOas transfer 0 0 Redistribution 0 0 14 Subbtel 17386 11130 15 Dud loadn 22% I2% 9835 4849 Total mom load 21201 15779 Air required(dm) 740 740 Calculations approved by AC CA to meet all requirements of Manual J 8th Ed. �i -1sk- WrIQhb01Y Ri9M-Suheb Unearned 2017 17.0.08 RSU13256 201)Jm-05Car:e1e10 .4GGT G'.\LendryHomesWSC13561Ph St(Eselius).rvp Cale-M.8Fant Ooorfeces: W e wrightsoft, Right-JO Worksheet Job: LENDV85 Date: 01/05117 1st System 6y: ons AIC Masters HVAC, Inc. MS Tmace Roeq Suile#204,Jecksmulls,FL 32256 PM1one'.904722-09911 Fac 8047288944 I Room name Isl System tat Flom 2 Exposed wall 156.9 N 156.9 ft 3 Room height 10.0 ft 10.0 It neaVco01 4 Roomblmenerms 1375.0 x 1.0 X 5 Roam gree 1375.0 f2 1375.0 Xe Ty Conalmdbn V-value Or HTM Areamil') Loetl Area 8t9 Loaf umber (BtuM1Rli°F (BtuhNtO permeter (X) (atuM1) or petlmeler 4t) (BWM1) Heat Cool N/PIS Heat Co01 Gmsa WPIS Heat Co.[ fi Y�' 12 -0v 0.000 2.55 1.43 30a 520 397 310 207 528 3 0 I-G 3A-2ov 0.350 0.00 0.00 0 0 0 0 0 0 01-� 3AQ0v0.350 _a 12.16 10.78 0 135] __ 1108 455 0 1053 _ 1100 2.55 1.I3 405 10]] 581 455 405 1023 591 11 3A-2ov 0,350 0.00 0.00 0 0 0 0 0 0 0ee3A-3o=_ _0350_e_. 12.13 . 1885 __ 50 _ 0_ _656185512E-0aw 0.066 a 2.55 t4J 258 668 370 346 258 669 ]]0 3A.2. 0.350 13.13 2247 0 1181 2023 90 0 1181 2023 a:8242.._. _.___ 435 __OAS 0.99 5 __._1 .9 0 __5 0 9 3A-20V 1350 W 2.55 7.30 395 1007 538 455 296 1007 587 3A-20V 0.350 w 13.13 37.]0 60 0 788 2238 80 0 798 2230 3M3ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 �D 1120 0.600 w 0.00 0.00 0 0 0 0 0 0- 0 0 1200•w 4.0e1 - b.lio 0,00 _- 6 01 0 0 0 o a ilip 0.60t __9.49. OM ...0 9 _Q....._ _- P 1 65-1kad0,061 0_00. 0,00 0 0 ___ 0. 0 c__ 19�i9y. B n 0,00_. 000 _ ...0 0 0 __ o _p o__ __o _ 0 F 1."-i..p 0.065 - 0.00 0.00 0 _._ 0 0 ._ 0 0 0 0 0 top-tom_ ..._ _0.450 000- 949 ___ 9 9 ___ - o __ Q.__.-o -=0_ 4 ...__ F_, -t 56 -a5423 000 _IJ75 209 10623 0 13]. _ 209 10623 6 c)AEO axwraion D 1 0 Envelope losslgein 17026 9048 17628 8048 12 a) 1nO8ralion 00 0 0 b) Roomventladon 0 0 0 0 13 Internal gains: O=pantsC 230 1 2301 360 Appllancealother 1200 1200 Subtotal limes 6 to 13) 443% �;;� 17828 10478 Lessextemalloetl 0 0 Less transfer a 9 R-distbLudon 0 4 14 Subtotal 17626 10478 15 Dud bad% 21% 31% 43% 3722 4531 Totalmem bad 21548 15010To '- (dm) 740 740 CaloulaCo S approved by ACCA to meet all requirements of Manual J 8th Ed. wrl hbof[° 201TJan050037:10 > G nOry HomOe%\fNSC\35810m BIIEzel�l.rup Calle-W8 OFmnl Dwnc�ea: W Page, °l�Ih wrightsoft• RightJ®Worksheet Job: LEND2785 2nd System Date: 01105117 Y By: DRS AIC Masters HVAC, Inc. 445 Tnece Read,Sure 1204, Moo ood..FL 32256 PM1Dne:904-722-0985 Fu 901-722-OW 1 Roam name 2nd System 2nd Floor 2 Eapoaed wall 153.0 H 153.0 H 3 Room height 9.0 X 9.0 it hut/wol 4 Room tlhnenfione 1410.0 s 1.0 X 5 Room area 1410.0 X• 1410.0 IN Ty Col..albn Goelue Or HTM Ane 1X9 LDetl Ane (X� Load umber (atuM1MS°F (BW M1IXq r perimeter (H) (Blah) oe pefNneter (II) (BNF) Heel Cool Gmss NIPIS Heat Cool Gnu NIPIS Heal Coal 641 13�w _- _ -0.068 __-- - _._ __._. _ .. LL1�3 n -- 2.55 1 d3 2)9 249 635 35) 2]9 248 635 357 3A-2ov 0.350 13.13 1076 30 0 394 323 30 0 394 323 3A-2ov OJ50 _ 0.00 000 0 0 0 0 __ 0_ _ 0 _ 0 0 12E-OSW 0.'ad a 2.55 1.43 410 375 956 538 410 375 956 538 11 3A-20V 0.350 13.13 37.30 35 0 459 1305 35 0 458 1305 alloy _ 0.350 a 0.00 0,00 0 _0 0 __p ....-_ 0_ 0 12E-0ew 0.068 a 2.55 1 43 279 - 244 622 350 279 244 622 350 3A-2ov 0.360 a 0.00 0.00 0 0 0 0 0 0 0 0 3 v __ ___ 0350_). 12.15 224].... __15 0 .._....5 _.Vie] _ 35 0 ..559 787 ._- ,2-"ov 0.058 2.55 1.43 110 347 805 199 410 347 885 488 ��JJJ w �--G 3A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 `,DG 9A-20v ge35 0ed w 12.13 3].30 90 0 394 1119 30 0 394 1118 11 J0 0.800 w 2250 _16.12 33 33 743 __5.98 _ 33 33 74 __5_96 12". - 0.091 0.00 0.00 0 0 0 0 -- 0 0 - 0 0 11_1_0 _ 0,600 5.... _JUA Q__._......Q_ 0 P 1fiB_15a_d 0.Del __=__O,QR,,..__400 _ 0 _ 0 0 0 _. 0 C 16%19-0etl 0408 o ._212_. 157 _._1410 1410 _ . 2994 21 __.1410 1410_. 2994 _2111 F 19A 131, cq 0.065 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-191 - 0.050 ...1.88 . 068 _. 33 35__ __ Q@.._ 4 _ 35 35 66 _25_ F 22A-tph ^.352 n 50.93 000 __D 172 _,._727 0 _ 0 1 T 8759 0 e c)AED excursion 0 0 Envelope ladl,am 17388 silo 17388 8110 12 q Withy Wn 00 0 0 le) Roorriwonetlen 0 0 0 0 13 Internal gelne: 0coupaote® 230 4 920 4 920 Applienavalotber 2100 2100 Subtotal Qines 6 to 13) 17366 11130 17366 11130 Lee:::*Memel load 0o 0a 0a 0o Letransfer RadisNbuuon o 0 0 0 14 Subtotal 1]366 111]0 1]36611130 15 0.0bade 22% 42% 3835 4849 32% 42% ]8]5 4549 retel room lose 212% 15]7921201 15779 Air nqubetl(Nm7 740 740 740 ]40 Calculations approved by ACCA to meet all requirements of Manual J eth Ed. £ +)r WrlphtiOfC RigbpSWUB unlwnel 201717.0.0.Rsu 13256 20174xW5 Pagea P G9Lentlry HomesMSM356 into SgExeWs).mp Cab-WO From Ooorfaco: W BuildingAnalysis Job: LEND2786 Wrightsoft' Y Dm•: 0110l Entire House By: DRS AIC Masters HVAC, Inc. N5Trnce RDed,Sulle#204,Ja onalle,FL02256PImne:904722-8995 Fac904-7228944 Project I For: Landry Homes, I.I.C. 4745 Sutton Park Court, Suite#503, Jacksonville, FL 32224 Phone: 904-992-2100 Fax: 904-992-2105 Design C• 4 Location: Indoor: Heating Cooling Jacksonville IntIAP, FL, US Indoor temperature (°F) 70 75 Elevation: 33 ft Design TD (°F) 38 18 Latitude: 30°N Relative humidity (% 30 50 Outdoor: Heating Cooling Moisture difference gr/Ib) 11.0 51.2 Dry bulb (°F) 33 93 Infiltration: Daily range ((°F) 18 ( M ) Method Detailed Wet bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Component Btuh/ft' Btuh %of load Walls 2.6 6324 14.8 Glazing 13.1 5683 13.3 Doors 22.5 743 1.7 Ceilings 2.1 2994 7.0 _ Floors 13.8 19448 45.5 Infiltration 0 0 0 Ducts 7557 17.7 Piping 0 0 �...: Humidification 0 0 Ventilation 0 0 Adjustments 0 Total1 1 427491 100.0 Component Btuh/ft2 Btuh % of load Walls 1.4 3558 11.6 Glazing 24.9 10767 35.0 Doors 18.1 598 1.9 Ceilings 1.6 2211 7.2 Floors 0.0 24 0.1 Infiltration 0 0 0 Ducts 9180 29.8 Ventilation 0 0 v°°, ---DW Internal gains 4450 14.5 Blower 0 0 Adjustments 0 Total 307881 100.0 Latent Cooling Load as 8646 Btuh Overall U-value= 0.249 Btuh/tt2--°F WARNING: suspicious slab-on-grade floor perimeter in 2nd Floor, wri ht it 20174a"S WX 12 t 9 Right-SUIIed Universal 2017 PAA6 RSUIN56 Pagel G400d,HDmeaVa5C3561%b 511Ezel4sl.rv, Calc=We Fmnl Oeml•cea: W Building Analysis Job: LEND2786 wrightsoft' g y on•: 011i 1st System By: oas A/C Masters HVAC, Inc. 445 Tres ca Road,Suite 9204,Jack son Nile,F-32256 Phone:904-022.8995 Fax 904-022-9844 Project Information For: Landry Homes, LLC. 4745 Sutton Park Court, Suite#503, Jacksonville, FL 32224 Phone: 904-992-2100 Fax 904-992-2105 Design C• F Location: Indoor: Heating Cooling Jacksonville IntIAP, FL, US Indoor temperature (°F) 70 75 Elevation: 33 It Design TD (°F) 38 18 Latitude: 30°N Relative humidity (% 30 50 Outdoor: Heating Cooling Moisture difference gr/Ib) 11.0 51.2 Dry bulb (°F) 33 93 Infiltration: Daily range ((°F) - 18 ( M ) Method Detailed We bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 Component Btuh/ft' Bluth 'i of load Walls 2.6 3226 15.0 "°°' Glazing 13.1 3977 18.5 Doors 0 0 0 Ceilings 0 0 0 Floors 7.7 10623 49.3 s°_°_ - Infiltration 0 0 0 Ducts 3722 17.3 Piping 0 0 Humidification 0 0 Ventilation 0 0 rrn Adjustments 0 Total1 1 216481 100.0 Component Stuh/f- Btuh %of load Walls 1.4 1815 12.1 Glazing 23.9 7233 48.2 Doors 0 0 0 Ceilings 0 0 0 i Floors 0 0 0 Infiltration 0 0 0 Ducts 4531 30.2 Ventilation 0 0 Internal gains 1430 9.5 Blower 0 0 Adjustments 0 TotalI 1 160101 100.0 Latent Cooling Load =4355 Btuh Overall U-value= 0.162 Btuh/ft?°F WARNING: suspicious slab-on-grade floor perimeter in 1 st Floor. wri htsoft' 2017denA509:37:12 L� 9 ROM-Suileb Universal 2017 17.0.08 RSUIN56 ledge ALGA 0liandry HomesIMI SM356101h StsZelur)i Cole=Mi6 Frenl Door laces: W Building Analysis Job: LEND2786 WrightsOft' g Y Date: 81/85117 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tmca Rwd.&Ite Q".JecksmOle.FL32256 PBOM:90F72245995 Fex 904722.8944 Project Information For: Landry Homes, LLC. 4745 Sutton Park Court, Suite#503, Jacksonville, FL 32224 Phone: 904-992-2100 Fax: 904-992-2105 Design Location: Indoor: Heating Cooling Jacksonville Intl AP, FL, US Indoor temperature ('F) 70 75 Elevation: 33 ft Design TD ('F) 38 18 Latitude: 30'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 11.0 51.2 Dry bulb ('F) 33 93 Infiltration: Daily range ('F) - 18 (M ) Method Detailed Wet bulb ('F) 77 Shielding 3 (partial) Wnd speed (mph) 15.0 7.5 Stories 1 Component Btuh/ft- Btuh % of load Walls 2.6 3098 14.6 Glazing 13.1 1706 8.0 Doors 22.5 743 3.5 Ceilings 2.1 2994 14.1 Floors 252.1 8825 41.6 Infiltration 0 0 0 Ducts 3835 18.1 Piping 0 0 ew.' Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 212011 100.0 • • Component Bloh/ftB Btuh % of load Walls 1.4 1743 11.0 m� Glazing 27.2 3533 22.4 Doors 18.1 598 3.8 Ceilings 1.6 2211 14.0 Floors 0.7 24 0.2 Infiltration 0 0 0 Ducts 4649 29.5 Ventilation 0 0 Internal gains 3020 19.1 Blower 0 0 0,.. Adjustments 0 Total1 1 157791 100.0 Latent Cooling Load=4291 Stuff Overall U-value = 0.340 Btuh/fte-'F WARNING: suspicious slab-on-grade floor perimeter in 2nd Floor. Wfl ht5ii R017JeM50B:J7:13 i� 9 RiB�lSUI1M 11nIwne1201]17.0.OB RSUI]256 pa9eJ �1CiQ�GAi Homes\MSC1356101B SuEZefli CaIc=MJS i Dwl laces: W » < | | , _ $\! rolll pul ��« . ` \ \ — : %§ E � i Alpine, an ITW Company u e,14 a C �6' 2600 Lala Orange Drive suite 150 OrlaMo FL 32637 JV Florida Engineering Certificate,of Autborivatioa Numb<v 0 278 D tip' s Florida Certificate ofPmduct Approval N FL1999 f S • Page loft Document lD:IVT0235-2063010182] � ..'s � 1n�O�•• Truss Fabricator Lucher On ibe ted Job Identification: 620988-(EZELIUS RES. )356 10TH ST. DUVAL CTY -- ATLANTIC�E�R, (1808 EL18`R�1. )3 Toss Count g Model Cada Florida Building Code Stn Edition (2014) 91j� pPG`�J Trus criteria TPI-2007(STD) 'roti(�• ..••�� Engtu«ri�8ofhvarc. Alpine Soften re,Version 15.01. 'racy PL Structure]Engineer of Record: LUIS PONTICO 53311 •wufmluew`° Address: 496 OSCEOLA AVE JACKSONVILLE, FL, 32250 minimum Design Loads: Roof - 37.0 PSF P 1.25 Duration Floor - N/A m.r.e.•),o n.at�i. .na.� Rind - 130 MPH ASCE 7-10 -Closed Notes: 08/3012016 1. Detera4 nation as to the suitability of these truss cowponents for the Douglas Fleming structure is the responsibility of the building designer/engineer of -Tmss Design Engineer. record, as defined in ANSI/TPI 1 2. The drawing date sham on this index sheet Must (retch the date short 2600 Lake Oranb Dr,Suite 150 on the individual truss marpenent drawing. Orlando FL,32837 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Lubber Unlintited 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. 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Florida Engineering Certificate of Authorimation Number:02]g ` V Florida Certificate of Product Approval N FL 1999 dy �•J SE•• Page 1 of l Document ID:I VTO235-ZO330093121 Lye 0. 849 Is Truss Fabricntar: Lester Utilities ted c • /la e Job Identification: 620986-(EZELIUS RES. )356 10TH ST. DUVAL CTY -- ATLANTIC EACRlc{16� ELIJS ;3 Tress Conn. 16 "� 999 jj ef333 e Model Code: Florida Building Code 5th Edition (2014) -49©'• P•, •��a Truss Crimria: TPI-2007(STD) Z'cFsi Engineering Software: Alpine Software,Versian 15.01. eo / 4 swcmral Engineer of Record: LUIS PON7100 53311 mgwle. Address: 496 OSCEOLA AVE JACKSONVILLE, FL, 32250 .....,om..a,.,..a Minimum Design Loads: Roof - NIA vn�vr vnmea wwwut•.uiena eip...eurc mme ee Floor - 55.0 PSF p 1.00 Duration ..,n.e„nvu.e,in.•i e.nrcm....nm. Wind - 130 NPH ASCE 7-10 -Closed Nom.: 08/108016 1. Determination as to the suitability of these truss collpinents 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 shown on this index sheet exist notch the data shown 2400 Late Orange Dr,Suite 150 on the individual truss component drawing. Orlando FL,32881 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Letter Unlimited 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 show on attached drawings; the drawing number is preceded by: HCUSR235 Details: STRBRIBR-DEFLCAMB- 8 Ref Descriptive DrawingN Date 1 32589--F8 1fi243056 08/30/16 2 12570--F9 16243057 08/30/ifi 3 12571--FIB 16243058 08/30/16 4 32572--FIT 16243059 08/30/16 5 32573--F12 16243060 08/30/16 6 12574--F13 16243071 00/30/16 7 32575--F13A 16243061 08/30/16 8 32516-414 16243062 08/30/16 9 32577-415 16243063 08/30/16 10 32578-416 16243064 08/30/16 11 32579-417 16243065 08/30/16 12 32580-418 16243066 08/30/16 13 32581-419 16243067 08/30/16 14 32582-420 16243068 08/30/16 15 32583--FT021-2PLY 16243069 08/30/16 16 32584--FT022-2PLY 16291070 08/30/18 T r O =- y m . I my m r. p�pq z^ m 9 W X aaw a• ry u r x A A 8 Imn � III III 19 i 5 o r w R [[ILII SII a E w > naz�� ^ o m N jji ;"aEeses. z f; m • __995. E_S.J — � - i' i`i dpi fgjHYe N n A m O A o �4 _it Yea er H^�� $• a � o .. 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BPoCK P/,YERBPRIGA. .. . . NOTES CONTRTUN VIXIRTERo� Rory 1. THIS IS A BOUNDARY AND 27 14 H� J2 TOPOGRAPHIC SURVEY 1 % TWO STORY2. INTERIOR ANGLES AS PER FRAME GARAG AE �o m FIELD SURVEY AS FOLLOWS: p 9t A = 9011'10" 12'vA ,u FINISHED n o Rid B = 89'45'10" FLOOR C = 89.48'20" ELEV.=10.91 0 D = 9015'20" 27 D' ❑ I14q 3. NORTH ARROW PROTRACTED d.��pp##PP FROM PLAT. 8. ry Ory o>o' oo'c(b�o4. NO BUILDING RESTRICTION C o, o.eg LINES PER PLAT. 5. BENCHMARK USED IS A MAG FOUND s\e" a. B wood 50.00 FOUND 1\7 RON AIL IN THE EDGE OF DEBAR, NO CAP FENCE O'4 PIPE, NO CAP PAVEMENT ADJACENT TO 49.85' FIELD T. WOODRESIDENCE Na.366. FENCE ELEVATION-9.27 (N.G.V.D. 1929) LOT 28 LOT 26 LOT 24 g L p C K 12 p 1p 20 40 SCALE: 1" = 20' _ THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL CHANCE THIS SURVEY WAS MADE FOR "iHk BENEFIT OF FLOODPLAIN) AS DETERMINED FROM THE PER OLOF EZ LIUS AND MARITA EZEUS, FLOOD INSURANCE RATE MAP COMMUNITY ss , PANEL No. 12REVISED JUNE DUVAL COU 3, 2013 FOR DUVAL COUNTY, FLORIDA. REVISED FINAL SURVEY— DONN W. BOATWRIGHT, P.S.M. 'NOT VALID MTHOUT TIE SIGNATURE AND 1HE OCTOBER 7, 2015 FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 ORIGINAL RAISED SEAL OF A RORIUA LICENSED FINAL SURVEY- SURVEYGR AND NAPPER.' DECEMBER 17, 2014 FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE: OCTOBER 30, 2013 DRAWN BY: PCP 1500 ROBERTS DRIVE SHEET 1 OF FILE #: 2015-1240 JACKSONVILLE BEACH, FLORIDA 241-8550 y¢= Ltlrjr CITY OF ATLANTIC BEACH t J Ol800 Seminole Road .l Atlantic Beach,Florida 32233 s) Telephone(904)247-5800 U -" FAX(904)247-5845 it � REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: qZZ__7h /-7 Received by: Resubmitted: Permit Ntmtber: — 3 — _ Original Plans Examiner: Lok Qo4w Pro'ect Nne: [L r Z In Project Address: L L 84 Contractor. Contact Name: Contact Phone : q04 — n -- WOS Contact e-mail: Revision/Plan Cheek/Permit Fee(s)Due: $ 50,00 Desert tion of Pro osed Revision to Existin Permit: rr II __ I W0. 'IpW1/K 6) QC4 �0/1� Additional Increase in Building Value: $ ' Additional S.F. I--- Site Plan Revised: Public W/U Approval: By signing below.I(print none) affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent(Contcsclor must sign if increase in valuation) Date /� n 1 Office Use Only pate: -I'r7'I^/ Approved:. _ Rejected. Notified by: _ Plan Review Comments: Dcn '�en b si - 7FireSewims nt review required Yes Zoning Plans Examiner nistmtorSks (1,a /tiesety Date aeuaaunsne..3s General Notes VERIFY ALL DIMENSIONS AND _ _ I Ot h_ STREET `°"°m°"5. _ rL _ _ _ ALL aMENSIONs ARE MEASURED 40'RIGHT OF WAY PAVED PUBLIC ROAD TO FACE OF BLOCK FACE OF FRAMING MEMBERS-UNLE55 PLACE EXISTING BRICK OTHERWISE NOTED. WITH TURF BLOCKS _ -w EOP ALL NEW PLUMBING PICTURES, TILE,LIGHTING FIXTURES. ,{ CABINETRY,APPUANCF5 AND FOUND I\2'IRON PIPE ., r �I, a y,` F `7� In FOUND I/2'IKON PIPE.CAP FLOOR COVERINGS TO BE No CAF V IUEGIett 5ELECIED AND APPROVED BY P }( OWNERS BASED ON + I 600.001 CONTRACTOR PROVIDED ! ALLOWANCES. 4, HVAC SYSTEM REQUIREMENTS TO BE DETERMINED BY OTHERS. LOT AREA CALCULATIONS a } - OT -5 i TOTAL LOT AREA 6,500 SQUARE FEET " Ort-O-let o I W STRUCTURAL SYSTEMS t ® p ! REQUIREMENTS TO BE DESIGNED NEW COVERED PORCH NEW RESIDENCE 1375 SQUARE FEET f DETERMINED BY OTHERS. ,o. l.L DRIVEWAY<PATIO l I DESIGNER ASSUMES NO LIABILITY PERVIOUS PAVERS @ 50% 768 SQUARE FELT _ _ I FOR ERRORS OR OMI5510N5 IN NEW FRONT PORCH 263 SQUARE FEET �� BUILDING PLANS.CONTRACTOR TO NEW REAR PORCH 169 SQUARE FEET VERIPf THAT SCOPE OF WORK ALL PJC PADS 30 SQUARE FEET :T� �i-t I" - T- MEETS ALL APPLICABLE CODES NEW REAR STOOP 16 SQUARE FEET N Imo_ T_ 0.2' I r n PRIOR TO COMMENCEMENT OF EXISTING 2 STOWGARAGE 608 SQUARE FEET I _-a- NEW TWO 01T ! E \J J WO TOTAL LOT COVERAGE 3.229 SQUARE FEET �. '-I-� STORY FRAME _ ! %OF LOT COVERED 49.6% - RESIDENCE wNx No.356 l r -t - I - AC I 2.67-1 - Lu Lot Description: Lu LOT 25,BLOCK 12,PLAT No. 1,SUBDIVISION O - t +!� r} IO u ! "A",ATLANTIC BEACH,AS RECORDED IN PLAT BOOK 5,PAGE 69 OF THE CURRENT PUBLIC n O I IO - I RECORDS OF DUVAL COUNTY,FLORIDA. N i c new ICO o I e droop porch 12 I 1 \ �f ! I � I LOT 23 32'OAK ,y 3G'OAK LOT 27 O No. Revision/Issue Date i pervious pavers I "�.o, NOTES THI5 15 A BOUNDARY SURVEY o INTERIOR ANGLES AS PER FIELD i SURVEY AS FOLLOWS: A=90°11'10" s I B=59'45'10" EXISTING i C=89°48'20" 12'PALM i L---2 STORY FRAME _ 'o D= 90'15'20" - GARAGE + NORTH ARROW PROTRACTED FROM rn— Survey Information Provided By: I I NO BUILDING RESTRICTION LINES PER JOHN ROWAN DF51GN, INC. Donn W.Boa ht,P.5p.M9 + �- -_- I PLAT. 5 GUANA DRIVE Fla. LIc,Surveyor and Ma r No.L5 3295 I M 1O'bmW,ng rohxho lire ❑, - Fla,Llc.Suryn <Ma 1 Business No.LB 3672 C I 12 (904)PONT59-7VEDRBEACH, FL Ph:241-8550 8 ! 1 r C K oq (904) 759-7087 THE PROPERTY 5HOWN HEREON APPEARS ®-— TO LIE IN FLOOD ZONE'X'(AREA OUTSIDE FOUND 5W REAAK NO O.3 6' 50. OI FOUND I\2'IRON PIPE, THE 0.2%ANNUAL CHANCE FLOOD PLAIN) CAP PENCE49.85'FIELD o.sNO CAP AS DETERMINED FROM THE FLOOD I s v000 � INSURANCE RATE MAP COMMUNITY PANEL FENCE EZELIUS RREESIDENCE No. 12031 C0409H,REVISED JUNE 3, LOT 2G LOT 24 I 356 I OTH STREET 2013 FOR DUVAL COUNTY,FLORIDA. LOT 28 --_ l � ATLANTIC BEACH, FL K 12 O - Vehicle Parking Space ® 51TE PLAN port-o-let EG51HIELET5 SITE PLAN 2015-00171 2/7/1 6 SCALE I•=I OI"_!O' General Notes VERIFY ALL DIMEN51ON5 AND {- CONDITIONS. _I O 1i h 5_T RE E_T ALL DIMEN51ON5 ARE MEASURED 40'RIGHT OF WAY PAVED PUBLIC ROAD TO FACE OF BLOCK FACE OF FRAMING MEMBERS-UNLESS OTHERWISE NOTED. REPLACE EXISTING BRICK WITH TURF BLOCKS ALL NEW PWM51NG FIXTURES. EOP TILE,LIGHTING FIXTURES. --—---- ------ CABINETRY.APPLIANCES AND 49.99'FIELD FLOOR COVERINGS TO BE FOUND 112'IRON RPF - - C2 FOUND I/2'IRON PIPE,CAP 5ELECTED AND APPROVED BY NO CAF 50.00' LJ IUFGIBif OWNERS BASED ON CONTRACTOR PROVIDED 600.00' j ALLOWANCES. HVAC 5Y5TEM REQUIREMENTS TO BE DETERMINED BY OTHERS. LOT AREA CALCULATION5 LOT 25 I STRUCTURAL SYSTEMS E TOTAL LOT 6,500 SQUARE FEET I W REQUIREMENT5 TO BE DE5IGNED j /\ 4 DETERMINED BY OTHERS. NEW RESIDEN 1375 SQUARE FEET NEW COV.RED PORCH I DESIGNER ASSUMES NO LIABILITY ? DRIVEWAY t PATIO I � FOR ERRORS OR OMISSIONS IN PERVIOUS PA ER5 @ 50% 765 SQUARE FEET c BUILDING PLAN5.CONTRACTOR TO - Q VERIFY THAT 5COPE OF WORK NEW FRONT PC RCH 263 5QUARE FEET NEW REAR POF CH 169 SQUARE FELT _ �- j MEET5 ALL APPLICABLE CODES ALL A/C PAD5 30 SQUARE FEET ? j I.._ PRIOR TO COMMENCEMENT OF NEW REAR 5TC OP 16 SQUARE FEETI 0.2 WORK EXISTING 2 5T RY GARAGE 608 5QUARE FEET _' NEW TWO i - _ 0'T I-T T V J TOTAL LOT CC VERAGE 3,229 5QUARE FEET - STORY FRAME TI Q % LOT CO RED 49.6% BRICK RESIDENCE 7 i O No 356 �' I AC 2.6 Lot De5crlption: 9 - �O 9 ; W w w i. w LOT 25, BLOCK 12,PLAT No. I,SUBDIVISION FL O i 10 1 "A",ATLANTIC BEACH,AS RECORDED IN PIAT pY — ! j co BOOK 5,PAGE 69 OF THE CURRENT PUBLIC RECORD OF DUVAL COUNTY,FLORIDA, c��t m I covered Im m convete stoop porch }} j 1 I ( I iO I LOT 23 - No. Revision/Issue Oaie LOT 27 pps0 32 ONC 30OAK �y I O .'.pEMCDS p�VCfS w».a co"wnw NOTES e� TH15 15 A BOUNDARY SURVEY i INTERIOR ANGLES AS PER FIELD r { SURVEY AS FOLLOWS: A= 90°1 1'10' 7 I B=89°45'1 C" E115TING C=89°48'20' I2•PA1Mi t 2STORYFRAME GARAGE 5'20"90'D=90°1 5'20" SUrve Information Provided i - NORTH ARROW PROTRACTED FROM ^^ PLAT. JOHN ROWAN DESIGN, INC. Donn W.Boatwng ,P.S.M. t l AC I NO BUILDING RESTRICTION LINES PER 5 GUANA DRIVE Fla.Llc.Surveyor nd Mapper No.L5 3295 I *=— PST' PONTE VEDRA BEACH, FL Fla.Lic.Surveying Mapping BU51nc55 No.LB 3672 g AREA'A T I (904)759-7087 of Ph: 241-8550 2' 0.91 THE PROPERTY 5HOV N HEREON APPEARS5O. O' TO LIE IN FLOOD ZONE"X"(AREA OUTSIDE FOUND S6'B•REBAR,NO 0,3- OOD FOUND 112'IRON PIPE, FENCE 4955'FIELD 0.4' NO CAP THE ANNUAL.0 ATHE FLOOD PLAIN) CAP D . C i EZELIU5 U51DENCE AS DETERMINED FR THE FLOOD c'r�ooD INSURANCE RATE MAP COMMUNITY PANEL rENCE - 35G I OTH STREET No. 1203 1 CO409H,REVISED JUNE 3, LOT 26 I LOT 24 ATLANTIC BEACH, FL 2013 FOR DUVAL COUNTY,FLORIDA. LOT 28 12 E3 L C C K DRAINAGE PLAN 2015-0017 DRAINAGE PLAN ° 12/716 (�- SCALE 1'=10 �k1"=10, OF .6 5HEET5 i TYPICAL HEADS NA J I` DESIGN SPECIFICATIONS USP CONNETORS 0.131X3 TOE NAILS DESIGN CODE: COMPONENTS & CLADDING GA.ZAGE DOOR PRESSURES UPLIFT TYPICAL STUD NaLING: 2X6, 2x8 = (5) NAILS 2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PSF CONNECTOR FASTENERS FL# CODE 2x10, 2x12 = (7) NAILS '-0" MIN. SPLICE LENGTHTYPICAL TOP PLATE NAILING: SYP SPF 0.131x3" END NAILS: 9" LVL, 11" LVL = (7) NAILS ., DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, INTERIOR EDGE STRIP (PSF): 1 CAR +22 9 (2) 0 2x4, 14" LVL, 16" LVL = (9) NAILS l (16 SPACED" NAILS FASTEN ALL TOP PLATES TRIBUTARY UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) GARAGE USP A35 450 450 (9)10 ix1' 2" (3) ® 2x6, TOGETHER w/ (3) ROWS ZONE (PSF) a = 4'-6" DOOR DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -27.7 +25.6 -34.2 (8'x7') -25'0 USP RT7 585 . 495 5 8 EA. END (4) ® 2x8• SYP 2 OF .131x3 0 12" O.C. STAGGARD. 10 t SYP#2 DBL. HEADER, h� RQOF FLOOR 2 CAR USP RT8A 775 650 (5)1 dx1 /2 •EA: END TYPICAL WALL FRAMING NOTES 4'-0" IN. +21.8 ROOF SHEATHING, FULL HEIGHT ANCHOR 6"MAX. TOP PLATE PER PLAN , ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE USP MTW12 1195 860 (7)1 dx1'/z" EA. END 1. USE SPF#2' OR BETTER FO SEE SPECIFICATIONS EITHER SIDE OF PLATE ~'t TOP CHORD LIVE LOAD 20 psf 40 psf DOOR -23,9 USP HTW20 1450 1245 (12)10dx1'/2" EA. END ALL WALL STUDS.. HEIGHT CHANGE TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (16'x7') Lou P o n t i g o a n d TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf USP MSTA24 1640 1455 (9)1 ►d EA. END 2. USE SYP#2 FOR ALL TOP SEE 5/S0.0 2X_BLOCKING ONLY RAISED Associates, Inc. BOTTOM CHORD LIVE LOAD 10 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d EA. END PLATES AND SOLE PLATES. - ---- REQUIRED IF SHEARWALL HEADER ARCHED TRANSOM OPTION: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION _ 2x SPF DIAGONAL BLOCKING USP LTS206 1105 1105 '/z"� ROD TO FTG. 3. USE SYP#2 FOR ALL TOP � SIMPSON H2.5T OR FASTENED w/ 3-0.131"x3" 420 Osceola Avenue DEFLECTION CRITERIA: SHALL BE PERMITTED USP JUS28 1305 1305 1 LSTA12 STRAP FOLDED DROPPED (6)1 d TO HEADER HEADERS EA. END TYPICAL. OVER TOP PLATE HEADER Jax. Beach, Florida 32250 ROOF FRAMING: LIVE LOAD )/240 TOTAL LOAD L/180 s I SHEATHING MAY EXTEND 2" Ph.242-0908 Fax.241-9557 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 /s" ROD TO FTG. 4. ALL WALLS SHALL BE I I - --- PAST BLOCKING- WINDOW POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/,"0 ROD TO FTG. BALLOON FRAMED FULL I I -- --- ARCHED ATTACHMENTS MUST FL:CA# 8344 SC:CA# 3579 WIND LOADING: s a HEIGHT TO ROOF OR FLOOR TRANSOM LSYP#2 HEADER, ANCHOR INTO 2x MATERIAL. • LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 /s" ROD w/ (12)16d L-- ----� FASTEN LOWER STUD FULL HEIGHT PER PLANS ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A BEARING ELEVATION, U.O.N. 0 OPTION ANCHOR, SEE MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 s/6" ROD w/ (12)16d PLAN. PERMANENT TRUSS SYP#2 DBL. TO TALLER STUD w/ SEE RIGHT PLUS = PRESSURE AND MINUS = SUCTION. - BRACING BY OTHER TOP PLATE 2-ROWS OF 10d COMS PLAN FOR SIZE JACK AND BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS t " AND LOCATION KING STUDS, OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)1."x2-/. TAPCONS 5. FASTEN BOTTOM PLATE O 12 O.C. WINDOW SILL SEE DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE ) SEE PLAN LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING SCHEDULE 3/S0.0 ��`�`` P BY 0.75 WHEN COMBINED w DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB BLOCKING AT ALL FOR SILL SIZE AND WINDOW SILL SEE / THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS SHEATHING JOINTS: TYPICAL SOLE CONNECTION EACH SCHEDULE 3/50.0 .•'••••••••"•'°••�(� BASIC WIND SPEED (ASCE 7-10) -- 130 MPH w/16d MASONRY CUT NAILS E a a 16" O.C. MINIMUM. SEE 2x4 FLAT WISE. FASTEN PLATE NAILING: FOR SOLE PLATE ANCHOR: � \C IMPORTANCE FACTOR ---------------- 1.00 .I� * UPLIFT EACH END WITH 2-10d END CONNEICTION EACH �• •� 0.131x3 TOE NAILS: EPDXY ANCHOR (MIN N FOUNDATION PLAN ADDITIONAL3j" EMBED.) = c MEAN ROOF HEIGHT ---------------- 25.0 FT a -� t1c ,kms CONNECTOR SYP SPF ASTENERS FL# CODE ANCHORS AT SHEARWALLS TOENAILS. ONLY REQUIRED (3) 0 2x4, END THREADED ROD__ AT SHEATHING JOINTS FOR (4) O 2x6, - ANCHOR DRILLED &ROOF PITCH -------------------- 7/12 i I O A35 450 450 12-8d 1'/ " 10446.4 EXTERIOR WALLS AND (5) 0 2x8. "'kkk--- z SHEARWALLS EPDXY w/2"0 x BUILDING CATEGORY ---------------- it a H2.5T 600 520 - PLATE WASHER, .p . STA OF ; EXPOSURE CATEGORY --------------- C -*-*DE OTES EDGE STRIP. 'SBd A ANO, " "� 11 13,3, E "c �,.,ll I PT. SYP#2 SEE SCHEDULEBELOW •: :• N ENCLOSURE CLASSIFICATION ----------ENCLOSED c I ABOVE OR 'a' DIMENSION H8 620 530 1 Od 1'/z" EA. jd 0.3 r EE` LAi�4 R STUD SIZE SOLE PLATE 0 �0 ��.�< �.•� �� N AND" .C. PACING. FLOOR SHEATHING, �y�F O 10 ------ MTS12 1000 860 7-10d 1'/z EA. END 1045 .3 �y s INTERNAL PRESSURE COEFFICIENT -- -- t .18 SEE SPECIFICATIONS '�i S/ '� `'r a I a HTS20 1450 1245 24-10 x1'/2" EA. END 13872.3, � �r,%ilti•��q��`�� MATERIAL SPECIFICATIONS t_� MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN 'L-OR YSTEM 16d COMMONS FOUN 0 SEE N 'I`c'1` 8 ' Luis A. Ponti o, PE * WHERE POST IS ABOVE. 0 16" O.0 g 0 1 t c MSTA36 2050 1870 13-101 EA. END 13872.8 r- - z N WALL FRAMING AT WALL A TNG AT MAX. MIN. FL P E#5 3 31 1 �B-M WALL FRAMING AT --� 18-16 TO TRUSS BEAM =H FROM SOLE HARDWARE AND ANCHORS: �-- / I I PLATE CHANGE CONDITION RAISED H .PDER CONDITION DROPPED HEADER CONDITION ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH , - HTT4 3480 3080 11496.2 �-< PLATE BREAK [NOT ACTUAL PLAN] a o 1-5/e" ROD TO FTG. SYP#2 DBL. I I '4-� ASTM A 307 OR ASTM F 1554 GRADE 36. TOP PLATE' =a AT TWO STORY CONDITIONS, PROVIDE SOLID BLOCKING REVISIONS DATE WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE 32-16 TO TRUSS/BEAM - 1 o WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & HTTS 5250 4670 s 11496.2 F--- I 1 _j JACK STUD SOLE PLATE ANCHOR SCHEDULE NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-/6" ROD TO FTG. z METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO I I I <U 2 TYPICAL WALL FRAMING THREADED EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: 6-10d TO HEADER I I 3 m BUILDER MAY CHOOSE EITHER THE DROPPED ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE LUS28 930 780 10655.113 0_Z HEADER CONDITION OR RAISED HEADER CONDITION S0.0 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q$ BE RESPONSIBLE 4-10d TO JOIST I I I J 3/8 40" 16" 2x2x'/s" 3'/z" 1 3/4" DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR I I I I I/." SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY 14-16 TO HEADER __ 1/2 48" 24" 2x2x/e" 31/2" 1 3/4" LARGER THAN REBAR SIX AND /s" LARGER THAN THREADED ROD SIZE. HU410 905 785 10531.36 L---- __j N (U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST 0 MASA 48" 24" N/A N/A N/A ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 s/e"0 OD w/ 12-16d 10849.6 SEE 5/ 0.0 SEE 1/S0.1 DOCUMENTS. (DUAL CARTRIDGE INSTALLATION ONLY): s WINDOW SILL SCHEDULE SYP#2 (2)12d TOE EPDXY: ITW RED HEAD A7 ABU66 2300 /8"0 OD w/ 12-16d 10849.6 INTERIOR BEARING HEADER, NAILS E.E. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: WALL: SEE SCHEDULE ROUGH DROPPED MEAD MINIMUM END PER PLAN OPENING MIN REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPS ►N EPDXY-TIE 11506.4 (MIN) STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. FOR STUD SIZE OPENING OR SILL PLATES FASTENER EACH END FIELD ALTERATION LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16 TO STUD/BEAM/POST AND O.C. SPACING. WALL WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND < 4'-4" (1)2x4 SPF #2 (a)12d TOE NAILS LTT20B 1675 1675 � 11496.3 2x4 FLAT WISE. SHEATHING ENp CONTRACTOR SHALL CONTACT Lou LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-/2" ROD TO FTG. < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS FASTENER RATED SHEATHING, PONTIGO 8 ASSOCIATES PRIOR TO FASTEN EACH END BOUNDARY OF SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10 13872.5 SEE GENERAL NOTES. MAKING ANY sraucruRAL HELD WITH 2-1 d TOENAILS. < 8'-4" (3)2x4 SYP2 (t)A34 + (4)12d TOE NAILS SHEATHING MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY WALL SHEATHING TO •. _ _ _ . •_ MODIFICATIONS WHICH MAY VARY ONLY REQ IRED AT ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 BLOCKING AT ALL SOLE PLATE < 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS FROM THE INTENT OF THE ORIGINAL SHEATHIN JOINTS SHEATHING JOINTS: RAISE '/ " FROM EXAMPLE OF PANEL CONSTRUCTION DOCUMENTS.ANY GENERAL NOTES Ft CONSTRUCTION SPECIFICATIONS FOR EXTE IDR WALLS 4 SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN EDGE W BLOCKING FIELD ALTERNATIONS MADE PRIOR TO AND SHE RWALLS 2x4 FLAT WISE. FASTEN BOTTOM OF SOLE E BEING APPROVED BY LOU ULT IN O& WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. WHERE REQUIRED BY WALL EACH END WITH 2-10d PLAN AND FASTEN SHEATHING TOENAILS. ONLY REQUIRED w/8d 0 3" O.C. HPD QR SI LL EE ASSOCIATES MAY RESULT IN GENERAL NOTES. ADDITIONAL ENGINEERING OR FLOOR SHEATHING SPECIFICATIONS AT SHEATHING JOINTS FOR INSPECTION FEES. �� EXTERIOR WALLS AND KING & JACK SCHEDULE 23/32 T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6 O.C. EDGE & FIELD SHEARWALLS STUDS SEE PLAN . . _ . . . . . . .. . . ROUGH OPN'G, SEE ARCH. NAIL SPACING AT ROOF SHEATHING SPECIFICATIONS: .SUPPORTED EDGES, SHINGL.i=- MIN. 7&% 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). SEE DE ILS SEE DETAILS (6)12d TOE NAILS _ GENERAL NOTES `ON S1.0 ON S1.0 TOP & BOT. 2x_ SPF T&B w/ •• JLF_ - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4"-0" 0 ROOF EDGE). f -- - - - A 12d ® 8" O.C. EXAMPLE OF UNSUPPORTED r-- --- -I E--- KING & WALL SHEATHING SPECIFICATIONS: I I (TYP) (UNBLOCKED) PANEL EDGE JACKS SHEATHING (TYPICAL) FLEXIBLE FINISH MIN. 7/te", 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, FASTENED W/ 8d ® 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE I I POR PLAN wv CONT. AT ORIENTED VERTICALLY OR HORIZONTALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT OR VINYL SIDING,'HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. I I I I I ( A NI 'GIRT/VERT VERT STUCCO FINISH.-MIN. /te% 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, FASTENED W/ 8d 0 6 O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE ORIENTED VERTICALLY OR HOR I I I I I ( INSIDESIMPSON CE,LTPIF NAILING TO INTERMEDIATE ' -----J L--------J L--------� INSIDE FACE, IF NO JOINT. SUPPORT IS 6" O.C. MAX. LT ROOF U. N_ A LY. -- JACK STUD 2x SPF RIPPED (LION) TRUSSES, OR MASONRY SPECIFICATIONS TO FIT ARCH. FLOOR JOISTS. MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITHACI530-05,, AND SHALL BE CONSTRUCTEDPLACED ACCORDANCE WITH ACIS30-1-05. RROUA SHLL BE INACCORDANCE WITH D ASTM C476 M OR SIT TYPE N MINIMUM OF 28 DAY COMPRESSIVE BRICK STRENGTH OF SIN Y MULTY STORY BOX BEAM BETWEEN WINDOWS DEPTH REQ'D., 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE L E T 8' TO 11 S CONFORM 0 AS MORTAR MAY BE USE VENEER. IN TWO STORY FRAMING SECTION A-A CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. CONCRETE MASONRY UNITS (CMU): 1 TYP. WALL SECTIONS 3 WINDOW HEAD AND SILLFRAMING4 SHEATHING NAILING DETAIL CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT,__WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL SO.0' S0.0 SO.0 SCALE: 3/4" = 1'-0" REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". Q MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE 'rt, w USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE-GROt�Tf°,:!'SPLICES IN REII�ARCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR!WALLS SHALL'BE REINFORCED FULL HEIGHT tt/z" 1'/2" L.�..� w WITH - #4 0 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM,OF 40 BAR (3) ROW OF 10d � M DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. HALL BE INCREASED AS NOTED ON NAILS 8'' 0. W 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". 2 PLY 'e FULL HEIGHT BEAM. STAGGERED \ ANCHOR Uj CLAY MASONRY (BRICK): • 2x4 BLOCKING ( /'1 t , I BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. 3 PLY BEAM. a a 024" O.C. FASTEN V 1 W CONCRETE SPECIFICATIONS: ' 234 MEMBERS: O6y EACH END w/3-10d (1) ROW OF 10d M'9.1- TOENAILS r DAYS (4) ROWS 12d • NAILS 0 4" O.C. �i•� ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 250 PSI AT 28 EXTEND SHEATHING VERT. O .Ifs CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSL TO TOP OF TRUSS AS SHOWN. AT 12" O.C. GENERA NOTES: PROVIDE 2x4 BLOCKING EA. SIDE. • 26 ROW OF MEMBERS R O AT HORIZONTAL JOINTS. (3) ROWS 12d O STUD BELOW NAILS 0 4" O.C. LOWER TOP 4-10d O FOOTING AND FOUNDATIONS: AT 12" O.C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE COMMONS FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE1'-0' EA. SIDE. TOP PLATES ' n ROOF SHEATHING, SEE WALL INTERSECTION W SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLOY) SOILS. SOIL COMPACfiION AND FILL ' ' � 2 & 3 PLY BEAMS ORTHOGONAL VIEW 2x SPF BLOCKING SPECIFICATIONS BELOW. 4 2x6 POST 2x8 POST CONDITIONS r ^ O SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. RIPPED TO FIT - OF CORNER L J , FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL' EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM TF�E WITH GAP SHOWN PRE-ENGINEERED WOOD FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN."IF FOOTING SIZE OR LOCATION IS NOT ROOF TRUSSES. (3)ROWS OF 5" (3)ROWS OF 6-'4" • _ DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD O UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3r 0 48" O.C. OR ROD CHAIRS. FASTENERS 0 24"o.c FASTENERS 0 24"o.c PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCIN WHERE PERMITTED, SHALL BE 48 AS SHOWN AS SHOWN BAR DIAMETERS � CORNER WALL INTERSECTION CONCRETE SLABS ON GRADE SHEATHING MAY CONDITIONS CONDITIONS SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR,PREVENTION OF SUBTERRANEAN TERMINATE AT 3-PLY 4-PLY NOTES: TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB INA 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. TO OF DBL. UPLIFT 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS TO PLATE. CONNECTOR, 16 LVL AND GREATER 2. � DENOTES 3"x0.131" GUN NAILS 0 6" O.C. VERTICAL WOOD FRAMING SPECIFICATIONS: SEE PLAN FULL HEIGHT 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR '- ANCHOR NOTES: 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE SOIL SHALL BE PRESSURE-TREATED. IF, ACID OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE STAINLESS STEEL. JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN TYPICAL CONNECTION PRE-ENGINEERED WOOD TRUSSES: HEEL < 5" 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY RACING PER 'COMMENTARY' AND 5 ROOF TR SS CONNECTION 6 BUILT-UP MEMBER FASTENING 7 INTERSECTIONS STUDS CONFIGURATIONS RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. S0.0 SO ROOF COVERING SPECIFICATIONS: FULL HT ANCHOR TER INATES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THEMANUFACTURER'S REQUIREMENTS. CLAY AT 'UPPERMOST TO PLATE WHERE ANCHOR IS a DESIGN REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH AS E1514 AND BE INSTALLED w/ NUT ANDWASHER. SPECIFIED ON PLAN COP"' AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL. AND THE MANUFACTURER'SEQ CRITERIA ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. ADJ. TO GIRDER/BEAM WASHER CONVENTIONALLY STRAP CONVENTIONALLY STRAP LOCATE ANCHOR WITHIN O b FULL HEIGHT WATERPROOFING: WHERE NOTED ON PLAN WHERE NOTED ON PLAN 6" OF POST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. -- ANCHORING SPECIFICATIONS AND UPLIFT � 1O PLAN [�Iylxl ANCHORING SYSTEM: THE THREADED ROD ANCHORING I I I I I I I 1 I 1 CONNECTOR i t SYSTEM SHALL CONSIST OF WO A307 THREADED GENERAL WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND BBREVIATIONS DOUBLE TOP b RODS, ORIENTED VERTICALLY AND ATTACHED TO THE I (\ I ( I PLATE SEE PLAN k FULL HT. FOUNDATION AND TO THE UPPERMOST PLATE AT THE NOTES I POST, PER S DOUBLE - LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE I I I I I I I I _ FULL HT. ANCHOR CONNECTION I I I I I I I PLAN 1 I J -- PLATE (1NCHOR TOP PLATE. TOP PLATE, PROVIDE A 2"x 2"x 71's" STEEL WASHER. MEMBERS FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN ® INTERIOR LOAD BEARING WALL FASTEN WITH A NUT AND ALLOW AT LEAST 3 TYPE HEIGHT TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. SOLID BLOCKING j THREADS TO EXTEND ABOVE TIGHTENED NUT. (TVP.) X X -THREADED ROD DO NOT SCALE DIMENSIONS FROM L3'/2 3'/2 '/. 4" 6'-0" ��C GABLE X-BRACE, SEE DETAIL 12 80.1 BUILT-UP POST IN THE WALL I I I I I I I I I SEE EPLAN WALL STUD ROD INSTALLATION: AT ALL PLATE PENETRATIONS, THESE DRAWINGS.IF A DIMENSION IS 2-16d 3-GUN NAILS t " t WITHIN FLOOR AQ OR POST. 1 PROVIDE A HOLE IN THE PLATE Yi" LARGER THAN THEUNCLEAR REFER TO THE TOP PLATE, LAPS INTERSECTION FACE NAIL ( ) L4x3/2 x/4 6" 8'-0" H6-1 12 HEADER SIZE, JACK AND KING STUD I I I I I I (T�) I IARCHITECTURAL DRAWINGS OR DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS t " t " DESIGNATES SHEARWALL. THE QUANTITY. I I I I I I 1 I I ):, DIAMETER OF THE THREADED ROD USED. WHILE CONTACT THE E.O.R. )5x3/2 x . 6 10 0 ___ HIDDEN UNE DESIGNATES SIDE OF SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER » / ------- WALL THE SHEARWALL SHEATHING -- -I- STEEL COUPLER + 7 (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES ,- RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6 ) GUN NAIL 0 6" )6x3'/z"x'/4 6" 12'-0" NAILING: TO BE APPLIED. 8d O 3/6 I I 1 IFLOOR' AS OR JOIST I I (OPTIONAL, LOCATE j W ELEVATION WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE PLAN NAME Q (A I ROD SHALL BE INSTALLED APPROXIMATELY CENTERED CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS DESIGNATES 13d COMMONS O 3 - -H -I- - - - �-- - -I - - - -I - - - - AS NEEDED) ' IN HOLE. RODS MAY BE SLANTED FROM TRUE EZELIUS HOUSE L7x3'/2"x'/4 6" 16'-O" 8d®3" 6" O.C. EDGE & 6" O.C. "IN THE 1 ) 1 I I I I I I I 1 CEILING JOIST, OVER PARTITIONS FACE NAIL 3-16d 4-GUN NAILS FIELD" ( FULL HT. VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO ( ) 1. STEEL LINTELS TO BE MINIMAL 36" 9 1 I I I I 1 I I ANCHOR - AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. DESIGN/DRAWN/CHECKED THE NUT ABOVE THE UPPERMOST PLATE SHALL BE CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK I HEADER, ( I I I I I I I ( AT SILL PLATE CS BTC LAP ADJ - ADJACENT LG - Lon I I I FLOOR AT TOP PLATE 01lQt 1FIE WASHER 10 A SNUB-71014T RESISTANT COATING OF EPDXY BASED VENEER I Y�ICA I I I 1 I I - - TION PWS ONE-HALF TURN OF A STANDARD JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS PAINT. BM - BEAM MA OF - Manufacture I I I I I POST TO I I FRAMING M�q�H (APPROMMATEILY 30 FT.-LBS. OF DATE RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS WEATHER BOT - BOTTOM MONO Monolithic I I i 1 I I I MATCH I I FULL H4IGHT ANCHOR INSTALLATION CHART DUE TO SHRI IKIkiE AND ODMPAION OF OULDINO 10.05.16 BARRIER BRG - BEARING OC - On Center I I POST ABOVE CONTRACTORS SHALL RE-11G HTEIN NUT TO 30 2. LINTEL MORE THAN 8'-0". SHOULD I JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO CMU - CONCRETE MASONRY UNIT OS - Oriented Strand Board I I I I I 1 I I ( FULL HEIGHT ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-16d) 3-GUN NALS EXCEED 6 FT. O.C. w/ 2�'/ x3" WD. DBL - DOUBLE PEP - Perpendicular I I I I 1 1 I I I THREADED ROD-- - THREADED COMPLETE A TORQUE 70 II ALL �N. ARE CONTROL NO. ♦ DIA - DIAMETER PR ENG - Pre En ineered I I I I I I I SEE PLAN FOUNDATION, C � E F �� AND l�ilOR � ��. PER PLAN. ROD0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE t " LINTEL 9 1 I I HOLE HOLE SPEC. DEPTH DISTANCE EPDXY ANCHORING: ALL THREADED RODS SHALL BE SCREWS INTO HEADER PROVIDE A /2 EA - EACH PS - Pounds per Square Foot i I SCALE CONT. HEADER, TWO PIECES FACE NAIL 16d0 16" O.C. 0 EDGE VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END PSI Pounds per Square Inch I I I I I I 3 $ '/2"0 '/2"0 2x2x'/$" 4" 4" 2" 3" DRILLED & EPDXY ANCHORED. SEE INSTALLATION SEE NOTE 2 CHART FOR EMBEDMENT AND EDGE DISTANCE AS NOTED CON) HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS EOR - ENGINEER OF RECORD PT - PRESSURE TREATED INSTALL 1-STORY 1/2 "0 %e"0 3x3x'/." 6" 6" 2JZ" 3" REQUIREMENTS STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quick Tie 6"MAX. FROM SEE TABLE AT RIGHT11 THREADED RODS FOR EPDXY ENBEDMENT EMBEDMENT 5/8 "0 3/ "0 3x3x'/4" 7.5" 10" " 3" LPA NO. HORIZONTAL TIES 0 24" O.C., VERT. EXT - EXTERIOR REI F - Reinforce KING STUD WHERE 2-STORY RODS DEPTH O 4 FLASHING FBC - FLORIDA BUILDING CODE SF - Square Took AND EDGE DISTANCE. SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d 0 16") GUN NAIL 0 8" TIES 0 12" O.C.. (FOR 110mph HEADER, CANNOT BE INSTALLED MONO STEM MONO STEM EZEL-16-00557 FDN - FOUNDATION SP Spruce Pine Fur FULL HEIGHT ANCHOR WIND-ZONE VERT. TIES 0 16" O.C.). SEE PLAN BRICK LINTEL, SOLE PLATE ANCHORS R REVIEWED FOR CODE COMPLIANC SHEET NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT - FOOT SY - Southern Yellow Pine FULL HEIGHT ANCHOR PLACEMENT DIAGRAM 3"x0.131"0 = GUN NAILS 2"x0.113"0 = RINK SHANK a SEE SCHEDULE FTG - FOOTING 11-IRU - Through PER SCHEDULE WALL SECTION THREADED ROD INSTALLATION CHART CITY OF ATLANTIC BEACH 12" OF OPENINGS. PROVIDE/�6" WEEP g FULL HEIGHTWOOD FRAME WALL ANCHORING SYSTEM SEE PERMITS FOR ADDITIONAL S000 2"x0.113"0 = 6d 2'/2"x0.131"0 = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HDR - HEADER LION - Typical 3"x0.148"0 = 10d 3/2"x0.162"0 = 16d FLASHING. OF BRICK NTE) HORIZ - HORIZONTAL UO Unless Otherwise Noted _U LBS - POUNDS VERT - Vertical 50.0 REQ M N DITIONS' 1'/z"x0.148"0 = 10dx1'/2" 11/2"0.131"0 = 8dx1'/2' WWF - Welded Wire Fabric SHEET 1 OF 7 • • 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TDP PLATE w/ 10d 0 4" D.C. WALL SHEATHING FASTENED TO TOP _ PLATE w/ 10d 0 3" O.0 80 BLOCKING 3 NAILS NGO.C. IF TRUSS REACTION EXCEEDS 1 I 6»' i' 23001bs PROVIDE CRIPPLE STUDS 2x4 BLOCKING BETWEEN EA. \ MAX" DIRECTLY BENEATH TRUSS USS. ATTACH AT EACH WALL DBL. EOE NOTCH HEA PLATE' � BELOW TOP PLATE STUD w/ 3-16 NAILS AT EA. CONVENTIONAL PORCH SHEATHING, A B A FRAMING INTERSECTION. (MIN. \� ��/ STRAPPING IF FULL SEE SPECIFICATIONS I ; el PORCH Lou P o n t i g o a n d QUICK TIE HEIGHT ANCHORING BELOW OF 6-16d BETWEEN EACH PERPENDICULAR Associates, Inc. CABLE I 8-GUN MAILS el HEADER, TRUSS) TRUSS SYSTEM IS NOT USED. j SEE PLAN. POROH PARALLEL HEADER & SUPPORT FULL HEIGHT DETAIL B 420 Osceola Avenue FLOOR SHEATHING, PORCH POST, PER PLAN. ► •_(2)MSTA24 2x4 SYP#2 HORIZ. BRACING 0 SEE SPECIFICATIONS TO WALL ANCHOR OR HOLD I Jax. Beach, Florida 32250 PERPENDICULAR I STRAPS MIN. 2 2 4 WOOD Ph.242-0908 Fax.241-9557 24" O.C. BETWEEN OUTER WALL BELOW I DOWN AT BASE OF O D D D D & FIRST INTERIOR TRUSS. NAIL �� POST BELOW. & (1) ADJ. C C FL:CA# 8344 SC:CA#3579 EACH END w/ 3-0.131x3" NAILS OPTION! A TO PORCH HEADER. FLOOR (TYP) WALL SHEATHING I WALL SHEATHING 24" 16 GUAGE POST BASE: TRUSS JOINT I JOINT STRAP w/11- POST 24" 16 GUAGE 4x4 POST:ABU44 C (D-/ au 10dxlV' EA. END BELOW STRAP w/11- 6x6 POST:ABU66 WALL LSTA12 FOLDED ROUGH OPENING, SEE ROUGH OPENING, SEE SHEATHING CONT. RIBBON 10dx1Yz" EA. END TRUSS UPLIFT TABLE AT LEFT TRUSS UPLIFT TABLE AT LEFT 2x4 SYP#2 DOUBLE TOP PLATE OVER QP PLATE I I I I " uiy DIAGONAL ( ) PORCH. CONTINUOUS OVER ,1h-* FASTEN EA. I PORCH HEADER, SLAB HEADER w/5-1 d NAILS r r w 2x SOLID BLOCKING `.�`�`� v�••..••'•"`•*.••••% BOARD TYP STUD WALL FRAMING '10 '45 5 P• p�n/j. WALL SHEATHING 6 INTO T P PLATE & _ / + CEN • END w/ WALL SHEATHING I SEE PLAN HTS16 I MAX 5-10d NAILS INTO AT SHEATHING EDGE �: v S�+ •. JOINT "° = 8d COMMON WIRE NAILS : n 3-10d COMMONS JOINT I STRAPS MSTA24 " ROD BEAM. PACE HEADER DOWN CONNECTION HEADER UP CONNECTION TO BLOCKING I 3" O.C. / \\ _ CEILING I 2x4 BLOCKING BETWEEN STRAPS EPDXIED 6" MIN ° 0 24" O.C. N0. 311 CONNECTION CONNECTION I = * M LINE FLOOR TRUSSES I EACH TRUSS. FASTEN TO UPLIFT CONNECTOR UPLIFT CONNECTOR = ; OR JOIST. I TOP PLATE w/4-10d COM PLAN \AEW OF PLAN MEW OF ELEVATION \AEW OF CALL OUT CALL OUT -G N.. II RI I ROOF TRUSS �� i STAT OF o I1 I *„ PORCH HEADER PORCH HEADER ,i„r; I Its I�� k l �pT j I !' tld f Sx I' I; ` A H2.5T 0 32" O.C. TOP & BOT A LS18 0 32" O.C. OR JOIST , �3 :+ AT CORNER POST AT POST I 1, , „ P a FOR PERPENDICULAR O ';�� ,�a� WALL FRAMING I "I B SEE PLAN B SEE PLAN ,(� ••• QRS©�.•• s` o WALL FRAMING JI: TRUSS CONNECTION III ! „ C (1)MSTA24 STRAPS C (2)CS16 STRAPS SEE DETAIL B ABOVE. '�•,sS�/r �G •`� IN. 2x4 WOOD GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" D.C., ED & FIELD D FULL HGT 5 CONTINUOUS 2x6 SYP PARALLEL PERPENDICULAR pC OR OPTION a SEL & O ADJ. /8" THREADED ROD 0 FULL HGT b/8" THREADED ROD LEDGER FASTEN WITH PARALLEL TRUSS TO CH EADER. » " (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 5" O.C. EDGE AND ''IELD 5-0.131x3 EA. STUD. DETAIL A Luis A. Pontigo, PE 4 HEADER TIE DOWN F L P E#5 3 31 1 1 FLOOR TRUSS / JOIST AT WALL FRAMING 2 TYPICAL PORCH POST TYPICAL PORCH BEAM CO NECTION WHar ,a 5 WALL AD). TO ROOF CONNECTION 07ED SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 07ED S0.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF S0.1 S0.1 S0. AND WALL SHEATHING AND STUD FRAMING. REVISIONS DATE SEE DETAIL 6/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE I I ROOF TRUSS. I� SYP#2 2x4 NAILER FASTENED TO TRUSS I I IV--OA� II ROOF BOT. CHORD w/ 0.131x3" 0 3" O.C. __________ V__________ FLOOR OR TRUSS. FASTENED TO SHEATHING w 8d 0 3" O.C. ROOF I 2x4 SYP#2 CATS AT 12" / -I FIELD ALTERATION O.C. FASTENED TO TOP ROOF TRUSS. TRUSS. SDWC 15600 ---------- ------•--- 44- 11 V4" SHEATHING FASTENED TO - ( I I I 11 CONTRACTOR SHALL CONTACT LOU PLATE w/ 4-0.131x3" ® 32" O:C. PONTIGO 8 ASSOCIATES PRIOR TO COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. SCREWS I MAKING ANY STRUCTURAL REO 16" MAX. SHEARWALL OSB WALL I I B CONSTRUCTION DOCUMENTS,ANY MODIFICA IONS WHICH MAY Y 2x SYP 2 CONT. ATTACH I C I C FROM THE INTENT OF THE ORIGINAL TO TOP PLATE AND TRUSS FIELD BY MADE PRIOR TO S FASTEN CATS EACH END w/ SHEATHING 3-0.131x3" COMMON TOE NAILS w/ 0.131x3" 0 3" O.C. EDGE OF ASSOCIATES MAY RESULT IN 2x MAY OVERHANG TOP PLATE. SHEARWALL-// HEARWALL SW sdC�3", s" SW SCI®�„�6,• ADDITIONAL ENGINEERING OR SHEARWALL OR SHEARWALL FULL HEIGHT THREADED ROD CONVENTIONAL STRAPPING EXTERIOR WALL ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G HOLD DOWNS EACH END HOLD DOWN EACH END SHEAR W LL SHEATHING. FASTEN TO TRUSS �A - UPPER TO LOWER STUDS 7/+." OSB DIAPHRAGM FASTEN ROOF FLOOR DECK lod 04"O.C. VERTI ALS AND WEBS Q- FULL HT ANCMORS; SW. 3/6 - (2) CS16 STRAPS TO NAILER w/ (1) ROW 8d TRUSS. FLOOR w 0.113x2V GUN SW. 3/6 - QUICK TIE CABLE, SEE PLAN _ ENO STUDS TO FOUNDATION 0 3" O.C. FASTEN TO TOP 2x4 SPF#2 CONTINUOUS TRUSS. AILS 0 6" O.C. LEDGER FASTENED ©- SOLE TO FOUNDATION SW: 3/6 - HTT5 PLATE w/ (2) ROWS 7/�e" OSB TRUSS WEBS WI SEE 2/SO.0 OF 8d 0 3" O.C. ' BLOCKING w/3-0.131x3" SHEARWALL ©� SOLE TO FOUNDA71ON COMMON. ROO NOTES: PANNEL SEE 2/S0.0 2x4 SPF FLOOR � 1. FOR ROOF PRE-ENGINEERED SHEARWALL NOTES FRAMING ATTACHMENT ANY SYP#2 2x4 NAILER FASTENED ALL AROUND S EATHING CONT. FLOOR TRUSS 1. PROVIDE �iJs" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 8" IN THE FIELD. ALTERNATE MAY BE TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" U'SE • 0 ER TOP PLATE. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. U. (2) ROWS 0.131x3" 0 3" O.C. INTERIOR 3-0.131x3" NAILS 0 6" O.C. O.C. FASTENED TO TOP SHEARWALL. PLATE w/ 4-0.131x3" Z USE ALTERNATE A. AT 16d COMMONS 2 PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS � a• SW-2 COMMON. EXTERIOR WALLS ENDING 0 6" O.C. END POSTS FOR SW. 5-16d NAILS SHEARWALL OR BETWEEN ROOF TRUSSES. SHEARWALL, (TYPICAL) EXTERIOR WALL SEE PLAN. 3. FASTEN ALL INTERIOR SW TO ROOF OR- OOR TRUSSES PER Q or 7/SO.1 ALTERNATE D ALTERNATE E ALTERNATE F 3! USE ALTERNATE U E & F FOR FLOOR w s SHEARWALL ATTACHMENT AT ROOF & FLOOR 7 SHEA WALL ATTACHMENT AT FLOOR s TYPICAL SHEARWALL ELEVATION Uj w Uj S0.1 S0.1 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END Post. S0.1 N 00 2x4 BLOCKING. FASTEN EACH END w/3-10d TOENAILS V J w U J 4-12d TOE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIO . 8d COMMON NAILS SINGLE O ••1� _ x4 SYP 2 OUTLOOKERS ROOF NAILS (TYP.) L D.C. TRUSS BRACING O 1.)ALL BRACING LUMBER SHOWN, EXEPT AT 3" O.C.(TYP) TRUSS 24" . FOR T-BRACE SHALL BE 1x4 SYP#3 CD WALL STUDS WALL STUDS H HURRICANE CLIP 0 EA, 12" LONG 2x4 BLOCKING OR BETTER OR 2x4 SPF#2 OR BETTER. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, 6-10d 0 0OKER TO TRUSS. WITH 6-10d NAILED INTO (UON) O AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW COMM BOTTOM CHORD OF `CD ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. GABLE END TRUSS (1)DI) ONALTRUSSES BRACE PER (4) TRUSSES APPLIED THE WEB LUMBER SHALL INTERSECT O TO BACKSIDE OF WEB. II THE WEB OF THE BRACED TRUSS, PER OVERFRAME RAFTERS, SEE PLAN. /� � I.I DELEGATED TRUSS ENGINEER. Ln pp GABLE END TRUSS WALL SHEATHING UP I( Uj M �1 2X6 GABLE END TRUSS. I I 3.)PERMANENT PERMANENT BRACING J STRAP END ROOF TRUSS-/ ROOF TRUSS X-BRACE PER PLAN � BRACING APPLIED TO jI WHERE NOTED ON TRUSS MFR. SHOP 0. HA4 w/ 10-8d COMMON / FRONT SIDE OF WEBS. N DRAWINGS. THE CONTRACTOR SHALL SYP#2 LEDGER ATTACH DBL, SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER I'I PROVIDE 1x4 SYP 3 OR BETTER TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. THESE STRAPS II # SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 ( MAY BE OMITTED 2X4 f-RACE. ONLY WALL SHEATHING UP QUICK TIE TO EXTEND T-BRACE FASTENED TO BOTTOM CHORD BRACING BLOCKING WHEN OVERFRAME REQUI E FOR BRACE GA LE END TRUSS. OVER 2x4 BLOCKING AND WEB w/ 12d 0 6"O.C. �� PERPENDICULAR TO TRUSS BOTTOM A-SINGLE LEDGER B-DOUBLE LEDGER ALT. TO BOTH HA4 ABOVE RAFTER LENGTH LE G;EHS > 8'-0". GABLE TRUSS BOTTOM CHORD PROVIDE MTH A4 CS16 DIRECTLY LESS THAN 4'-0" FASTEN /1'Od COMMONS T-BRACE TO BE THE CHORDS AND ATTACHED TO EACH SAME SIZE, SPECIES, I•I TRUS WITH 2-8d COMMON NAILS. AT VERTICAL VERTICAL 0 V.,1 ON-CENTER FULL HEIGHT WALL ANCHOR AND GRADE AS WEB I I GABLE END WALLS PROVIDE DIAGONALS ROOF MEMBER. BETWEEN OVERFRAMING RAFTER CONTINUOUS LATERAL BRACING, SEE REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING AND ROOF MEMBER. AT GABLE TRUSS TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. I°I AT END WALLS PROVIDE DIAGONALS 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-1/4"0x6" SDS SCREWS LOCATION. LE MORE THAN (1) LATERAL I I (APPROXIMATELY 45%) TO THE 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-�/4"0x6" SDS SCREWS I°I ADJACENT EXTERIOR PERPENDICULAR 1251-1540 2x10 w/ 10-0.131x3" /,--FASTEN BLOCKING. AS SHOWN. FA TEN EACH END WITH BRACE IS NEEDED, OVERLAP BRACE x I) WALL BETWEEN EACH LINE OF BRACING 1540-1850 2x12 w/ 12-0.131x3" 4-12d TOENAILS • CONSTRUCTED OF THE SAME BRACING TO FORM A ZIGZAG PATTERN ALL IPROVIDE SOLID SPF/2 BLOCKING AT PANEL JOINTS ADJACENT BOCK TO DBL TOP W MATERIAL. THIS REQUIRMENT,IS NOT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. -i NECESSARY AT HIP ROOFS. ALSO LEDGER A NOTES: WHERE A LEDGER IS INDICATED - P T W/ 2-H2.5T ALONG EXTERIOR WALLS PARALLEL TO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, - BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT DIAGONALS IN THE END SPACE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. 8-12d TOE t X-BRACE w/ 2-16d INTO BOTTOM NAILS (TYP.) 0.13'x3" TOE NAILS 0 8"O.C. LINE OF BOTTOM CHORD BRACING AT A r+ CHORD OF EA. TRUSS. FROM BOT. CHORD OF TRUSS MAXIMUM SPACING OF 20 FEET. *1EN 9 LEDGER CONNECTION WHEN , DECK DGER AT OVERFRAME RAFTERS WHEN 11 GABLE END BRACING To BL. TOP PLATE 12 PERMANENT TRUSS BRACING 07ED SO.1 TRUSS TO LEDGER CONNECTION BY TRUSS 07ED So;1 ' USE THIS D AIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. TEO S0.1 IJOTE ':" 1 SPACE GABLE END BRACING 0 4'-6" MAX. 50.1 SCALE: 3/4" = 1'-0" FRAMING ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 DETAILS UD (1)MSTA24 STRAPS MIN 2 PLY STUD NINLIEU POF 2LY TSTUDS FOLD OVER TOP PLATE (2)MSTA24 STRAPS IN LIEU OF 2 STUDS ITS ACCEPTABLE FASTEN w/18-10d FOLD OVER TOP PLATE MIN` •PLY '' ITS ACCEPTABLE TO SISTER A FASTEN w/18-10d STUDTO SISTER A 36" LONG STUD 36" LONG STUD SIMPSON HTT5 OR FASTEN w/12- FASTEN w/12- SIMPSON FASTEN 0.131x3" GUN 0.131x3" GUN AILS DO NOT SCALE DIMENSIONS FROM 26-tOd COMONS NAILS ° THESE RIREFDIMENSION o THE Is " FULL HEIGHT MINIMUM 2 PLY ARCHITECTURAL DRAWINGS OR SIMPSON DTT2Z CONTACT THE E.O.R. ROD MINIMUM STUD w/8- A4 X%" 1 TURN TITEN HD 2 PLY SDS SCREWS •o SIMPSON STUD AT 2ND STORY LTT206 PLAN NAME COUPLER TIGHT STUDS PROVIDE X" THREADED ROD AGAINST PLATE 1 CS18 STRAPS EPDXIED 4" MIN OR AT BASE OF STUDS %" THREADED X4- TITEN HD (�EZELIUS/DAHOUSE SIMPSON TITEN HD ROD COUPLER ROD`EPDXIED V RODS - THD37634RC (%-x6)'4") (� TO FLOOR) 7.5" MIN Yi" THREADED R D DE CSN/DRBTC N/ LAP KED EPDXIED 4 MIN OR SIMPSON DTT2Z XtX6" TITEN HD DATE =` 10.05.16 w/8- Y4"X1V HTT5 x SDS SCREWS CONTROL NO. SCALE AS NOTED ALTERNATE FOR ALTERNATE FOR LPA NO. FULL HEIGHT ROD " FULL HEIGHT ROD for HDU5 I EZEL-16-00557 D ZI2Z. LII208 3/8 FULL HEIGHT ROD ALTERNATEt, ' SHEET AHOLD DO N ATTACHMENT DETAIL row 13 - C 0 ATTACHMENT 14 FULL HEIGHT THREADED ROD 15 SOA S0.1 S0.1 so.1 ALTERNATE SHEET 2 OF 7 j i SYMBOLS LEGEND ----- DESIGNATES FOOTING UNE 1 - DESIGNATES SAWCUT LINE I{ �I ® INTERIOR LOAD BEARING WALL 1 DESIGNATES SLAP RECESS Lou Pontigo and E ---- BEAM OR TRUSS, SEE PLAN Associates, Inc. i a 420 Osceola Avenue Jax. Beach,Florida 32250 Ph.242-0908 Fax. 241-9557 FL:CA# 8344 SC:CA#3579 I WALL FRAMING r---- _- _-_ - ------Nil -� '��5 Nr� /-2-#5 CONT � I I 3 ``,J • •••..u•• •Y - . / GRADEON �.•'•`. NS .(�1Q SEE PLAN. rr- F2.5 F2.5 F2.5 � ': `O III - - - - 3I `�/�/� a � // No. 311 ~ � Si. • M I I I - III 8"x16" 1-STORY, w/(2)#5 CONT. .p STA OF o � iMy TE III 8"x20" 2-STORY, w/(2)#5 CONT. 4 OR .,..`.......•.• j I I I PROTIDE 2 #4x4'-0" "{ ;� - - - - I ''''�S'��I �IN6 ,a III --r BEARING AT INTERIOR II I I CORNER CRACK BARS - Ii I I AT SLAB MI -DEPTH. I I G Luis A. Pontigo, PE MATCH DOOR FL P E#5 3 311 I I I I WITH, SEE ARCH. RECESS III I I I L_J L_J ;III' I SLAB ON REVISIONS DATE ^4AIII I I 5kill I I s '� GRADE. I SEE PLAN. S1.0 I I I S1.0 I -I N ( PAVING I ( I I I I I f -1 I 1 ( I I BY BUILDER 12'x12" 1#5 CONT. I I I I I I I I----(DETAIL 4B I LL I I I I I I MATERIAL SLAB ON ° Y GRADE, �` SEE PLAN. FIELD ALTERATION I I - THICKENED EDGE 8•x8" CONTRACTOR SHALL CONTACT LOU F2.5 I I I - -- O �- w/ 1-#5 CONT. DETAIL 4A PONTIGO 6 ASSOCIATES PRIOR TO MODIFICATIONS WHICH MAY VARY I ANY STRUCTURAL FELD ITHICKENED SLAB FROM THE INTENT OF THE ORIGINAL 13 I CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO 1.0 BEING APPROVED BY LOU PONTIGO& C4 ASSOCIATES MAY RESULT IN I I I 7'-6" 5'-4' I ; o I 1 TYPICAL WALL FRAMING ADDITIONAL ENGINEERING OR S1.o AND ANCHORAGE PER INSPECTION FEES. 3 CONSTRUCTION SPECS � I I --L+ I Q I F2.5 L- _ _______________________ _J I I SEE 1-#5 CONTINUOUS --- I �------------------------------ ARCH. o SLAB ON II xxx�-., x GRADE- MONO FOOTING TO I 1 ' ' ___-___ _ - I /\j SEE PLAN I I STILM W LL w/ 2-#5x30» I ----- -- --J I x s. \ iLL DO loft � EL EPDXIED 6 MIN. i ; I wl it I � , ,��/� ��/ 8 CMU STEM WALL w/ #5 VERTICAL I „ , I I II #5 Z BAR /� /� DOWELS TO MATCH VERT. w/ STD. I 1 1 6'-6" I 4A CENTERED IN �i�j ��j 90' BEND INTO FTG. ALIGNED w/ #5 114 CONCRETE SLAB w/ I I SLAB © 4$ O.C. //\� /�//\ VERT. REINF. ABOVE (TYP) U FI ERMESH © 1.5 LBS/CU.YD. ; I ___J S1.0 ��\\// \\//\\ CONT. CONCRETE FOOTING - w OF CONCRETE OR 6x6 W1.4xWi 4 -- ____ _ FON EMIL VAPOR ;BARRIER; ; , 1 - L - - //�� / SEE 1/S3.0 w W IN PREPARED GRADE. F2.0 ° h, 1 j 11 #01\10 FO TNG TO ° p ' S1.0 I T I STEMWj ,LL W/ #5x30" I L � w I I I I I » o• • b. . FOR INFO. NOT SHOWN, (,n w DOWEL 1 6 MIN. A SEE DETAIL 1/S1.0 I I I I I 11 .\ ,. I 1 1 I T I I �x� I I I I 3" CLEAR PROVIDE SAW CUTS: PER I I U. ; ; II ; W I (TYPICAL) _ Q 2 S1.0 BUILDER' TO I I I I I II -�-r I � o 1 I I / , I ICOORDINATE WITH FINISH I I ; T I I I FLOOR MATERIAL. ..� 1 I I I kDI 1 I , , I I 1 ----- ♦9 I Ln O 1 1 1 1 1 I I I I I I I � I � ► ; _- --_-T T III I w m Iw L1 T 1" DEEP SAWCUT w 1 ' ELASTOMERIC SEALANT L--- ------------ ------------- i L--------------� 1 1I ------i i 1 1 i t SEE PLAN 1 11 11 1I , �� I I SLAB LA GRADE, I I I it 1 1 1 ,. I U I- -, Q it NOTES: , 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 3 F2. I 2) SAWCUT CONC. SLAB WITHIN 4 TO s1.0 ii 12 HOURS OF CONC. PLACEMENT. SAWCUT DETAIL III I I fi F3.0 F3.0 iI � I TYPICAL WALL FRAMING AND ANCHORAGE -I F a PER CONSTRUCTION SPECS. ------- ------ - --- (1)#5 CONTINUOUS, PROVIDE STEMWALL CORNER BARS (TYPICAL) FOUNDATION J AT WALLS GR ATER THEN 12" HOOK INTO SLAB. 4A 4'-0" HIGH, 40TIFY E.O.R. MONO SLAB FOOTING ATP PLAN S1.0 FOR TEMPORY BRA TNG ORCHES, LAYOUT PLAID AND WHEN SPECIFIED ON PLAN. PERMANENT LATERAL SUPPORT DEIL. SLAB ON GRADE, DO NO T SCALE DIMENSIONS FROM ' O V. SEE PLAN. THESE DRAWINGS.IFA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR GRADE OR CONC. °4 \/ \\� FILE!u! COPY SLAB, SEE { AN. �� PIAN NAME EZELIUS HOUSE FOOTING SCHEDULE AND NOTES ��\ FOUNDATION PLAN ,,- / 4 DOWEL TO MATCH VERT. DESIGN/DRAWN/CHECKED BOTTOM BARS DEPTH WIDTH LENGTH TYPE SCALE: 1/4" = 1'-0" STEMWALL SCHE ULE \y �\� STEMWALL REINFORCING SEE CS BTC LAP 3-#5 EA. WAY BOT. 1'-0" 2'-0" 2'-0" F2.0 CMU SCHEDULE) w/ 6" HOOK INTO DATE 3-#5 EA. WAY BOT. V-0" 2'-6" 2'-6" F2.5 REINFORCING �\ Q ° COURSES FOOTING. LAP VERT REINFORCING 10.05.16 1 TO 6 4 VERT. (� 48"O.C.; 25 IF STEMWALL IS GREATER CONTROL NO. 3-#5 EA. WAY BOT. 1'-0" 3'-0" 3'-0" F3.0 j » THAN (3) COURSES. 4-#5 EA. WAY BOT. 1'-0" 3'-6" 3'-6" F3.5 # a • \\ __ 4-#5 EA. WAY BOT. 1'-0" 4'-0" 4'-0" F4.0 7 TO 10 #4 VERT. 0 24"O.C. r SCALE 4-#5 EA. WAY BOT. 1'-0" 4'-6" 4'-6" F4.5 STEP, SEE • STEMWALLS OVER 6 COURSES TO CONT. CONCRETE FOOTING AS NOTED 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE ARCH. HAVE TRUSS TYPE HORIZ. JOINT 1-STORY, w/(2)#5 CONT. LPA NO. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, (4" MAX.) EQUAL TO SLAB REINF. BETWEEN EVE�2Y OTHER "d X » EZEL-16-00557 STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 97 L51 REFERENCE ONLY. THICKNESS. COURSE. FILL CELLS SOLID. 10"d x 20"w �2-STORY, W/(3)#4 OR (2)#5 CONT. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. SID 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED SLAB RECESS STEMWALL EDGE FOOTING PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 3 OF 7 - 1 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 3 6 SHEARWALL SHEATHING TO BE APPLIED. 8d O j DESIGNATES 8d COMMONS O 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.0, 420 Osceola Avenue ---- BEAM OR TRUSS, SEE PLAN Jax. Beach, Florida 32250 Ph. 242-0908 Fax.241-9557 6x6 P.T. SYP#2 POST ANCHOR LEGEND FL:CA# 8344 SC:CA#3579 W/ABU66. SEE DETAIL (2)2x12 (2)2x12 2/S0.1. (TYPICAL) X A307 DIAMETER FULL HEIGHT /� THREADED ROD, SEE DETAIL 12/S0.1 �� I I 0. DIAMETER FULL HEIGHT C SW: 3/6 THREADEDSEE DETAIL 12/S0.1 NS�;••.•G� - o"/ I I III XED NO.S sw j (2}2x12-1/2 _ TRUSS VE III ® ROD 1 04 ATERM NATES AT 307 DIAMETER FIRST S * * * o I 1 . 3 -o III 5 SW: 3�( I TOP PLATE. SEE DETAIL 12/S0.1 c (13)2x6: �a pr�F f I I_ i �' 2 2 1 2 " A307 DIAMETER THREADED �.��,�• AT OF r' c� I I{ ( 2x6" 1I ) - / y, ,c •.<p '� .• �, . , :SPF ROD TERMINATES AT FIRST FLOOR '�� C` ••q RI•••.•• `` - ,5 TOP PLATE, SEE DETAIL 12/SO.1 y4i�icS NG��0`� 0 I I # ' nit POST. ''��%��►+,t,T1�n,,i;;:;.��,a N SIMPSON HTT5 SEE DETAIL 15/S0.1 I I I I X III N Luis A. Pontigo, PE N III FL PE#53311 C14N . SIMPSON DTT2Z SEE DETAILI5/SO.1 00 REVISIONS DATE N PROVIDE L_J L_J �_ III N (2)INTERMEDIATE -1 f SIMPSON LTT20B SEE DETAILI5/S0.1 I ► JACK STUDS. III12" LONG LIGHT GAUGE STRAP I I r I I r LSTA12 FASTEN TO TOP PLATE AND STUD I ( I I WITH 5-10d COMMONS I I I I STRAP HEADER .A WALL STUD SCHEDULE TA24 01 SW: 3/6 SW: 3/6 PLATE STUD SIZE LOCATION HEIGHT & SPACING _---- EXTERIOR 91-1 2x4 SPF#2 O 16" D.C. FIELD ALTERATION Xp I I --------- _______ _-_ -- MAX 10'-1 2x6 SPF#2 O 16" O.C. 4C CONTRACTOR SHALL CONTACT LOU I EXTERIOR MAX 2x4 SPF#2 O 12" O.C. PONTIGO @ ASSOCIATES PRIOR TO ( I N MODIFMAKIICATIONS WHICH MAY VARY ANY STRUCTURAL FIELD N FASTEN TO F A L FASTEN TOP EXTERIOR 10'-1 TO 2x6 SPF#2 ® 16" O.C. CV I I 14'-0" FROM THE INTENT OF THE ORIGINAL X I I N I PER DET I / 0. OF ALL P 10'-0" CONSTRUCTION DOCUMENTS.ANY INTERIOR MAX 2x4 SPF#2 O 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO cV I I cV I DETAILBEING APPROVED BY LOU PONTIGO 8 12'-0" 2x6 SPF#2 O 16" O.C. m ASSOCIATES MAY RESULT IN U INTERIOR MAX 2X4 SPF#2 O 12" O.C. ADDITIONAL ENGINEERING OR I INSPECTION FEES. SEE 3/S0.1 FOR BEAM I I ° STUD Hamm 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE CONN. (TYPICAL) 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. cp CONTRACTOR MAY INCREASE STUD SIZE TO MEET --- SW: 3/6 C�fl N ARCHITECTURAL REQUIREMENTS. --- J - I I N 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN (2)2X12 ------ v YELLOW PINE. ____-.__________________________J L_ __-_____ _ ___________________ I I , ------------ - ------------ ( 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. FASTEN TOP OF WALL ; I 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS - Pl�,R DETAIL 6/S0.1. ---------- -- I TO CONCRETE SLAB W/16d MASONRY CUT NAILS O 16" D.C. __� MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT -J I SHEARWALLS U. I I i i I -- I GENERAL NOTES I 1 SB WALL II (� S ; EATHI G. i 1. SEE DETAIL 2/S0.0 FOR WALL FRAMING DETAIL. SW: 3/6 � II II I SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, e i ---- PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER J --� ----------- PLIES. Uj I I 1 (3)2x4 --------- -- w SPF#2 2. SEE SHEET SO.0 FOR ROOF AND FLOOR W I , SHEATHING SPECIFICATIONS. I I I POST. ; 1 FAST N TOP N OF WALL PER 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE w IIPLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES Ijj I II II � I DETAIL /SO.1.----- -- TOGETHER PER DETAIL 6/S0.0 V) W II II I w ; ``;"� ' ; I 4. INSTALL SOLE PLATE ANCHORS PER DETAIL U. (� I i I I i i i t /'--``�1 2/S0.00 O m 6. AT SHEARWALLS, PROVIDE DIAPHRAGM J O I I I i i i i i --- -i Q it i D ATTACHMENT PER DETAIL 6 & 7/SO.1 (n III I I I I I O I I I I (n i i i i ° i i i 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1 I �--- -i 9. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING Ln O iRr i � -----i i I i AND HOLD DOWNS SHEARWALL NOTE: SW: 3/6 � , � � PROVIDE I I I Iw L1------II I ----t--------- -I L- ---- L--------------SII L----1-i ------------,--1-, -- = )1IrER DIA ---------- --------------- I I SW: 3/6 DESIGNATES SHEARWALL JACK STUDS I I I I \< NAILING - 8d @ 3 EDGE AND 6,r "FIELD" _-----' SOLE PLATE ANCHORS - SEE SCHEDULE ON (2)2x8-1/2 ( _)2x6-14`1 (2)2x6-1/1 (2)2x1 -2/2 ON DETAIL 2/S0.0 SW: 3/6 II II SEE 3/S0.1 FDR BEAM I I I I SEE 3/S0.1 FOR BEAM CONN. (T _7 I i j j C14 CONN. (TYPICAL) NXX III III CV ^ III III ^ I I I ICINI ------ ----- ---- FIRST FLOOR ---------------- - (3)2x12 6x6 P.T. SYP#2 POST FRAMING W/ABU66. SEE DETAIL 2/S0.1. (TYPICAL) PLAN s DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME EZELIUS HOUSE FIRST FLOOR FRAMING PLAN DESIGN/DRAWN/CHECKED SCALE: 1/4" = 1'-0" CS BTC LAP FRAMING NOTES: DATE 10.05.16 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/SO.0. CONTROL NO. 2. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE-- FASTENED E FASTENED PER 6/SO.0. SCALE AS NOTED LPA NO. EZEL-16-00557 SHEET H COPY .,�, SIA SHEET 4 OF 7 I , lr__SYMBOLS LEGEND H2.5T DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: A 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 50.0• Lou P o n t i g o a n d 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR Associates, Inc. MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w/QT PER MANUFACTURER'S SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON 1'/," WIDE LUMBER, 420 Osceola Avenue 2X8 Of (2)2X6 HIP PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FASTEN TO LEDGER 2x6 SYP#2 RAFTERS FROM EACH OTHER. Ph. Florida 242 -0908 Fa .241?9557 w/(2)A35 @ 24" O.C. FL:CA# 8344 SC:CA#3579 2x6 SYP#2 LEDGER INSTALLED --- -- --- r w/(5)10d @ 24" O.C. MAX `` ,o��`� 'date*,..HTS16 SD I �: �.�— �2a Y i i No. 3311 �., a F12 c i STATE'OF OF (2)HTS1 -��'• A% '•�Qr I II 2)fv�ST 12" .,0��•'•., ORIOP: i it Luis A. Pontigo, PE I II FL PE#53311 REVISIONS DATE I IIF11 L L_ I L_ it II 7II II � i II _j L I fir- =1 i 251: _j II II FIELD ALTERATION it F10 A CONTRACTOR SHALL CONTACT LOU I I I F17 PONTIGO&ASSOCIATES PRIOR TO I I N MAKING ANY STRUCTURAL FIELD Li MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL F9 A CONSTRUCTION DOCUMENTS.ANY A.UL FIELD ALTERNATIONS MADE PRIOR TO I I I ALL TRUSS PLATES ARE ALPINE PLATES BEING APPROVED BY LOU PONTKiO$ ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR I APPROVAL # 1999-3 'NSPECTI°"FEES. II I _ II I --------- ---------- HANGERS ON JOB ARE AS FOLLOWS 1 _______________________________; �_--_______---_; I UNLESS NOTED 0THERWISE sal IAPPLICATION PART # APPROVAL # U. I 1 — I 1 PLY TRUSS HUS26 FL10655. 24 FLOOR TRUSS HHUS46 U LU FLOOR TRUSS- (A) TH A426 FL10447. 6 W WI I I I I , ' IW I`I ' ' NG ER LLJ DETA 71 , I LL i I I i i i i i i i I I I I I I F II F13 > + ' I I i E: I 1 - TRUSS '/ ROOF RAFTER NOTES: STRAPPING NOTES --- -; En O 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARINGLL_ w l ' J " - I I WITH 2-12d TOENAILS & 1—QUICK TIE HA4 UPLIFT ----t--- ----_J<L-- --- ---------- ----------J L---------- -- i L- - ____+--- __-__, ______ _ �__------_-�-- I STRAP OR 1—H2.5T UNLESS OTHERWISE NOTED 1 I1 II F1 3A �1 1 — SO.1 I 2x8 ROOF SHEATHING LEDGER. i RID E 2 I FASTEN w/(5)10d @ 16 ' O.C. INSTALL OVER WALL SHEATHING i I } tulkl FULL DEPTH 2x_ BLOCKING ___ __ __ __ __ 2x8 SYP#2 RAFTERS _ © 24" O.C. FASTEN TRUSS BETWEEN EA JOIST (TY ) — — -- -- --- — _-- TO RIDGE w/A35 PLACEMENT (2)2x4 KING POST. STRAP TOP &_/ 1 PLAN BOTTOM w/(2)HTS16 S1.2 2x4 OUTRIGGERS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS ® 24" O.C. UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. y PLAN NAME EZELIUS HOUSE FLOOR Et LOWER ROOF TRUS§ PLACEMENT PLAN H2.5 DESIGN/DRAWN/CHECKED SCALE: 1/4' = 1'-0" CS BTC LAP 2x8 ROOF DATE NOTE: RAFTER 2x4 PONY WALL 10.05.16 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND 5 WALL SHEATHING CONTROL NO. UPLIFT CONNECTOR, SEE PLAN. SCALE BEAM SEE AS NOTED PLAN LPA NO. 1 SECTION EZEL-16-00557 1 SHEET a �.2S12 COP'S SHEET 5 OF 7 i SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 3&4 SHEARWALL SHEATHING TO BE APPLIED. 8d O j DESIGNATES 8d COMMONS O 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.0, 420 Osceola Avenue Jax. Beach, Florida 32250 -�-- BEAM OR TRUSS, SEE PLAN Ph.242-0908 Fax.241-9557 t ANCHOR LEGEND FL:CA# 8344 SC:CA#3579 X %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 SHEATH CONT THRU '� P �'� STRAP WALL TO BUSS ,e�`�c� R� 01��.''�, LOW ROOF TO 1 st A307 DIAMETER FULL HEIGHT .�� .•"""`•'• LEVEL BOTTOM PLATE BELOW PER DETAIL 1 S1.3. �.•� / �� THREADED ROD, SEE DETAIL 12/50.1 0 � • GENS •, a, r " A307 DIAMETER THREADED - NO.533 ; ______-___ (2)2x6-1/1 (2)2x6-1/1 ROD'TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 I } °k, �! k, 2 CS16 @ .o'; STATE F I' p it . : _� Ei 1� I Ir ! Ill ` a` �t ( ) . ,� Q BASE OF /�� ROD ATER DIAMETER THREADED �,D� .•C Q`,• ,� l``�.rl`'�) ROD TERMINATES AT FIRST FLOOR % it --- 5 STUDS TOP PLATE, SEE DETAIL 12/S0.1 ''.,,-�',�t`s•.,Q R I D.,.��a�t>` o I SIMPSON HTT5 SEE DETAIL 15/S0.1 f ' O Luis A. Pontigo, PE . FL PE#53311 I � SIMPSON DTT2Z SEE DETAILI5/90.1 ID REVISIONS DATE I I Lam" � SIMPSON LTT208 SEE DETAILI5/SO.1 12" LONG LIGHT GAUGE STRAP LSTA12 FASTEN TO TOP PLATE AND STUD WITH 5-10d COMMONS I ------------- ------------- T WALL STUD SCHEDULE I co NPLATE STUD SIZE I \ N LOCATION HEIGHT & SPACING _ I I EXTERIOR 9'-1" 2x4 SPF#2 O 16" D.C. FIELD ALTERATION O (D MAX 10'-1 2x6 SPF#2 O 16" O.C. g CONTRACTOR SHALL CONTACT LOU ( ) cV EXTERIOR MAX 2X4 SPF#2 O 12" O.C. PONTIGO 8 ASSOCIATES PRIOR TO ANY STRUCTURAL FIELD 2 2 2x6 N MODIFMAKIICATIONS TIONS WHICH MAY VARY v EXTERIOR 10'-1 TO 2x6 SPF#2 O 16" O.C. ----- 14'-0" FROM THE INTENT OF THE ORIGINAL -_____ ____� PF#2 10'-0" CONSTRUCTION DOCUMENTS.ANY OST, ____ ______ ' !TRUSS POST, X INTERIOR 2x4 SPF#2 O 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO AB 0% I MAX BEING APPROVED BY LOU PONTIGO 8 - - - - - I. - - -+-� - - � � 12'-0" 2x6 SPF O 16" O.C. Q[ ASSOCIATES MAY RESULT IN N INTERIOR MAX 2X4 SPF#2 O 12" O.C. ADDITIONAL ENGINEERING OR I I SflID N011E� INSPECTION FEES. ' e TRUSS AB I - 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE N - - - - - - - - 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. I CONTRACTOR MAY INCREASE STUD SIZE TO MEET 00 (2)2X6 \ ARCHITECTURAL REQUIREMENTS. SPF#2 I 3.) SPF DENOTES SPRUCE PINE nR.. SYP DENOTES SOUTHERN N - POST. tX YELLOW PINE. N N 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. D � 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS O 16" O.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT rill SHEARWALLS - _ GENERAL NOTES e I F------- ------- Ln ! ! 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. CID X i � � ! SEE WALL STUD SCHEDULE THIS SHEET FOR STUD CN I I Iul I SIZES AND SPACING. AT GIRDERS AND BEAMS, i PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER I 1 PLIES. Uj Uj X 2. SEE SHEET SO.0 FOR! I U i I SHEATHING SPECT CATIONSOOF AND FLOOR 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE w PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES ( ^ Uj TOGETHER PER DETAIL 6/S0.0 �+ 4. INSTALL SOLE PLATE ANCHORS PER DETAIL O r 2/SO.0 i I I N 04 6. AT SHEARWALLS, PROVIDE DIAPHRAGM J O ATTACHMENT PER DETAIL 6 & 7/S0.1 ^, I 1 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT O La T TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1 X 9. At PORCHES, Ln (2)2x6 STUDS TO I I N AND HOD DOWNS EE DETAIL 2/S0.1 FOR FRAMING O 04 ACCEPT RIDGE W � ' J ANGER. STRAP TO-\ s r) BELOW w/(2)CS16 TOP PLATE TO STUD OV 15U H2.5T @ 32" ON-CENTER ( )2x6-1/2 -- - _------ (2)2x6-1/LL(2)2x6-1 2x6-1/1 ------ �1 SHEATH CONT THRU LO ROOF TO 1 st-`- LEVEL BOTTOM PLATE STUDS TO TOP PLATE BOT PLATE TO TRUSS STUD TO BOT PLATE: Y4"x37 " LAG SCREW SIMPSON H3. WITH ROUND WASHER ® 32" O.C. AT EACH FLOOR TRUSS SECOND FLOOR FRAMING PLAN BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE STUD TO BOT PLATE: 00 %4%3V LAG SCREW SIMPSON H 3. THESE NOT SCALE DIMENSIONS FROM E DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR WITH ROUND WASHER ® 32" O.C. CONTACT THE E.O.R. AT 24" O.C. h \\, I f, - PLAN NAME SECOND FLOOR FRAMING P EZELIUS HOUSE N g DESIGN/DRAWN/CHECKED to m I . I SCALE: 1/4" = 1'-0" CS BTC LAP FRAMING NOTES: DATE 10.05.16 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/SO.0. CONTROL NO. 2. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE-- FASTENED E FASTENED PER 6/SO.0. SCALE TRUSS PARALLEL TO WALL ABOVE As NOTED - LPA NO. EZEL-16-00557 rT)ii WALL STRAPPING DETAIL FINE COPY SHEET S1.3 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S1 .3 SHEET 6 OF 7 SYMBOLS LEGEND H2.5T DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEETLo SO.O• $ u Ponti o and 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR Associates, Inc. MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w/QT PER MANUFACTURER'S SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, 420 Osceola Avenue PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE )ax. Beach, Florida 32250 FROM EACH OTHER. Ph.242-0908 Fax.241-9557 FL:CA# 8344 SC:CA#3579 11 S0.1 .•`JAS A• O7V�.''� No. 3311 A3 PB24 * ? i � M STA y TE OF o Q�� i \ / \ r \7// N.AL \r \/ \/ /\ /t /\ /\ /\ Luis A. Pontigo, PE Al / \ / \ P3 �' / \ / 1 / \ FL PE#53311 ALL TRUSS PLATES ARE ALPINE PLATES IZEVISIays DATE APPROVAL # 1999- 3 HANGERS ON JOB ARE AS FOLLOWS - UNLESS NOTED OTHERWISE 5 AlU 3 so.o APPLICATION PART # APPROVAL FIELD ALMIZATI°" # CONTRACTOR SHALL CONTACT LOU PONIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY H TS16------ ------------ -- H TS16 1 - PLY TRUSS HUS 2 6 F L 10 6 5 5. 2 4CONSTRUCTION OCUMENTS DOCUMENTS. A P i i I FIELD ALTERNATIONS MADE PRIOR TO FLOOR TRUSS H H U S 4 6 BEING OVER BY LOU RESULT N O$ r ADDITIONAL ENGINEERING OR A4 ; A5 FLOOR TRUSS- (A) THA426 FL10447. 6 INSPECTION FEES. L----------------J \A2-2PLY HTS16 6—/ -------------- U VV I I /5\ I-------- _-------1 SO.0 Uj V 1 U - I I J I F_ Al PB23 I w w w N r/ 00 _ ® w w Q _J \/ " / L O J cn / \ I \ / \ QA3 , P1324 ', � 11 SOA ROOF TRUSS 11 PLACEMENT T�USS / ROOF RAFTER NOTES: STRAPPIN NOTES PLAN n 1. STRAP TRUSSES LAND ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & 1—QUICK TIE HAA UPLIFT STRAP OR 1-H2..5T UNLESS OTHERWISE NOTED DO NOT SCALE DILj THESE DRAWINGS.UNCLEAR REARCHITECTURAL CONTCTT PLAN NAME EZELIUS HOUSE ROOF TRUSS PLACEMENT P N DESIGN/DRAWN/CHECKED SCALE: 1/4" = 1'-0" CS BTC LAP NOTE: DATE 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILE AND 10.05.16 UPLIFT CONNECTOR, SEE PLAN. CONTROL NO. SCALE AS NOTED LPA NO. EZEL-16-00557 SHEET F IL E C 0�,7s" SIA SHEET 7 OF 7 i General Notes I VERIFY ALL DIMENSIONS AND CONDITIONS. i I _ IOth_ 5TREET ALL DIMENSIONS ARE MEASURED rL — — — — TO FACE OF BLOCK, FACE OF 40' RIGHT OF WAY PAVED PUBLIC ROAD FRAMING MEMBERS - UNLE55 REPLACE EXISTING BRICK OTHERWISE NOTED. WITH TURF BLOCKS ALL NEW PLUMBING FIXTURES, I ----__ pro�a -� __-- ---_-_-- spmate E OP TILE, LIGHTING FIXTURES, 0000 00 0 0 0000000 • .• 000000000000000000000 000000 00000000000000 CABINETRY, APPLIANCES AND o°o°o°o°o o°0 0 0°0°0°0°0°0°0°0°0°0 0°0°0°0 ° . 000000oc 0000 FLOOR COVERINGS TO BE ° ° ° ° ° ° ° ° 49.99' FIELD ° FOUND 1\2" IRON PIPE, 0 0 0 0 0 0 0 0 < 0 0 0 0 FOUND 1/2" IRON PIPE, CAP " °'•' 'a '. o°Oo°o°o°o°o°o°o°� � � . . � � � �o"o"o°o°o°o SELECTED AND APPROVED BY NO CAP I o°o°o°0 0 0°0°0°< 5 O OO1 0°0°0°0°0°0 13 1 ILLEGIBLE OWNERS BASED ON 00000000 00000 CONTRACTOR. PROVIDED 0 2' 600.00' ALLOWANCES. j HVAC SYSTEM REQUIREMENTS TO BE DETERMINED BY OTHERS. LOT AREA CALCULATIONS LOT 25 v j STRUCTURAL SYSTEMS TOTAL LOT AREA 6,500 SQUARE FEET j REQUIREMENTS TO BE DESIGNED * DETERMINED BY OTHERS. � NEW RESIDENCE 1375 SQUARE FEET NEW COVERED PORCH � j ._. DESIGNER ASSUMES NO LIABILITY DRIVEWAY # PATIO I FOR ERRORS OR OMISSIONS IN PERVIOUS PAVERS @ 50% 768 SQUARE FEET _ j BUILDING PLANS. CONTRACTOR TO NEW FRONT PORCH 263 SQUARE FEET VERIFY THAT SCOPE OF WORK NEW REAR PORCH 169 SQUARE FEET MEETS ALL APPLICABLE CODES ALL NC PADS 30 SQUARE FEET PRIOR TO COMMENCEMENT OF NEW REAR STOOP 16 SQUARE FEET 0.2, i WORK. j EX15TING 2 STORY Ci RAGE 608 SQUARE FEET 0.7� NEW TWO TOTAL LOT COVERAGE 3,229 SQUARE FEET STORY FRAME % OF LOT COVE ED 49.6 96 W" RE5IDENCE I 0 No. 356 j ' f AC I j j -- - - - ACLLJ Lc De5cri ion: - - o W UJ oI _ LOT -"-)5, BLOCK 12, PLAT No. 1 , 5UBDIV1510N "A", AT! ANTIC BEACH, A5 RECORDED IN PLAT BOOK -') , PAGE 69 OF THE CURRENT PUBLICnew RECORD5 OF DUVAL COUNTY, FLORIDA. N m ' covered .m o I porch ; y I i o LOT 23 I LOT 2 M 32" OAK No. Revision/Issue Date 7 0 36' OAK I General Contractor Z NOTE5 . .., ( � THI5 15 A BOUNDARY SURVEY I IN I ERIOR ANGLES A5 PER FIELD _ 5URVEY A5 FOLLOWS: A = 90° 1 I ' l0" IEXISTING B = 89'45' 10" 1 2" PALM 2 STORY FRAME C — 89048'20"I I GARAGE D = 9001520" NORTH ARROW PROTRACTED FSM Firm Name and Address Survey Information Provided By: I PLAT. JOHN ROWAN DESIGN, INC. Donn W. Boatwright, P.S.M. AC NO BUILDING RESTRICTION LI NE15 PER 5 GUANA DRIVE I t Fla. Lic. Surveyor and Mapper No. LS 3295 PLAT. PONTE VEDRA BEACHFL Fla. Lic. 5urverng * Mapping Business No. LB 3672 AREA'A' I 0.81 (904) 759-7087 I Ph 241 -8550 1.2' e� 0.9' ! THE PROPERTY SHOWN HErFON APPEARS - TO LIE IN FLOOD ZONE "X" (AREA OUT5IDE FOUND 5\8" REBAR, NO 0.3' 6' WOOD50. O1 0.4' FOUND 1\2" IRON PIPE, THE 0.2% ANNUAL CHANCE FLOOD PLAIN) CAP D FENCE 49.85' FIELD NO CAP Project Name and Address A5 DETERMINED FROM THF FLOOD C I G'WOOD EZELI U5 RESIDENCE IN5URANCE RATE MAP COMMUNITY PANEL FENCE 356 I OTH STREET No. 1203 1 C0409H, REV15`ED JUNE 3, LOT 2G I LOT 24 ATLANTIC BEACH, I'L 2013 FOR DLIV" 1. COUNTY, FLORIDA. LOT 28 K 12 L 0 C I B k DRAINAGE PLAN Project Sheet 2015-0017 DRAINAGE PLAN Date 1217/ 1 G _ SCALE I "= I (y Scalel ��— 101 OF G SHEETS P-8 1/2" I'-8 1/2" I'-8 1/2" I'-81/2" 14'-5 1/4" 14'-5 1/4" „ General Notes — — — — — — VERIFY ALL DIMENSIONS AND — - - - - - - - - - - - - - - - --- - - '013 I'-O 7'-G" b 5'-8" 4'-4" F NT 7'_0" 5'-9 3/4" CONDITIONS. 9' 4" 1 a-I a' PORCH -1 = ALL DIMEN5ION5 ARE MEASURED 3050 S.H. 3050 5.M. 6060 Well CD TO FACE OF BLOCK. FACE OF hemebl fixedFRAMING MEMBERS - UNLESS CW NOTED. N c� 1-01 31-CYI mi 31'-0" ALL NEW PLUMBING FIXTURES. BEDR001V #2 BEDROOM # I ---- 4'-a' '3'-O _ '8'o TILE. LIGHTING FIXTURES. III I N m II CABINETRY. APPLIANCES AND '•0' 12'-0 x 13'-0' 12'-4-x 12 � �? � � I I N5TU DY/ LIBRARY FLOOR COVERINGS TO BE -- ;� slk 0 '-0"12'-z x 12SELECTED AND APPROVED BY =. OWNERS BASED ON 7'-'a' s-a' e'-8" N DINING ROOM- - b.1 PROVIDED G�a, „ -2" G'-a' '-2" 3,_8„ D I ALLOWANCES. 26C� a I T x I I'-0' 1 N _ HVAC 5Y5TEM REQUIREMENTS TO soca b�idd O 40, BE DETERMINED BY OTHERS. N ti a s068 b1fold = 3- 5'-0 3'-G" L — — — — — — -� — — `� m cp I'-8 I/2" 5068 pocket door(2} ------- - -"-- N 2668 — -- ----- 5TRUCTURAL SYSTEMS 'cmc oyerI 426e°ID°"'-"g %- REQUIREMENTS TO BE DESIGNED - - m O ( N b m pocket doorframe ---------- DETERMINED BY OTHER5. _ - 7T - softener b G" 3' 2_0� _ - . a x I DESIGNER ASSUMES NO LIABILITY ---- - = �' ti �' FOR O O OM1551 N N CD ` UTILITY CL05ET RR R5 R ON5 IN Cq �, ENTRY W BUILDING PLANS. CONTRACTOR TO m ,_ „ - �� J L' VERIFY THAT SCOPE OF WORK II A/C MEETS ALL APPLICABLE CODE5 pull-down N , N / -- m PRIOR TO COMMENCEMENT OF N I attic 5talr co 1 Zl CL05ET 4" '-I 14' 4" (h (V b ` 3068(2J, U WORK. I------------ N }� CD _ N 5'-G" 3'-I 0 3'-G" I'-8 112" L+ co — COAT 2868 = _ --- CLOSET N o LAUNDRY �, I'-3 3/4" L7 `r N1 Y-6 x 5'-6' _ --- ------------- ----------1 41-2" 2- ' 2-9 3'_, - ---- r----------1 " _I FLEX ROOM 3'_8" , I I _ „ m I 5.a' 1/ water harbeir 12'-4'x 11'-0"' i _ — i - - - D m -1 i i 11 ------ V (V I I I I in _1 I I I I I 1 AC inr — — — — — — - - - - - -I I I b I I I b a i i i U, i i E c� PANTRY in V I '-1 1" m 7-5" b I I I I I = CD - I I I I N — J a ui i i i i u 1 4'-10 - - " MASTER CLOSET 4 LIVING ROOM =_____ I I "I'll". 1 6 _ '-ICT 31-211 N 7'-4" •11 I I KITCHEN b I O'-G" 2'-8" _ 3'-G"_ 2�8 p� i i 2 -2'x23'-0" v - - - - � "CDX plywood over 2�-0„ = m `4 m 4 !!1 pocket door fraena _, - I I �Q I I I 1 I x N LINEN „ 3"2 -------------- N T-T - MA5TF� ' B 5 EDROOM = — " I I r -- ,� ^''� 11 _ . x I2-edcounter G MSTEBATHROOM 1 42' f�6;2x 196' o � 2 I I I I I I __ - ch b I I I I I I I 1 c7 = 5-0" N I I I I I I I N t\ I I I I I j j I 11 � I I I I 11 I cn i i 4" 1 1 4" ♦� - „ � I 0'-G" --� - 44-411 tp - t`NYY - I No. Revision/Issue Date i i n I I I - ---i 4„ ---- c� ----- ------ --------------- ---------- I 1 1 I ----- ------------------ t •I i I b C --- ----- r— — --i r----------� I 2'-10" --- = I I 1 11 \\/\i I O II p 11 11 N I I m I I I I �� him a General Contractor -- (2) 3050 S.H. Is s 1616 Isl6 Isl6 1616 2G3 fixed f I 0008 Sldmg I'-8 12" II 2'-G" 4'-Gco -8 1/2" j g1a55 door 8'-7" 3'-Gc 1,-0 �� 8'-a' '0 1 , 3'-2" 2'-0" 2'- 3F4" 2'-G" 3'-9" G'-8" 5'-0" ' REAR `= 5ECOND f LOOK PIAN = I I U PORCH I I s'-a x 10'-2■ Firm Name and Address SCALE 1/4 = P-Ox P-8 1/2" P-8 112" JOHN ROWAN DE51GN, INC. - — _ _ _ _ _ _ _ _ _ _ — 5GUANADRIVE 12'-7" _ PONTE VEDRA BEACH, FL P-8'-8 1/2" (904) 759-7087 l 341-511 AREA CALCULATIONS FIRST FLOOR CONDITIONED 1 ,375 SQUARE FEET f I RST f LOOK PLAN Project Name and Address SECOND FLOOR CONDITIONED 1 ,410 SQUARE FEET EZELI U5 RESIDENCE ' SCALE 1/4" = I I-ON 3 5 G I OTH STREET TOTAL CONDITIONED 29785 SQUARE FEET ATLANTIC BEACH, FL FRONT PORCH 265 SQUARE FEET FLOOR PLANS REAR PORCH I G9 SQUARE FEET TOTAL UNDER ROOF 39219 SQUARE FEET Project Sheet 2015-0017 Date 12/7/ 1 ^/'7/ 1 Scale 1/4 P-0" OF G 5HEET5 General Notes VERIFY ALL DIMENSIONS AND CONDITIONS. ALL DIMEN51ON5 ARE MEASURED TO FACE OF BLOCK, FACE OF 34'-0' _ FRAMING MEMBERS - UNLESS 12 OTHERWISE NOTED. 5 typical for lower metal roof(sea exterior elevations) 35'-0' ALL NEW PLUMBING FIXTURES. 34-7 5 TILE. LIGHTING FIXTURES. CABINETRY. APPLIANCES AND -------------------- 'T FI�'"' 1i FLOOR COVERINGS TO BE -- ----- footing per structural --- --- ----------------- --------------- ----- - - ---- SELECTED AND APPROVED BY - I I OWNERS BASED ON CIDI 4'concrete slab per strucbtupi b i i 2nd floor walls below i ------------------------------------ - ----- {1 undatiOn plan c� t�) CONTRACTOR PROVIDED ---- ------------------------------ ------ ----------------------- P^atect+on Pte' ALLOWANCES. 4-a - b HVAC 5Y5TEM REQUIREMENT5 TO -' I--------------- -----� L- -' I----------------------------------- --�--- BE DETERMINED BY OTHER5. II II I j I � I I I - I L L-- --------------------- ----------- --- N 13'-2" 17-10' STRUCTURAL SYSTEMS 4 13-2 17-9 I5/I6 REQUIREMENTS TO BE DESIGNED m31'-0" 4 DETERMINED BY OTHER5. M — in DESIGNER A55UME5 NO UA51UTY conventions FOR ERROR5 OR OM1551ON5 IN FORCH roof system vaulted.typical all porches = �' BUILDING PLAN5. CONTRACTOR TO (per stnx*Lnl sheets) VERJFY THAT SCOPE OF WORK _ ' MEETS ALL APPLICABLE CODE5 remfnnced concretefbobngs l pers�ful dation plan PRI RTO COMMENCEMENT OF slope s1oPe (tYp�ca1) WORK. to 4'concrete slab per stmc Wml _ foundation plan(provide testate `Q r (V kx� VVTTTT 8'cm Masonstem walls Pis pe �) c� ("CAD I I ♦ I I I , 17-3 5-2" 8'-7" n ------------- I I I I pii'i-down N attic stag - I I b L i x -- 12 12 _ slab elevation 7 7 ' 4_a' for reference only - thek concrete AC pads Cq I I I I I I I I I i I i I I I I I I I I I I I I I I I I I I I , I Revision/Issue Date No. semslope— 4"concrete slab per structure( a foundation plan (prov,de termite I N protection per spec+ficatjons) I i N I � I I General Contractor T ranbrced concrete footinap SO'-I I'WID'Ttl OF ROOF per sbuctural foundation pim TW5515 TO ALLOW I �oR WALL 5HrATHING TO Be r :3t1 Wfi'H CONCRM I 5�•. 8'Gino masonry stem walls (typicaq i I I 2' 1 31'-0" 2'-01 I i I i I I I I I I j I j I I i I I �________ ____ r6rNnd Address -------------------------------------------- 2nd floor walls below ' ' I ROWAN DESIGN, INC. - ---------=--T---- ---- --- --------- ------ ---- J NA DRIVE �I I --- - VEDRA BEACH, FL I I l i � � I --� I I I I 759-7087 I I I I I I 4'concrete slab per sb u*wal conventionally framed 12 ' 12 ? c\1 fourdsiaon plan(provide tamite vaulted ceiling per 7 7 _ pion per ons) structural sheets(NOTE:- I i NO COLLAR TIES) - Slope slope Roof Notes: �--- --� Project Name and Address I . All measurements are from face of walls. 2. Facia to be plumb cut. i L ----------------------.----_ - --J EZELIUS RESIDENCE kX�F�X� ---------- --------- -max-- 3. All overhangs to be 2'-0' unless otherwise 16'monaolftc footing per sbvcWml ix]'------------------------------ noted. 356 10TH STREET 4. 5heathing per structural sheets - 3/4'CDX ATLANTIC BEACH, FL 161-0' 5. Roofing materials to be architectural shingles. W-01 1 ,$, G. Main Roof to be 7 In 12 pitch. 3 I'-Q x ROOF PLAN 4 70, FOUNDATION PLAN ROOF= PLAN ARCHITECTURAL EPLAN Project Sheet Roof plan proved for geometric planing purposes only. See 2015-0017 SCALE 1/4 = 1 '-0" structural sheets or structural details and requirements. Any SCALE 1/411 = 1 '-0" nfDrns oundaaon plan provided for non sauctnnal details only. Date Roof system to be pre-engineered wood may g y I shoals for structural debmb and reference on this plan to structural elements are for planing Dimensions varysll htl due to �• I / Itrusses per truss plant structural drawings ur oses onl st ctural sheets take precedence. field modifications and adjustments purposes ony,stnictrrnl sire s talcs pr+ecederrce. unless otherwise noted. p p Y' Scale a5 noted of G SHEETS C I 33'-3 3/4" roof �-7 3/4' roof height above grade General Notes VERIFY ALL DIMENSIONS AND CONDITIONS. ALL DIMENSIONS ARE MEASURED TO FACE OF BLOCK. FACE OF . FRAMING MEMBERS - UNLE55 30 year ar+cFMtec fibergtbe OTHERWI5E NOTED. shingles ova 30 lbIb.(felt 12 11/20& .rd gypwm�rd or 7 ALL NEW PLUMBING FIXTURES. TILE, LIGHTING FIXTURES. roof shooMing pa'stivelaiml CABINETRY. APPLIANCE5 AND sheets with 30 b.fish over FLOOR COVERJNGS TO BE SELECTED AND APPROVED BY � m � ) I/ open call � COONTRACTOR PROVIDED 2'gypsum wail beard ALLOWANCES. b HVAC 5Y5TEM REQUIREMENT5 TO ATTIC 5TORAGE AREA BE DETERMINED BY OTHER5. STRUCTURAL 5Y5TEM5 4 24-2 3/4" tOf'of attic t"""ide-wall REDETERMINED D BTOOTIi�IGNED 30"plywood sub-floor per stnxtural sheets DE5IGNER AS5UME5 NO LIABILITY alurrnnum eaves dnp—_ FOR ERRORS OR OM1551ON5 IN 5'a' 2N4'sub-lam BUILDING PLANS. CONTRACTOR TO a' I VERIFY THAT SCOPE OF WORK fiber cement I5a6•balaMEETS ALL APPLICABLE CODES second floor wall plate board with I'x2'P.T. PRIOR TO COMMENCEMENT OF 2 l'-2 3/4 Amp board SW standard gypsum board or kxabon of pull down attic stairs WORK. fiber cement soffit I/2'gypsum coling board (2) 2"x6"syp#2 top plate fiber cement lap sidingper structural sheets 1 30'-1 over 25x6'wood framed aonraotion from top plot to wood walla per sbvctural sheets roof truss perfasi;enor sc wkile WIDTH OF ROOF TRUSSES TO ALLOW k EXTERIOR WALL 5k R-19 fiber-gine batt msulabon SHEATHING TO BE FLUSH WITH CONCRETE:SLAB "wall sheathing over 25c6'wood framed welts ��D per structural sheets MLOOR I/2'gypsum wall board plywood sub-floor per structuro4 shoots 25th•syp#2 bottom plate 24'deep® 240 0.1 wood floor NOTE:carter opening in floor truss is desgned for AC duct main trunk line. i per stnwWral cheats truss per stmctirral shits and miss � if plumbing pipes are placed in this opening THEY MUST BE PLACED TO THE plant engmeenng a specifications SIDE OF THE OPENING TO ALLOW AN AREA FOR MAIN AC DUCT WORK > 1 2'-] 314"rik second floor conventionally framed roof system. vaulted.typical all m porches(pa,etnuxrvvl • N sheets) first floor wall plate NO. Revision/Issue LDate W&standard gypsum board or /2•gypsum calrng bowd OffMOR WALL General Contractor (2) 21W gyp#►2 top plate 5HEATHING TO BE FLUSH WITH per stnrctural sheets 30'-I I CONCRETE SLAB gluilifl�EiLi �� _ " _- wrapped G%"FT gyp#2 (typical all columns) 5 'R-19 6"lass batt msulabon MR5T FLOOR Firm Name and Address JOHN ROWAN DE51GN, INC. b 1.2•�""'"'wall board 5 GUANA DRIVE PONTE VEDRA BEACH, FL NOTE: 5ET STUD WALL k IN (904) 759-7087 FROM EDGE or coNckm SLAB Er ALLOW WALL SHEATHING TO'L.USEi WITH SLAB S 4'connate slab on compacted fill(per structural 25th•syp#2 bottom plate shoats)with .006 and vapor barrier.sal to be per structural sheets treated with chemical termite barrier 0'O" first floor(reference only) Project a q q W CMU stem wall(exxit;all 3 5 6 10TH STREET grade cella)per stnretural sheets 3 P-Q' _ ATLANTIC BEACH, FL ix • aonbnuous concrete foobng per shvcWial sheets --- ------ � SN� ---------- 'EXTERIOR WALL c• 5HEATHING TO BE FLUSH W'ITFi =______ •: CON`S SLAB ELECTRICAL PIAN Project Sheet 2015-0017 Date ^ CR055 5ECTION 12/7/ 1 `i/7/ - SCALE 1/2 N = P-Oa Cross section prowded for non structirrel details only.see scale' /211_ I f_Ofl OF G 5HEET5 stnrctural sheets for strucbiral details and rsaluu+ements. Any reference on the section to structural elements aro fir planing purposes only.structiiral sheets take pnecedenoe. General Notes VERIFY ALL DIMENSIONS AND CONDITIONS. _I Oth 5TREET ALL DIMENSIONS ARE MEASURED — — — — TO FACE OF BLOCK, FACE OF 40' RIGHT OF WAY PAVED PUBLIC ROAD FRAMING MEMBERS - UNLESS REPLACE EXISTING BRICK OTHERWISE NOTED. WITH TURF BLOCKS ALL NEW PLUMBING FIXTURES, approximate, EOP TILE LIGHTING FIXTURES __________ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , 00000000000000000000 ° CABINETRY APPLIANCES AND 000000 00000000000000 000000000000000000000 0000000000000000.0.0.0.0.0.0.0,0.0°00000°o FLOOR COVERINGS TO BE o°o°o°o°0°0°0°0°<49.99' FI ELD o°o°o°o FOUND 1\2" IRON PIPE, 0 0 0 0 0 0 0 0 0 0 o Q FOUND 112m IRON PIPE, CAP SELECTED AND APPROVED BY 0000000000000000 5 0 00100000000000 1J NO ;AP 000000001 o0000o ILLEGIBLE OWNERS BASED ON • 00000000 00000 CONTRACTOR PROVIDED 0 2' 600.001 ALLOWANCES. j HVAC 5Y5TEM REQUIREMENT5 TO LOT AREA CALCULATIONS LOT 25 w 1 BE DETERMINED BY OTHERS. t STRUCTURAL SYSTEMS TOTAL LOT AREA 6,500 SQUARE FEET o I 1,1x,x REQUIREMENTS TO BE DESIGNED 0 I DETERMINED BY OTHERS. NEW COVERED PORCH ' NEW RESIDENCE 1375 SQUARE FEET I DESIGNER A55UME5 NO LIABILITY DRIVEWAY * PATIO I FOR ERRORS OR OM155IONS IN PERVIOUS PAVERS @ 50% 7G8 SQUARE FEET j BUILDING PLANS. CONTRACTOR TO NEW FRONT PORCH 2G3 5QUARE FEET VERIFY THAT SCOPE OF WORK NEW REAR PORCH I G9 SQUARE FEET MEETS ALL APPLICABLE CODES ALL A/C PADS 30 SQUARE FEET PRIOR TO COMMENCEMENT OF NEW REAR STOOP I G 5QUARE FEET j V J EXISTING 2 STORY GARAGE 608 5QUARE FEETO.2 0.7 WORK. NEW TWO I TOTAL LOT COVERAGE 3,229 SQUARE FEET % OF LOT COVERED 49.G% 13FJGK STORY FRAME RESIDENCE wO � x i No. 35G I I, U AC V J 2.8' �X X I 1 1 AC I ' W _ Lot Description: o - .O o w OI I LOT 25, BLOCK 12, PLAT No. 1 , SUBDIVISION IL "A", ATLANTIC BEACH, AS RECORDED IN PLAT x I BOOK 5, PAGE G9 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. (`� x new N _ — covered I porch j I I x ' lu x I UI w x O x LOT 23 OAK o2-7 0 LOT 6"I No. Revision/Issue Date f 32" OAK 3 � x o I W General Contractor I xU Z NOTES I w U- THIS IS A BOUNDARY SURVEY I a Q ( o INTERIOR ANGLES AS PER FIELD 3 SURVEY AS FOLLOWS: A = 90° 11 ' 10" I I B = 89°45' I O"TI EXISTING C = 89"48'20" 12" PALM' 2 STORY FRAME I I GARAGE D = 90° 1520" d Address Surve Information Provided B T I PLAT NORTH ARROW PROTRACTED FROM JOHN Finn Name anROWAN DESIGN INC. y y I x Donn W. Boatwright, P.S.M. AC NO BUILDING RESTRICTION LINES PER 5 GUANA DRIVE I PLAT. PONTE VEDRA BEACH FL Fla. Llc. Surveyor and Mapper No. LS 3295 � , Fla. Llc. Surveying * Mapping Bu51ne55 No. LB 3672 AREA IN I 0.81 (904) 759-7087 Ph. 241 -8550 1 .2' I .T .. . 0.9' Y THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE FOUND 5\8" REBAR, NO 0.3' G WOOD 50.00 FOUND 1\2" IRON PIPE, THE 0.2% ANNUAL CHANCE FLOOD PLAIN) CAP D FENCE 49.85' FIELD O'4� NO CAP Project Name and Address AS DETERMINED FROM THE FLOOD C I G WOOD EZELIUS RESIDENCE INSURANCE RATE MAP COMMUNITY PANEL x FENCE 3 5 6 I OTH STREET No. 1203 I C0409H, REVISED JUNE 3, LOT 26 LOT 24 2013 FOR DUVAL COUNTY, FLORIDA. LO r 28 FILE COPY ATLANTIC BEACH, FL K O C 1 2 L B REVIEWED FOR CODE COMPLIANCE DRAINAGE PLAN CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS Pro* Shoe REVIEWED BY: DATE: 3 3 '7 2015-0017 -! / Date DRAINAGE PLAN _ 2/21 / 17 SCALE I "= 10, Is „_ 101 OF 7 SHEETS 2 3 2017 34'-8' lo 34'-0' 1'-8 112' 1'-8 112' I'-8 112' 1'-8 1/2' 14'-5 1/4' 14'-5 1/4' 7' General Notes K.X11 - - - - - - - - - - - - - - - - — — — — — — — - - - - - - - - -6LIN IX VERIFY ALL DIMENSIONS AND 31'-O° 7'-6' S'- ' 4'-4' NT 7'-O" 5'-9 3/4' CONDITIONS. 101-1 9'-4" 101-10" I P RCH j - ALL DIMENSIONS ARE MEASURED 305 6060aed S.H. 3o O 5.H. I I N , TO FACE OF BLOCK, FACE OF I I h se = 306 fixed FRAMING MEMBERS - UNLESS 101-1 2'-O' 7'-4" 5'-0" = I I bib N OTHERWISE NOTED. CIO WE N _ �O' , 3'-0" I I 1'_O' ALL NEW PLUMBING FIXTURES, BEDROOM # I 4 ---- I I 4'- 13'-0' 151-01 TILE, LIGHTING FIXTURES, N BEDROOM #2 o I I = CABINETRY, APPLIANCES AND (afl I I N 5TU DY/ LIBRARY FLOOR COVERINGS TO BE _ 12'-4"x 12'-O" 12-O x 13-O" I I SELECTED AND APPROVED BY 112'-2 x = OWNERS BASED ON T-10" 5'-a' -8" I I I N `� — DINING ROOM- - G'-O' CONTRACTOR PROVIDED „ „ '-2° G'-a' P-2., 3'-8° F- ALLOWANCES. _0 x 2668 1 „ - I I _ N 11 6068 blfold N I I HVAC SYSTEM REQUIREMENTS TO It- 3'-8• 5'-O' , 6° BE DETERMINED BY OTHERS. N - -- -- - - - N N 6068bifold = -' ————— ——— 5068 pocket door(2 8'-4' 4'-2" 5'-10' — (V 2668 � I'-8 I/2" STRUCTURAL SYSTEMS - y O w pCDDXt plywood door m over `r 4268 opening- REQUIREMENTS TO BE DESIGNED o N Z �z N sottenre x - DETERMINED BY OTHERS. 3-0 2- ° - 3 1 1 _ DESIGNER ASSUMES NO LIABILITY Q x �w w p - CLCq / <_o Co - ---- N N Z N = N I I ` UTILITY CLOSET FOR ERRORS OR OMISSIONS IN a`"°M-- LU o N o (� I p� BUILDING PLANS. CONTRACTOR TO _ = _ �o o ------2„---- ii \,�� ENTRY y VERIFY THAT SCOPE OF WORK N – ” _ A/C —� o C MEETS ALL APPLICABLE CODES I attic stair - --- = PRIOR TO COMMENCEMENT OF I attic stair I - 2 , N I l� CL cc _ 0 _, = I I - 4„ 3'_I O" I I 14'-4' N CID ° a (\I WORK. N -1 ----------- in y COAT - 3068(2) `\1 o cfl CM C: - " '-10' '-6" _ I'-8 1/2" N U I2868 LAUNDRY _ — ------- o -3 3/4' CL05ETcm ' Nt 4) t co N 13'-6 x 5'-6" V a = --- --- —_---_---- _ ---- ------------ 4'-2` - 2'-9 2'-4" 3=I U X 1 1 ---- ---- ---- ;----------1 6 1/2' Wnnai ga FLEX ROOM _ — ~ 3'-8" '-10• 9'-2' 2-o• I �p 2 68 ------- _ _ , water h ter 4 O" rE11111 12'-4"x 1 1'-O" I blfold— O --- I Q i I I I I ------ N N I -- N I t l I I O tIn-E I II _ 11 II I1 11 A/C o N ° I PANTRY (in `t �' �r 6'-11" `� 7'-5° o ; i i i i N —J N ° 7 i 11 11 " 4--lo, I MASTER CLOSET = I i i LIVI GROOM . _ 1'-1 O' '-2' 7'-4' ' i = i I [2:C I i ----- GOT - I 01-G" 2--b- 3 6 2668 pocket 7„ _ l l 3 0' 11 I I KITCHEN 41 "CDX plywood over = _ I 1 1 pocket door frame — — — 2' CISi i I I I I j 9'-!O'x 13'4' 61 LINEN „ N� 61, 3'-2 = I 11 = I I I -- ------ N I 11 N r ----� A/C MA5TER BEDROOM = ' ' ' ” 506 I 1 1 I I I I I I I ' 2'-6 I 16'-2•x 13'-6' _ = MASTER BATHROOM _ I I I' ll raked counter 1 1 I I I blfold co I I I 1 1 42'a.f.f. I I I I I I I 1 1 tO � '-0" N I I I 0 1 1 I I I I i N O I I i I I I I I I I I I I •s l I � dV11AM111AI I I t\ I I I I I I I r I I - 1 1 = I 1 1 4' I I 4' I I 1 II 4'-8' II I a- " 4'4" I ---- I I •� • i II - I - t I I cfl 4'-0' i i -- I I N 5'_ • 1 A I No. Revision/Issue Date `' _______________ I I _ -' ---+------ ---- ------ ---- ---------- I _ -r----- r------ - r---------- • I 1 1 I I 11 ° °I ho General Contractor I 11 I I I I S E I I bib r/MMEMEN 111A (2) 3050 S.H. 16 6 1616 1616 IGIG IGIG 263 faced 6068 s idmg I'-8 112" fix d fix d fuc 0 fixed fixedh 8'-7" 8'-I" '-6' 1'-1 1" 2'-6' I'-I I" 4'- " O b0 11 1'-8 I/2• glass d r 1 - -t N „ 2'47 2'-0" 4' 2'-G' '-9" '-8' 5'-0' 2'-O" 10 I = REAR SECOND FLOOK PLAN I I PORCH I I 16'-8 x 1 a-2' I I Firm Name and Address SCALE 1/4" = 1 i-oil ,,_$ 1/2• I'_81,2. JOHN ROWAN Df-SIGN, INC. _ - - - - - - - - - - - - - - 5 GUANA DRIVE 12'-7' PONTE VEDRA BEACH, FL '-81/2' 1'-81A2' (904) 759-7087 16'-8' 16'-O' 21-01' AREA CALCULATION5 FIRST FLOOR CONDITIONED 1 ,375 5QUARE FEET f I RST FLOOR PLAN Project Name and Address EZELI U5 RESIDENCE SECOND FLOOR CONDITIONED 1 ,422 SQUARE FEET SCALE 1/411 = 11-o° 3 5 G I OTH STREET TOTAL CONDITIONED 2,797 5QUARE FEET ATLANTIC BEACH, FL FRONT PORCH 265 SQUARE FEET FLOOR PLANS REAR PORCH I G9 5QUARE FEET A F TOTAL UNDER ROOF 3,231 SQUARE FEET ProjectSheet 2015-0017 rote 2/21 / 17 - 2 t–On OF 7 SHEETS ren, ^ 0 17 OFFICE COPY General Notes VERIFY ALL DIMENSIONS AND CONDITIONS. ALL DIMENSIONS ARE MEASURED 8 1/4" TO FACE OF BLOCK, FACE OF 4'-0" FRAMING MEMBER5 - UNLESS 12 OTHERWISE NOTED. 5� typical for lower metal roof(see exterior elevations) 21 -01 35'-0' ALL NEW PLUMBING FIXTURES, 34'-7•2% 1105' TILE, LIGHTING FIXTURES, CABINETRY, APPLIANCE5 AND -x� x��x� �x��x I G'monolithic footin per structural ��------------------------------------ ��-------------------------------------�� e p FLOOR COVERINGS TO BE I I F------------_------------- sheets ---------------------------- , --- -- , SELECTED AND APPROVED BY = OWNERS BASE D ON concr � roifoundation�an(�ovide termite CONTRACTOR PROVIDED2nd floor walls below -----------------------------� protection per specifications) ALLOWANCES.------------------------------- ----------- ---- 4'-0' ----------_--- HVAC SYSTEM REQUIREM ENTS TO I N I I I I 1 ; ' , -- ------------------------- - --- BE DETERMINED BY OTHERS. I I ----- ---------------- -------- -----L-1-� 1 , I 1 I L-- ----------------------- _ --_- i i I I 13--2- 17'-9 15/1 G STRUCTURAL 5Y5TEM5 4� REQUIREMENTS TO BE DESIGNED 41i 31�-� i DETERMINED BY OTHER5. y� FOR ER O MI I N IN conventionally framed DESIGNER A55UME5 NO LIABILITY i � RORS RO 1 i 1 ; I PORCH roof system, � SSO 5 vaulted, ical all orches i a' I ' 1 i lode (per structural sheets) = o BUILDING PLANS. CONTRACTOR TO I I I - - O I I I VERIFY THAT SCOPE OF WORK MEETS ALL APPLICABLE CODES y PRIOR TO COMMENCEMENT Of I � reinforced concrete footings jI per structural foundation plan sly ope slope i (typical) WORK. _ , 4'concrete slab per structural I I ' foundation plan (provide termite I k ' I '- ' protection per specifications) 8'cmu masonry stem walls I (typical) I I I \ I I I I ti 17'-3" 5-2" 8'-7" ' 1 I I , � I , 1 I I I ------------ in I I I I I I I I I I I I 1 pull-down attic stair I I I I I I O' , 2. I I I p I I I M I 1 I _ - I I I i - � I I I k� L------------ 1 lex I _� -' L-----j I f I --� I ' 1 �x� - - , 1 2 12 slab elevation d for reference only _ 1_4• 8 1/4 7 7 i 4'-0- i cn i 3'-O' I , _ in ' 1 1 i (2) 3'-0'by 3'-0•by 4' = thick concrete AC pads , I 3'-O' co I i I I I 1 I I i slope slope in � No. Revision/Issue Date i 4'concrete slab per structural ; N , I , foundation plan(provide termite ; I N i protection per specifications) ; I General Contractor reinforced concrete footings 30'-1 1•WIDTH OF ROOF ; i ; I per structural foundation plan TRUSSES TO ALLOW? i 1 i (typical) EXTERIOR WALL SHEATHING TO BE FLu511 WITH CONCRETE SLAB ; I 8"cmu masonry stem walls I ; (typical) I 1 1 1 I I 2' " i 31'-O" 1 2'-0" i 1 , I I I � I � ---------------------------- ---J I Finn Name and Address I 2nd floor walls below I 1 HN ROWAN DESIGN, INC. I II ---------------------- ---L------------- -------------------------------------- ---- �� I 5 GUANA DRIVE �x �' kx� ' ; • p PONTE VEDRA BEACH, FL I I I I L I (904) 759-7087 I I I I I I I I 1 1 I I I I i 1 conventional) framed ' 12 12 I i = i 4'concrete slab per structural I Y L I i foundation plan(provide termite vaulted ceding per ; 7 7 I - protection per specifications) I structural sheets (NOTE: NO COLLAR TIES) I I I I I I I I I I I I I N I I slope slope , .00f Notes: ' a' ' I . All measurements are from face of walls. i ; Project Name and Address �x� _. Facia to be plumb cut. ________________ _-_--_-_--- EZELIUS RESIDENCE lex Fx� ----- ------- ------ -�x� x� % All overhangs to be 2'-0" unless otherwise I G•monolithic footing per structural 3 5 6 I OT H 5T RE ET --------------- ----------------�� toted. sheets . Sheathing per structural sheets - 3/4" CDX ATLANTIC BEACH FL 2'- I '- 2 5. Roofing materials to be architectural shingles. '- • 4147 Main Roof to be 7 in 12 pitch. I ROOF PLAN FOU N DATION PLAN ROOF FLAN AP1\-.1(0--..".bH1Tf—CTURAL FOUNDATION PLANOct(772015-0017 sheet Roof plan provided for geometric planing purposes only. See SCALE 1/4 = 1 '-O" structural sheets for structural detall5 and reaulrement5. Any SCALE I/4If = I '-O" Architectural foundation plan provided for non structural details only. pate Roof system to be pre-engineered wood reference on thl5 plan to structural elements are for planing Dlmen5lon5 may vary slightly due to See structural sheets f structural details and requirements. Any 2/21 / 17 trU55e5 per trU55 plant Structural drawings reference on this architectural foundation plan to structural elements unless otherwise noted. purposes only, Structural 5heet5 take precedence. field modifications and ad�ustment5 are for planing purposes nly, structural sheets take precedence. scale a5 noted Of 7 SHEETS 211017 OFFICE COPY ELECTRICAL NOTES: 1 ) THERE WILL BE FOUR OUTDOOR CAMERAS ADDED FOR A PRIVATE SECURITY 5Y5TEM . THE PLACEMENT OF THE CAM ERAS WILL BE DECIDED UPON AFTER FRAMING. THE CABLES WILL BE ROUTED TO THE UTILITY General Notes � CL05ET. I WILL FURNI5H ALL EQUIPMENT AND CABLES REQUIRED 2) THERE WILL BE PRE-CABLING FOR DlrectTV OR D15H SATELLITE VERIFY ALL DIMENSIONS AND CONDITIONS. SERVICE ROUTED TO THE UTILITY CL05ET. ELECTRICIAN TO FURNISH THE ' ALL DIMENSIONS ARE MEASURED RGG SHIELDED COAX CABLE. TO FACE OF BLOCK, FACE OF I 3) 50ME OF THE LIGHT 5WITCHE5 WILL HAVE DIMMERS. FRAMING MEMBERS - UNLESS 4) THERE 15 A DESIRE (NOT A MUST) TO HAVE A SWITCH TO TURN ON _ _ _ - _ OTHERWSE NOTED. AND OFF THE THREE OUTDOOR LIGHTS ON GARAGE BUILDING. - - - - - ALL NEW PLUMBING FIXTURES, I TILE, LIGHTING FIXTURES, i ------------------------ I I CABINETRY, APPLIANCES AND G I FLOOR COVERINGS TO BE hose IT — wr — \\ SELECTED AND APPROVED BY AFP AFr p� WP I I bibb �- GR G APP AFF AFP ELECTRICAL FIXTURE LEGEND OWNERS BASED ON CONTRACTOR PROVIDED ' I Tv ALLOWANCES. "f -- i I / WALL MOUNTED LIGHT --'— I i HVAC SYSTEM REQUIREMENTS TO CEILING LIGHT BE DETERMINED BY OTHERS. AFP � ► \ \ PENDANT LIGHT STRUCTURAL SYSTEMS AFF \ \` N I I ' \\ \\ PUCK L.E.D. LIGHTING REQUIREMENTS TO BE DESIGNED `\\\\ `\ \\\ ; \\ \ DETERMINED BY OTHERS. 0 RECESSED LIGHT DESIGNER ASSUMES NO LIABILITY ADJUSTABLE RECESSED FOR ERRORS OR OMISSIONS IN \\ r \ ► \ electrical 5er\nce panel BUILDING PLANS. CONTRACTOR TO I OKE \` I I 1 1 \ I / I +k structured wrong LIGHT "EYEBALL" VERIFY THAT SCOPE OF WORK �i 0 oR AFP --� SMOKE 1 / __ panel to be located in ° O° DOCTOR ;,� - .\ UTILITY CLOSET FLOOD LIGHT MEET ALL APPLICABLE CODES 3 =_____�+___ Aqua-Rex PRIOR TO COMMENCEMENT OF 5MOKF / / "-_ `, _ _ >A svAtch / softener DUPLEX RECEPTACLE a Ight /j ; DETECTOR - \ i - - \ � _- _ \ %/ % bow- % WORK. 5W, h / o I I 1 ` 48'fixture UTILITY SWITCHED DUPLEX RECEPTACLE eel 5MOKE I \\\ `=C\\ CLOSET 3& 220V RECEPTACLE ---- - -- 1\ DETECTOR ` \ ________ ` t ___ -------r-- , GFI GROUND FAULT INTERRUPT ---- --- R ATTIC NOTES: PROVIDE LECTRICAL I i ® _ 1 O ; 1 4 ��'/ to hghtsln \``� 4 CONNECTION TO AC AIR HANDLER IN i A/C i �\ `.�` ; AFP ARC FAULT PROTECTION GFI / I \ ' pull-down attic __ ATTIC. ATTIC TO HAVE EIGHT 4'-0" LED I \ r o \ _ (Rj attic 5talr \ \ CLOSET / � \ $ TOGGLE SWITCH \\ CEILING LIGHTS, 1 O DUP .EX I \\ \\ j RECEPTACLES, A THREE AY SWITCH ,; N `\ $s 3 WAY TOGGLE SWITCH TO CONTROL ATTIC LIGHTING AND wF /'e$ � D / Q O \� TWO DATA/ INTERNET O ITLETS Gfl __-----__ , , 1 ---- DIMMER SWITCH AFP /' MOKE SMOKE I �' " `\` D CrOR DETECTOR \� prep for 220-240 --� -� ________-------------------- ------------------- I / CABLETELEVISION OUTLET , 48 fixture _ 48 fixture ------ ---------� I Rinnai a5 volt future car char er ��(� r 9 / / 9 \\ \\ R water heater CI TELEPHONE wP D -- _ -- \ -- INTERNET/ DATA " � WP IV SMOK1 ypy /�•'� i V I -(2r 2 `fixture�i GFI WP WATER PROOF FIXTURE DETECTOR - �/�^vA i i �/ `�----"'� / i I ® A/C EXHAUST FAN r- - - - - — - - - - � r I I I I I r o R \ 1 AFF b0h\\\\ I 48"fixture 48"fixture I r j �\ �\ ---\ i i Q SMOKE DETECTOR v v 1 v r v v AFP -TV I 1 \ ` I \ ' �' \ \\ ' ' `\ 1 WALL MOUNTED LIGHT 1 = 1 1 1 AFP \ "----- � � \\ \ \\ *11, 4 UNDER COUNTER LIGHT ��\ SPECIAL ELECTRICAL CONNECTION AFP.\ ��/ _ — _t N i \\ i,l' LV LOW VOLTAGE L.E.D. STRIP LIGHTING GFI N 1 \ � A I 1 R ( G No. Revision/Issue Date raised counter I i �- / 4. _----- \\ ------- --- \ I 42'a.f.f. 4 LED CEILING LIGHT \ I I I \ I I\ I I I I 1 I--t- -1 I I I \ I I I O \ 0 l ' General Contractor 2 LED CEILING LIGHT 1 I 1 11 I I GFT ___ ©L ----J �, 1 O / \ \ I I FAN PREWI RE AFF R ---F-------J L------- - ---------- L---- -� �c AFP ® / `\ moi' � ` 1 I h05C FYI' ------ I `3 AFF AFP ' '' `Y 1 1 ' \ - WP GF9 I I \``� -----"' ///� WP _ 1 I ill GFI Firm Name and Address JOHN ROWAN DE51G N, INC. 5 GUANA DRIVE PONTE VEDRA BEACH , FL S ECO N D f LOO R ELECTRICAL P ------ ,'— ,; I I I I ��/ I I I I (904) 759-7087 � SCALE 114" = 1 —O" / to exterior garage lights — — — — — _ — / / \ 1 `\ Project Name and Address to low-voltage land5cape hghtm6j to `�, EZ E LI U 5 RES 1 D E N C E illuminate oak tree ------------------- to low-voltage 3 5 6 I OTH STREET `\ \ land5caP e li htm to ATLANTIC BEACH , FL \� 9 9 V/ illuminate oak tree ELECTRICAL PLAN E EIRST F LOOK LECTRICAL PLAN SCALE 1/411 = 1 '—O" fDProject Sheet 2015-0017 Project 2/21 / 17 1 A- 5 t Scale 1 /44 II_ 1 '-0" OF 7 SHEETS OFFICE COPY j i 1 f General Notes VERIFY ALL DIMENSIONS AND Oth CONDITIONS. 5TRE ET _ 40' RIGHT OF WAY PAVED PUBLIC ROAD � - - ALL DIMENSIONS ARE MEASURED TO FACE OF BLOCK, FACE OF PLACE EX15TING BRICK FRAMING MEMBERS - UNLE55 WITH TURF 15LOCK5 OTHERWISE NOTED. ---- -- --- ---------- ° o Oo0 apprommate EOP ALL NEW PLUMBING FIXTURES, o °o °o°o° o° o o°o o° o°o°o °o ° TILE, LIGHTING FIXTURES, 4 00 00 00°00 �0 0 0 0 0 0 00 0° o CABINETRY FOUND I\2" IRON PIPE, °� ": .•, 0 00 000 < 9 F LD APPLIANCES AND 0 0 0 0 0"0 0 °o FOUN IRON PIPE, CAP FLOOR COVERINGS TO BE NO CAP o00 0° o°000 O 00000 00 ! I��EGI�LE SELECTED AND APPROVED BY 600.00' OWNERS BASED ON o.2' a ' CONTRACTOR PROVIDED � ALLOWANCES. LOT AREA CALCULATIONS HVAC SYSTEM REQUIREMENTS TO -- I - � � � � BE DETERMINED BY OTHERS. TOTAL LOT AREA 6,500 SQUARE FEET E ® E port-O-let I W STRUCTURAL SYSTEMS REQUIREMENTS TO BE DESIGNED NEW RESIDENCE 1375 SQUARE FEET NEW COVERED PORCH ( * DETERMINED BY OTHERS. DRIVEWAY 4 PATIO _ - -- - -- -__-- - - -_—_20' building restriction h -- i-- PERVIOUS PAVERS @ 5 768 SQUARE FEET j DESIGNER ASSUMES NO LIABILITY NEW FRONT PORCH 263 SQUARE FEET I Q FOR ERRORS OR OMISSIONS IN NEW REAR PORCH 169 SQUARE FEET ' BUILDING PLANS. CONTRACTOR TO ALL A/C PADS 30 SQUARE FEET VERIFY THAT SCOPE OF WORK � I NEW REAR STOOP 16 SQUARE FEET EXISTING 2 STORY GARAGE MEETS ALL APPLICABLE CODES 608 SQUARE FEET 0.2' 0.7 j PRIOR TO COMMENCEMENT OF TOTAL LOT COVERAGE3,229 SQUARE FEET NEW TWO - / I V J WORK. % OF LOT COVERED 49.G% s�CK _ STORY FRAME j WI RE51DENCE j No. 356 o AC I I � U 2.8' ❑ j -x x� FRO] i Lot De cri ion: _ AC LOT 2 5 BLO UJ O I r _ O � CK 12, P T No. 1 , SUBDIVISION �_ IO r- j - "A", ATLANTIC BEACH, 5 RECORDED IN PLAT �y M BOOK 5, PAGE G9 OF THE CURRENT PUBLIC Q I RECORDS OF DUVAL COUNTY, FLORIDA. N new covered — C porch i z I I L - 0 - LOT 23 LOT 27 3 OAK X36* OAK I No. Revision/Issue Date NOTESGeneral Contractor ITH15 15 A BOUNDARY SURVEY I TERIOR ANGLES A5 PER FIELD I 5 RVEY A5 FOLLOWS: _ A = 90° 1 Ill O" I B = 89045' 10" i NG 5 0 12' PALM" 2 STORY IFRAME o C = 89°48'20" I GARAGE D 9001520 5urve Information Provr ed B : NORTH ARROW PROTRACTED FROM I .2 PLAT. Firm Nome and AddressDonn W. Boatwright, P.S.M. AC NO BUILDING RESTRICTION LINES PER JOHN ROWAN DE51GN, INC. Fla. Lic. Surveyor and Mapper o. LS 3295 — - - p I 10' building - - - - r�estr�ctlon line -�-- T. 5 GUANA DRIVE Fla. Llc. 5urverng * Mappllnej5t15inC55No. LB 3672 DPONTE VEDRA BEACH, FL Ph: 241 -8550 I � C o.8' 2 0.9 (904) 759-7087 THE PROPERTY SHOWN HEREON A PEAR5 . x TO LIE IN FLOOD ZONE "X" (AREA O T51DE FOUND 5\8" REBAR, NO 0.3' G' WOOD 5 0. O FOUND 1\2" IRON PIPE, THE 0.2% ANNUAL CHANCE FLOOD PLAIN) CAP FENCE 49.85' FIELD 0.4'/ NO CAP J A5 DETERMINED FROM THE FLOOD INSURANCE RATE MAP COMMUNn PANEL I G' WOOD Project Name and Address No. 1203 1 C0409H, REVISED JUN 3, ' FENCE EZELIU5 RE51DENCE 2013 FOR DUVAL COUNTY, FLORI A. LOT 28 LOT 26 I LOT 2 3 4 56 10TH STREET B L p C K 2 ATLANTIC BEACH, FL Vehicle ParWng Space ® SITE PLAN port-o-let Sheet Project 51TE P 2015-0017 /1/7/ 1 6 SCALE Ill= 10' Date 1 (� � um ster now I Scale 111= 10' OF 6 SHEETS r 4 rh roof height +34'-7 IIIrod hm ht _ above grade I2 General Notes �7 = VERIFY ALL DIMEN51ON5 AND i � fiber cement mmulated CONDITION5. ALL DIMEN51ON5 ARE MEASURED TO FACE OF BLOCK, FACE OF — FRAMING MEMBERS - UNLESS +24'-2 h top of attic truss 111 11 U 11 111 11 111 11 111 Hill 11111 11 1 HIM IIIII OTHEKW5E NOTED. side-wall -- --- - ALL NEW PLUMBING FU(TURE5. see typical wall action _ -. � "�' — — --- — - see typical wall action TILE LIGHTING FIXTURES. +2 I-2 second floorCABINETRY, APPLIANCE5 for eaves detail _ wall date - _ �ear detail FLOOR COVERINGS O BE AND SELECTED AND APPROVED BY a2x4 tnm OWNERS BASED ON- 2"trim boards(typical) _ CONTRACTOR PROVIDED ALLOWANCES. =, JL_ ❑_ ❑_ - --- 2x4 carrier board HVAC 5Y5TEM REQUIREMENT5 TO 1h 91 nulated �' - ❑ !D - (typlcaq BE DETERMINED BY OTHERS. - 5TRUCTURAL 5Y5TEM5 4 REQUIREMENT5 TO BE DESIGNED +I z'-I finished floor 4 DETERMINED BY OTHERS. m I conventanally fisnred md ' Y Ilkad CO ling per DE5IGNEK A55UME5 NO LIABILITY first floor wall -- - No cou!�elm(NCM FOR ERRORS OR OM1551ON5 IN wrapped m wrappedbeam b"m BUILDING PLAN5. CONTRACTOR TO - - �� ❑ ❑ - VERIFY THAT SCOPE OF WORK ® � ® MEETS ALL APPLICABLE CODE5 (typical s�FT syp _ PRIOR TO COMMENCEMENT OF :em-� .1..�_J WORK. (typical all columns) -- wrapped 6"x6"PT syp#2 (typical all columns) wrapped 6'Sc6'f'f syp I2 see column detail sea column detail � (t4wi I all columns) alap sid see column detail _ fiber cement simulated side-wail shingles — 1747 first floor rderence on grade - grade EAST ELEVATION (5ide)_ SOUTH ELEVATION (rear) 5CALE 114 N = PI SCALE 1/4 il = I '-0" +34'-2t 'Ahrte{ hawt +33'-3 +34'-7 ' Ak roof above grade 14,1 above grade — 12 No. Revision/Issue Date - II 7 s��_��_ _ = General Contractor am _ m _ fiber cement simulated side-wall shingles _ '� l��i❑Jill II JAJ 1 L_il 11 LLL! I I --_ +24'-2 of attic trvse 2 s - see typical wall section see typical wall section in see typical Wall section for eaves detail for eaves detail +2 I'-2 ' second floor for cavae detail _— wall fivined Firm Name and Address corwantion - ❑ vaulted ;lngp _ L_ JOHN ROWAN DE51GN, INC. 'NO COLLAR (N=: - ❑ _ Weser board 5 GUANA DRIVE 2x4 comer board � 2x4 corner board � �' I' �— ( qq 17115) PONTE VEDRA BEACH, FL (typrcaq - ' 2x4 trim boards(typical) 2x4 tram boards(typical) - LLJ 759-7087 aftnal - +12'-I finished floor _ i '2 5m I ro Project Name and Address skis-Vall shingles� — +'°'-'" fi"tf'°°''w'" f EZELIU5 RE5IDENCE '"rappel beam - wnipped beam — — wroplied 3 5 G 10TH STREET ATLANTIC BEACH, FL top of porch beams -Afiber cement simulated la skim (typical all porch rT 9W 02 IEEIL p 9 ( I� 61y�. _ lap siding beams) (typrgl all columns) No column dead IFIL L JEEE see column�„l ELEVATIONS see column dear) wrapped 6'x6'FT syp 02 (typical all columns) Project Sheet fiber cmnenrt simulated 2015-0017 ado-Mrau sFrnglp a-o� fiat floor rofieronce on --- — �; fiber t simulated sole-wall shingles pate 1 GA- 3 grad grade G/ Scale 1 /4 N 1 '-011 OF G 5HEET5 WE5T ELEVATION (entrance) NORTH ELEVATION (frb- nt SCALE 1/4 N = I 'I SCALE 1/411 = 11_011 r General Notes VERIFY ALL DIMENSIONS AND CONDITIONS. ALL DIMENSIONS ARE MEASURED TO FACE OF BLOCK. FACE OF FRAMING MEMBERS - UNLESS OTHERWISE NOTED. - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - -- -- -- -- ALL NEW PLUMBING FIXTURES. TILE, LIGHTING FIXTURES. CABINETRY. APPLIANCES AND ----- --- I FLOOR COVERINGS TO BE hose - I I SELECTED AND APPROVED BY � AIT AM Wr bibb Will, o ' o ELECTRICAL FIXTURE LEGEND 0WNER5 BASED ON � R I I 1 CONTRACTOR PROVIDED AM --L/ I I �--qp WALL MOUNTED LIGHT ALLOWANCES. i HVAC 5Y5TEM REQUIREMENTS TO I AR TM CEILING LIGHT BE DETERMINED BY OTHERS. AIT \��` , TM AR \, N \ \ PENDANT LIGHT STRUCTURAL SYSTEMS 4 - REQUIREMENTS TO BE DESIGNED PUCK L.E.D. LIGHTING � DETERMINED BY OTHERS. \`\�•` ; \\ � I I \\ \`` •'� I � RECESSED LIGHT DESIGNER ASSUMES NO LIABILITY ADJU5TABLE RFCE55ED FOR ERROR5 OR OMISSIONS IN - - - - - - - _ ;; O ,M LIGHT "EYEBALL" BUILDING PLANS. CONTRACTOR TO SUM VERIFY THAT SCOPE OF WORK / ' r / ' ` \ FLOOD LIGHT MEET5 ALL APPLICABLE CODES Rex �'I O °' r a ------� qua- A& DUPLEX RECEPTACLE PRIOR TO COMMENCEMENT OF sMOKe __ _ / _ tO 11111111111111111116- � ' D ' - - / �\ j + l softener SWITCHED DUPLEX RECEPTACLE WORK. i R UTI LIN xwr CLOSET 220V RECEPTACLE -----____-- �` NOM noo�nDEer --- \r-- GFI GROUND FAULT INTERRUPT ,/ �. 4 R TO AC AIR WWDM INA ATTIC TO / 1I 1`71J i ,' o +' `. ) �'`K TM��'^AOR" + ) ) A/C i i AFP ARC FAULT PROTECTION j I` pull-down MOUNTm TO GMuNG i ` ,\ `�' attic stair `\\ I l�R1J \ FCL05ET r � $ TOGGLE 5WRCH , ) I I co AV(;)Arr �`.\ L- - : J 14/ , �,� N50 $s 3 WAY TOGGLE SWITCH /' / 0 O \, — — — ` � 1 �` � $� DIMMER SWITCH Ari' / I GM CABLE TELEV1510N OUTL ff --------J L---_------.-J !r Rlnnal gas water heater 7;� TELEPHONE D I �/ i '1 i _ _ INTERNET/ DATA WP WATER PROOF FIXTURE DETECTOR I A/C EXHAU5T FAN AM \\\ _i , \ , 1 I — ► — 0 SMOKE DETECTOR II _ Apr � �_____�•� `-��\ i i \�� \`� i i \\�` U i � Q WALL MOUNTED LIGHT AR i i I -' i `�� /) ® UNDER COUNTER LIGHT ® SPECIAL ELECTRICAL CONNECTION -+' r , ' 1 J LV LOW VOLTAGE L.E.D. STRIP LIGHTING A� ' i r R A/C \ / I / I C�r ----� �� raised counter No. Revision/Issue Date / ____-- \ 1 p I 1 �� 4' FLUORESCENT CEILING 42"a.f.f. am Wr LIGI 11 75++ 1 0 1 General Contractor 2 FLUORESCENT CEILING � ' 1� ((Its s l I o i R R \` i i R i II! i t i \ �1 LIGHT -4 l i 1 I I 11 I I I I ♦ I I I I AM 1 \ R ` ----J O FAN PREWIRE --- ---_-_-J L------------------ --------J L---_------J --L AIT hose AR I I I ,/ ,'I haw `� blbb hos NT ! / GM I -- Frm Name and Address 1 � JOHN ROWAN DESIGN, INC. II II S GUANA DRIVE PONTE VEDRA BEACH, FL 5ECOND FLOOR ELECTRICAL P 904 759.708 II II ( ) 7 II II SCALE 1/4111111 = P-0 - - - - - - - - - - - - - - - Project Name and Address EZELI U5 RE51 DENCE 35G I OTH STREET aJ ATLANTIC BEACH, FL f IR5T FLOOR ELECTRICAL PLAN ELECTRICAL PLAN SCALE 1/411 = P-9 Project Sheet 2015-0017 Date 12.1711 2 / 1 / (G7 A- 5 Scale 1 /4 I '— -0" OF G SHEETS General Notes VERIFY ALL DIMENSIONS AND Sec. 24-83. -Required yards and permitted projections into requ ired yards. CONDITIONS. _I 5TREET ALL DIMEN I Oth SONS ARE MEAS _ URED — TO FACE OF BLOCK, FACE OF (a) 40' RIGHT OF WAY PAVED PUBLIC ROAD FRAMING MEMBERS - UNLESS Required yards. Unless otherwise specified in this chapter, every part of a required --REPLACE EXISTING BRICK OTHERWISE NOTED. yard shall be open and unobstructed from the established grade to the sky, except for __-__------- WITH TURF BLOCKS structures that do not exceed thirty (30) inches in height. ------ d— 0 0 0 o approximate EOP ALL NEW PLUMBING FIXTURES, 0 0 0 o TILE, LIGHTING FIXTURES, 0 000 0 00 00 00 0 0 b r0011, 0 00 0 000 0 000 0 O 00 00000 _o_o. 0.0 0.0° o° o CABINETRY, APPLIANCES AND °o o°o < .9 FI LD °o FLOOR COVERINGS TO BE Structural projections. Architectural features such as eaves and cornices, and FOUND I\2" IRON PIPE, =. 00 000 o FOUND I/2 IRON PIPE, CAP 0 0 0 o It1EGIB�E SELECTED AND APPROVED BY NO CAP 00 00000 0 00000 0o OWNERS BASED ON cantilevered bay windows, open balconies and porches may project a distance not to 6OC .001 CONTRACTOR PROVIDED exceed forty-eight (48) inches into required front and rear yards. Such balconies and 0.2' I, ALLOWANCES. porches may be covered, but shall not be enclosed in any mariner, except thatI"_ — new eaves and open covered HVAC SYSTEM REQUIREMENTS TO balconies and porches within rear yards may be enclosed with screening only. Eaves W porch project 48" into front I BE DETERMINED BY OTHERS. U setback allowed per 5ection and cornices, cantilevered bay windows, chimneys, and architectural elementsI LU 24-83 (b) STRUCTURAL SYSTEMS intended to create design relief along the side wall plane may roject into required ® "�— port-o-let o line .s 48" b and front �'�'", REQUIREMENTS TO BE DESIGNED -e ---- I DETERMINED BY OTHERS. side yards, but not beyond twenty-four (24) inches. --------------------------- ______________________ ____________ — 3��ng r7 side Ione ; `r 14 DESIGNER ASSUMES NO LIABILITY (c) FOR ERRORS OR OMISSIONS IN 20 building restriction line Mechanical equipment. Equipment such as heating and air conditioning units, pumps, Q BUILDING PLANS. CONTRACTOR TO compressors, or similar equipment that makes excessive noise, shall not be located new eaves project 24" into Side I VERIFY THAT SCOPE OF WORK coin p Setback allowed per Section I MEETS ALL APPLICABLE CODES closer than five (5) feet from any lot line where such equipme t will be located 24-83 (b) PRIOR TO COMMENCEMENT OF I adjacent to the interior living area of an existing residence. This setback requirement k .2 0.7' WORK. w, I V 1 shall not apply where such equipment is to be located adjacent to a neighboring j w; NEW TWO architectural element (bay window) ( d 0R►GK STORY FRAME required by Section 24-174(c)(1) I garage, storage or utility area or other similar equipment. It is the intent of this WALK i complies with Section 24-83 (b) -as 0 RESIDENCE provision to require placement of such equipment in a location that does not .t projects 12" beyond side Setback- I No. 35G I bay window also complies with all <„) unreasonably disturb neighbors. This requirement shall not apply to such equipment new eaves project I I i_7. .n elements of Section 24-174(c)(1) side setback allowed per see codes listed on this sheet I lawfully installed prior to the effective date of these land development regulations. 5ection 24-83 (b) L - AC equipment complies with I 2.8' new eaves do not E -v 5ection 24-83 (c) - as I r n _" project beyond o I equipment is not adjacent to v NOTE. landscaping of this property shall meet all requirements of the code fisted below except no LOT AREA CALCULATIONS setbacks N $ A - neighboring living areas LU' second shade tree placement shall be required under m I- W p q TOTAL LOT AREA 6,500 SQUARE FEET C� 1 the provisions set forth in Section 24- 172(c)(4)(d) w O as two shade trees already exist in the rear yard _ NEW RESIDENCE 1375 SQUARE FEET �- O x new eaves do not O 1L project beyond o x I DRIVEWAY * PATIOsetbacks L O PERVIOUS PAVERS O 50% 7G8 SQUARE FEET w, w� . ., new „ ,0 .(�(� p Sec. 24- 172(c)(4) NEW FRONT PORCH 2G3 SQUARE FEET N M . covered . u I _ NEW REAR PORCH I G9 SQUARE FEET — I I (4) ALL A/C PADS 30 SQUARE FEET poi ch NEW REAR STOOP I G SQUARE FEET x Shade trees. In order to sustain the city's existing tree canopy and to provide shade alo the cit�ls - " ., residential streets and sidewalks, one ( 1 ) shade tree shall be provided within the r—red front yard and an EXISTING 2 STORY GARAGE G08 SQUARE FEET ; additional shade tree shall be required on the lot in a location at the property owner's discretion in TOTAL LOT COVERAGE 3,229 SQUARE FEET x I accordance with the followin provisions: u� g p % OF LOT COVERED 49.G% Z a. w0 x LOT 23 _1_r This requirement shall apply to the construction of new single-family and two-family dwellings and to structural LOT 27 0 3 " OAK36" OAK No. Revision/Issue I Date O alterations of an sin le-famil and two-family dwellin . Such required trees shall be installed prior to issuance O I , Y 9 Y Y 9 q (D of a certificate of occupancy or prior to final inspections, as applicable. (The requirements of chapter 23 of 3 ' , this Code shall also apply.) I U General Contractor b. Lot Descri tion: - W NOTES Required shade trees shall have a minimum size of four-inch caliper at the time of installation. A list of o THIS IS A BOUNDARY SURVEY I � - recommended tree species is available from the city. LOT 25, BLOCK 12, PLAT No 1 , SUBDIVISION o I R O INTERIOR ANGLES AS PER FIELD C. "A", ATLANTIC BEACH, AS RECORDED IN PLAT v 13 PURVEY AS FOLLOWS: Credit shall be provided for the following, and additional front yard shade trees shall not be required in such I EXISTING �,u 0 o �� p BOOK 5, PAGE 69 OF THE CURRENT PUBLIC 2 STORY FRAME I A = 90 1 I I O cases: RECORDS OF DUVAL COUNTY, FLORIDA. - GARAGE u I B = 89°45' 10" 1 ' I - Where healthy canopy trees exist in the required front yard, which are listed on the recommended tree list �' ' z 20 ' building restriction line89'48'20" f r-inch caliper; or 12" PALM - _ - - 24-4 from grade ' o o x g C = and are at least ou p to Tof_pea _ _ for new residence D = 90015'20" 2. NORTH ARROW PROTRACTED FROM Where oak trees exist in the required front yard, which are at least six (G) feet tall; or existing exterior wooden stags Y �� existing eaves do Firm Name and Address Surve Information Provided B 11" 3. Y project I I a ine seproject to sidtback �� not projebeyond I PLAT• JOHN ROWAN DES 1 G N, INC. side Setback O BUILDING RESTRICTION LINES PER Where healthy street trees exist in the adjacent right-of-way, which are listed on the cityls recommended tree Donn W. BOatWrl ht, P.S. V. allowed per Section 24-83 (b) _ � AC list and are at least four-inch caliper. Where installation of a front yard shade tree is required, such tree shall 9 _ _ _ _ _ 5 GUANA DRIVE Fla. Llc. Surveyor and Mapper No. LS 3295 10 ' budding restriction Ime 'I-P`T• not be planted within rights-of-way or over underground utilities. y p or detached arae � PONTE VEDRA BEACH, FL d. Fla. Llc. Surveying * Map Ing Bu51ne55 No. LB 3672 D garage Similar) credit shall be wen for the second required shade tree where such tree, as descnbed above, _ existing eaves project 240 ."J i C 0.8' (904) 759-7087 q Y 9 Ph• 24 18550 ,. 1 .2� rear setback allowed per I O.�' exists elsewhere on the lot. 5ection 24-83 (b) s x THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDEFOUND 5\8" REBAR, NO 0.3' G WOOD 50. 01 FOUND 1\2" IRON PIPE, THE 0.2% ANNUAL CHANCE -LOOD PLAIN) CAP FENCE 49.85' FIELD 0.41 No CAP AS DETERMINED FROM THE fLOOD 6'wooD Project Name and Address EZELIUS RESIDENCE INSURANCE RATE MAP COMMUNITY PANEL - FENCE No. 1203 1 C0409H, REVISED JUNE 3, LOT 2G I LOT 24 356 I OTH STREET 2 2013 FOR DUVAL COUNTY, LORIDA. LOT 28 O ATLANTIC BEACH , FL K Sec. 24-172 L 8 Vehicle Parking Space c) SITE PLAN Additional residential development standards. The following standards and requirements hall apply to that area defined in preceding subsection (b), and as further and more 5pecifically described for each particular standard or requirement: (1) port-o-let Side wall planes. To avoid stark, exterior side walls from facing the sides of adjacent residences, particularly on two-story and three-5torSheet y residences, the following standards shall apply to new two-story and three-story single-amdy and two-family dwellings; to renovations involving 51TE X2015-0017 structural alterations or additions to the Sides of existing 5mgle-family and two-family d ellmcgs, and where a second or third-story is added to an FLAN existing single-family and two-family dwelling. _ Date 2/21 / 17 a. um Ster Second and third-story exterior side walls, which exceed thirty-five (35) feet in length, Shall provide horizontal offsets of at least four(4) feet, orA — ' architectural details, design elements or other features, which serve to break-up the appearance of the side wall, such that adjacent properties are SC LE 1 "— 1 0 scab II— i not faced on the side by blank two- windows.story] or three-5tory walls void of any architectural design other than Siding material or 1 — 10 OF 7 SHEETS b. Such design features may also include balconies, bay windows and other types of proje ing windows or architectural details provided that these shall not extend more than twenty-four (24) inches into the required side yard, and that a minimum separation of ten (1 O) feet is maintained between such extensions into the required side yard and any other existing adjacent residential buildings. E 2 3 2017 F OFICE GoPY +33'-34' roof height +34'-7 4• roof height above grade - 12 General Notes 7 LLHI = VERIFY ALL DIMENSIONS AND fiber cement simulated CONDITIONS. side-wall shingles _ ALL DIMENSIONS ARE MEASURED TO FACE OF BLOCK, FACE OF FRAMING MEMBERS - UNLESS +24'-2 4" top of attic truss OTHERWISE NOTED. side-wall ALL NEW PLUMBING FIXTURES, o I TILE, LIGHTING FIXTURES, 2'-0" 2'-0" `" 2'-0' _- 2-0" CABINETRY, APPLIANCES AND +21'-24" second floor see typical wall section wall plate see typical wall section for eaves detail for eaves detail FLOOR COVERINGS TO BE SELECTED AND APPROVED BY 2x4 tnm-board5 CtypGal)L EXIQ2x4 trim boards(typical) OWNERS BASED ON ® ® - ® m CONTRACTOR PROVIDED ALLOWANCES. Lo 2x4 corner board HVAC SYSTEM REQU I REM ENTS TO (typical) BE DETERMINED BY OTHERS. see note on East 1 elevation-this sheet STRUCTURAL SYSTEMS --- -__ I REQUIREMENTS TO BE DESIGNED +12'-1fimshedfloor DETERMINED BY OTHERS. 1 Mull conventionally framed mel il rc f vaulted ceiling per arrthitnctural element(bay window)required by--_ � +I O'-I" first floor wall late structural sheets(NOTE: DESIGNER ASSUMES NO LIABILITY �, No couART1ES) FOR ERRORS OR OMISSIONS IN wrapped beam - -b�- wrapped beam o wra bea wrapped beam winow a so coin les wit a e ements o ection 1 BUILDING PLANS. CONTRACTOR TO o„ 24-I 74(c)(1)-see cods listed on sheet A-1-- _ '-4" 1 VERIFY THAT SCOPE OF WORK ic � ® MEETS ALL APPLICABLE CODES wrapped G"xG' PT syp#2 Qf (typical all columns) 1� PRIOR TO COMMENCEMENT OF lap tm6lincJ - 1 3 wrapped G"xG'PT syp#2 WORK. (typical all columns) wrapped G"xG" PT syp#2 see column detail see column detail (typical all columns) 1 = Olap si inI see column detail _ 1 fiber cement simulated - 1 51de-wall shingles -- - I 0'-0" first floor(reference only) grade p grade 1 I 1 I EAST ELEVATION (506) 50UTH ELEVATION (rear 1 SCALE 1/4" = 1 '-O" 1 SCALE 1/411 = 1 '-O" +34'-24� roof hei ht +33'-3 roof hei ht +34'-7 4' roof hei6lht above grade J above grade 12 No. Revision/Issue Date �7 General Contractor architectural fiberala55 fiber cement simulated side-wall shingles I +24'-2 4 1h top of attic truss 2 side-wall - 2'-0" 2'-0" c� 2'-0" 2'-O" +2 P-24wall plate 1 second floor _ wall 14 see typical wall section for eave's detail section fiber cement 5-mulated for section for eaves detail lap 50inq Firm Name and Address ❑ �� \ _ conventionally framed JOHN ROWAN DESIGN, INC. vaulted ceding per 2x4 corner board i i g �' ❑ ` 2x4 corner board 5tructural ect5TfE5(NOTE: 3 _- 2x4 corner board 5 G U A N A DRIVE (typical) NOCOLLAR 2x4 trim (Ali typical) PONTE VEDRA BEACH FL „ 2x4 trim boards (typical) � 2x4 trim boards (typical) � � ❑ ' 07 - (904) 759-7087 ' see note on East -_ 1 elevation-this sheet - +1 2'-14finished floor 1 12 @ 1 5 m tal of m I r f Project Name and Address +I O'-I' first floor wall plate EZELI U5 RE51 DENCE - - 01wra e beam wrapped eam wrapped beam 1, 4„ 3 5 G I OTH STREET El 1:11:1 ATLANTIC BEACH , FL 1 1'-4' T iq 1 I f top of porch beams fiber cement simulated _71 �1 (typical all porchF lap siding lap sidin- beams) wrapped G"XG' PT syp#2 (typical all columns) ELEVATIONS see columnldetail see column detail see column detail wrapped G"xG" IT syp#2 (typical all columns) ME 1171Project 01 5—001 7 Sheet 1 fiber cement simulated Ll fiber cement simulated side-wall shingles 0'-0' first floor(reference only) side-wall shmgles grade 1 rade Date 2/21 / 17 A- 3 Scale 1 /411= I 1-011 OF 7 SHEETS . 1 I NORTH ELEVATION (front) WEST ELEVATION (entrance) 1 F E 6 2 .) 2017 SCALE 1/4' = 1 '-O" SCALE 1/4" = I '-O" �FF�CE COPY 33'-3 3/4" roof height 34'-7 3/4" roof height above grade General Notes VERIFY ALL DIMENSIONS AND CONDITIONS. ALL DIMENSIONS ARE MEASURED TO FACE OF BLOCK, FACE OF FRAMING MEMBERS - UNLESS 30 year architectural fiberglass shingles over 30 Ib. felt 12 OTHERWISE NOTED. I 5/8'standard gypsum board or 7 1/2"gypsum ceiling board ALL NEW PLUMBING FIXTURES, TILE, LIGHTING FIXTURES, 1 roof sheathing per structural CABINETRY, APPLIANCES AND sheets with 30 Ib. felt over FLOOR COVERINGS TO BE SELECTED AND APPROVED BY 52 open cell Icynene spray OWNERS B A5ED ON foam insulation (P-25) 112"gypsum wall board CONTRACTOR PROVIDED ALLOWANCES. ATTIC STORAGE AREA HVAC SYSTEM REQUIREMENTS TO BE DETERMINED BY OTHERS. STRUCTURAL SYSTEMS top of attic truss side-wall REQUIREMENTS TO BE DESIGNED 24'-2 3/4" * DETERMINED BY OTHERS. 3/4"plywood sub-floor per structural sheets DESIGNER ASSUMES NO LIABILITY aluminum eaves dnp_ FOR ERRORS OR OMISSIONS IN 151-011"" 9 BUILDING PLANS. CONTRACTOR TO 2x4sub-facia m VERIFY THAT SCOPE OF WORK fiber cement I NG"facia MEETS, ALL APPLICABLE CODES second floor wall plate board with I"x2"P.T. 21'-2 3/4" drip board PRIOR TO COMMENCEMENT OF 5/8"standard gypsum board or location of pull down attic stags WORK. fiber cement soffit 112"gy sum ceding board (2) 2"xG"syp#2 top plate fiber cement lap siding per structural sheets 30'-I I' over 2NG"wood framed connection from top plat to wood walls per structural sheets roof truss per fastener schedule WIDTH OF ROOF TRU55E5 TO ALLOW z EXTERIOR WALL 5 " R-19 fiberglass batt insulation SHEATHING TO BE FLUSH WITH CONCRETE SLAB 3 z wall sheathing over 2"xG"wood framed walls per structural sheets SECOND FLOOR 112"gypsum wall board 3/4" plywood sub-floor per structural sheets 2"xG"syp#2 bottom plate 24" deep @ 24"O.C. wood floor NOTE: center opening in floor truss is designed for AC duct main trunk line, per structural sheets truss per structural sheets and truss if plumbing pipes are placed in this opening THEY MUST BE PLACED TO THE plant engineering and specifica.ions SIDE OF THE OPENING TO ALLOW AN AREA FOR MAIN AC DUCT WORK 12'-13/4" second floor conventionally framed roof system, vaulted, typical all porches (per structural N sheets) 10'-1° first floor wall plate No. Revision/Issue Date ' 5/8"standard gypsum board or 112'gyr,5um ceding board WIDTH OF FLOOR TRUSSES TO ALLOW?EXTERIOR WALL General Contractor (2) 2'xG"syp#2 top plate SHEATHING TO BE FLUSH WITH per structural sheets CONCRETE SLAB wrapped beam per 30-1 1' _ structural sheets (typical) wrapped GNG" PT syp#2 (typical all columns) 5�' R-1 9 fiberglass batt msulation 3 FIR5T FLOOR Firm Name and Address ROWAN DESIGN, INC. JOHN o 112"gypsum wall board 5 G U AN A DRIVE PONTE VEDRA BEACH, FL NOTE: SET STUD WALL 2 IN (904) 759-7087 FROM EDGE OF CONCRETE SLAB TO ALLOW WALL SHEATHING TO BE FLL15H WITH SLAB 4"concrete slab on compacted fill (per structural 2"xG"syp#2 bottom plate sheets)with .00G and vapor barrier, sod to be per structural sheets treated with chemical termite barrier first floor(reference only) Project Name and Address °`, ,3 . • 8"CMU stem wall (grout all 3 5 6 10TH STREET grade : .J cells)per structural sheets 31--0- ATLANTIC BEACH, F L continuous concrete footing per structural sheets -- WIDTH OF CONCRETE SLAB TO ---------- ALLOW z EXTERIOR WALL ; ----_--- SHEATHING TO BE FLU5H WITH =------- ' --------- CONCRETE SLAB ' • •" � ELECTRICAL PLAN 1 i Project Sheet 2015-0017 CR055 SECTION °°te 2/21 / 17 A CD SCALE 1 12., = 1 -G Cross section provided for non structural details only. See Scale 11211 P-0" OF 7 SHEETS structural sheets for structural details and requirements. Any reference on this section to structural elements are for planing purposes only, structural sheets take precedence. qq 7 V 2V OFFICE COPY