The URL can be used to link to this page

357 11th St new single-family home permit �1�71r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL- NEW SINGLE FAMILY RESIDENCE MUST CALL BY 41PM FOR NEXT DAY INSPECTION: 247-5814 PERMrr INFORMATION: PERMIT NO: RES17-0121 Description: New Single Family Estimated Value: 452776.15 Issue Date: 8/28/2017 Expiration Date: 2/24/2018 PROPERTY ADDRESS: Address: 357 11th St. RE Number: PROPERTY OWNER: Name: CHRISTOPHER LAMBERTSON Address: GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: CHRISTOPHER HOMES INC Address: 355 11TH ST ATLANTIC BEACH, FL 32233 Phone: PERMIT INFORMATION: Please see attached conditions of approval WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500.For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. gs L.4�v Permit • . City of Atlantic Beach _•,t Permit Number: RES17-0121 Description:New Single Family Applied:8/1/2017 Approved:8/15/2017 Site Address:35711th St. Issued:8/28/2017 Finaled: City,State Zip Code:Atlantic Beach, FL 32233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner:CHRISTOPHER LAMBERTSON Parent Project: Contractor:<NONE> Details: LIST OF • • all SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE I STATUS DEPARTMENT CONTACT REMARKS UNDERGROUND WATER SEWER INFORMATIONAL 1 8/4/2017 UTILITIES PUBLIC UTILITIES Kayle Moore Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5834. 2 8/4/2017 METER BOx SEWER CLEAN OUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. 3 8/4/2017 1 RTI SEWER CLEANOUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: A sewer cleanout must be Installed at the property line. Cleanout must becoveredwith an RTiconcrete boxwith metal lid. Cleanouttobesetto grade and visible. 4 8/4/2017 DISCONNECT AND CAP INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: Disconnect and cap water and sewer lines. 5 8/30/201) EROSION CONTROL IN INFORMATIONAL PUBLIC WORKS Scott Williams Notes Full erasion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 00 Printed:Monday,29 August,2017 1 of 2 Yt, O� Permit t"n City of Atlantic Beach 6 8/10/2017 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: I .. wvwwww . ... � .., All runoff must remain on-site during construction. 7 8/10/201] POST CONSTRUCTION TORO INFORMATIONAL SURVEY PUBUCWORKS Scott Williams Notes: If on-site storage is required,a post construction topographic survey docum I coon will be required. All water runoff must go to retention area and retention overflow must run to street. g 8/10/2017 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapeli's,Inc.,Republic Services. Container cannot be placed on City right-of-way. 9 8/10/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams 0�urvey -of-way restoration,Including sod,is required. 8/10/201] RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Allff must remain on-site. Cannot raise lot elevation. 8/10/2017 MAXIMUM DRIVEWAY INFORMATIONPUBLIC WORKS Scott Williamsm driveway width within the City right-of-way is 20'.8/10/2017 TORO SURVEY INFORMATIONAL PUBLIC WORKS Scott Williamsovide a topographic(TORO)survey with water retention for final C.O.Inspection. S Printed:Monday,28 August,2017 2 of 2 F F51F"'� City of Atlantic Beach =be MBERa Building Department (Tog Department.)Boo Seminole RoadAtlantic Beach, Florida 322335445 Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us Dl City web-site: hftp://w .mab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3J I II S}• WSewims view re uired Yes No Applicant: l.iX1�1b 4.nr I-1ory�,�y �nLi tor Project: ��y cS.... 1a i`amav (-I o'M¢ Other Agency Review or Permit Required Review or ReceiptDate of Pormieview Verified B Florida Dept.of Environmental Protection Flodda Dept.of Transportation St.Johns River Water Management District Any Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: D<�proved. ❑Denied. ❑Not applicable (Circle one.) Comments: ,/) - © n BUILDING /�/ 'V9 (/-- PLANNING&ZONING Reviewed by: Date: .17 TREE ADMIN. Second Review: ❑Approved as revised. ❑Deni . [-]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 0611 W2017 ?Saar City of Atlantic Beach APPLICATION NUMBER �s Building Department (To be assigned by the Building Department.) `i 800 Seminole Road Q'a \ Atlantic Beach, Florida 322335445 I�LJ Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@mab.us Date routed: a01 City mihttp:/hv hftp:/hv�.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3J 1 IIS S�- D ent review reulred Yes No n, Buildin Applicant: l�DriSlo�hc� f orv�� Zr)C. T g &?orator — Project: til@.�� fw wily oro ubl' 12 "Public Utilities u Ic ae Fire Services R,ev-iewfee.$,f1111111111k . Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Floncia Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS��/// Reviewing Department First Review: ❑Approved. ;"Denied. ❑Not applicable (Circle one.) Comments: a/(/ )/' ,{- I- / BUILDING �/ " /'4cickf31 PLANNING&ZONIN Reviewed by: ��i Date: —3' TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 i Building Permit Application City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 y� .q-Phone:(904)247-5826 Fax:(904)247-5845 Job Address: � � Ili Jp1l l�xt. I (� ��jPermits�Numppber: Legal Description t-ot- 30 E)` ck N,r-f tR-j 00, 'T, Sr�gdo,51r,v A ft1[46E 6AIY RE# l l o l oa-0000 Valuation of Work(Replacement Cost)$ 4 1 S,000 Heated/Cooled SF 35'1 [ Non-Heated/Cooled R65 • Class of Work(Circle one)..G Addition Alteration Repair Move mo Pool Window/Door • Use of existing/proposed stmcture(s)(Cfrde one): Commercial esidentia • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/ • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe �in detail the type of wwork to be performed: l 1 w) 5,- 'Z lir-w`y �� Florida Product Approval# r for multiple products use product approval form Property Owner Information Name: Qr -.1'k7•N Address: 3 5Qty n State L Zip �i'LZ3tl Phone D - - 2- O all Owner /�rt'o s� •'f�. + >r�•_ �wv+ Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Nameof Company: Cluali in an �nfn aN Address 3r,4i F(11' 0sF Ory c. State�Z $7433 P Office Phone � lob Site/Contatt Number vis 404- 3N9-7wi State Certification/Registration# E-Mall QP riv 0P-. Architect Name&Phone# Engineer's Name&Phone# vvkh 01, Workers Compensation Exempt/insurer/Lease Employees/Expiration o Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no wo or s as commenced prior to the Issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL VdagK,D bMBIN'G,SIGNS, WELLS, POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. xj�. CC BI �Y OWNER'S AFFIDAVIT:I certify that all the foregoing Information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. r't}�30ding Department WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OFT011A A'Q8ftW'1`L 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 CE OF COMMENCEMENT. (Slgnatureof Owner nt including contract (Signator Cordractor) ZQ �� ___T��gn��,ed��f an��1d sw��o�mm t��o��(��o--rffaffl a befor m i�ayof ned nd swo77mt�tto�r(o��r affl ed befo ethis�ay of 2Da--{+by ° by J (Signature of Notary) 3� TONI G1KLn9RGER Fp MYLYJM'aISSIGY'3FFW4951 f = 1 11 9.1idiSSDN,FF%51 f � EYPIflES'.Odohar6 HI19 I';`,�K..s' EXPIRES:Qtaher 6,26;9 5-neeann wrerrvuoxc uneeMdes ["1 Personally Known OR :i„ ;. �„ . ersonalN Known OR "= [ ]Produced ldentfiration -- -- Plor��a`["`c` roduced Identification Type of Identification: Type of Identification: ?f I:Lir r CITY OF ATLANTIC BEACH J {+ 800 Seminole Road .l Atlantic Beach,Florida 32233 r r) Telephone(904)247-5800 FAX(904)247-5845 x r itls) REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date:ANrmi /7 Received by: Resubmitted: PermS l - 61 ?Origixaminer: ?)tlA � r'oe el/ Project Name: Project Address: S ra Contractor: Contact Name: �piq Co Phone : Sdy- 3H5- q,v tact a-mail' Clrr evtston Plan Check/Permit Fee(s)Due: $t7,00 I Description of Proposed Revision to Existing Permit: I / '- � z r' � � —U i i U Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(printmme) affirm that the above revision is mclusiv of the proposed changes. S1go8ture Of Contractor/Agent must sign ifmcreesem veluetlon) Date rX� � Office Use Only - - Dnte: �y' f / APPmved:, Rejected: N/Ato.Depb AUG 10 M7 Plan Review Co eats: / G GG "Sewims ent review m uired Yes o Zoning in or Plans Examiner rks lities ety ces Date cmum mm7 Aer.4 l. ?t l f n CITY OF ATLANTIC BEACH J pt 800 Seminole Road r l Atlantic Beach,Florida 32233 v) Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date:ANuni /7 Received by: Resubmitted: PeroS l — C7 I Z l Origixaminer: ?)fI A o roe eV Project Name: 567 11 `�. Project Address: 5 Contractor: Contact Name: C� Contact Phone : Contact e-maiL Clnsul Revision/Plan Check/Permit Fee(s)Due: $ �{ Description of Proposed Revision to Existing Permit: na / Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I(print Rare) affirm that the above revision is inclusiv ,of the proposed changes. Slgnatuxe of Contractor/Ageh[(ContraGor must sip if increase in valuation) Dale Office Use Only - Date: Approved: IJ Rejected: N/A to Dept: AUG 1 9n,� Plan Review Comments: lipa tment review re wired Yes No Building Pl-winAt Zoning Tree Admin MrJror Plans Examiner Public Works , ' Public Utilities Public Safety Date C.wm Yum neva Fire Services ZONING REVIEW COMMENTS y City of Atlantic Beach sl Community Development Department C) " 800 Seminole Road Atlantic Beach,Florida 32233-5445 Date: 8/3/2017 Permit: RES17-0121 Applicant: Christopher Homes, Inc. Review: ZONING Address: 355 11t°Street,Atlantic Beach Site Address: 357 11'�Street Phone• - RE#: _ mail: Chn8@1Elitehomes .c Cor coon Comments Mechanical Equipment:Section 24-83(c) prohibits A/C and other mechanical equipment within t 5 foot side yard setback when adjacent to the living area of the neighboring property. Please show t at this requirement is being met or revise plans accordingly. Informatio Minimum Tree Requirements: Section 23-30 requires new residential developments to have one (1) four-inch caliper tree for every two thousand five hundred (2,500)square feet of development parcel area or portion thereof. Of the minimum required trees, one (1) tree shall be provided or preserved within the required front yard Brian Broedell - - Planner AUG 1 0 2017 F7J71-" City of Atlantic Beach �'�r1.�!�! APPLICATION NUMBER Building Department ',S.PAi..l,� �r (To be assigned by the Building Department.) 800 Seminole Road 'AlA•,1 Atlantic Beach,Florida 32233-5445 r( ��p 0 2 20n Phone(904)247-5826 Fax(904)24 V 1It E-mail: buildingAeptgcoab.us Date routed: a0t City web-site: http:/hvmv.coab.us BY._ APPLICATION REVIEW AND TRACKING FORM Property Address: 351 IIS S+-- D entreviewrequired Yes No , � Buildin Applicant: ln�iwt�bthn ar ptz'ry S �—nc— 98Zoni i Tre ' ' tretor Project: k$_ .- 5L1 ro Ii f wa , N o'A.vo ubl J 'Public Utilities u Ic ae Fire Services Revjewfee $ . u.. DgptSignature,. ftOther: gency Review or Pe!No Receipterified Bept.of Environmental Pept.of Transportation River Water Managemrps of Engineersf Hotels and Restauraof Alcoholic Beverages APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING A PLANNING&ZONING Reviewed by: c./ �7 sde: TREE ADMIN. Second Review: [—]Approved as revised. ❑Denied. ❑Not applicable Co ents: B ILITIE PUBLIC SAFETY Reviewed by: Dale: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 0511812017 Building Permit Application OFFICE COPY City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 @36-7 Phone:(904)247-5826 Fax:(904)247-5845 lob Address: (I,,, 6'j/L� M/Y Permit Number: Legal Description�:' 30 6� C C� ILII r 00 If S�J 4S( ,V � &vbC MSR" RE# i 1 O I Oa'0000 Valuation of Work(Replacement Cost)$ 'C 1-/RS,000 Heated/CooledSF35a �_Non-Pleated/Cooled R65 • Class of Work(Circle one). Np Addition Alteration Repair Move mo Pool Window/Door • Use of existing/propmed structure(s)(Circle one): Commercial esldentia • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/ • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe �in detail the type of work to be performed: New ew JIN9�2- o- VNOJ - Florida Product Approval# emak r for multiple products use product approval form Property Owner Information Name: ClnriG �V_ ,��aN Address: 3 14, 5� city�Wh(, n State L- Zip 3vZ33 Phone 0 E-Mail Owner f h 67 Q ys p,n/�pyy\ IQyy� Owner or Agent(#Agent,Power of Attorney or Agency Leder Required) Contractor Information Name of Company: ��ti�odhef ��ve�P5 �� quali 'n ent: L�Yn f15 Cv1w.�RftSoN Address 3 .�i �( Gk,�oo'1' Clry A✓�c I State L- Zio 3�d33 Office Phone lob Site/Contact Number vi�, ROK-3N9-7 D — StateCertificadon/Registration# E-Mail �nrtio 074P,.e�L..a�,.rs _ hv. Architect Name&Phone# Enginee/s Name&Phone# h O( Workers Compensation n#�a Exempt/Inwrer/Ince Employees/Eaplmtbn Dat Application is hereby made to obtain a permit to do the work and instal latlons as indicated.I certify that no wor ar s as commenced prior to the issuance of a permit and that all work will be performed Yn meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL\NOQK,g 61VIBINNGG SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. LL C[ OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. B�Urr''ttlldlrig Departmeflt WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OFTi PR �ilAB6T14AAlkL RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORD f� YOUR CE OF COMMENCEMENT. ((////(Sl�vgn'a'--tore of Owner ntindutlIng Comract (ig; ) ZQyIgn and sworn toy(-o MITI a befor m I ay of S ned nd swom to(oe this�ay of�,by � Zp((Signature of Notary) ONIGIND RGERTO SPERGERCOM1IMISSION9 FF 924351MY COMrASSIClJaFF924951 PIRES:OMober6,Ml9 EXPIRE S:Ocbber 6,2019 mmwao Pubkundewbm f"I rersonallY Known OR `.{pF n&° ReNd rn,e w,wadscunde;,,.me ersonallY Known OR I I Produced Identification Induced Identification Type of Identification: Type of Identification: OFFICE. COPY DO NOT WRITE, BELOW- OFFICE USE ONLY Review Result (circle onel Approved Disapproved Approvedw/Conditions Reviewhitials/Date: /11rL �•y/� •/7 I Development Size Habitable 8pacc3Sq s,F N011-Habitable 9657 S impervious area Wscellaneous Information )ccupancy Group. 01.x_ ype of Construction umber of Stories ming District (e' S - ax. Occupancy Load 'e Sprinklers Required— )od Zone editions/Comments: C�6 ) City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 �Q NEW WATER /SEWER TAP REQUEST Date (J - 2 ' / /�7 Project Address 3 S C7 .5 Number of Units Commercial Residential Multi-Family New Water Tap(s) & Meter(s) _ Meter Size(s) 3/y New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer v Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITYSTAFF USE ONLY Application# ?r_ S ) - _ O ( 2 Water System Development Charge $ I , yf�, co I pG Sewer System Development Charge 0q , ysor UQ S� C S 46Q Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ c400t o0 Sewer Tap $ Cross Connection $ Other $ / C7 TOTAL $ 6 0q0 ' (Notes) APPROVED Kayle Moore, P.E. Date Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED �te5 IVU i DUB. ��d Dn 35j 1��S� �1t "�a� ar (eff 6.dr op (C*) it, tot 3 r � OFFICE COPY rf L'bY'r/ City of Atlantic Beach Community Development 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5826 Fax(904)247-5845 A http://w .coab.us July 28,2017 Chris Lambertson 355 1111 Street Atlantic Beach,FL 32233 Re: Property Division at 355 11"Street Mr. Lamberison, In review of your request to divide the property at 355 11 m Street into two separate parcels, staff has determined that the division is possible when one of two conditions is met. The property is currently comprised of Lots 28 and 30, Block 14 of Subdivision "A" Atlantic Beach with a single family home, pool and detached accessory structure. The proposed division into the two platted lots would have the following legal descriptions: A. Lot 28,Block 14,Subdivision"A"Atlantic Beach B. Lot 30,Block 14,Subdivision"A"Atlantic Beach Property"A"has a single family home and pool. Both structures conform to setbacks before and after the division of land.Property"B"has a detached structure at the rear of the lot that conforms to required setbacks for accessory structures. However,accessory structures are required to be an accessory to the principle structure and there is not one on the lot after the proposed property division.This is why there are two possible conditions. The division of land will be approved upon the demolition of the existing accessory structure on property"B",or in conjunction with an approved building permit for a new single family home on property"B" If you have any questions,please feel free to contact me directly. Sincerely, Derek W. Reeves Planner r N _ x OFFICE-COPY e e � M 13 -- P s � "a x � � ff PlE I • ! � 1 f � is MAP SHOWING SURVEY OF Lrtfs 2&Z .30 Mark /4, P/a/ Nn (, .S'.hn'ivi.v'nez ':2" h'//an/ir Hpar/r AS RECORDED IN PLAT BOOK .S aAGE F9 OF PUBLIC RECORDS OF DUVAL CO., FLA. LOTS 6-�7, BLOCK 2 , 5EZ,414 M. IOWA UN/T / p4Ar BOOK 23, F1.c ¢ 4 Fence C,.roadYe*/ren mIU +�4, O D C 6 j0 SJ 7aK Z.5.�—t�•—� L�Ai�� sa - e-1 5lh ryG 7✓amr. i. � I I Z do ca _ n.3' zz• ' 1�2. Y5.6 112 132r �.}S^� �;• . N a q0° °'o' / 0' \ so' `90, _6_60'to .Eos/ Coos/'Orr vc v N NOTE.• Rechecked}o show Masonry Foundation (June N./fL DURDEN Checked'n.f/se Fie/d+nd Certlrled for Ro'b�e\rf\M,f/n9as+nd Raeouafes by: Re�rsf'ered Land Surveyor N 49Q F/a. NO ... .Pat/.ta�.E¢d�sp t 6,/9G/fo Show Fiin.P/.�ir✓cy, ff• A Ol/.E'OErY 1 HEREBY CERTIFY THAT 1 HAVE SURVEYED THE LANDS AS SHOWN IN THE ABOVE CAPTION AND THERE ARE NO ENCROACHMENTS. H.R..OURDEN Checke 'n the Fie don Car 'tie, far Ro6erf M.Rr'9as and Raso�ates bey SIGNED Mau T SCALE. /"- "O' ewnnR�e �uRYaYOA xoseo ru AIL Comp. By: CDL Date: 7/20/2017 Public Works Department City of Atlantic Beach Permit No: not received Address: 361 11th st Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion,and Land Development Regulations requires that the difference between the pre-and posidevelopmenl volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelooment Runoff Volume, Lot Area (A) = 7,500 ftr Runoff Coefficient Area Lot Area Description (ff) (R2) "C" Wfd C. Impervious 1,325 7,500 1.00 0.18 Pervious 6,175 7,500 0.20 0.16 Runoff Coefficient(C)= 0.34 Runoff Volume V= 0.34 x 7,500 x 9.3 / 12 V= 1,994 R3 Posideveloument Runoff Volume: Lot Area(A) = 7,500 fe Runoff Coefficient Area Lot Area Description (ffr) (ftp) "C. Vnd"C" Impervious 3;7 7,500 1.00 0.50 % IMP 60% Pervious 3,760 7,500 0.20 0.10 Runoff Coefficient(C)= 0.60 Runoff Volume V= 0.60 x 7,500 x 9.3 / 12 V= 3,481 ft3 netenbon-327 wtention361 720/2017 Comp. By: CDL Date: 7/20/2017 Mr Public Works Department City of Atlantic Beach Permit No: not received Address: 361 11th at Required Storeae Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,481 - 1,984 DV= 1,497 ft' Provided Storage: Elevation Area Storage (ft) (ft°) (ft') 10.8 715 0 BOTTOM 11.1 715 214 TOB Elevation Area Storage (ft) (ft') (ft') 11.0 0 BOTTOM 11.7 0 TOB Elevation Area Storage (ft) (f°) (f°) 0.0 0 0 BOTTOM 0.5 0 0 TOB Inground storage=A-d•pf A=Area= 715.0 dm depth to ESHWT= 8.0 pf=pore factor= 0.3 Inground Storage= 1716.0 ft3 Required Treatment Volume= 1,497 ft° Supplied Treatment Volume= 1,931 ft' Retention-327 retention361 7=Q017 MAP SHOWING SURVEY OF Lnfs ?H (X ,50 B/or,! /4 -/a/ /yo He rh AS RECORDED IN PLAT BOOK_..£—PAGE 6-9 OF PUBLIC RECORDS OF DUVAL CO.. FLA. LOTS 6 s 7, BLOCK 2 , 5,CZ k14 /19A1q11f14 U/V/T / N PLAT BOOK 23, FKGE 4 a Fence J S/wady'/run W ti N Mln�i x�x O O VIV 3q 3a s3 f 5foru h IIZ � zo, y ?1,� ry.e Ndm4' w S o'cnca v l3Zr n.si zz�� Building Permit Application City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Job Address:( (( � p,ce " n /�yy Permit Number: am- Legal Description lt '60 El[.ck [C( t'lvR'lip S h,D ' ��LLk f �g4ti RE# 1 10I A -0000 Valuation of Work(Replacement Cost)$ 'C IS,000 Heated/Cgoled SF 351C Non-Heated/Cooled `76.5 • Class of Work(Circle one). Ne Addition Alteration Repair Moveemo Pool Window/Door • Use of existing/proposed structum(s)(Circle one): Commercial esidenda • If an existing structure,is afire sprinkler system installed?(Circle one): Yes NO • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe In detail the type of work to be performed: "&t) JINyc- c VWj"Z Florida Product Approval if r for multiple products use product approval form Property Owner Information Name: C r7 L .y.d+!t Address: 3K [[� Sf7Ln ' City (N.4utif. Y'LRsrY State I L- tin 'hL 97 eh_._ ZSnn E-Mal v� - •,duMS lax Owner or Agent(it Agent,Power ofAttomey or Agency Letter Required) Contractor Information //�"n `\ � Name of Company: �nF�oBH'U �-�+ e5 �r- quail in �jf-a rdRf'CrjJN Address !&tZ Agent: 4l city A)v(i� yey stare L Office Phone Zip Job Site/Contact Number_ _ vi5 4oa- RU9- State Certification/Regist-tu",# E-Mail C f Architect Name&Phone# Engineer's Name&Phone# q p[ Workers Compensation Exempt/Inwrer/Lean Employees/E�Imyon pa �`n•e, Application is hereby made to obtain a permit to do the work and installations as indica ted.lcerUfythatnowor or st as commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg WELLS,,ction POOLS,UIRNAjurES,BOILERS,HEATERS, ANKSPandtAR CONDITIONERS,etcsecured for ELECTRICAL INOyK,P b 201YSIGNS, OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. fBVlldin9 De WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OFCc� Ak4 31a�01h rL RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDS YOU�OF COMMENCEMENT. (Signature of Owner mind uding Comm (//G'• (Signator Contractor)his Igne and swom�afR e befo m l ay of S ned nd swozm tto(or afR ed bne i y of by by (Signature of Notary) ^Ir -;1 'n i'01 SPEflGEN I .a ' '#. TONI GING FlGEP MYCOILINSSIM#R,,p4fl51 l r'eCOIANISSICYi FF924&51 EXPIRES:October 6,2G19 (" rspnallY Known OR I .o. rSc sonaea mmW� r6'eG19 ersonally Known OR �^'/�" a°meemm rvo:nebk waxw;crs I I Produced ldentificatlon1 -•��----- ibf`0rr°� rof idedldentificatlon I Type of identification: Type of identification: S_> >r, City of Atlantic Beach APPLICATION NUMBER (IJ Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 '.7�l�'yPhone(904)247-5826- Fax04)24 E-mail: building-dept@wab.us AUG O p 2(ry7 Date routed: aril City web ww -site: http:/A .coeb.us APPLICgATII �I� ON REVIWB-T ACKING FORM Property Address: 35 I7S�. D ant review required Yes No nn,, . *Sewims Applicant: U1nS� %Aar Horvrna - �nL i Project: Nft�� Cc5le 6iviily H01t.�D Review fee $ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified 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 Tabasco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: yet A7To[ . �ionlrl'ct BUILDING // // PLANNING &ZONING Reviewed by�f 02.0. —Date: TRR second Review: A roved as revised. r ❑ pp ❑Denied. ❑Not applicable PUBLIC WOA Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Comp. By: SRW IrDate: 8/9/2017 Public Works Department City of Atlantic Beach Permit No: RES17-0121 Address: 35711th Street Reouired Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area JA) = 7,500 ft' Runoff Coefficient Area Lot Area Description (ft') (ft') C. Md"C" Impervious 1,325 7,500 1.00 0.18 Pervious 6,175 7,500 0.20 0.16 Runoff Coefficlent(C)= 0.34 Runoff Volume V= 0.34 x 7,500 x 9.3 / 12 V= 1,984 ft, Postdevelopment Runoff Volume: Lot Area(A) = 7,500 fl' Runoff Coefficient Area Lot Area Description (fe) (ft') C. Wtd"C" Impervious 3,602 7,500 1.00 0.48 %ISA= 48.0% Pervious 3,898 7,500 0.20 0.10 Runoff Coefficient(C)= 0.58 Runoff Volume V= 0.58 x 7,500 x 9.3 I 12 V= 3,396 ft' Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,396 - 1,984 DV= 1,412 it, Retention A ERWATERREfENTM 892017 Comp. By: SRW Date: 8/9/2017 Public Works Department City of Atlantic Beach Permit No: RES17-0121 Address: 35711th Street Provided Storage: Elevation Area Storage (ft) (ft=) (ft') 10.8 715 0 BOTTOM 11.1 715 214 TOB 70X3=210 Elevation Area Storage 23X12=276 (ft) (ft') (ft') 13 X 9=117 0 BOTTOM 10X7.5=75 0 TOB 7.5X5=37 Elevation Area Storage TOTAL v 715 (ft) (ft') (ft') 0 BOTTOM 0 TOB Inground storage=A'd'pf A=Area= 715.0 d=depth to ESHWT= 8.0 pf=pore factor= 0.3 Inground Storage= 1716.0 ft' Required Treatment Volume= 1,412 ft' Supplied Treatment Volume= 1,931 ft' RBIeMi. MASTER WATER RETENTION 8912017 Comp. By: CDL Date: 7/2012017 Public Works Department City of Atlantic Beach Permit No: not received Address: 361 11th at Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion,and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormitawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelooment Runoff Volume: Lot Area (A) = 7,500 ftr Runoff Coefficient Area Lot Area Description (fie) (ft') ..C" Wtd"C" Impervious 1,325 7,500 1.00 0.18 Pervious 6,175 7,500 0.20 0.16 Runoff Coefficient(C)= 0.34 Runoff Volume V= 0.34 x 7,500 x 9.3 I 12 V= 1,964 fe Postdevelooment Runoff Volume: Lot Area(A) = 7,500 ft2 Runoff Coefficient Area Lot Area DesoNption (fe) (ft) ..C.' Wttl"C" Impervious 3,P 7,500 1.00 0.50 To 1111111111 50% Pervious 3,760 7,500 0.20 0.10 Runoff CoefOcient(C)- 0.60 Runoff Volume V= 0.60 x 7,500 x 9.3 / 12 V= 3,481 fit Retention-327 retention361 12012017 Comp. By: CDL Date: 712012017 Public Works Department City of Atlantic Beach Permit No: not received Address: 361 11th at Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,481 - 1,984 DV= 1,497 f Provided Storage: Elevation Area Storage (ft) (te) (ft ) 10.8 715 0 BOTTOM 11.1 715 214 TOB Elevation Area Storage In) (fe) (ft') 11.0 0 BOTTOM 11.7 0 TOB Elevation Area Storage (n) (ft') (ft') 0.0 0 0 BOTTOM 0.5 0 0 TOB Inground storage=A'd*pf A=Area= 716.0 d=depth to ESHWT= 8.0 pf= pore factor= 0.3 Inground Storage= 1716.0 ft' Required Treatment Volume= 1,497 ftr Supplied Treatment Volume= 1,931 ft' Retention-327 n0enaunMi 7=017 TO: Scott Williams,Director Public City of Atlantic Beach FROM: Chris Lambetson Christopher Homes, Inc DATE: July 11,2017 SUBJECT: Construction Site Management Plan and Erosion.& Sediment Control Plan 361 11 th,Atlantic Beach,FL 1) Parking will be on site as noted on the Construction Site Management Plan (CSMP). 2) There will not be a construction trailer on this site. The unloading and loading area and material storage are identified on CSMP. 3) Location of chemical toilet is identified on CSMP and will be located on owner's property with door facing construction project. 4) Dumpster location is on CSMP and an approved dumpster company will be used. 5) Traffic control pattern is shown on the plan with entrance to property. Adequate parking is available on site. 6) The site will be cleaned and picked up for all debris including construction material and all other trash regularly. 7) Erosion and Sediment Control will be maintained throughout construction. 8) If city inlet falls within driveway,owner will adjust top of inlet at owner's cost. 9) A post construction topographical survey will be performed documenting proper retention. 10) Concrete driveway will be 5 inches thick with fiber mesh from edge of pavement to property line(in right of way).Reinforcing rods or metal mesh will not be placed in city ROW. 11) Right of way will be restored to its original condition, 12) There will be a silt fence on the west,north and east side of the property. The front will remain open for loading and unloading and parking. 13) All run off will remain on the property. TO: Scott Williams Public Works Director FROM: Chris Lambertson DATE: July 20,2017 SUBJECT: Pervious Pavers Please see enclosed the Pervious Pavers specifications from Tremron and installation instructions. a� � Jill mron GROUP we n► ake it easy Pervious Pavers IN The porous appearance of these units allows rainfall to directly enter and pass though because concrete has no fines. Like other pavers, the units are fitted together over bedding, pea gravel is recommended. Sanding the joints is not recommended as this could clog the pavers. Porous units do not meet the requirements of ASTM C 936; however,these units have strength of 4,000«psi with a permeability of over 40 inches per hour. The best use is for pedestrian areas, bicycle paths, and residential applications. We offer pervious pavers in our 4x8, Old Towne, 6x9, and 6x6 profiles and in ail of our standard blends. Some of the benefits; • Reduction of runoff by as much as 100% from frequent, low-intensity and short duration storms. • Increased recharge of ground water. • Eliminates flooding and puddling in parking lots • Reduction or elimination of retention ponds • Conservation of space on site and reduction of impervious cover More info is available at ICPI website; http://www.icpi-org/design/pwmeable pavers.cfm Tremron Group, Arcadia (863) 491-0990 www.trernrongroup.com Q O R E PROPERTY SCIENCES Plant: Tremron—Arcadia Florida _ Job No: 27772 Client: Tremron Report No: 347424 Report Date: 7/24/07 Unit ID: Echo Stone Pervious Pavers, 7/9/07 Received Date: 7/12/07 TESTING OF SOLID CONCRETE PAVING UNITS Compressive Strength—test date 7123107 at 14 days of age Unit No;:. '4A 4f3 46 Average, -. Received weight, lbs 9.17 9.29 9.53 9.33 Width, inches 6.26 6.32 6.32 6.30 Height, inches 2.40 2.37 2.40 2.39 Length, Inches 9.42 9.42 943 9.42 Saw-cut length, inches 4.71 4.77 4.70 4.73 Net Area, in' 29.48 30.15 29.70 29.78 Load, lbs 139,380 132,760 137,850 136,660 Compressive Strength, psi 4,730 4,400 4,640 4,590 Compression tests were performed in accordance with ASTM C140. Uht1T�d. �-) PEsmeabilitg 4D - 44.4 incheslhour(3.1 x 10 cm/s) Respectfully submitted, . OORE, Inc., Russell SScrriLibner Materials Laboratory Manager Report Distribution: Tremron/Mr. Mike Somers 11410).WCnft wry DuWIGewgN31p47 (])11)47&3555 r (7")47& 13 0 z 11 0 00 M / 2 \ ; % $ §§ k � /00 � \ \ § )) // ° 0\ mPol y : . \ � k � IlI=0 \ / ) \ k \ � �0 o m / 2 = 2 m « i ( ( Q 6 � ® m/ / -n qR � ��\ / o \ )k m � M MO MO a ] ( 0 ( \) kE J� Ak § ) § 2 ; m A � M; > § ! a § / / \\ MA \ / ? \ \ \ | ( k � � kT j ! , ; @ § . | m � 3 j E } ) ) M ) 0�1 City of Atlantic Beach Community Development 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5826 Fax(904)247-5845 http://www.coab.us I July 28,2017 Chris Lambertson 3551to Street Atlantic Beach,FL 32233 Re: Property Division at 355 111°Street Mr. Lambertson, In review of your request to divide the property at 355 11" Street into two separate parcels, staff has determined that the division is possible when one of two conditions is met. The property is currently comprised of Lots 28 and 30, Block 14 of Subdivision "A" Atlantic Beach with a single family home, pool and detached accessory structure. The proposed division into the twolatted lots is would Have the following legal descriptions: A. Lot 28,Block 14,Subdivision"A"Atlantic Beach B. Lot 30,Block 14, Subdivision"A"Atlantic Beach Property "A"has a single family home and pool. Both structures conform to setbacks before and after the division of land.Property"B"has a detached structure at the rear of the lot that conforms to required setbacks for accessory structures. However,accessory structures are required to be an accessory to the principle structure and there is not one on the lot after the proposed property division. This is why there are two possible conditions. The division of land will be approved upon the demolition of the existing accessory structure on property"B",or in conjunction with an approved building permit for a new single family home on property,.B„ If you have any questions,please feel free to contact me directly. Sincerely, Derek W. Reeves Planner pj® $ c ` f � it y w _I A Q y * f i f Z '1 s � - x _ t t f ry ik ------------- f . i- -1 E s f f c C . n t la f n c t .... "a i _r, _. . s • x i � t u 1 x Rj9 f ' • S 1 I 19 �I FORM R405-2014 OFFICE COPY RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative(Performance)Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(1 page)and an input summary checklist that can be used for field verification(usually 4 pages/may be greater). ❑ Energy Performance Level(EPL) Display Card(one page) ❑ Mandatory Requirements(three pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) EwrgyGauge®-USRCSB v5.1 42512017 10:41:33 AM Page 1 of 1 OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Residence,Lot 30,11th St Stater Name: Sheet, Lot 30,11m Sl Permit Office: Atlantic Beech City,Stall,ZIP: Atlantic Beach,FL, Permit Number: Owner Jurisdiction: 261100 Design Loceten: FL,MAYPORT NS County:: Dural(Florets Climate tore 2) 1. New construction or existing New(From Plans) 9. Wall Types(4414.0 sift.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,ExWor R=19.0 30780N b.Face Brick-Wood,Exterior R=19.0 688.20ft 3. Number of units,if muape family 1 c.Frame-Woad,Adjacent R=19.0 308.00 fl' 4. Numberof Bedrooms 4 d.N/A R= M 5. Is this a worst case? No 10.Cdgtg Types (2930.0 sgft.) Insulation Area a.Roof Deck(Umented) R=19.0 2930.001P 6. CondiHored Boor area above grace(R') 3591 b.WA R= R' Con itioned Boor area below grade(ft) 0 c.WA R= R' 11.Ducts R R' ]. WnMawa(6. sift.) ,U-0.40 5vee a.Sup:Attic,Ret:Attic,Aft 2M Floor 6 186.78 a. U-Factor: MB,U=0.40 85].83 fl' b.Sup: Attic,RM Attic,AH.Attic 8 359.1 SHGC: SHGC425 b. U-Factor: WA ft 12.Coding systems kBtu fir Efficiency SHGC: a.Central Unit 23.2 SEER:I4AU b.Central Unit NA SEER 14.W c. U-Factor WA R SHGC: 13.Heath,systems kBtohr Efficiency d. U-Factor NIA R' a.Electric Heat Pump 23.2 HSPFe20 SHGC: b.Electric Heat Pump 32A HSW 8.20 Area Weighted Average Overhang Depth: 4.363 ft. Area Weighted Average SHGC: 0.250 14.Hot water systems 8. Floor Types (3591.0 soft.) InsueBol Arm e.Propane Tankless Cap:1gallons N 0.]50 a.SlabOn-Grade Edge Insulation R=0.0 1452.00 b . onmrvation features M EF: b.Floor Over Other Space R=0.0 1431.00W None c.otlter(sm details) R= 708.0011' 15.Credits Patat Total Proposed Modified Loads: 98.81 Glass/Floor Area: 0.183 PASS Total Baseline Loads: 106.16 1 hereby certify that the plans and specifications covered by Review of the plans and ¢SNE Sr4 this calculation are in compliance with the Florida Energy specifications covered by this Code. ,9 n p' calculation indicates compliance y^v n„"' = .•� T 7/(,rane„L+ .y,GG1� Ryan B.Ellie with the Florida Energy Code. ti t•�,� `"'3 PREPARED BY: T-__ Before construction is completed . - DATE: 417117 this building will be inspected for compliance with Section 553.908 1 hereby certify 61st this Wcompliance, Florida Statutesilding,as designed,is In complian with the Florida Energy e. // COQ WE OWNER/AGENT G/- BUILDING OFFICIAL: DATE: __ DATE: 0' - Compliance requires certification by the air handier unit manufacturer that the air handler emplosurm qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 412512017 10 41 AM EmgyG ugefp USA-FleRes2014 Section R406.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Residence,Lot 30,11th SI Bedrooms: 4 Address Type: Street Address BuYtlirg Type: User Codiboned Area: 3591 Lat# Owner: Total Stories. 2 SlocfdSub0irision' All of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street'. Lot W,11 tb St Permit Office: Atlantic Beach Cross Venfilabon: County: Duval Jurisdiction: mill Whole House Fan: CRY,Status,Zip: Atlantic Beach, Family Type: Single-family FL NewlEr3sfiig: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design DailyTemp V Design Location TMY Site Zane 97.5% 2.5% Winter Summer Degree Days Moisture Rentle FL,MAYPORT NS FL MAYPORT NS 2 39 W 70 75 1037 61 Medium BLOCKS Number Name Ares, Volume 1 BI ki 14.52 14520 2 131ock2 2139 25668 SPACES Number Name Arm Volume Kitchen Occupants Bedroom IM61D Finished Cooled Heated 1 1st Floor 1452 14520 Yale 2 0 1 Yes Yee Ym 2 2nd Floor 2139 251368 No 3 4 1 Yes Ym Yes FLOORS # Floor Type Space Perimeter Penimder R-Velm Amus Joist 11-Values Tb Wood Capel 1 Slskp-O Grade Edge Insulation 1st Floss 172 fl 0 14521P _ 0 0 1 2Raised Floor 2W Floor 2991P 13 0 0 1 3 Floor over Garage 2nd Floor __ ____ 409 M 13 0 0 1 4FIoorOver OMer Space 2nd Floor ____ ___ 14310° 0 0 0 1 ROOF J Roof Gable Roof Solar SA Erott Emig Deck Pilch # Type Maerals Am Am Cuo AbrarTested Tested Insul. (deg) I Gablecrshed Cannpositionslungles N30ft NofR Medium 0.85 No 0.9 No 19 42.5 ATTIC V Al Type Ventilation Vent Ratio(I In) Amus RBS IRCC 1 Full alto Unvented 0 21W0 N N 4251201710:41 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Pap 2 of FORM R405-2014 CEILING # Gaming Type Space R-Value Ine Type Area Fmdrg Free Tres Type 1 Under AtBc(UmeMetl) let Floor 0 Blaen 26R 0.11 Wood 2 Under Atbc(Umentad) 2nd Floor 0 Blom 280211' 0.11 Weed WALLS Adjacent Cavity W K%h Haight Below Space _ R-V, w Ft n Ft A- R.VVW-, Finuthinni FrvNng Sh- ni _ 1 S Exterior Frame-Woof 1st Floor 19 19.4 10 194.0 IF 0.05 0.170000 0 2 E Garage Frame-Wool 1si Flexr 19 14 10 140.08 0.05 0.170000 0 3 S Garage Frame-Wood tat Floor 19 16.8 10 188.08' 0.05 0.170000 0 4 E ExteMr Face Brick-Woad tat Floor 19 15.9 10 159.0IF 0 0.05 0.170DDO 0 5 E EMeriur Frame-Wood 1slFloor 19 19.9 0 10 1WOW 0.05 0.170000 0 6 N Exterior Frame-Wood 1st Floor 19 36.1 10 361.08' 0.05 0.170000 0 7 W Exterior Frame-Wood 19 Flom 19 49.9 10 499.0M 0.05 0.170000 0 _ 8 S Exterbr Frame-Wootl 2M Fkar 19 32.1 12 385.2 M 0.05 0.170000 0 _ 9 W Exterior Face Brick-Wood 2M Floor 19 9.4 12 112.8 W 0 0.05 0.170000 0 _10 S Exterior Face Brick-Wood 2M Rol 19 4.4 12 52.8 W 0 0.05 0.170000 0 _11 E Exledor Face Brick-Wootl 2M Floor 19 30.3 12 363.6 ft' 0 0.05 0.170000 0 _12 E Exterior Frame-Wood 2M Floor 19 45.5 12 546.0 IF 0.05 0.170000 0 _13 N Exterior Frame-Wood 2M Fkwr 19 36.4 12 436.8 i8 0.05 0.170000 0 14 W Exterior Frame-WoM 2M Floor 19 88.4 12 7911.812 0.05 0.170000 0 DOORS # Omit Door Type Spece Storms U-Value Vill Height Area Fl In FI In _ 1 S Wood 19 Floor None .46 3 8 24 R 2 S Wood let Floor None .48 3 8 248 WINDOWS Onentaflon shown is Ne entered,Propowd orientation. Wall Overhang # Omt ID France Panes NFRC U-Factor SHGC Area Depth Separa8on Int Shade Screening 1 S 1 Vinyl Lav-E Double Yea 04 0.25 UA W8.5 It 0 in ift01n DrapeUblinds None _ 2 E 4 Vinyl tow-E Double Yes 0.4 0.25 18.OW 2.1 ft in 12.9 ft01 DmpeNblinds None _ 3 E 5 Viny Lcv-E Double Yes 0.4 0.25 21.58 2.1 It0 in 18.8 ft0i DrapeslbllMs Noce _ 4 N 6 Vinyl t.ow-E Double Yes 06 0.25 21.58' 12.4 It 011ft0 in Drapes@linds None _ 5 N 6 Vinyl Irnv-E Double Yes 0.4 0.25 411.0W 12.48011ft0 in Drapeslblinds None _ 6 N 6 Vinyl Low-E Double Yes 0.4 0.25 MOW W 12A 1110 1 1 It 0 in Dapeeblinds None _ 7 W 7 Vinyl Low-E Double Yes 0.4 0.25 72.0 ft- 2.1 It0 in 18.6 ft0i DapeslbliMs None 8 W 7 Vinyl Low-E Double Yes 04 0.25 32.412 2.1 It in 18.6801 Drapeslblinds None _ 9 S 6 Vinyl Low-E Double Yes 0.4 0.25 27.5 IF 2.1 ft in 1It0 in Dhims@linds None _ 10 S 8 Vinyl Low-E Double Yes 0.4 0.25 257W 2.1 It 0 i ift0 in Drapesronnda None _ 11 S 8 Vinyl Low-E Double Yes 0.4 0.25 30.08' 2.1 ft 0 in i It 0 in Drepeslblinds None _ 12 S 8 Vinyl Low-E Double Yes 0.4 0.25 25.88' 2.1 It 0 in 1ft01n DrapeNEI1Ms Nora _ 13 E 11 Vinyl Low-E Double Yes 06 0.25 25.0 W2.1 It 01n iftOln DrapenAbliMs None 14 E 11 Vinyl Law-E Double Yes 04 0.25 8.0 ft- 2.1 It 0 in 1ft01n DrapealbllMa Noce 425201710.41 ANI EnergyGauge®USA-FlaRes2014 Secticn R405 4.1 Compliant Software Page 3 of 5 FORM R405-2014 WINDOWS Orientation shown is the entered,Proposed onentsdon. / Wall Ow:dtang V # Omt ID Frame Panes NFRC U-FacOx SHGC Area Depth Seperaban Int Shade Screening _ 15 E 12 Very1 L.ow-E Double Yes 0.4 0.25 29.7 ft' 2.1 ft in 2.2 It 0 in Drapmtblmtls None 16 E 12 Vinyl Lmv-E Double Yes OA 025 30.0 ft- 2.1 It 0 in 7.2 It 0 in DrapestblmCs None _ 17 E 12 Vinyl Law-E Double Yes 0.4 0.25 4.O IF 2.1 R O in 6.6 8 0 in Drapeablinds None _ 18 N 13 Vinyl Low-E Double Yes 0.4 0.25 45.08' 2.1 ft 0 in 1 ft O In DrepeabllnEs None _ 19 N 13 Vinyl Low-E Double Yes 0.4 0.25 19.8 8' 2.1 ftO M 1 ft 0 m 0speablmds None _ 20 W 14 Vinyl Lax-E Double Yes 0.4 0.25 20.0 W 2.1 ft01n 1 It 0 in Drabl abbnds None _ 21 W 14 Vinyl Low-E Double Yes 0.4 0.25 3008 2.1 R01n 6.5 ft 0M Drepiablinds None _ 72 W 14 Vinyl Law-E Double Yes 0.4 0.25 4.6 W 2.1 ft01n 6.5 ft 01n Diapeslblinas None _ 23 W 14 Vinyl Low-E Double Yes 0.4 0.25 27.0 ft' 2.1 ft 01n 5.880 in Drepes blinds None _ 24 W 14 Vinyl L.on EDouble Yes 0.4 0.25 4.0W 2.1 ft0in 5.2 ft 0 in DrapeabliMa None 25 W Skylt Vinyl Low-E Double Yes 06 0.25 4.0 W 1.299999 1 ft 0 it Diapeablinds None GARAGE # Floor Arco Ceiling Area Exposed Wel Pedlnetsr Aug.Wall Height Exposed Wag Insulation 1 409 8' 409 ft 49.7 It loft 1 INFILTRATION 8 sew Method SLA CFM 50 ELA EgIA ACH ACH 50 1 Whalehouse Proposed ACH(50) .000358 3349 183.86 345.77 .3371 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity BlI Ducts _ 1 Ekchic Heat Pump None HSPFS.2 23.2 kBWlhr 1 sya#7 2 ElecMC Heat Pump None HSPF:8.2 32.8 kBWlhr 2 wpm COOLING SYSTEM is System Type Subtype Efficiency Cepaoily Air Flow SHR Block Ducts _ 1 Central Unit None SEER:14 23.2 kBOMr 898 c" O.75 1 sys#1 2 Central Unk None SEER:14 34.4 IStu4hr 1032 chn 0.75 2 sysyR2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SOMA Conservation 1 Propane Tankless Extenor 0.75 1gal 70 gel 120deg None 412512017 10:41 AM EnergyGauge®USA-FlaRes2014 Section R405A.1 Compliant Software Page 4 a'5 FORM R405-2014 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cent # Company Name System Mwel# Collector Model# Area Volume FEF None None R DUCTS / —Supply —Retum— Air CFM25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Head Cool 1 A18c 6 188.781 Attic 72.6 R' Default Leakage 2W Floor (DefauB)c(Def")c 1 1 _ 2 ANc 6 359.1 It' Attic 89.7751 Default Leakage ANc (Defau#)c(Defautt)c 2 2 TEMPERATURES Progamable TOltiematned 0Jan7Y Fab �D07 Ceiling Fans. VDw e 41rg 1 ' ug Jan [ ]FFebeb [ )X MMar Apr may ay Apr I IMay Mey 11 Jun J n fD( Jul rDp'Aug iD(71 Sqt Oct rDD'Nw N. �LX7l on [ Jul [ 'Aug [ ]8qr Oct �(J Nw [ )Dae Themwsb[Sctxltluk: HERS 2006 Reference Han ScWule Type 1 2 3 4 5 6 7 6 9 10 11 12 CaoBng(WO) AM PM N 68 78 78 78 78 78 78 78 870 78 78 Cooling(WEH) AM 78 78 78 78 76 78 78 76 78 78 78 78 PM 78 78 78 78 78 76 78 78 78 78 78 76 Heating(WD) AM Be 66 66 Be 66 68 68 68 a Be Be 88 PM 68 fib 68 68 68 86 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 Be Be 68 Be 68 Be 68 68 68 PM 68 68 68 68 Be 68 68 68 68 68 Be Be 4125/2017 10 41 AM Energy0auge4D USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 j ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. j Lot 30, 11 th St,Atlantic Beach, FL, j 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 3417.801? b.Face Since Wood,Exterior R=19.0 688.201 3. Number of antis,it multiple family 1 c.Frame-Wood.Adjacent R=19.0 3W.00ft 4. Number of Bedrooms 4 it.WA R. ft 5. Is this a worst cex7 No 10.Cafng Types Insulation Area e.Roof Dee,(Unverhad) R=19.0 2930.00 ft' 8. Conditioned floor area(8) 3591 b.WA R= fF 7. Windows" Description Area c.NIA R= W a. U-Factor: DM =0. 11.Dods R 8 .U 40 fi57.83 ft' SHGC: SHGC=025 p a.Sup:Atby Ret:Albc,AH:2nd Floor 6 185.76 b.Sup: Attic,Ret:Attic,AH:Attic 6 359.1 b. U-Factor: WA ft SHGC: 12.Curling systems k8hohr EfOcienoy c. U-Factor. WA W e.central Unit 23.2 SEER-14.00 SHGC: b.Central Unit 34.4 SEER:14.00 d. U-Feotar WA fl13.Heating systems kBbht Efficiency SHGC: Area Weighted Average Overhang Depth: 4,363 fl. a.Ekobc Heat Pump 232 HSPF:6.20 Area Weighted!Average SHGC: 0.250 u Electric Heat Pump 32.8 HSPF:8.20 g 6. Floor Types Insulation Area 14.Hol water systems a.Slab --Ohhale Edge Insulation R=0.01452.00 R a.Propane Cap:1 gallons EF 0 75 b.Fluor Over Other Space R=a.0 1431.00 R b_ Conservation features c.other(sae debits) R= 708.008' None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building FZNES7:4 Construction through the above energy saving features which will be installed (or exceeded) yG Fo in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: (,G--�/ �� Date: 74 1 7 Address of New Home: 5 6( ((P'f 6&hi 604A City[FL Zip: pj TiZJ��j • COU 1vE'1�" `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. 4125201710:41 AM EnergyGauge®USA-Flafl"2014 -Section R405.4.1 Compiled Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Lot 30,11th St Permit Number: Atlantic Beel FL, MANDATORY REQUIREMENTS See individual code sections for full details. X 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shag require that an energy pedonmance law)(EPL)display card he completed and certified by the builder to be accurate and correct before final approval of the building for occupancy Flonda law[Secdon 553.9085, Florida Starres]requires the EPL display card to he included as an etlde d um to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information mclicadrhg the energy performance krvel and efficiencies of components installed in a dwelling ung.The building official shall only,that the EPL display card completed and signed by Me builder accurately reflects Me plans and specifications submitted to demonstrate compliance for the building.A copy of Me EPL display card can be found in Appendix C. IX 11402.4 Air leakage(Mandatory). The building the oral envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402 4 4. X R402.4.1 Building thermal envelope. The building Mermal evil shall comply wed Sections R402.4.1.1 and R402 4.1 2.The sealing methods between dissimilar materials suall allow for dlfferentWl exportation and contraction. 11402.1.1.1 Installation.The components of the building thermal envelope as listed in Table R402 4 1 shall he installed in accordance with the manufacturers Instructions and the cnterla listed In Table 4011, as applicable to the method of construction. Where required by the cede official,an approved third party shall inspect all components and verity compliance. 114024.1.2 Testing. The building a dwelling unit shall he tested and verified as hating an air leakage rate of cwt exceeding 5 air changes Par hour in Climate Zooms 1 and 2,and 3 etr changes per hour in Climate Zones 3 through 8.Testing shall he conducted with a boxer door at a pressure of 0.2 inches w .(50 Pascals).Will required by the carie official,learns shall be conducted by an approled third party.A written report of Me results of Me lest shall be signed by the Patty conducting the test and pro nded to the cede oficteL Telling shall be performed at any done after creation of all penetrations of the building thermal envelope. During besting: 1.Extents,windows and doors,fireplace and slow doors shall W closed,but not sealed,beyond the intended weatherstripping or darer infiitradon control measures: 2.Dampers including exhaust intake,makeup air,heckdre0 and flue dampers shag be closed,but not sealed beyond intended infiltration control measures; 3.Inform doors,if installed at the time of Me test shall he open: 4.Exterior doors for continuous wadlason systems and heat recovery vendletars shall W closed and sealed; 5.Hearing and cooling systems,ff installed at Me time of tie test shall he turned off;and 8.Supply and reNm registers,if installed at the time of the last,shall he fully open. IX R402.4.2 Fireplaces.New woad-0uming fireplaces shall haw tight-fiMng flue dampers and outdoor combustion air. X 11402.4.3 Fenestration air IeakageWindows,skylights and slicing glass dons shall haw an air infiltration rate of no more than 0.3 oho per square foot(1.5 Ushil and swinging doors no more Man 0 5 cfm per square loot(2.6 Usimll when tested accotlMg to NFRC 400 or AAMAANDMA/CSA 1010.S.21A440 by an accredited independent laboratory and listed and labeled by the manufacturer. Exception: Sits-buift windows.skylights and dons, X R40244 Recessed lighting. Recessed luminalres installed in the building thermal emxlope shall be staked to limit air leakage between constrained and uncdMir oned spaces.All recessed luminares shall no IC-rated and labeled as having an air leakage rate not more than 2.0 cfto(0.944 Us)"am tested M accordance with ASTM E 283 at a LST par(75 Pa)pressure digermlial.Air recessed luminaires shall be sealed with a gasket or caulk between the housing and Me interior wall or ceiling cdyemg. �X R403.1.1 Thermostat provision(Mandatory)At least one therestet shall be provided for each separate hearing and cooling system. X 11403.1.3 Neat pump suppleme orry heat(Mandatory)Heat pumps having supplementary electric-resistance heat shall haw controls Mat, except during defrost,prevent supplemental heat operation when Me heat pump compressor can meet Me heating Idea. X 11403.22 Sealing(Mandator*l ducts,air handkvs,and fiber boxes and building cavMes Mat bum the primary air containment passageways for air distribution systems shall he considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section 0403.2].2 of Me Commercial Provisions of tis code and shall he shown to meet duct lightness criteria by postconsiruction or roughen testing below. Duct tightness shall W wririe t by testing to Section 803 of Me RESNET Standards by either an energy refer deNfied in accordance with Section 55399,Florida Stables,or as audcrlaed by Florida Saddest,to be-substantially task free-by elver of Me Nlowng; 1. Posts sMlctlon test Total leakage shall W loss Man or equal to 4 ci m(113 Umin)per 100 square feet(9.29 m2)of contlitained floor area when tested at a pressure dlflerental of 0.1 inches w.g.(25 Pa)some the mitre system,indeding the manufacturers air handler enclosure.All register boats shall he Wped or otherwise sealed during the last. 2. Roughen test Total hell shall be Was Man or equal to 4 onto(113 Umin)per 100 square feet(9 20 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(251sa)across the system,IncNtling the manufacturers air handler enclosure.All registers shall be taped or- adamantine aMenviae saaletl during the teat.I1 Me air handler is not installed at Mt road of the test,bW leakage shall he less Man or equal to 3 cfm(85 Umin)per 100 aquae feet(9.29 m2)of ooMitbnetl floc area. Exceptions. 1. The total leakage last is ran required fa duets and air haMkvs locoed eMrNy within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 412SQ017 10:41 AM EnergyGauge®USA-FlaRes2014 -section R405 4.1 Compli Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) X R403.2.3 Building Cavities(Mandatory). Building foaming cavities shall not be used as ducts or plenums. X R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105`F(41-C)or below 55-F(13°C)shall be insulated to a minimum of R-1, 11403.3.1 Protection of piping insulation. ❑ R403A.1 Circulating hot water systems(Mandatory), Circulating hot water systems shall be provided w0h an automatic or reality accessible manual swfch that can tum off the hot-wafer circulating pump wben the system is not in use. X 11403.4.3 Heat traps(Mandatory). Storage water heffiers not equipped si4h integral heat Maps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commence y available heat map a a dowmvard and upward bend of at least 3%inches(09 mm)in the hot water distdbubon line and roll wafer line located as close as possible M the storage tank. X R403.4.4 Water heater efficiencies(Mandatory). X 8403.4.4.1 Storage water heater temperature controls R403.4A.1.1 Automatic controls. Service water heating systems shall be equipped with autana0c temperature controls capable of adjustment from Ma lowest to Me highest acceptable temperature settings for the intended use.The minimum temperature selling range shall be from 100°F to 140°F(3WC to 60°C). R403.4A.12 Shut coon. A separate s"ch or a clearly marked circum breaker shall W provided b perm0 Me posier supplied ro alectrb service systems ro be turned off.A separate valve shall be provided to perms the energy supplied to the main bumens)of combustion types of service water heating systems b be turned off X R403.4.4.2 Water heating equipment. Water heafirg equipment installed in residential units shall meet the minimum efficiencies of Table 0404 2 in Chapter 4 of the Flords Building Calle,Energy Conservation,Commeroial Previsions,for the type of equipment Installed.Equipment used to provide hearing functions as part of a combination system shall satisfy all stated requirements for the appropriate sister hewing category. Sdar sialmr heaters shall met the offers Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systema.Solar systems for domestic fool water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined hon the Floods Solar Energy Center Directory of Cefified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9606,Test Methods for Solar Collectors,anti SRCC Standard TM-1,Solar Domestic Hot Water System and Component Ten Protocol,Collectors in installed soar water healing systems should meet the following criteria, 1. Be Installed witha bti angle between 10 degrees aed 40 0.grces of Me hodim 1.and 2. Be installed at an ork bon whhin 45 degrees of true south. ❑ 11403.6 Mechanical venfilefion(Mandatory).The building shall be provided wed ventilation that meets Me requirements of the Florida Building Cade,Residential a Florde Building Code,Mechanical,as applicable,or with other approved means of ventilation.Outdoor air intakes and exhausts shall have automatic or gravity damWm Mat close when Me ventilation system is not operating. ,X R403.6 Heating and cooling equipment(Mandatory). The follieving sections are mandatory for waling and heating equipment. X R403.6.1 Equipment sizing. Heating and coling equipment shall be sized in accordance vtiM ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and coding calculation methodologies,based on building bads for the directional orientation of the building,The manufacturer and m del number of the outdoor and indoor units(d split system)shall be submitted along with Me sensible and total coling capacities at the design conditions described in Section R302.1. This cafe dos not allow designer safety estrous.provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include bads created by local intermittent mechanical ventilation such as standard kitchen and b mm exhaust systems. • R403.6.1.1 Cooling equipment capacity. Coling only equipment shall be selected w Mat be tail capacity,is not lees than the calculated rotal bad,but not more Man 1.15 times greater Man Me total load calculated acwNing to do procedure selected In Section 403.,or the closest available size provided by the manufacturers product lines-The corresponding latent capacity of Me equipment shall not be less than the calculated latent load 425/201]10 41 AM EnergyGaugeO USA-FlaRes2014 -Section R405.4.1 Compli Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 'X R403.6.1.1 Cooling equipment capenity.(confined) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the aMoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower chin 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 tempemture shall be fa the indoor dry bulb and relative humidity used for the load!calculation and shall be adjusted for return side gains If the return duct(s)is installed in an uncen ftwared space. Exceptions' 1. AMeched single-and mu8ifantily residential equipment siring may be selected so Bet its cooling capacity is less than Me calculated total sensible load but nes less Nan 80 percent of that bad. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may ba sized in accordance with good design practice. 'X RM3.6.1.2 Heating equipment capacity 11403.6.1.2.1 Heat pumps. Heat pumps sairg shall be beeeE on the cooling requirements as calculated accon irg to Section R403 6A.1 and the heat pump total coding capacity shall not be more than 1.15 genes greater Nan the design cooling bad. R403.6.1.2.2 Electric resistance fumaces. Electro resistance tumams shall be seed mMin 4 kW of Me deign requirements calculated according to the procedure selected in Section R403.6.1. R403.8.1.2.3 Fossil fuel heating equipment. The rapacity of fossil fuel heating equipment with natural draft atmospheric bumers shall not be less Mantle design load calculated in accordance with Section R403.6.1. X R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipatedi additional loads caused by major entertainment events,shall have equipment stied or control to prevent continuous space cooling or heating within that space by one or more of Me following options'. 1. A separate cooling or heating system is utilized to provide cooling or heading td Ne major entertainment areas. 2. A variable capacity system sued for optimum perionmance during base bad periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling unite shall comply with Sections C403 and 0404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(MaMatory). Show and ice-meting systems,supplied through energy service to the bulking,shall include automatic ceneds capable of shutting off Me system when the pavement temperature is above 5SF,end no predphation is falling and an automatic or manual commit Mat will allow shutoff when me outdoor temperature is above 40"F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and aground was shall W as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSIIAPSP-15.The energy requirements for portable spas shall be in accordance wm ANSVAPSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall W equipped with a readily accessible on-off switch Met is mounted outside the heater to allow shutting off the heater without adjusbrg the Memestat seMng_ R403.9.1.1 Gas and o8-fired pool and spa healers. All gas-and aLfired pod and space hselem shal haw a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 213C Pod hashers 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 heatem shall have a minimum COP of 4 0 when tested in accordance with AHRI 1160,Table 2,Standard Rating CaMNons-Low Air Temperature.A test report iron an independent laboatory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this Standard. O R403.9.2 Time switches. Time switches or ober contra method Mat can automatically tum off and on hearers and pumps according;to a preset schedule shall be installed on all heaters and pumps.Healers,pumps and moMm Nat haw built in timem shag be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operators. 2. Where pumps are required to operate soar-and waste-heat-recovery pod heating systems. 3. Where Pumps are powered exclusively,from on-site renewable generation. O 8403.9.3 Covers. Heated swbnming pools and inground permanently insalletl spas shall be equipped with a vapor-retardant oover on ora Me water surface or a liquid cover or other means proven b reduce heat loss. Exception: Outdoor pods deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. X RR404.1 Lighting equipment(MandMory). A minimum of 75 percent of the amps in permanently installed Ight ng fixtures shall be highefficacy,lamps or a minimum of 75 percent of pennarenly,Installetl lighting fixtures shall contain only high efficacy lamps. Excepllon: Low-voltage lighting shell not w requiretl to utilus hlgh�efficacy amps. _ O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall nes hose continuously burning pilot lights X III Part onance ONLY. All ducts nes entirely inside the bulking thermal envelope shall be insuaMd We minimum of Rte. 'X It"63A Perfomence ONLY, Ceilings shall have minimum insulation&R-19.Where single assemby of me exposed deck and beam type or concrete deck roofs do nil haw sutficent space,R-10 is allowed. 4Y251201910:41 AM EnergyGaugea USA-FlaRes2014 -Section R405,4.1 Compli Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Residence,Lot 30,11th at Builder Name: street Lct 30.11th at Permit Office: Atlantic Beach GAY,state.Zip: Atlantic Beach,FL, Permtl Number. Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT NS COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air banter shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed_ X Air-perineable insulation shall not be used as a sealing material. Ceiling/attic The air harder in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. X Access openings,drop down stairs or knee wall doom to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in X substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and X Rim joists flim joists are insulated and include an air barner. X Floors (including above-garage Insulabon shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. X Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. X Exposed earth in unvented crawl spaces shall be covered with a Class Shafts, penetrations Duct shafts, utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. X Narrow cavities Batts in narrow cavities shall be cut to frt,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity X spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. X Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated,and sealed to the drywall. X Plumbing and wiring Batt insulation shall be cut neatly to fn around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to X available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air X barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or X air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be X sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls.Fireplaces shall have X gasketed doors 4125/2017 10.41 AM EnergyGauge®USA-FleRes2014 section R405A.1 Compliant Saftim Page 1 of 1 Manual S Compliance Report Job wrightsoft` P P Data: alae 1st Floor By: M.Ellis Energy Design Systems, Inc. 11727 Bmcy Rd,Jacksonville.FL 32323 P we:W4.268-M70 Fak W4388d6ID Email ads Iak@gmiI am Project Information For: Residence Lot 30, 11th St,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.40F Sensible gain: 18421 Btuh Entering coil DB: 75.0'F Outdoor design WB: 77.4'F Latent gain: 2138 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 20558 Btuh Indoor RH: 50% Estimated airflow: 773 cfm Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140241K+ARUF25814A Actual airflow: 773 cfm Sensible capacity: 17632 Btuh 96%of load Latent capacity: 5568 Btuh 260%of load Total capacity: 23200 Btuh 113%of load SHR: 76% Heating Equipment Design Conditions Outdoor design DB: 38.1'F Heat loss: 18467 Stub Entering coil DB: 68.0°F Indoor design DB: 68.0'F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Split ASHP Manufacturer Goodman Mfg. Model: GSZ140241K+ARUF25B14A Actual airflow: 773 cfm Output capacity: 23200 Btuh 126%of load Capacity balance: 33 of Supplemental heat required: 0 Brun Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 773 cfm Output capacity: 4.8 kW 88%of load Temp. rise: 50 'F Meets are all requirements of ACCA Manual S. �. wrightSOf�t' Rlgmsull@I hama12017170v.17 RSU17457 201)-rW"'2510'ad.eI t 2tOCA ...emal.BReaidence,Lo13p,1118 SI.PlI Bcg.,u0 calk,-MJ9 FImIDwrMatta, 5 Project Summa Job wrightsoft 1 Summary pate: clan 1st Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd.Jackaamile.FL 0223 Phone:901-26&3670 Fu:90436xM70 Emeil:ede ilib,mil dour Promect Information For. Residence Lot 30, 11th St,Atlantic Beach, FL Notes: Design Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 75 °F Design TD 30 °F Design TO 19 °F Daily range L Relative humidity 50 % Moisture difference 50 gob Heating Summary Sensible Cooling Equipment Load Sizing Structure 18467 Btuh Structure 18421 Btuh Ducts 0 Stuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18467 Btuh Use manufacturers data Rquipm inultiplier 1.O InflHration Equipmentt multiplier sensible load 184211 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2138 Btuh Ducts 0 Btuh gg E Central vent(0 cfm) 0 Btuh Area(ft') 1451 Co*ino1452 of one) q Equipment latent load 2138 Btuh Volume ges 14520 14.16 Air changes/hour 0.81 0.18 Equipment total load 20558 tBtuh on Equiv.AVF (cfm) 81 39 Req. total capacity at 0.75 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg Trade GOODMAN; JANITROL;AMANA DIST[... Trade GOODMAN;JANITROL;AMANA DISTI... Model GSZ140241K Cord GSZ140241K AHRI ref 7995055 Coil ARUFZ5BI4A AHR[ref 7995055 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible coding 16240 Btuh Heating output 23200 Stub @ 47°F Latent coding 6960 Btuh Temperature nse 27 °F Total coding 23200 Btuh Actual air flow 773 cfm Actual air flow, 773 cfm Air flaw factor 0.042 cfnVBtuh Air flow,factor 0.042 cfrrdBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.90 Capacity balance point= 33 °F Backup: Input=5 kW, Output= 16296 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J lith Ed. * WHght5OIC Rgh1SWe&Uwhrdi12017170.17Rsu17457 2017-W-2510:12:08 Pope 1 ..noel AR.hdds0e,i PtX,11th WAtl`0dprvp Cak,4 JO Front rarcMea: S wri htsoft• Manual S Compliance Report Job- Date:Date: alae 2nd Floor By: M.Ellis Energy Design Systems, Inc. 11727 Emily Rd,JacksonNlle,Ft 32223 Phone:904-268 W70 Fax9]1 2663670 Emil eds jaR®g^ail com Project Information For: Residence Lot 30, 11th St,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 27432 Btuh Entering coil DB: 75.0'F Outdoc r design WB: 77.4'F Latent gain: 2896 Btuh Entering coil WB: 62.5'F Indoor design DB: 75.0°F Total gain: 30328 Btuh Indoor RH: 50% Estimated airflow: 1147 cfm Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model GSZ140361K+ARUF37O14A Actual airflow: 1147 cfm Sensible capacity: 26144 Btuh 95%of load Latent capacity: 8256 Btuh 285%of load Total capacity: 34400 Btuh 113%of load SHR: 76% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 21074 Btuh Entering coil DS: 68.0°F Indoor design DB: 68.0'F Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Goodman Mfg. Model: GSZ140361K+ARUF37D14A Actual airflow: 1147 cfm Output capacity: 32800 Btuh 156%of load Capacity balance: 27 'F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1147 cfm Output capacity: 6.2 kW 100% of load Temp. rise: 50 'F Meets are all requirements ofACCA Manual S. _ N17'AI•-2510:4306 wrightsoft* RgMSW�IFWcrsal N1717.0.17 RSU17457 Papel /� _dnual 1Resdence,Lod 30,11th St All B,h mP Cale=MJB FSM Dom bees: S Project Summar Job: wrightsoft 1 Y Date: 411 C17 2nd Floor By: M.Ellis Energy Design Systems, Inc. nrn Beady Rd,AckemWe,FL=3 Phone:90a-2 MTO Fu 904-160-3570 Emcoeds jaw®9mall co Proiect Information For. Residence Lot 30, 11th St,Atlantic Beach, FL Notes: Design Information Maypod Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 "F Outside db 94 °F Inside db 68 °F Inside db 75 °F Design TO 30 'F Design TO 19 °F Daily re e L Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 21074 Btuh Structure 27432 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21074 Btuh Use manufacturers data Rate/swing multiplier 1.00, Infittration Equipment sensible load 27432 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) structure 2896 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Head ng Cooling (none) Area(ftJ 2139 2139 Equipment latent load 2896 Btuh Volume(ftp 25668 25668 Air changesthour 0.30 0.14 Equipment total load 30328 Btuh Equiv.AVF (cfm) 127 61 Req.total capacity at 0.75 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL;AMANA DISTI... Trade GOODMAN; JANf7ROL;AMANA DISTI... Model GSZ140361K Cond GSZ140361K AHRI ref 7995254 Coil ARUF37D14A Efficiency AHRI ref 7995254 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 24080 Btuh Heating output 32800 Btuh @ 47"F Latent coding 10320 Btuh Temperature rise 26 °F Total coding 34400 Btuh Actual air flow 1147 cfm Actual air flow 1147 cfm Air flow factor 0.054 cf n/Btuh Air flow factor 0.042 cf rVBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.90 Capacity balance point=27 °F Backup: Input=6 kW, Output=21074 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. —rightai 2017n -n to 42 m enuY.r�ReaMmee,Lq 30,itih St.NI Bchrvp Cak=MA F.now Aces: 9 PW 2 N 1st Floor Famr Room KtcMn cfm 95 dm 80 chn 80 dm 6' 16. er 8' 1' V3B 800 Dnin OIBce 95 dm 1' 119 chn Sitbi 200 cfm Job M Exclusively for the use of: scale: 1 : 105 Performed for: Resi "e Bacca Heating B Air Rgmsuitem Unwrsei2017 St 1].01]RSU1747 A1lanito Beech,F Lot11M,FL 201]-AW-2510:49:51 k —Ca.W W.11M a.Atl fth.mp N 2nd Floor ' V ` Master Bath 142 m wlc r 4° fm 129cm 6' M4 4 199 cfrldi ager Bed 21 M 4' Bed 3 6 129 cft 1' 10' cfin 4' 6. 190 cfm Laundry 61 cM1n Bteic 9eth2 qdm 12' 4' earn3 , 4' 110 m r Bed 2 354 dm 244 nm Bed 4 Job 4: Exclusively for the use of: scale: 1 : 105 Performed for: Re9e 2 Residence Bacca Heating&Air RI9h1-Sufis®Universal 2017 Lot 30,111h St 17.0 17 RSU19457 Atlank Beach,FL 2017-Ayr-25 10:43:51 .ce,Wt 30,ttlh 5(Atl Bch rup +� wrightsoft Duct System Summary Dae: 1st Floor By: Exclusively for the use of: aa,.M epary Project Information For. Residence Lot 30, 11th St,Atlantic Beach, FL Heating Cooling Extemal static pressure 0.10 in H2O 0.10 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/return available pressure 0.07310.027 in H2O 0.073 0.027 in H2O Lowest friction rate 0.074 inI1ODft 0.074 in/100ft Actual air flow a00 elm 800 elm Total effective length (TEL) 135 ft Supply Branch Detail Table Design Htg Cig Design Diem H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mall Ln(ft) Ln(ft) Trunk Drag h 2519 98 98 0.086 7.0 Ox 0 VIFx 9.9 75.0 F.nty Raom h 2435 95 94 0.081 8.0 Ox 0 VIFx 14.8 75.0 Famgy Ra h 2435 95 94 0.089 6.0 Ox 0 VIFx 7.3 75.0 xnaren h 2052 80 79 0.087 6.0 Ox 0 VIFx 8.6 75.0 xncha.A h 2052 80 79 0.081 6.0 Ox 0 VIFx 14.8 75.0 ampe c 3083 117 119 0.080 6.0 Ox 0 VIFx 16.3 75.0 P. c 979 37 38 0.088 40 Ox 0 VIFx 8.1 75.0 seting R. c 5188 199 200 0.074 1 7.0 Ox 0 1 VIFx 1 23.4 1 75.0 Return Branch Detail Table Grille Htg Clg TEL Design V.I. Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) ill n) 0n) Opening(n) Mall Trunk rb2 I Ox 0 1 800 1 800 36.7 1 0.074 573 16.0 Ox 0 VIFx saerta* eav,aeeaaaemxaa«trg.m •I}t• wrighy t8OtC RgM-Suaealhn ai MI71T0WRSU171 M17AKZI0'QX Aftanal DIRes a e.W W,IIIh SI,Aa Mh.vp Ce =MA FmM nux Ma*a- 8 pbya 1 J. +I+ wrightsoft Duct System Summary Jabs 2nd Floor By: Exclusively for the use of: eecca IlaAte a px Project Information For. Residence Lot 30, 11th St,Atlantic Beach, FL Healing Cooling External static pressure 0.10 in H2O 0.10 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/return available pressure 0.071 /0.029 in H2O 0.071 /0.029 in H2O Lowest friction rate 0.059 in/100ft 0.059 m/100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 168 ft SupplyDetail Table Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) Wrn) (cfm) FR (in) (in) Mag Ln (ft) Ln(ft) Trunk Mh2 c 3007 83 84 0.061 4.0 Ox VIFx 27.0 90.0 st2 Mh 3 It 3650 110 107 0.066 4.0 Ox 0 VIFx 16.8 90.0 st2 BM4 c 729 20 20 0.067 4.O Ox VIR 15.8 90.0 all eeu2 c 5045 138 140 0.061 7.0 Ox 0 VIR 26.8 90.0 st2 Baur c 3383 92 94 0.066 6.0 Oxo VIR 16.6 90.0 all Baa+ h 8106 244 239 0.065 7.0 Ox 0 VIR 18.8 90.0 st2 taaanr c 20.31 61 61 0.063 4.0 Ox 0 VIFx 22.8 90.0 ell Maeler Bath-p It 4721 142 139 0.059 6.0Ox0 VIFx 29.2 90.0 511 M.W Baa c 4627 127 129 0.063 7.0 Oxo VIFx 22.9 90.0 all Master Belo c 4627 127 129 0.067 7.0 Oxo VIFx 15.9 90.0 stl 1a c 1493 4 0.062 4.0 Ox 0 VIFx 25.1 90.0 all NAC c 1955 54 54 0.061 4.0 Ox 0 VIFx 27.0 90.0 st1 SupplyDetail Table Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) I FR (fern) (n) (n) Material Trunk e11 Pik AVF 625 630 0.059 451 16.0 0 x 0 VinlFix at2 Peak AVF 575 570 0.061 732 120 0 x 0 VinlFlx ewvuaac vaxre•a•ve..ra�aaabean+uan _ Z011-M-2510:43:N wr.� .eO s) RgM-ButIBchwna14B11 .8 F.n,D945i Pp 2 .anuY DWxMnce,Lp 30,111a al,p0 eaa.� Cala=MJB Fmnl Omr Ycaa: S Return Branch Detail . - Grille Htg cg TEL Design Woo Diem H x W Stud/Joist Duct Nam Size(n) (cfm) (cfm) (ft) FR (fpm) (n) (in) Opening(in) Matt Trunk rb7 Ox 0 221 224 43.9 0.066 507 9.0 Ort 0 MR rb3 Ox 0 354 346 49.0 0.059 802 9.0 Ox 0 VIFx rbt Ox 0 238 243 40.8 0.071 696 8.0 Ox 0 MR rb5 Ox 0 199 198 44.0 0.066 365 10.0 Ox 0 MR rb6 Ox 0 188 190 34.5 0.085 242 12.0 Ox 0 VIFx .W. arax.c waa q.e.ee.P.Mn,.ry ava.rmn * WriOt8OW RIpM118utlNUrtp IM1717.0.17RSU17457 4U17Apr-p 10:43:M Pape 3 anYY DWeaiEanca,Ld W.11M Si,AUPCM1.np Cak-Ma Fpm!Dox Ycn: S > 2 !] } } 2 / oi-A ! / } ] \ }/ z E / « ■ � tc , ! ` � � | = 4 !> B ® G k lEES 7 1 J! * \ ! no Q U 7 \ ( 4 n } 4 4 \ ° ? ! � ' \ � § \ _ £ 01 \ ( \ \ \ \ j \ ) / ) ( f@ § 22 « Rl : rmr [ � ° } } § { { ( \ ƒ Rr » ( ` ® CO. \ ` ; \ � - ! \ \ ( * t \ z / \ / ¥ rn k E \ / \ k 0 0 \ � \ to rr & | \ � E t E E � w0 m , % \ f f ` | k k ({ ■ § � , � \ � � » « ®t to ! � \ & ( \ � K o e ƒ\ ` 7 \ k7 \ ( ■ 1.0 { m f \ } E �{ ( � \ n } r] a � f y » ALL GABLE ENDS ARE DROPF CONY FRAME r (- ~ 1 AS ea j Al L A6 P Q Q b' - YAU TO d V U D L r L f`r--,ez�NT 312' ,arm.61 OFFICE COPY 0 WTi JOB: 8 LOT �" J LOC:LOT 30 11TH ST PLAN:LOT 3011TH ST _Y ^ DESIGNER:RICH H U "g PITCH:11112,W12 ry g 33 OVERHANG:W 830' NAND CODE:1 SO MPH EXPC CLOSED u — ALL TRUSS PLATES ARE ALPINE PLATES APPROVAL#18933 ENGINEER OF RECORD HULSBERG ENGINEERING JEFF HULSBERG 11481 ST AUGUSTINE RD, V D L JACKSONVILLE,FL,32258 LICENSE NUMBER:33152 HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART# APPROVAL# 1-PLYTRUSS iFL10855.R3 2-PLYTRUSS HGUS282 FL10888.1 318 b '`n �A ® -WIpoNEEXI fS ® -21'-i Win GNEIGM G2C -If-0SV'BPG FEIGIR N P9 W ,3 v V/ SHOP DRAWING REVIEW DISPOSITION ' R "]IWrl& ATTENTION:Review of shop drawings is only far conformance with K ; the resin coneel of the Cp e¢ p:. p o project and the noteholdesofthtr shop �I �� dmings,aiotrfor anydeviation fromthefyall hold meson shop V TED L Erawings.Comractar5ha8deNrmiiNaiM verilyall N¢IE measuremen6. q�E g$ 8 F 1 XAPPMVID O RETURNED FOR CORRELTON 1 A13 ❑ APPROVED AS NOTED D RETURNED VATHOUT ACTION o£� 8 as �q13 D NOTAPPROVED D COMMENTS Has LETTER 11 ad 2 Zessa n` BY !�✓ DATE ¢p CONV FRAME HULSBERG ENGINEERING,INC FL CE T 2 11481 ST AUGUSTINE RD.4272 JACKSONVILLE,iL 32258 —y a OFFICE COPY Alpine, an ITW Company �5% rw�IMMU°"m 24M Lake Orarsge Drive Suite Iso Orlando lFL 32a 7 O,`' , �` Fiends Engineering Certificate of Anlhorixalion Number:0278 V Florida Certificate of Product Approval k FL 1999 ••� • SF ,.'not of 1 Document ID,I WOA9353ZO425094044 3 o. 648 Truss Fabricator: fileckler 6 Sons Building Supply Job menun—tmn: 3293176-( )LOT 30 - 11TH ST -- LOT 30 - 11TH ST ATLANTIC 19MEACH-4 F AT ;•Q Truss Count. 20 •• 4p e Model Code: Florida Building Code 5th Edition (2014) Q• �F R •\ate Truss Criteria: TPI-2007(STD) %• Engineering Software: Alpine Software,Version 15.01. yin_e. /0 •• Structural Engineer of aecord: JEFF HULSBERG 33152 rorom I to Address: 11481 ST. AUGUSTINE RD, mmimunt Design loads: Roof - 37.0 PSF @ 1.25 Duration ^"O Floor - N/A ..am..w u.wr a.cae^er< ^_ Wind - 130 NPH ASCE 7-10 -Closed Notes: 04125/2017 1. Determination as to the suitability of these truss components 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 mast catch the date shove 2400 lake orange Dr,Suit. 150 on the individual truss component drawing. Orlando FL,32837 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by fileckler A Sons Building Supply for the above referenced job identification. Loads applied by non-truss elements and basic load paralreters are to be reviewed and approved by the EOR/building designer. 4. As shoran on attached drawings; the drawing nulrber is preceded by: RCUSR9353 Details: 14030EC1-GBLLETIN- #_ Ref Descri tion Draw ri W Data 1 84782--A1 11115075 04/25/17 2 84783--A2 17115076 04/25/17 3 89704--A3 17115077 04/25/17 4 84785--A4 17115078 04/25/17 5 89786--AS 17115094 04/25/17 6 84787--A6 17115079 04/25/17 7 84780--A7 17115080 04/25/17 B 84789--AB 17115081 04/25/17 9 84790--A9 17115002 04/25/17 10 84791-410 17115003 04/25/17 11 84792--All 17115084 04/25/17 12 89793--Al2 17115085 04/25/17 911 at me 13 84794--A13 17115086 04/25/17 - — W 14 84795-414 17115087 04/25/17 G j 15 84796--A15 17115088 04/25/17 z __ 18 84797--0.16 17115089 09/25/17 E. b `o 17 89798--A17 17115090 04/25/17 a 18 84799--B1B 17115091 04/25/17 19 89800-419 17115092 04/25/17 _ � 20 84801-420 _ 17115093 04/25/17 '- €g< o ' Ll U ❑ zor Sca 3 ❑ 0 m =gt c. bq Mild it bFill zr � § Iq mr [ 2 ` § qq� / e qA,I ) 9 } R « 2 : 92E § /\§ § 00 \! , ! —\ o / \ \� | i >173 \ ( 01 . co • / ! ` ' \ | 2 § & ; , rte { - A ! § \ � mm ■ § m !\ | ` � ! ; pq / ( 1 0 . ! _1 $/ � | §mKq G §Vk\! � � pm §ga/ ! . e /dw . . ¥ �� ! ! : / $ \�& , a ( h # § � \ \ � • gRell ( ] 4g A # LR $ / • )[ - - _ p r 2§ w 9 §\ : aG c & i ■ % ' all \ e, , ! §% RI r _ - | � § mm2% ) q § § l � � ream\ --.I - / § /q( , g . OD — § ] ) / Ali 1 / ■ § /�_§ _ � \ ; 2 / \) r- ( : / ��, 2 �� - - 2 « ■ Km ! m - ■ | ` : - . � ! / | T z a m nS9 m ,. N ry c b N i n $ ssmPo B o m 9 = 41 a� A , monc�R No m6 a -n �'m d R N 0 P y Pismf F f9F, Pmd Fa d{ 'n p a •y,� *n �yia= n r N o i 9Rf P�' •. iF9x 9 � O � W ism nua O � ] w5 �P F:i iS; Pl�i n" � � � � o • mnn' .o a — 119 Q. nOgg i eR ?s�9a ae _rw o L it ti if-IlI lio, N t a a N ^Ro 2 m m n � n �- F jg PlFFsx@ o ♦ e _ — 3�p9px x x s� N D N q1 O �Yll lli � a O 4� CaSOm „ � P ::s x" 590 ae{ a Fm NRo°, o m � Si�lSg ills n \ iQza , ss a Is � N y fiF i e 3 ' & o - is �i e3 s°13zy0 pi y " ' e' t9 �!.•g ai i any A �"FNN N{ ?� i9 lis iS?"_ - Ng — I! i is 'n J .. as •Fii ife R{fe •4 ��=- " p, 3J „" n " F oa • oo a A m N Z CZ, W ff ••� yam , N� m C� • \ II iyoN'm N w �r O N O O O 0 0 N "a mm2 _ •_ - s0 P T 2 TZ n m and N 0 A 3 0 N N RO ti , F T Y (J N 'vi9 a3i .1'17dP1 � Rc oy ii �tW YELP.P��ki w _ oy _ ii Pri €gd�f� 8ei � N o 'Iw a w8? " NV y4i! � 1°➢t� ¢ 4: O � to 31t s5! s.° 311� Pa a� ltaa ei s EP TW°, m U Ii 31 •'t`ss v n a i m {it y .e deE{q6i _s ap�m at ;1 p4;l;,Pa- - N$ n w J xs7 ooK � w M-1 �paa Q m " 06 oa S s"6�s EI A z . G N NDN 0 8, c9 2=0 -Di c • E a_ a8; F"n°- e88�°q ri A m tn • P n ,. .� a s .. � ;� 9 o nf> IM xR T c = C — Doza6rrrri t. ^ Ag � Ida xvva � y T I z m ° o '� a • n � olwi� N fNJ A T + \ P T N r J dd P J �9`9Efl' C I -V •ii Nu A e:m r 2O % O i _ $ WE :?? 3c$'�� =EaAsS: �v i:$Aj9 �t5�19� X O nn � o A, 1. _ Ali C1115i Bd' F1' Ila igFa ea _ iji':• I :; � 9 III � � is Ui " Il s y _ m c l� YI 30 g0 elE SE �� Ap J � °. pl ;� is lai$fa� � ND N III A if 0 10 t J nn ] 1 E w° Fig From o g o$•? ] a - '. � y'' � ^N x (. 5 m n u ° rn V '. �eZ A: * o . � x X n � A09 c � » .. � Y m ��9 m qy:hr3 i(- � N O ti • ti � S° v b wFm 5 O p 0d S N y NN J 0 0 J O O 9 O 9 O 9 O 90 0 \ \ N w n 00 U GU N N N N N •o i O 6 8 n � oi�"nti N '8 mm s 'v in me m �9 W Os Nit zo SII OIIe a o � E3 n'm A'? dHSIell I^ APlA=9 N Oj 3p� it Ij Pr� .F is IF �it � m v « a `- -;.1 � 14, S a s ! P$"PI.i4 it tl P !�j e y S• 33 ii-:ff=Cd iaFs AAAY T T T .di id5_F.d S € !� y "d tiElyxae e9 a�H � o iS q is di ayifA�l Ada ' � a a ai -"yd- !- N P{ d� 3t S9AiP� 3 i•-t m af'�i�!!S� 9 t. S N X n n _ Nyo y a It " 'n o ;• v ` me a m 71; �A J m s rs Q in �(q W .: �n o S intim ma Ca9 � P m no nm c0 ip O N O O O 0 0 "F y W ml O N W N T + N P T N J N O E Jm ' P & t0 // 3 !� a ! 2 ( | § M ~ ` , a _ mq R� ge « � ) ƒ $GME If � � § In Fz;! / $ If pile � • ® w m a| � R d ) if § | 10. Z , 1..0 : 6 � + • ■ 1 !lm (i6 !�| 2 = f 5" �_ - / ! § 2 � ■ � ; ; ! | . \ | ■ � � , , , ; ' ; | � . �'ay — 2 y58� 3YYY m f - O v q O d S vv ^ 1 O o � �� Ia FA-�pi a O n O n N � jai �9eP Y3 m S d9i vii �93 to 6� T T - � o ch fa I91 S1" ApiFd" a� N � _ c v a9 i _ 'sa i4•�Ea^ s: ro O 0 o •a � [ H�3 i� X� O m iiiY 4 1! p$dEd- •• T 9 g ;{ v�y�y�Y_SS Ng m m m �d i- s37[+ie�r9 oN a 8q W c<i�AAo'ay mntl A X m; 3 �Oa • OD & m -m i `u$n D 0 3 m � e87,". Q cdA R P -q� d � e *tin $opo - x n o r r r r e �- tl .� _ . • _� it u y� A T C=j 'per'p 9 IA.1 a a T O E y T � m Jv tl H T 2 Z ffmm 6 A $ J A 9 00 tl r — a � ]pp qC C a -. R N fl 11 NN ^fig 9C 9 u„ifl Cl f~)ttiy Oma m 6pa » m m y a e i7iv n n aa. Ilia-iPlsitP, j � a6 H zmA N R " � ava Sec g141 o A �g q2 ag;Paav ae:t eP E J s � a �' t iP a�'•_P@de ��€a �o F m � r w m j 99 ee N SI !3 �:QYSfR'td ill\- G g Sp7 aaP dtis °' mS S nm n• • a — �+ i3 � Iy FSP N" " " � On iii ii_. Kl - rta:D :p 9:a o' o ai 0 caip � roor \ in �� 4 31 .o b FI L N S p O O A n �• ft� m N Of r � N m T P $ J N @& r � / I \ xj / . E ! I . �, m; • . , . : m ®ItIm anEGla7 � | , � J ` if 4 w 2 ] ! /� hR1 } a & Rm+ � 6 -! § ! 7% � * :® gel ; � � » ! \ 7 \ \ | \� | , 0 § ! \ | § § § § § � 2 ! ■ § mI a g v a R`P.", dd )8 N 3 ]]jy '[111111:.84 H, is _ 8mc 9!F a s1s� x8 m8a, _ y . w _ 9x m e da° sH, S..-jai FA ap " SN 9 i -Kq 3Q Hsi •f°r.°} a i5. [Hy ,�y H.H;a!i y9 ie� gyypp i• �HB8x 4: b � v � B � H �x Ka s apef� s €Eye e m ' ^ �� fl 3a $5 xer sa 9yA a 'o k y -y .x}6isi ga�1° y q N a a i� iy s €H syf"eH ��9 0 . m m � y{l 3x a�a HH C N N V m�� m g c_• mu n: -- W .. a ,g eH Uv ao "syr =a $ oil a. _ 'i -_ c II ♦ Wig. - . __ IN cwle _TJ Go11 a „� _ C�y��••o.. C � rv°1i g'g,�qq", S y� 3 �K �8 Gg� D p y *~ r A oz Gx Cf a _ g ero m o N J O O J O \ Sm 1 S 2 po 2m 6 L ppN S p O A ^ m A N � II r~] m p fwn N 1Op \ u \ w U fWJI O T ' fNr� 0 T N U J + J N a J a C yyT �o 999A-, X01 . - t�ClfmA—, n p n N if C WN9 0 qq. 'P AN6G tl 6000 N + 0 gg 9 XNm 0 � Pe S » 0 PT 6 im ___ W�NnN Mo oon _ 9�I fif yc..r of K mn - d ii993� e'SfSap W N~o — ` moos 66° - o � i9 B.']3.• f.tie4la . �o oNom9"oa 4 ! EB% %gy 91989 "y . m ul " aaa ° s, jB 8cr ap3�;�ii mZX c.5." 9 Is _4 yf� i i•4�CZf 4: O A y m° u�u_.f x 9; 6B° �' re s f9ii` s €a€ yc%Oi Q K � o n 9 B� ya HB%f8 ii dya N q p > � �a 9 9 °Ef9a'--� ` CCy 90 w J n sB 1� 31 9BR5l.3 � N8 � ' I"' 8i of wie;fzr8 v, ! is 9�f .0'&l5 N a oma mN=B"Q3%' i )<04 *amT rng N, » m :mzn = B a$0 z�nnx b o o = T C . Sys io 8610 m . A a A _ /"Y•' ... • ROG v9 0 FAC, W— N. O AI N O'ly •.. y v pa Nm_ T� a W A r O �s O N O O O 0 0 " pm T T T T _ p _ ff� •� m m o g m 1^ N o» � IIIIU'III"III / ( x A ( ) 25 } ! Its `) ( \ $ 9 \ ; 641 \$222 ! r . A , ) RR;r s @ q - 2 @ I / 6 6 it | . Gki gRlzgRi I § / R ; AOR / tea_ \ � S. co } 1 / § ■ qm . Rr � » Ew % \ 00 - ct ) �7g8X" ® ; . \ - wm - R / mma\ [ } - ` . Rm »#¥ ] | ! 00 — © ) \�2 | / — _ ........./ % ) \ 7§ ) � ° : � R \ ( \; • � § § § k 2 ! 0 § ! I ` ■ , , z ~ | 2 ; 6 § , 1 o °Y�f o R d ^Fi0 5 m'i rR m O n . y d A o �e RLQ S S `o ii]] ii;P13f QP; a w -�3 K S eSa mRe R - ::f F eQ43.. SP, 3lP6¢ n S�I Q!9 •.`S€Q^ n z � 8oN^: ' n m' u v y iPci f.. ss zMilli git .gf ilti9 $ �� i� 31 ¢l;iisF g@31 7 a � — R� ani w m « 16 eQ ^� 1 16X X gf S� s?$faQR?a � N8 n m m i �a is l3 fa�ys � � w � ,Q } _ a• RSa is • o :P<A Cn 6 N e = 3 e S' $3 m n a = N \ O _ ^ •N p N J O O J O 9 1 s s J. L m S m m m N � m � Aa m •e T I z m d 5i O N N W f0 T + \ A N O $ J IJp T a g m n JB►Numbn sh)31]B SOON:B]&3]/TWCpAN CUN:R8353 JRH: 1 W1G9353P%5 LOT 30-44TH BT DuvRL CTY ply 5 FROM: pwNo: 193.1].134051463 TmFFb651: Ble Je I DF 0711MD17 3119 b,PR IaT1} %7 217 bP4 Bey' DS' 3+n ew 599 e99 + rr TIII u -1a - FF ISYA H ^ 2 •e lel \arm P n 1 = 01Y4 lel I T .axe al J a a p .Ipe,B .ara0.1 =u5 aus -jµq I x 1 1 1 T lilt.sxe la �li SaYS >'ll'! eY5 8]Y aYtt aY4 e,e s9v Bm7e Is'1,9 zz9'a zay'Iz yr 'eyz1� Be �} leading Crbarla put IMd CMeNa Snow CrKark(P9,%In PSF) De61051 CNLeda ♦Maximum RaaWOM(ID♦) TCLL 2000. Wintl SIQ ASCE]-10 Pg'NA Ct NA CAT:NA PP Degediion in be Udeft IlJ` Loc R I U 1 Rw /Rh /RL IW TCDL: 7.00 Speed 130 mph K,NA Ce:NA VERTILL): 0.834 D 676 360 Enclosure:Closed D 1424 /224 /690 I- 1- 165 BCLL: 0.00 L0:w, Ca. VERT((Ll 1490L 28] 240 K 1424 /156 1668 I- I- I85 De.L'. 10.00 Risk Category 11 Smw,Duration NA HOi 0.215 L - - WindinBigrandom,b hRed, M1.5 Des LO: 3].00 Mean Height 2563fl UP C HORZ(RI:O.SOOL - D Min Big Wimh fteq= l.5 NCBCLL.10.00 - Code/Mies CNlade Creep Facia:l.5 K Min Big Wirth Req= 15 Solfi[ 2.00 TCDL:4.2 pit BCOL5.0 pH Bull Code. FEC 2014 RES Max TC CSI: 0.991 Bearings O 8 K are a rigid suds.. : Load Duction'1,25 MFRS Parallel Disth to 2h TPI Fid ers Max BIGWe CSI: 0994 Members net listed have forces Per Nan3750 es) Sparing'.24.0" CBC Dian a:3 64 fl Rep Fethxa Used:Yes Max Web CSI:0836 Maximum Top Chord Foroea Px Pty s. C Los from entlwal8 nM in 9.00 fl FLte Tyro IS(2) Chords Tens Comp. ChoNa Tena. Comp. GCp1:0.18 WAVE,HS WMDuadon:1.60 WAVE,HS VIEW Vec 1].01.00E.0525.1] B-C 1907-6191 G-H 661 -17)0 Lumber PUNins C-D 201),1-6lI-i een -1915 D-E 1191 -Zbn I-J 553 --915 Value Sec:130(E6aaive 6/1/2013) In lieuof allydos shordels Or rigid ceiling use pudlns E-F ]80-TN5 J-K 33fi -509 Tat Cod SP pS Dersx6 SP S6 Dense: roktarally Dreceargain c)as bllShal F-G 698-1]15 BotWe chow 2x4 SP 65 Dense Grand Spao21 oc) 1,,01 Endi Webs 2xrW R3 TC 21 -1.01 2248 Rn Slider 2x45P#3:BLOCK LENGTH= lady TC 50 2246 25.54 Maximum Bo,Cmp, Former Per Tensly a) TC 63 25.54 36 e2 Chords Tens.Comp. Chords Tens. Comp. Lumbers leap/ 013loy uses deaig^values BC 94 0.15 9.]4 aPProved 1130/2013 by ALSC BC 97 8e 34A0 B-P 586]-1]95 N-M 3413 -968 Brading Apply serum to any OC shown serwis or Bove fillers P-O 5905-1000 1 2025 -482 g ac 24"OL unless shown omem'ise above. 0-N 6234-1867 L�J 1653 -361 (b)Continuous Iaieat equerry spaced on member.Or te1 Same severe, 80%length pIN MaximumratedCoal Per Ply(Wal webhrowiM.Same species 85RBgrade.5"mi Made Webs Tens Coal Webs Tens. Carp. adached w6h 84 Box or Gun(0.113'k25".minJnaM @6"oti O-0 664 -150 M-F 852 -212 (a) rther Or 2X4 lateralrestraintequally spacetlo^ pMIIbRBMpzr O-D 1332 -331 F-L A9 -im -781 member Or 2X4 specesemenn.e or length e J F'I t• apq D-N 816-2115] L-G 2fD9 -]Bi webmember.led Box or Gun (0adacr behe0 f,`G .... • N-E 856 -161 L-H 322 -%3 a bashed with i80 Box or Gun(0.135'x3.5',min.)nails If,4F 0V✓•• /!/ E-M 552-154] @6..ae O S•••. J F PIHa Shift Table � 1 JT Plate Lakal Chord JT Plate Lateral ChoM Q, 648 No S'oe Shift She No S'me Shift Bite 1141 Ili 275 R 135 Mind S E Wind leads based on MWFRS wHr additional CSC meAT mber demig^. ao z�o��' •is NAL O7/1M017 "WARNING" READANDFOLLOWALLNOTESONTHISORAWINGI ""yllrMePORTfAnNT"' FURNISH 1TgHI1SyD^pRIIAOgWINGTTryO�rALL CONTRACTOurid RS INCLUDING THE INSTTALaL�EERSM ( 11gq E�INpo^e1�SggeN�^Mab1TPI6M'�o5B9f11I ) all hSnVe ProR�ealllnvp9an1aGleilfox.IlRuw`nai4atunnG�lo^ros Ilalkls�,sn9l�e�yRf(�Bdye¢�gIIlBpoia tlatteeng awppul iJ1198 P�a^`�a 1r8p4are�iood t.add1poo3iiolnr as aslill, wnn zoaivee°IwrynorW.in�Lima I , Ser Me MElwls,e]Rpro o aor saPP ip ALPINE AI 'ne,a division of ITW B a ompon n G p In shall n9,ppae r g nsI Ie for any aevla,io lrom nMs a ygpg''failure ro build Me ,�,,ppsln conformance w8h� �I� t,or�r�ia rPLL s�ii pins, stallael�ri antQEracilq of Vusse iaal on @�sw or cover YaY9 24001ake orae Or 17in�n$MIs�Iawinp InCicates accePiance of PmlesaPondf 6__ngglneerin0 rvSYonsib�Ilb soleN ro[[ M1er Ueslan show�l. ibe sLiMUlllly Be en se o mis ow ng or any structures a reaporo ltlry o the u1ldfiRg Des g er pe AN51RP 1 3. 6u11e 150 Formnmm,mairon see mis one rcralnaes ane ineeewee Hm:ALPINe.wwxal meinv.cmm:Tpt www sate. wxx.emmm m',Ice wvxwmHa. ONa^dp FL.32837 Jeb NbmMr. 32113170 Ply'. 1 SEON:070430/T46 COMN Cup:R0353 JRef: 1112G0353111100 LOT30-11TH ST DWAL CTY Gy: 3 FROM: Defew 193.1T.t341ATm TmaalabN: B19 JB / OF 0]H2R01] P10� Ione "i "Y' 71Aa'Ix Ml'-41"adn eo'n arse 1 sr 4rx I x4x xxdxzgd F ley4 eT -0 ix+o P 0xD 1al w 1 ,a s .xm+^ .sxallq .us .au M aix+xlFad K P 1 L Ilt.eas 11 e 'oe, —3s U FI'li 9t'IS .M Bx'a 6'Y13 ]Y9 CY Z9'� L9R SY'x YP14 1511'] xx]' 3549 3]ffa ]f'�,a 119 Y'Ir Loading Cal la 0x41 Wird Crllerla Snow Criteria(FILMin PSP) DEBICSI Criteria AMtaimum RBac0ons(Ibe) TCLL 2D.00 W'md Std: ASCE740 Pg:NA CC NA CAT NA PP Deflecddn in l«Udell LM Ux, R /U IRs, IRM /RL IW TCDL: 700 Speed. 130 mph Pf.NA Ce:NA VERT(LL)'. 0.558D 125 350 O 1341 /233 160 I- /410 16.5 BCLL: 00 Enddsure:Closed Lu:NA C5 NA VERT(R): 1.201 D 313 240 R 1455 /107 1733 1- l- 16.5 BCDL: 1000 �PCCategor,11 Snow Duration:NA HORZ(l-Q 0.189L - - Wind reactions based on MWFRS Des W: 37.W Mean Height 25.631 HORZ(TL):0438 L - 0 Mm Big Width Req= 15 g Code I Mlec CrNeda Cheap s Factor,1.5 R Min Brg WON Req= 17 NCBCLL:10.00 TCDL 4.2 psf Beadn 5O8 Rare an id surface. Sogit 2'00 BCDL 5 0 psi Bldg Co0e: FBC 2014 RES Max TC CSI'. 0 9911 9 9 Load DUmeon'1,25 MWFRS Parallel Dist:h W 2h To SM: 200] Max BC CSI: 0 99] Rep Factors Used Yes Max Web CSI: 0 958 Members not listed have fomes,less Than 37MSparing:21.0" C8C Dist a:3 99 fl F7IRT:0(0)/5(2) Maximum Top Chord Fortes Per Py(IM) Loc.brad erMwall:not in 8.00 fl Chance TedisComp. Chords Tens, Com,. GCF:0.18 Plate Type(s): Wind Duration 1.60 WAVE,HB I VIEW Ver 17.010oE 0525.17 B-C 1]00.5]45 F-G 557 -1955 Lumber Wind C-D 1— 62211 G-H 539 -1300 D-E 1019-3308 H-1 507 -1518 Value Set:13B(Egective611Y1013) Wind loads based on MWFRS amid additional CBC E-F 853-19W 1-1 5118 -1667 Top chonc 2x11 SP M2 T5 2x8 SP#2 memberdesign. BW chord 2x4 SP SS Dense B3 2x4 SP s,2: Maximum Bot Chord Fomes Per Ply(We) Web32x45Pp3 Choice Tens.Comp, Chancs Tens. Comp. :Rt Slider 2x4 SP 113:BLOCK LENGTH= 1.500' Lumber value set'1313"uses design values B-P 5112-1582 N 3[62 -775 approved 1130'2013 by ALSC P-O 547x-1585 M-L 17119 -538 O-N 57Zx-1804 L-J WB -iM Bracing (a)Continuous lateral restraint equaly spacetl on Maximum Mb Fortes Par Py pbe) member.Or ix4'T'reiMacemeM.80%length of Wakes TedaCOmp. Webs Tena. Comp, web member.Same species 8 SRS grace or better, attached with ad Box or Gun(0.113'WS-mmMais C-0 582 -90 E-M 513 -1515 O-D 1250 -208 M-F 839 -230 B,Sh IIItlIWraal4 D-N 048-2108 F-L S1] -1533 Fates Plateift Latbleeral OJG�.S F(fM/o N-E 810 -Crit G-L 1491 -580 JT Size L Shift GhBnc JT Plate Lateral Chord •/- Na Size Shift Bite No Size ShM Bite !U Sa� •{' [td] W3X8 2.75 R 1.25 Purlins c In lieu of structural panels or rgk calling use purlins 0. 5 to Ismail,brace chance as boldins: Chord SpacingUn oc) Sart(I) End(W ; TC 25 -101 22.48 - • ATE • 3 TC 50 22.46 2554 'a wp i • Q . TC 72 25.54 3611 '9 Appy purine to am mads above or belee fifers Ry-:P�1'.,..O_R10.••G�a 924'OC unless mann otherwise above. y'Ss/ '^ GN xgn8 s,2. ONAL4 ^Wwrn3rwm535ae ' oTn2rzon -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING' TTr�u -IMPORTANT- FURNISH THIS DRAWING ypT IOgALL CONTRACTORS 9INCLUDING THE INSTALLERS ��( C yore nn Safety IMy UPI�aLm Ionn fabonwcI an d',impeg�)�iiemry p2reymsca pmrW petleligoryrtnil!Rge,,thesfer see'undgm^los ln9staall�tti$�IPpro�aC99,uila�'n� mucin �d iPtl le°�et�o eachTPof" 0s rvll33 a�r1a ,l�llol^fe�gr8111t raYR wSed 1110°EQr8L4^at11f"gcel'n"Up4'"aalPlat'�SS�OreU anela�"�]R°e�{arw mY �� d wPlPigsa,BUA-ZfBra`aMardpMlapos18an9. 11 9b m JO I ALPINE AI Ine.adlvisidn of lTW akud noC Pon�n,hs Gr�ue lnr.snall^at l�rahs nsiEle mr allf'�leviatior�hom this a. railure to butld ine ,Dr. Class 1n conformanceWth i.or dr Q D 1n�ng, ns Ila and brawn pma90 s. Iondiw «Cover page II z400 Wke oan9e or Ilsyn44 Mls rmaaa4ln Fc fie ecceola abt re ss nil Bgle re pods 11 f �a�r Ne des n holly The sYl®b Ity SWIe1W and 0ae of iMie g for any aWNun a respons blflryt 1e�uildfne Dealg er pa AN51rtPl 1 c. . Odendo FL.32831 pelnlpmation ue Pie'o0'e enwlnW¢ eMIMu wM airs'. PLPINE:wry run TR'. wxx :SBG:wmv.¢Eunaual ccm:ICC'.wmv • 9 "Oy „b E C 00 4 � Cp� p� ti �u� " 2 � i i imPlAf-iii - 9 tlV H � �S� amgmm "i7 G" wOi 333 •JOC90 — NG6 Nm s 66� H� gC i0 �ov_ov_vvao N � o 3YYYi A n0 N nNNu N`~ � � - �eE°e. ya J- B n='u�owoou u e A 00933. P'ald a` mmo o ^oo So oo a-' - u o • aars _, y A vv vvAo� 8 y3 = - 5 i'41�(¢gi'¢ 4• ] mmumb'w�" < y� 1qq IB 314 ?66r1 a:?d la ge3r�a i S= 11R 8 0 °e m v, �s a:aHslgI6�q � Nti N o RI ? d9 rralg9� - N� E FBF ii 7ii1 sl'eazi?r � � w _ 1ju o m x a s= deb" y.�..] mrg9r N �' i 3y"411 ^• W i � a� "rvc P°i0i Af iBcboon i S N u ' X X n —+j�•••• •• P �.. .� ; (/) b A � ON AeO�V 9PNJ a �'8° ,1. •9 III m n � zwo oo9" N omx � g P so aa: Jvco 8 � 'n II O N O O O O (p O N 1 N T a S Max Gable Vertical Length 12" o,c. 16" o.c. 24" oc. i? i 2 ; •off^-"• ' r '1 -9 F— S o � v 'af oa oa Womac wN ' c 00 w�pcw ^, g3°Y- i° .g fait:g� ae .91 15 a !• g •>Yy r's � RRe � a p fF Fp o��^> ....o agg n 4x n 9m * - --angfiQo b g0 N Z y � N n z e , r • Kg n u ; � •_ C1 A D A� ¢i •4� A n y^ �e ; ' R' ao 1 gR 1.. T ¢ D o zea ^ w p,S9 f e�4'�f•"83'Y ��p �' is$fid %dgdx FYI - ' BOR �R eg naq$Ad g .:.FkS. R3 =Rin san off$ _ w - �^S S¢.9RYB 3' vog-veve _ go 3d N �1ti x Q� n4 rFn_ j R�< Z n y • � RZCn � m - �nS F9 - C1 d 5 y - _ O � c� — r - g AR• n5 •3 ~ S q m 1 N o S Z G e n r� m o A > ti i MAP SHOWING SURVEY OF LOTS 28 AND 30, BLOCK 14, PLAT No. 1 SUBDIVISION "A" ATLANTIC BEACH AS RECORDED j IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I LOT 25 j LOT 27 I _ OFFICE COP LOT 29 1 0.3' LOT 31 FIELD ) 2 IRON FENCE 1 ( 49'95' 0.6' SET 1/ " LB3672 4' CHAIN 0,3' I 50.00 PIPE. CAP _ ( 50,00' ) 1 F ND 1/2" IRON 0.4' 6' WOOD FENCE Ln O�-59 0.1' PIPE, NO CAP A/C PAD O O WOOD 90'00'38" X 5.9 32.4' Sul at Y f o BOARD BUILDING TILE CH s POR m m i � z 32.4' m �O TILE " 5.9 PORCH m 14 K Q 10 2.0 40 x 10.8 C SCALE: 1" = 20' j L_ 8 LOT 26 X10.60 LOT 2B X10-8 j LTI LOT 30 v+ LO-T 32 utp-,O C) rn rn O o 0 x 10.7 FENCE To LINE 1 X10.8 1 1 O x11.5 1 I V, I I N I 1 I 1• , I _ _ I 650.00' - - TrGRAVEL� ( 49.99' FIELD ) _ PARKING i 3 4 IRO 1 1D• PAL 1 89• ( 50.00' )_ _ _ --�`FouNON /OAP PIPE. 1 GRAVEL I FOUND 3/4" IRON 1 9o0O5 1 PARKING I PIPE. NO CAP 1 • i FOUND 1/2" CAP 11 50 �F10ELDl) 1 PIPE. ( 50.05' EDGE OF PAyEMENT IN EDGE BENCH MARK: MAGNAIL F PAT ONENT 9.47 N.G.V.D. 1929 9 NOTEST S1. THIS IS A BOUNDARY AND TOPOGRAPHIC TRE SURVEY. 11 p PUBLIC RO2. AD 3. INTE OPROTRACTED FROM PLAT.ANGLES AS PER D SURVEY. 401, (RIGHT OF wA,(NORPAVE 4. NO BUILDING RESTRICTION LINES PER PLAT. 5. BENCH MARK USED IS A NAIL IN A WOOD POWER POLE NEAR THE SOUTHWEST CORNER OF LOT 30. ELEVATION = 11.08 N.G.V.D. 1929 OFFICE COPY TH PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE TH 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM TH FLOOD INSURANCE RATE MAP No. 12 31C0409H, REVISED JUNE 3, 2013 FOR THIS SURVEY WASMADE FOR THE BENEFIT OF DUVAL COUNTY, FLORIDA. CHRIS LA ERTSON. I "NOT VALID WITHOUT THE SIGNATURE AND DONN OAT*IGHT,- P.S.M. THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA LIC. SthRVEYOR _and MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING 4c MAPPING BUSINESS No. LB 3672 CH .CKED BY: DATE: BOATWRIGHT LAND SURVEYORS, INC. JULY 13, 2017 DRAWN BY: SWC FILE: 2017-0954 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 2(12-0618-, 12-0975: 13-0212: 13-1011 MAP SHOWING SURVEY OF LOTS 28 AND 30, BLOCK 14, PLAT No. 1 SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I LOT 25 I LOT 27 1 _ 1 _ LOT 29 I 0.3' I I L O -T 31 0.5 �TFENCE I ( 49.95' FIE;D ) SET t/2" IRON 0.6' PIPE. CAP L83672 4' CHAIN LINK 0,3' 50.00 - ( 50.00' ) I 0.4' WOOD FENCE I FOU D 1/2" RON CAP 6' (P D��g 0.1' IPE. NO ASC PAD❑ O 90 WOOD 90'00'38" x ouTDo R 5 9' 32.4. SHONE STORY HARDY rn l o OARD BUILDING PO o Z 'o" BOA? PORCH m T z c: 32.4' 1 m �O TILE m 5.9 PORCH z m 1 A- x los K Q 10 2,0 40 C SCALE: 1" = 20' g L- i o.l' LOT 26 xto.6 LOT 28 � T xto.8 30 � co LO p Ln LOT 32 w =' C) o G `� T x 10.7 FENCE 11�' /TO LINE X10.5 I l / 1 0 rn I V 1 l 1 1 I 1 _ 1 650.00' - - r - - -I F GRAVEL ( 49.99' FIELD ) �� 11�.,�I I PARKING I - UND 3�4.. IRNN - 1 10' PALM 7!'��I 8951 ( 50.OD__) - -�-��`"" PIPE. No CAP ~J 1 GRAVEL I S�.. jRON 9o0O5 1 PARKING I I FOUNDN0 CAP 1 PIPE, -� I FOUND 1/NOICAP 11 5®•�FOLDI) i PIPE, ( 50,05' EDGE OF PAVEMENT MAGNAIL IN EDGE BENCH MARK: OF PAVEMENT V.D. 1929 ELEVATION = 9 47 N•G. NOTEST 1. THIS IS A BOUNDARY AND TOPOGRAPHIC �URVEY. SIRE 1 �'h PAVED PUBLIC ROAD INTE OPRANGLES AS PER OTRACTED FROM FIELDPLASURVEY. ® �40' IGHT"OF WAY NORER PLA . BENCH MARK USED TICS IALDING RESTRTONNAILE N NO LINSPA WOODT PUBLIC UTILITIES OWER POLE NEAR THE SOUTHWEST CORNER F LOT 30. ELEVATION = 11.08 N.G.V.D. 1929 { y PROVED { ENIED OT APPLICABLE TO DEPT THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 12031 CO409H, REVISED JUNE 3, 2013 FOR THIS SURVEY WASMADE FOR THE BENEFIT OF DU AL COUNTY, FLORIDA. CHRIS LA ERTSON. "NOT VALID WITHOUT THE SIGNATURE AND DONN OATWRIGHT, P.S.M. THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: DATE: DRAWN BY: SWC BOATWRIGHT LAND SURVEYORS, INC. JULY 13, 2017 FILE 2017-0954 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 2012-0618; 12-0975; 13-0212; 13-101.1 Clay Masonry(Brick): 13. Fasten plies of 1 %"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES: UL SB ERG 2-ply beams with(3)rows of 0.131"x3%"nails @ 12"o.c. 1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick, Facing Brick, nd 3-ply beams with 3 rows of 0.131"x3 /d'nails 8"o.c. each side) 1. All window,door and soffit assemblies shall be designed to withstand the design p y ( ) , s @ ( pressures indicated below and shall be installed in accordance with the manufacturer's ENGINEERING, INC. Hollow Brick,respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6 /d'long SDW screws @ 12"o.c. p _ requirements. m 11481 OLD ST.AUGUSTINE RD.,SUITE#202 32258 2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: JACKSONVILLE, . P:904.886.2401 F:90404.260.4360.43 67 vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall wvy , ineering.com openings greater than 16"in either direction,and shall be spaced no more than 36' 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and iD 25846 o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). a.Welded Connections: AWS D1.1 3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and sh II b.Structural Steel plates: ASTM A36(Fy=36 ksi)or ASTM A572(Fy=50 ksi) Q © �^�,� •��';,�1 have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c.Structural Steel W-shapes: ASTM A992(Fy=50 ksi) WIND PRESSURES ON WINDOWS, DOORS & 22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails. d.Structural Steel Angles and Channels: ASTM A572(Fy=50 ksi) Adjustable or strand wire veneer ties shall be used at CMU walls. e.Structural Steel Rectangular HSS or Tubes: ASTM A500(Fy=50 ksi) SOFFITS (pSf) f. Structural Steel Round HSS or Pipe: ASTM A500(Fy=46 ksi)or i 4. Unless otherwise noted on the plans,a steel angle L4x4x1/4 shall be used for ASTM A53(Fy=35 ksi) AREA OF OPENING EDGE STRIP 5 INTERIOR ZONE 4 ST1�►AE OF c>; supporting brick veneer over openings. This angle will not be required for arched t 'o •• Pos Neg Pos Neg ••. R pP.% c`� windows where brick is self-supporting. If the length of the opening exceeds 6'-0" hen 2, All structural steel connections and fabrications shall comply with AISC specifications. 3 �,, Q�.'•.��i0F2� p, R..l.•• ,`� the steel angle shall be attached to the wood framing with Y8"x 3"lag screws @ 1 " o.c.or Simpson%4"x 3"SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 0 to 20 sf 18.3 -24.5 18.3 -19.8 20.1 to 50 sf 17.5 -22.8 17.5 -19.1 WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes 50.1 to 100 sf 16.4 -20.6 16.4 -18.0 FLOYD S.SIMPSON,PE shall not be used. 100.1 to 200 sf 15.5 -19.1 15.5 -17.1 - FL PE No.50791 1. All wood framing has been designed in accordance with"National Design Specifi do 200.1 to 500 sf 14.7 -17.4 14.7 -16.3 o COMMENTS: (NDS)for Wood Construction,"2012 edition. 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. Soffit Design Pressure 18.3 24.5 18.3 19.8 `-- Base Design Pressure 15.50 GCpi= t0.18 2. Southern Yellow Pine member design incorporates design values for all sizes and 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior grades of visually graded Southern Yellow Pine dimension lumber per"Supplemel it to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"published by 3 the Southern Pine Inspection Bureau(SPIB). 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel surfaces exposed and visible to the exterior of the structure. E 3. All wood members exposed to weather or in contact with masonry,concrete or so I TYPICAL EDGE STRIP(5) shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation where required to restore final finish. - a=3.3' 4. If ACQ treatment is used on any wood member,then all nailing shall require HARDWARE AND ANCHORS: hot-dipped galvanized nails meeting ASTM A153,Class C,or ASTM 8695,Class 50. TYPICAL INTERIOR ZONE(4) If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, United Steel Products(USP), or Engineer approved equal. 5. Prefabricated wood trusses shall comply with NDS and"National Design Standard for Metal Plate Connected Wood Truss Construction(TPI 1-07)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554,Grade 36. 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. x _ 3. All metal connectors and hardware which are exposed to the exterior or in contact 7. The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per - registered Engineer's seal for approval.Design notes shall include the rated load ASTM A153,Class C,or ASTM B695,Class 50. capacity of the truss to truss connectors,and the manufacturer's license to fabrica e trusses utilizing the connector system proposed.The contractor shall approve 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with fabrication and installation drawings showing size,shape and layout. Florida Product Approval)and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor CLIENT 8. Jobsite handling and erection, including temporary bracing,during installation of adhesive. 3 ELITE CUSTOM HOMES trusses shall comply with TPI/WTCA BCSI 1. ROOF COVERING: t RENOVATIONS,INC. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fast ned m PROJECT: to their supporting walls or beams with metal connectors as noted in the Truss 1. The contractor shall be responsible for the design and installation of the roof covering s LAMBERTSON RESIDENCE Connection Schedule. system. LOT 3011TH STREET 10. All gable ends shall be balloon framed or braced in accordance with the applicabl 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the t JOB NUMBER: COUNTY: detail as shown in the structural drawings. manufacturer's requirements. a SCALE: %"=1'-0"(U.O.N.) 11. Guardrails,handrails,and guard in-fill components(Balusters and Panel Fillers)s lall 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation DO NOT SCALE THIS DRAWING be provided by others. Manual,"and the manufacturer's requirements. RELEASE DATE: 06-27-17 12. Engineered lumber(LVL,Parallam or LSL)shall meet the following minimum material 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according REVISIONS: specifications: to the manufacturer's requirements. LVL or Parallam LSL E=2,000,000 psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing DRAWN BY: Fb=2,600 psi Fb=2,325 psi and valley material. DJM Fc=750 psi Fc=900 psi a CHECKED BY: Fv=285 psi Fv=310 psi MJB/FSS TITLE: OFFICE COPY GENERAL NOTES SHEET 2 of 2 SHEET: © S2 r WALL FRAMING NOTES: UL S B ERG NOTE: 1)ALL FIRST FLOOR EXTERIOR WALLS SHALL BE HIENGINEERING, INC. INSTALL SOLID BLOCKING BETWEEN CONSTRUCTED WITH 2X6 SPF No.2 STUDS 11481 OLD ST.AUGUSTINE RD.,SUITE#202 FLOORS AT ALL SECOND FLOOR "O.C.FOR PLATE HEIGHTS UP TO 10'-1 Y"-U.O.N. ', JACKSONVILLE,FL 32258 @ 16 BUILT-UP POSTS. - P:904.886.2401 F:904.260.4367 2)ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL ',I m www.HulsbergEngineering.com ++aFl+dRlllkt�l►L BER:25846 BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS o @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 Y"-U.O.N. 111,�5'� �;.•�•••••., SO�'�•,, 3)THE FIRST FLOOR EXTERIOR WALL FINISH IS F4 V y "FLEXIBLE"(SIDING AND BRICK VENEER)-U.O.N. p�� NOTIFY ENGINEER OF ANY VARIATIONS. m t �0 "# • �c of cc GARAGE DOOR NOTES 1. INSTALL( MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER.NAIL STRAP •SIMPSON,PE INTO HEADER AND JACKS BELOW. - FL PE No.50791 a COM ENTS: 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL"F"ON SD-1 3. EACH GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 17.4 psf± J 9 — 3 E W N E OFFICE COPY m o SD 7 (2)2x6 BUILT-UP F(2)2x6 BUILT-UP E CD POST(MIN.) ' POST(MIN.) o w (2)2x12 0 � � - — � � ......................... Lu o a N Q ,--� SHEARWALL LEGEND: M .: : : .... .......... ........... ........ J a0 S MI I J co J w � = z = NON-BEARING WALL CLi o E-) I (2)2x4 BUILT-UP— LuI o z a m a �I o ola w I POST(MIN.) J o = BEARING WALL z `n 41 � a wo N. .. (2)2x6 BUILT-UP z p a w __--(2)JACKS I _ POST(MIN.) ¢ w w SW-6 � o Q 10 a� F-: co (MIN.) r„I £O� N ¢ o Lu D = SHEARWALLS FASTENED WITH co LLI uj o N N I ........... N = = J 8d COM(0.131"x MY)NAILS - w o = 6"O.C.ON EDGES AND 12"0. t o wz riI C9 N v ~ ¢ ON INTERMEDIATE SUPPORTS. it �o 3:1 ......I.:........ . .... L' a SW-3 CD LL" �' I (2)2x6 BUILT-UPI o � 1 cn x 0 = SHEARWALLS FASTENED WITH w J Y POST(MIN.) z c N J Of 3'0 C..COM EDGES AND NAILS L0.C. CLIENT: 0 Q tL Y W Q F ZOO �� -� ELITE CUSTOM HOMES& o �z Z III \ m a =o ON INTERMEDIATE SUPPORTS. RENOVATIONS,INC. E... qI J T SU ax - z \m v <". , . :SII (2)2x8 HEADER y "' _ Id SD 7 I uj �o SHEATH BOTH SIDES OF WALL m PROJECT: SBS Lu 2J 1K w AT INDICATED ARWALL g LAMBERTSON RESIDENCE • o o� I`: z _ 20 > N _. ( , ui o iLo LOT 3011TH STREET OI= Zo z . .......... . _......... I z ~ a I I� I �., Z U-o o NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. JOB NUMBER: COUNTY: Z w �,I X -1 �� s 17-0652 DUVAL N _ Z I- ,,, Lu X a ¢ N I ........... .......... Q LL SCALE: U) w F� =V-0"(U.O.N.)wWOOD FRAMED HEADER LEGEND:w N vWa DO NOT SCALE THIS DRAWING u) cra MIN. co E M =z Z z cv ( ) I O cn x ? SIZE » RELEASE DATE: o V ( ( $D 7 Z om v OF HEADER d 06-27-17 o 2 JACKS co a W O a REVISIONS: I. .. OJ v I (MIN.) �I co = = o 0 2 2x—HEADER LLo w I (2)2x12:.... zl� �� ¢ J K = w — s1141" �_ ) _ SWC— QUANTITY UANTITY DRAWN BY: o CON (2 SPANS — SW-3 OF JACKS OF KING STUDS - DJM v� LL o (2)1/"x 11 4°LVL E w Flo m U SD_7 (2)2x6 HEADER NOTE: „ CHECKED BY: MJB/FSS z z o m --NOTE: 2J 2K EACH FRONT EXTERIOR POST SHALL BE TREATEDTITLE: LL EACH REAR EXTERIOR POST SHALL BE TREATED NOTE: 6x6 POST ON ABU66-Z POST BASE.STRAP ALL WOOD FRAMED LOAD BEARING HEADERS WALL LAYOUT 6x6 POST ON MP666-Z POST BASE.STRAP POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP POST TO EACH BEAM ABOVE WITH(1)H6 Z CLIP PO SHALL BE MINIMUM(2)2X6 No.2 OR BETTER � FIRST FLOOR OR(1)MSTA2SYP.INSTALL MINIMUM(1)JACK AND OR(1)MSTA24-Z. TYPICAL ALL POSTS-(U.O.N.) � SHEET: TYPICAL ALL POSTS-(U.O.N.) SEE DETAIL"F"ON SHEET SD-7 (1)KING STUD AT EACH HEADER(U.O.N.) �•1_ A WALL LAYOUT-FIRST FLOOR J (� r T � NOTE: `JL SB ERG 1)ALL TRUSS CONNECTORS ARE BASED ON ENGINEERING, INC. UPLIFTS COMPUTED BY ENGINEER OF RECORD. H- 11481 OLD ST.AUGUSTINE RD.,SUITE#202 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS - SHALL BE DISREGARDED. JACKSONVILLE,-FL.32258 P:904.886.2401 F:904.260.4367 www.HulsbergEngineedng.com 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM C.A'NUMBER:25846 SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE �``� ••' NS•'�.�Q��°'%�� CONTRACTOR. •�\G F v ' a 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED V40.507 AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD, x cc OF 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS _ o• Q�'°' w* WHEN USING SDWC SCREWS. �''�q •'•.;4;O.R�:•'° �4,*`,`�� 10 fypIloil o IMPSON,PE FL PE No,50791 COMMENTS: 2x8 RAFTERS AND CEILING JOIST AT 24"O.C. INSTALL 2x8 RIDGES AS E REQUIRED. TOENAIL EACH MEMBER AT EACH END WITH(4)0.131"x 3 4'NAILS. LUS210 REFER TO"A"ON SHEET E o 2x10 JOISTS AT 16"O.C. �S-10 FOR WINDOW F ..... . LUS210-2 SEAT FRAMING 6i .:_ ¢ J - J .. .. ...... ... .... H w J x J 8 w �s-- (2)2x10 BEAM... W LL Q U' N ... H � '3 C.D lJ.. LL I Z W ....... sa �a C) — W 2 r J co — 14 bi W m W m W ....... .... O O m hI INI J J .ZZd.. 9�� CLIENT: ZOO Z� 9j �. _ a ELITE CUSTOM HOMES& b6� .. ... Im t7=1JAI RENOVATIONS,INC. —s m PROJECT: ......... . . ............ LAMBERTSON RESIDENCE l - I ::: I � -2x6 RAFTERS AND CEILING JOISTS — - � � I ILOT 3011TH STREET o ¢ AT 24"O.C.TOENAIL EACH MEMBER JOB NUMBER: COUNTY: ATTACH END WITH(4)0.131' 3Y4"NAILS. 17-0652 DUVAL stys... w = " c GALE. =1'-0"(U.O.N,) a .. �... r— a A �. DO NOT SCALE THIS DRAWING m� N RELEASE DATE: _ — W . . F,::oo 06-27-17 U LL Lt. u- - a REVISIONS: _ I I I t m '� � i _ ._ DRAWN BY: ............ DJM U- L2x8 LEDGER WITH(5)0.131"x 3" NAILS INTO EACH VERTICAL(16"O.C.MAX) a CHECKED BY: MJB/FSS OFFICE COPY TITLE ROOF TRUSS AND FLOOR - LAYOUT-LOWER LEVEL g SHEET: ROOF TRUSS& FLOOR LAYOUT-LOWER LEVEL S-6 r ULSBERG ENGINEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 www.HulsbergEngineering.com F C.A.NU ER:25846 E y A glll Noll, S N fV I P(�i��4i ♦ .......... ENSE` •� 2 -°,: N0 5p? P _ P4a.Pr. � $10 SON,PE 11111Mu11110PPE o.50791 o CORMENTS: r 3 a s E HTT5 E SD 7 _ HOEDOWN C rjy— — — — — — ............ . _ rHOLDOWN I ....... . ........ 3: � z = NIS NI , W_ pz 00 r HTT5. z zo a g HOLD N...._ II I U ~ a C" w o ,.,. £0�... ¢ w ' f' z w w II U HDQ8 a HOl-R0 ..................:.:...... . ....1 4.,,,,,. ;. �I 11 = 3: - z ( CLIENT: ELITE CUSTOM HOMES& NI IN DTT2-Z HOEDOWN E RENOVATIONS,INC. (N ALIGNED WITH CS16 SD 7 :: I HTT5 m PROJECT: STRAPS FROM ABOVE HOEDOWN LAMBERTSON RESIDENCE 1 /....... . 3011TH T HDO8 . I LOT STREET I HTT5 HOLDOWN I $ JOB NUMBER: 17-0652 c ry DUVAL ::HOCDOW(t::.: 3 SCALE: . ............ r COPY pV o . ............ . . ............. . . .......:::::: HTT5 : : I OFFICE VV1 1 0 % =1'0"(U 8 0 N.) HOLDOWN E - DO NOT SCALE THIS DRAWING H LEASE DATE. .. . . ......... . ..... .. RE I: . ...../ SD 7 06-27-17 HDQ8, a REVISIONS: L Z_7 HTT5 H OLDOWN >_ — HOEDOWN ` THREADED ROD LEGEND: _ %"THREADED ROD FROM EL FOUNDATION TO DOUBLE PLATE DRAWN BY: D.JM SD-7 HTT5 HTT5 HTT5 (4"MINIMUM EMBEDMENT REQUIRED) HOLDOWN HOLDOWN HOLDOWN NOTE: a CHECKED BY: MJB/FSS NOTE: EACH FRONT EXTERIOR POST SHALL BE TREATED EACH REAR EXTERIOR POST SHALL BE TREATED % 6x6 POST ON ABU66-Z POST BASE.STRAP O = "THREADED ROD FROM FOUNDATION 2 TITLE: 6x6 POST ON MPB66-Z POST BASE.STRAP TO UPPER FLOOR DOUBLE PLATE - TIE-DOWN LAYOUT POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP (4"MINIMUM EMBEDMENT REQUIRED) - FIRST FLOOR OR(1)MSTA24-Z. OR(1)MSTA24-Z. Ll TYPICAL ALL POSTS (LI TYPICAL ALL POSTS-(U.O.N.) ❑ = HOEDOWN(AS NOTED) SHEET: TIE-DOWN LAYOUT-FIRST FLOOR SEE DETAIL"F"ON SHEET SD-7 INSTALLED AT SILL PLATE s S-8 r ULSBERG ENGINEERING, INC. 11481 OLD ST,AUGUSTINE RD.,SUITE#202 - JACKSONVILLE,FL,32258 P:904.886.2401 F:904.260.4367 ergEng*edng.com E 140. e � • STa"CE F - •, C ORS •� ,' OFS•`�.a.^h,.•.�`\�' `O`er -17 Ffill LOYSIMPSON,PE FL PE No.50791 COMMENTS: g 3 E E 3 z%z"RATED SHEATHING IN WINDOW SEAT(BUTT SHEATHING _ TO PLATES-DO NOT RUN UNDER PLATES) HEADER ABOVE CLIENT: R ELITE CUSTOM HOMES& MIN.2x4 @ 16"O.C. — _ — - _ _ _ RENOVATIONS,INC. PROJECT: ATTACH LEAD STUD T LAMBERTSON RESIDENCE CORNER w/0.131"x 3" NAILS @ 4"O.C.STAGGERED WINDOW LOT 3011TH STREET (TYP.EACH SIDE) SEAT JOB NUMBER: COUNTY: 17-06521 DUVAL COVER INTERIOR&EXTERIOR " SCALE: )/8° =1'-0°(U.O.N.) E SIDES w/SINGLE PIECE OF DO NOT SCALE THIS DRAWING %6"RATED SHEATHING %6"RATED SHEATHING NAILED � RELEASE DATE: @ 3"O.C.ALONG EDGES&6"O.C. 06-27-17 IN FIELD w/0.131"x 2%"NAILS a REVISIONS: DRAWN BY: DJM CHECKED BY: MJB/FSS ((��CC c TITLE: A SECTION-WINDOW SEAT PLAN VIEW OF TYPICAL WINDOW SEAT SIDEWALL/CORNER FRAMINGvi l ICE CCOPY - WINDOW SEAT DETAIL S 1O 9 SHEET: S-10 J r I SHOWER AREA SHOWER AREA UL SBERG t -'-- MONOLITHIC FOOTING (2)MSTAM36-Z STRAPS I NAIL EACH STRAP TO CRIPPLE STUD ENGINEERING, INC. WITH(13)10d COM NAILS 11481 OLD ST.AUGUSTINE RD.,SUITE#202 8"CMU STEMWALL 3"MAXIMUM OVERHANG JACKSONVILLE,FL.32258 FORM EDGE (OPTIONAL) FASTEN STRAP TO FOUNDATION - P:904.886.2401 F:904.260.4367 PLAN VIEW CONCRETE SLAB a WALL WITH((8)�"x 2X"CONCRETE ` r Engineenng.com PLAN VIEW j SCREWS INTO MASONRY OR R:25846 (8)X"x 1 X"CONCRETE _ <``' . ......••• S SCREWS INTO CONCRETE. _ 'Q�,.•� GENSF'•�O�%,� !�jv �jvv CONCRETE SCREWS SHALL BE /'� /��• POWERS"TAPPER"WITH PERMA SE, J ; 1 #a CONT. GRADE •,;t1)#5 CONT. $0791 = /��v vi FINISH OR EQUAL. = NO'S 6"MIN. O yy _ r = CMU STEMWALL WITH(1)#4 @ Y�[ i/i\ STRAP SHALL BE COVERED WITH e X HEIGHT OF CURB VARIES a ' iii\i\48"O.C.AND IN EACH CORNER. QF .,, SILL 1)#4 CONT. ►�� vv V' g q vv� Vvw/ FILL CELL SOLID AT EACH#4 vv/ SIDING OR STUCCO g fi�TE SILL- PLATE HEIGHT OF CURB VARIES 8"MAX.) / /i/ PLATE CONCRETE SLAB N / / / / 1 ( REBAR.HOOK REBAR 16"INTO \ NOTE: '� .• ft 1 �O •`�C� 6"MIN. � PORCH SLAB AND 6"INTO v�wivviv v THIS DETAIL MAY BE SUBSTITUTED FOR �� R'` ��.�`�� GRADE-, CONCRETE SLAB `/\ FOOTING. EITHER THE PA51 STRAP STEMWALL GRADE OR n�rou� n Pr`�7 1'-8" (2)#5 CONT. Q� 8"CMU STEMWALL WITH 1 #4 48"O.C. _ ��✓��//vv// -77 ° '/vv//� THE STHD14 STRAP(MONOLITHIC). FLOFIL P SIM 50791 PE _ t ' FL PE No.50791 o�_ \/ O @ z / a` \�// a C MMENTS: o y AND IN EACH CORNER. �� v v/ SECTION-PORCH STEMWALL R DETAIL- EMBEDDED STRAP ALTERNATE r 1 FILL CELL SOLID AT EACH#4 REBAR. j� �� L -_ ""HOOK REBAR 12INTO SLAB AND 6INTO �i�/�//v/�/ //�w/j t � /v/� /y SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2 FOOTING. v� ONESTORYj2�#5 CONT. ENGINEER FOR ADDITIONAL REQUIREMENTS. _ _ � 1-8" y' STORY-(2)#5 CONT. 1'-4" MOST -:(T)#5 CONT. T-8" TWO STORY-(3)#5 CONT. NOTE: SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) AS SOON AS THE CONCRETE HAS HARDENED ENOUGH G SECTION-STEMWALL AT EXTERIOR WALL SHOWER SECTION-MONOLITHIC AT EXTERIOR WALL SHOWER NOT IC BE DAMAGED DUN W THE CUTTING PROCESS. r SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT -CONCRETE SLAB (TYPICALLY 1 4 HOURS IN WARM WEATHER) - ENGINEER FOR ADDITIONAL REQUIREMENTS. a �000 g Cvv��Ajam FILL CUT WITH 1"DEEP x%"WIDE SAW _ AX ELASTOMERIC CUT AT DENOTED �A/vvvv/v'� FILLER LOCATIONS. i 1 #5 CONT. CONCRETE SLAB GRADE �wv�VvvAj�) SILL- CONCRETE SLAB 8"CMU STEMWALL WITH(1)#4 @ PLATE - - 48"O.C.AND IN EACH CORNER. g --'-- - q�o FILL CELL SOLID AT EACH#4 �I �//�Aa • �4 REBAR.HOOK REBAR 16"INTO PORCH SLAB AND 6"INTO COP % 6„ FOOTING. a CONCRETE SLAB 1'-8" (2)#5 CONT. T-4" _ONE STORY-(2)#5 CONT. 1_0" (1)#5 CONT. -- -- --- - N TWO STORY-(3)#5 CONT. r CLIENT: M SECTION-PORCH STEMWALL WITH BRICK T SECTION-TYPICAL SAW-CUT CONTROL JOINT - ELITE CUSTOM HOMES& H SECTION-INTERIOR BEARING K SECTION- SD..2 THICKENED EDGE NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2 RENOVATIONS,INC. SD-2 SD-2 ENGINEER FOR ADDITIONAL REQUIREMENTS. m PROJECT: LAMBERTSON RESIDENCE LOT 3011TH STREET t JOB NUMBER: COUNTY: DUVAL TREATED POST $ SCALE: BEARING POST(AS NOTED y8"-0652- -CURB HEIGHT VARIES ( ) _ - 1'O"(U.O.N.) CONCRETE SLAB CONCRETE SLAB ABU_POST BASE WITH E DO NOT SCALE THIS DRAWING SILL /-CONCRETE SLAB ✓' PAVERS BY OTHERS �'GALV.ANCHOR EMBEDDED y RELEASE DATE: PLATE - e / 12"(SET XP ADHESIVE) 2 06-27-17 /--CURB HEIGHT VARIES a REVISIONS: LL 77 %\\//% h -1;7`777/1 iA'\ > h • , /A/ `-I \y FidaV�i �j�//// - 7- 8"TALL,12"SQUARE GROUTED /�!` o CMU OR CAST-IN-PLACE CONCRETE DRAWN BY: PEDESTAL ON 24"X 24"X 12"PAD DJM AS NOTED REINFORCEMENT AS NOTED FOOTING WITH(2)#5 EACH WAY CHECKED BY: _�-may-- -- -- ) 8.. (1)#4 CON_T_. 2'0" MJB/FSS V-4" ONE STORY-(2)#5 CONT. TITLE: V-8 STORY-(3)#5 CONT. - FOUNDATION DETAILS J SECTION-BEARING STEPDOWN (SPD-, SECTION- INTERIOR BEARING PAD FOOTING Q SECTION-NON-BEARING STEPDOWN u DETAIL-PAD FOOTING AT PAVERS - sHEET 2 of 2 SHEET: SD-2 SD-2 SD-2 = SD-2 r SILL PLATE(BELOW) ULSBERG 2x_CORNER FRAMING FULL HEIGHT STUDS(TYPICAL) HENGINEERING, INC. 2 ROWS OF 0.131"x 3 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND 11481 OLD ST.AUGUSTINE RD.,SUITE#202 NAILS @ 12"O.C. JACKSONVILLE,FL.32258 BOARD WITH 0.131"x 34'NAILS @ 6"O.C. P:904.886.2401 F:904.260.4367 STAGGERED(TYPICAL) w.HulsbergEngineering.com BAND BOARD 1t%A, N ER:25846 IF! 2x6 OR 2x8 FRAMED WALL -- �, SILL PLATE(BELOW) j�2x4 CORNER FRAMING FULL HEIGHT STUDS _ o a NO 50781 - y OPEN WEB TRUSS i lk MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED -SHEATHING CONTINUOUS FROM BAND BOARD I. • N TEOIt :Q TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH WITH(4)0.131"x 3/a"NAILS TO EACH ADJACENT � STA , EDGE NAILING REQUIREMENTS OF UPPER WALL STUD :�- _ F` �1�.�.•��C/`�` ALTERNATE:INSTALL SOLID STUD IN THIS .,� ..,SDR .. \ : TOENAIL TRUSS TO PLATE WITH SPACE +`��o (2)0.131"x 3Y"NAILS 2x4 CORNER FRAMING FULL HEIGHT STUD oarourirrrr+�++u++++� p6 27-17 DOUBLE PLATE(U.O.N.) m FLOY��q SIMPSON,PE (2)ROWS OF 0.131"x 3Ya" FL PE No.50791 2x4 FRAMED WALL NAILS @ 12-O.C. OFFICE C O P Y m COMMENTS: C SECTION-TYPICAL OPEN WEB FLOOR TRUSS FJ SECTION-TYPICAL FRAMING AT 90° CORNERS g SD-4 SD-4 SD-4 d NAIL SCAB TO TOP CHORD WITH E (4)0.131"x 3%"NAILS METAL CONNECTOR REQUIRED METAL CONNECTOR (SEE CONNECTION SCHEDULE) NOT REQUIRED —ADD 2x4 VERTICAL SCAB IN EACH E TRUSS IF NO WEB IS PRESENT UPLIFT CONNECTOR(AS NOTED) 3)0.131"x 3Ya" NAILS TYPICAL AT RCH TRUSS DOUBLE PLATE 2x4 SPF BLOCKING-NAIL WITH(2) 2x4 X-BRACE ACROSS LENGTH OF DOUBLE PLATE 0.131"x 3Y"NAILS AT EACH END SHEARWALL I 2x SPF#2 STUDS @ 16"O.C. (END NAIL OR TOENAIL) 2x SPF#2 STUDS @ 16"O.C. NAIL SCAB TO PLATE WITH(3) CONCRETE 10d CUT NAIL THREADED ROD ASSEMBLY OR 0.131"x 3Ya"TOENAILS 3 QUICK-TIE AT NOTED SPACING @ 24"O.C.OR 'a"x 3 4""TAPCON SCREW @ 32"O.C. TRUSS(AS NOTED) TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES 2x TREATED SYP#2 2x TREATED SYP#2 NTOENAILED TO DOUBLE PLATE WITH AIL PORCH SHEATHING AS NOTED SILL PLATE SILL PLATE 0.131"x 3)/4"NAILS @ 4"0.C. EXTERIOR FRAMED WALL DOUBLE PLATE —�— - --MINIMUM/1o"RATED SHEATHING, UPLIFT(ROOF)-RODS OR QUICK-TIE FLOOR LOAD ONLY OR EXPOSURE I FASTEN AS NOTED ROOF WITH UPLIFT RELEASED ON WALL LAYOUT(BLOCK ALL EDGES) m CLIENT: D SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS G SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS METAL CONNECTOR ELITE CUSTOM HOMES& —METAL CONNECTOR OR (AS NOTED) RENOVATIONS,INC. SD-4 SD-4 SECTION ONLY APPLIES WHEN REFERENCED BLOCKING REQUIRED m PROJECT: (AS NOTED) SIMPSON SDWC 15600 SCREW LAMBERTSON RESIDENCE - @ 32"O.C. U.O.N. o LOT 3011TH STREET NAIL EACH END OF BLOCKING TO DOUBLE PLATE DOUBLE PLATE JOB NUMBER: COUNTY: BOTTOM CHORDS WITH(3)0.131"x 3Y" ` SCALE: 1 TRUSS(AS NOTED) INSTALL 2x4 BLOCKING BETWEEN 2x SPF#2 STUDS @ 16"O.C. - / -1-0 (U.O.N.) TRUSS BOTTOM CHORDS @ 12"O.C. SHEATHING AS NOTED E 2x4 SPF NAILER-NAIL TO TOP PLATE WITH / ( ) SIMPSON SDWC 15450 SCREW DO NOT SCALE THIS DRAWING 0.131"x 3Ya"NAILS @ 6"0.C. \�2x SPF#2 STUDS @ 16"O.C. @ 32"O.C.-U.O.N. 2 RELEASE DATE: BOTTOM CHORD OF TRUSS 06-27-17 .,Zf- -— —NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) ANCHOR BOLTS AT NOTED 2x TREATED SYP#2 a REVISIONS: 0.131"x 3'/a"NAILS SPACING(48"O.C.MAXIMUM) SILL PLATE 2x TREATED SYP#2 ANCHOR BOLTS AT NOTED - NAIL PORCH SHEATHING AS NOTED " --DOUBLE SILL PLATEAWN BY: DJM MAXIMUM)PLATE PACING 32"O.C.0U ( ) EXTERIOR FRAMED WALL �MINIMUM�� ' RATED SHEATHING C / \ CHECKED BY: EXPOSURE I FASTEN AS NOTED — — — MJB/FSS ON WALL LAYOUT(BLOCK ALL EDGES) SHEARWALL UPLIFT(ROOF)-SCREWS TITLE: FRAMING DETAILS E SECTION-EXTERIOR WALL PARALLEL TO TRUSS H SECTION- INTERIOR SHEARWALL PARALLEL TO TRUSS K SECTION-INTERIOR WALL CONDITIONS BEARING AND/OR SHEARWALL - SHEET z of 3 SD-4 SD-4 THIS SECTION ONLY APPLIES WHEN REFERENCED sD-4 SHEET: SID-4 r ULSBERG ENGINEERING, INC. DOUBLE PLATE - 11481 OLD ST.AUGUSTINI V.,SUITE#202 ,AGt SONVILLE,FL.32258 P:900861401,f:904.260.4367 q�sulJdJ.TU Y9*4 2tehng.com o 25846 E c F �.•••GENSF s•••• 1� 'ssi�, s 1g� • • Q HEADER(AS NOTED)MAY BE RAISED TO BOTTOM s 01F ° OF DOUBLE PLATE MINIMUM(3)2x4 REQUIRED AT _ •� S'C6� � ;•� TOP OF OPENING WITH RAISED HEADER. I ;•' �,' 9 ;°C 4R�Q• !� FASTEN SHEATHING TO HEADER °' ° ° uura�ru>r►N�� M27-17 IN 3"GRID PATTERN AND FASTEN ° o oFLoFtP SIM 50791SON,FE /% �(2)MSTA30 STRAPS FC PE No.50791 SHEATHING TO ALL FRAMING @ 3"O.C. " USE 0.131"x 2%"NAILS AT ALL LOCATIONS(U.O.N.) a ° ° ° NOTE:SHEATHING ONLY SHOWN FOR o OMMENTS: NARROW WALL SECTION. q REMAINING SHEATHING NOT g FASTEN PLATE TO HEADER a / / ° SHOWN,FOR CLARITY. W/(2)ROWS OF 0.131"x 3j/4"@ 3"O.C. MINIMUM(3)STUDS ° ° ° - E MINIMUM(3)STUDS ° MINIMUM 16" ° o RATED SHEATHING ° o'o o 0 NAIL BLOCKING TOGETHER--//* w/(3)EVENLY SPACED ° 0.131"x3Y" STHD14 EMBEDDED STRAP CLIENT: (OR HTT5 IF NOTED) / - o,r/ /o/, ELITE CUSTOM HOMES& 01 RENOVATIONS,INC. %"EPDXIED ANCHOR BOLT- ° —STHD14 EMBEDDED STRAP m PROJECT: wl(7)MIN.EMBEDMENT wl // / // (OR HTT5 IF NOTED) g LAMBERTSON RESIDENCE _ MINIMUM 2"x 2"x%s" ° ° ; / a LOT 3011TH STREET PLATE WASHER o o',/� / � tJOB NUMBER: COUNTY: DUVA 0 0 g SCALE: o --CONCRETE FOOTING o %" =1'0"(U.O:N.) DO NOT SCALE THIS DRAWING ° PER FOUNDATION PLAN y G I RELEASE DATE: 06-27-17 REVISIONS: c c a a - DRAWN BY: DJM a Gc a a CHECKED BY: MJB/FSS -- OFFICE COPY c TITLE APA WALL DETAIL A DETAIL-NARROW WALL METHOD DETAIL � SHEET: SD_8 SID-8- DESIGN SPECIFICATIONS: GENERAL NOTES: g• All concrete slabs on grade shall be the thickness as indicated on the drawings over UL SB ERG Project has been designed in accordance with the 5th Edition(2014)Florida Building 1. The scope of these plans is limited to the structural requirements of this project. minimum 6 mil.polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with Code, Residential,and the Florida Building Code,Existing Building(as applicable). Architectural,civil(site),electrical,mechanical(plumbing and HVAC),waterproofing, 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, HENGINEERING, INC. and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of�'to 2" - 11481 OLD ST.AUGUSTINE RD.,SUITE#202 DESIGN CRITERIA: complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per JACKSONVILLE,FL.32258 2. It is the intent of the Engineer of Record(Engineer)that this work be performed in cubic yard in accordance with manufacturer's recommendations. P:904.886.2401 F:904.260.4367 Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type L,S ergEngineering.com of construction and occupancy. 9. Slabs on rade shall bear on structural fill which shall be clean sand free of debris and `` FL #r MBER:25846 Basic Wind Speed: 130 mph P y 9 Building Risk Category: II other deleterious material.Structural fill shall be compacted to a density of at least Wind Exposure: B(Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Termite protection \`\ .' �EN+ fi'•.` O Building Classification: Residential contractor's sole responsibility to determine the procedure,sequence,and temporary shall be provided in accordance with applicable code requirements. If soil treatment s m 2 Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during is used,the treatment shall be done after all excavation,backfilling,and compaction ? 3 construction. No.507`91 Wind-Borne Debris: NOT located in the wind-borne debris region is completed. n ie Unless otherwise noted,project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be � �h STATE O. owner and/or contractor, Examples of such items include,but shall not be limited to, commencing work. compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density A' •.°��: + determination of grade elevations,drainage features,and special requirements (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the footing. •p,• �,% associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply,locate,and build into the work all inserts,anchors,angles, OM �•.4u1•�•6• 4 \\\ plates,openings,sleeves,hangers,slab depressions,or other components as may be 11. The following minimum concrete cover shall be provided for reinforcement: /0NA:. required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earth 'pp�nNrrHgn1lu DESIGN DEAD LOADS: 9 p Y P 2" Concrete exposed to earth or weather F YD S.SIMPSON,PE Floors: 6. All details and sections shown on the structural drawings are intended to be typical 1 '/i'Concrete not exposed to earth or weather FL PE No.50791 The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the.work except COMMENTS: wood subflooring over wood truss,wood 1-joist,or solid sawn lumber framing. The floor where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be minimum lengths: notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor #4 bars: 21"minimum shall contact the Engineer for clarification in cases of conflict between the structural #5 bars: 26"minimum Roofs: drawings and any drawings prepared by others prior to commencing work. #6 bars: 32"minimum E Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) Concrete or Clay Tile, 15 psf 8. it is the owner's and/or contractor's responsibility to obtain a soils explorarion report. 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of E 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the 14. The contractor shall provide spacers,chairs,bolsters,etc., necessary to support _ noted assumptions. All requirements for site preparation and soil cornpaction DESIGN LIVE LOADS: reinforcing steel.Support items which bear on exposed concrete surfaces shall have specified in the soils report shall be followed unless more stringent requirements are ends which are plastic tipped or stainless steel. � Floors: specified in these plans. Exterior Balconies: 40 psf MASONRY: Exterior Decks: 40 psf CONCRETE: Stairs: 40 psf(or 300 Ib point load) General: Garages: 50 psf(or 2000 Ib point load) 1. All concrete work shall be in accordance with"Building Code Regcirer,er;ts for All Other Areas: 40 psf Structural Concrete,"ACI 318-11,and"Specification for Structural Cr. csc�tw,"ACI 301 1. All masonry work shall be in accordance with"Building Code Requirements for Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI Attics: 2. All concrete shall have the following minimum compressive strength at 23 days: 530.1-11 Without Storage: 10 psf Slabs on grade,footings,and misc.concrete: fc=250r;es! With Limited Storage: 20 psf Structural slabs,walls, beams and columns: fc=3000psi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=300opsl 2000 psi per ASTM C1019.Grout shall be mixed to provide a slump between 8"to 11". Roofs: 3. Cement shall conform to"Specification for Portland Cement"(ASTM C'15U) 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used Less than 4:12 slope: 20 psf in brick veneer. _ 4:12 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates rAS fM C33) & CLIENT; 4. The contractor shall be responsible for the design and installation of all flashing. ELITE CUSTOM HOMES& DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil,acids,alkali:=., aits,organic RENOVATIONS,INC. material or other substances that are deleterious to concrete or steel mirr'crcement. Concrete Masonry(CMU): m PROJECT: Wails: s LAMBERTSON RESIDENCE Wind!Dads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless ot!erwi%, uted -n,he 1. Concrete masonry units(CMU)shall be ASTM C90-115, Ho!!o,v Load-Bearing Wind loads with other brittle finishes: L/240 structural drawings All reinforcing details shall conform to Detai!�and Dat<5i;�g of Concrete Masonry Units, normal weight,with a minimum compreissive strength of a LOT 30 11TH STREET Wird loads with flexible finishes: L/120 or L/180* Concrete Reinforcement,"Awl 315..unless detailed otherwise in the strurt Iral 1900 psi(fm=1500 psi). JOB NUMBER: COUNTY: *L/180 for exterior walls with interior gypsum board finish. drawings. V AL SCALE: fes` Floors: 2. Ali continuous reinforcing steel in masonry shall be lap-spliced with the following 3 1 _ 7. Tolerances for foundation and slab alignment as well as placement of fe n;or:ementlengths: / -1'-0" U.O.N., Live Load: L/480* g p minimum lengths: COPY shall be in accordance with"Standard Tolerances for Concrete Constr lctlo arldl a DO NOT SCALt THIS DRAPJ!'dG Total Load: L/240* ; #4 bars: 20"minimum OFFICE � ----- *Increased floor stiffness may be required by floor covering manufacturer Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the s:!!plate. #5 bars: 25"minimum RELEASE DATE: #6 bars: 30"minimum REVISIONS06-27-17 a ' Roofs: Live Load: L/240 3. Grout all cells containing vertical reinforcement in 5'-0"maximum lifts. Total Load: L/180 - -- 4. Provide cleanouts per AC tI.M. 'E +0[%E AM F E DRAWN BY: DJM height exceeds 6-0". CITY OF ATLANTIC BEACH CHECKED BY: MJB/FSS 5. Beam reinforcement shall be cont8"spEMM8rF0RtADDITIONAL TITLE: REQUIREMENTS AND CONDITIONS - GENERAL NOTES SHEET 1 of 2 REVIEWED BY: DATE: Y-11-0 1 SHEET: S-1 ULSBERG MONOLITHIC HENCHNEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 - P:904.886.2401 F:,904.260.4367 ww ulsbergErKjineedng.com UMBER:25846 E S �iMp -s •••••d•• NS"• •��®--s--mss •�••� a • (.` OF - � I _ _ � •k'Miiiik.l�•ii •• p , ON S ON,PE t L PE No.50791 COMMENTS: cncfj c"'n `EXPAND FOOTINGS m a / TO 16"DEEP MINIMUM o Q WITH#5 @ 12"O.C. o W / EACH WAY co a 71'-7" i w o 3.. 2'6" 9'10" 19'10" — -39 5 - OTE: Lii C5CONTINUOUS FOOTING E CL ACROSS GARAGE z DOOR OPENING i _........ ................. ....__................... ......_........... — s ... ........................................... ..... r r .:Q .. .. ... .. _ wo J I I—I M� � I SD-2 VI m -1 I B S I D-2 I I I I II B 0 J I I I SD-1 EMBEDDED STRAP AT CJ I I I I I SD 1 SD-2I I I M _CJ_ I I Si ILARI GARAGE DOOR OPENING I MI SEE DETAIL"F"ON SD-1 d r 19'-621" 4- 4-41"12 12,4„ 13'-0"I _ 11'-2" _ 9'-5" I S ECIAL MEED ED STRAPS I R QUIRE AT"N RROW WALLS". I I 92 6'1 I 1 I I I L SEE DET IL"A"ON SHEET SD-8. {y i I - - � � I LJ - - - - - - �T I —..—.— —. : �' m CLIENT: CD� :::I M I I H L — _ — M' 7'' ELITE CUSTOM HOMES& N M — — — M RENOVATIONS,INC. PROJECT: — — 4" ONCRETE SLAB WITH i L — — — � — — I L " FACE , o LAMBERTSON RESIDENCE x6 W1.4x1.4 WWF OR — — — F IC E COPY LOT 3011TH STREET I FI ERMESH OVER 6 MIL I I- — ® — — — -1 I H I .: CJ VSD JOB NUMBER: COUNTY: `'I ) VA OR BARRIER COVERING I I I I �I k: :: CJ— I 17-0652 DUVAL I CLE NAND COMPACTED FILL I I 15'2-"r I co s /" =1'0"(U.O.N.) op: I'' 1 DO NOT SCALE THIS DRAWING J H �, O J L : r — RELEASE DATE: �I I I SD-1 SD 2 — J - 'N =DENOTES TWO STORY 06-27-17 { ") - = TING CONDITION L _ ..... r WALL FRAMING NOTES: UL S B ERG I NOTE: 1)ALL SECOND FLOOR EXTERIOR WALLS SHALL BE HENGINEERING, INC. INSTALL SOLID BLOCKING BETWEEN CONSTRUCTED WITH 2X6 SPF No.2 STUDS 11481 OLD ST,AUGUSTINE RD.,SUITE#202 FLOORS AT ALL SECOND FLOOR - JACKSONVILLE,FL.32258 @ 16-O.C.FOR PLATE HEIGHTS UP T010'-1/e"-U.O.N. _ BUILT-UP POSTS. PI:904.886;2401 F:904.260.4367 2)ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL w www.HufsbergEngineering.com BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS FLORID �u R:25846 A , U��i @ 16-O.C.FOR PLATE HEIGHTS UP TO 10'-1'/e"-U.O.N. S`I 25846A4 --,I, 3)THE SECOND FLOOR EXTERIOR WALL FINISH IS lo ,•�, �GENSF s? "FLEXIBLE"(SIDING)-U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. N® 50 _ = TF z III +.. ST � "��i�A�J•�®�,4#a fib.td��iP`y p"�'. FL PE No.50791 OMMENTS: e 3 CONT.(2)SPANS OFFICE COPY (2)2x6 HEADER BALLOON FRAMED WALL1J 2K (2)2x10 HEADER REFER TO"A"ON SHEET T S-10 FOR WINDOW SEAT FRAMING m SHEARWALL LEGEND: (2)JACKS. $ �I (2)2x6 HEADER I (MIN.) _ NON-BEARING WALL 's 1J 2K MI ...... II i z I BEARING WALL 3 Lu N "' .,,,, .,. oll SW-6 M 2 JACKS a _ Lull! v ' = SHEARWALLS FASTENED WITH 9 (MIN.) ::.....,,,;;� - = o z N : ................................... o �: � � 8d COM(0.131"x 2%")NAILS C14, 6"O.C.ON EDGES AND 12"O.C. SW-3 ON INTERMEDIATE SUPPORTS. MI Flo O (2)2x6 BUILT-UP-- co I� m (2)2x6 BUILT-UP SHEARWALLS FASTENED WITH A POST(MIN.) I ...... ....... " •' POST MIN 8d COM(0.131 x 2�)NAILS N LIE — (MIN.) 3"0 C ON EDGES AND 12"0 3 CLIENT:E S& �.. �...._ ... z ON INTERMEDIATE SUPPORTS. I , vtd , ,,..,, M. LITE CUSTOM HOME RENOVATIONS,INC. SBS SHEATH BOTH SIDES OF WALL m PROJECT: (3)2x6 BUILT-UP I I� O IN . .... "" """" " ' """' "''. POST(MIN.) rn AT INDICATED SHEARWALL LAMBERTSON RESIDENCE N I - LOT 3011TH STREET a ¢ N I� '- I a o N NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. � JOB NUMBER: COUNTY: w I � w $ 17-0652 DUVAL :SOLID JACKS x o N (M��cKs ;;.;;;;;; ; qpQ, I _ : I (J) ,- 0 N WOOD FRAMED HEADER LEGEND: E SCALE: =1'0"(U.O.N.) IA ': I I SIZE DO NOT SCALE THIS DRAWING co IOF HEADER RELEASE DATE06-27-17 I� REVISIONS: �I � 2 2HPUANTITY � J (2)2x6 BUILT-UP QUANTITY FKING DRAWN BY: _ BALLOON FRAMED WALL OF JACKS OF KING STUDS DJM POST(MIN.) (2)2x8 HEADER (2)2x8 HEADER a CHECKED BY: MJB/FSS 11 1K 1J 1K NOTE: TITLE: ALL WOOD FRAMED LOAD BEARING HEADERS WALL LAYOUT SHALL BE MINIMUM(2)2X6 No.2 OR BETTER - SECOND FLOOR SYP.INSTALL MINIMUM(1)JACK AND a SHEET: WALL LAYOUT-SECOND FLOOR (1)KING STUD AT EACH HEADER(U.O.N.) o S-5 TRUSS CONNECTOR SCHEDULE UL S B ERG ENGINEERING, INC. TRUSS ID LEFT INTERMEDIATE RIGHT - 11481 OLD ST.AUGUSTINE RD.,SUITE#202 A6 HTS24 HTS24 JACKSONVILLE,FL.32258 A14 HTS24 HTS24 P:904.886.2401 F:W4.260.4367 www. IsbergEng Y eering.com 620 HTS24 HTS24 ti FLORIDA'C.A.NUMBER:25846 E ALL OTHER H2.5T H2.5T H2.5T , er►•rrr.•!v TRUSSES OR OR OR ��.�'� m •# NS�c•••�o�'',�; SDWC 15600 SDWC 15600 SDWC 15600 ° y NOTE: 3 N0.59791 1)ALL TRUSS CONNECTORS ARE BASED ON s UPLIFTS COMPUTED BY ENGINEER OF RECORD. STATE OF UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS • SHALL BE DISREGARDED. 'a, •••• cC ORpP:N�`�; 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM a �fnfsSu011 u,pC E No�`5S SON,PE SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR a COMMENTS: APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR E APPROVAL OF THE ENGINEER OF RECORD. BALLOON FRAMED WALL HTS24 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS E HEN USING SDWC SCREWS. ,V s I. I I . . . I •: 'I i it i J - .III 2x6 RAFTERS AND CEILING JOISTS z I li I� f cn AT 24 O.C. TOENAIL EACH MEMBER - W �-- m (/) M - :.i... � pppp i 31/ a"NAILS.o w I C7 x { z 1. v 0 Q W I w M I , 00_ N HTS24 .... 'I 0)Q z rn " ¢ ;II zw - - ( c° m, m, a Z _ V �s. CLIENT: : . LLw w r _ — ELITE CUSTOM HOMES& o RENOVATIONS,INC. Nw - - --- m_ ' PROJECT: N 96V i i I I I •'• •• '•••- •••• • • HTS24 LAMBERTSON RESIDENCE zo 72 LOT 3011TH STREET - --- — - -- - JOB NUMBER: COUNTY: HTS24 17-0652 DUVAL 3 SCALE: 1 co a 0.,- 1- U.O.N. i,v a _ IQ a — - •E E -- -- --- I 1 DO NOT SCALE THIS DRAWING 7 9W RELEASE DATE: Illi 06-27-17 . III REVISIONS: 0 S: m 'I It : - - sv - — - IL, II m I A/ L 6b DRAWN BY: AA DJ M HTS24—' CHECKED BY: MJB/FSS 3-0" T-0" 00 _ 'BALL N FRAMED WALL TITLE: OFFICE COPY ROOF TRUSS r UPPER LEVEL SHEET: GABLE BRACE LOCATIONS =' SEE DET IL"FI'ON SD-6 ROOF TRUSS LAYOUT-UPPER LEVEL S—7 0 r ULSBERG ENGINEERING, INC. Er 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 www.HulsbergEngigeering.com 25846 y ♦ V�i t♦♦ iii 140.5Q79 : �r - > TA, OF .. a ��q•`p!-!!l Yl11l� ��`♦!,♦♦'tea y/�Nh��pL MPSON,PE - FL PE No.50791 OMMENTS g SSP LIP TOP AND BOTTOM@ 32"O.C. AND 4"x 4Y"SDS SCREWS THROUGH SOLE PLATE INTO EACH ; INTI RSECTING FLOOR JOIST BELOW x NI - g SSP AT TOP PLATE AND U) (2)CS16 BETWEEN FLOORS ;;;; NI o a ZfZ Lu (2)CS16 BETWEEN •„•••• J w c FLOORS .. ..................................... � CL LU �SP CLIP TOP AND BOTTOM@ 32"O.C. �I ill m !),ND%"x 4 Yz"SDS SCREWS THROUGH ;; j ~ p a cn SOLE P TE INTO GIRDER BELOW o. CL v U) SSP AT TOP @ 32-O.C. SSP AT T P PLATE:AND / (2)CS16 B TWEEN FLOORS " PLATE WITH(2)CS16 TO m BEAM BELOW m CLIENT: .. tite ELITE CUSTOM HOMES& o RENOVATIONS,INC. M I� ........`. .............. I -(2)CS16 BETWEEN _ PROJECT: :: SSP ATE AND LAMBERTSON RESIDENCE w FLOORS AT TOP PL O �w O (2)CS16 BETWEEN FLOORS LOT 30 11TH STREET O U Z m d' t JOB NUMBER:1�-0652 COUNTY:DUVAL Q W� W CV .- ....... $ o \w �; o��c� coi I =I'_0°(U.O.N., Z Z ;: - a SCALE: of F— x a ~ (2)CS16 BETWEEN \ DO NOT SCALE THIS DRAWING = w RELEASE DATE: o FLOORS {2)CS16 BETWEEN 06-27-17 a o _-7-SSP AT TOP PLATE AND cn z"' FLOORS a REVISIONS co a (2)CS1B ETWEEN FLOORS / THREADED ROD LEGEND: Y,"THREADED ROD FROM SSP AT TOPy ! • FOUNDATION TO DOUBLE PLATE 2. DRAWN BY: DJM PLATE WITH(2)CS16 TO S$P CLIP TOP AND BOTTOM 32"OTIC. (4"MINIMUM EMBEDMENT REQUIRED) BEAM BELOW A<}IDY"x 4 2"SDS SCREWS TTHROUGH SSP CLIP TOP AND BOTTOM@ 32"O.C. a a CHECKED BY: MJB/FSS 'SOLE PLATE INTO BEAM BELOW ANDY x 4Yz SDS SCREWS THROUGH O = / THREADED ROD FROM FOUNDATION TITLE: _ @ 32"O.C. SOLE PLATE INTO EACH TO UPPER FLOOR DOUBLE PLATE _21 TIE-DOWN LAYOUT INTERSECTING FLOOR TRUSS BELOW (4"MINIMUM EMBEDMENT REQUIRED) - SECOND FLOOR ❑ = HOLDOWN(AS NOTED) SHEET: IE-DOWN LAYOUT-SECOND FLOOR INSTALLED AT SILL PLATE o S-9 o v r BRICK VENEER WITH 1"AIR SPACE UL S BERG AND WALL TIES BRICK VENEER WITH 1"AIR / (1)#5 CONT. j ENGINEERING, INC. SPACE AND WALL TIES / FILL JOINT WITH ELASTOMERIC SILL PLATE CONT.FLASHING;PROVIDE WEEP HOLES m 11481 OLD ST.AUGUSTINE RD.,SUITE#202 @ 33-O.C. CONT.FLASHING;PROVIDE SILL PLATE JOINT FILLER "' JACKSONVILLE, L.32258 HEIGHT OF CURB VARIES(8" ,04.3225867 X WEEP HOLES 33"O.C. CONCRETE SLAB z P:904.886.2401 F GROUT AIR SPACE BELOW FLASHING @ � MAX. SILL PLATE-- ❑ GROUT AIR SPACE BELOW oo 6"MIN. ) www.HulsbergEbg7neering.com CONCRETE SLAB SILL J' FLASHING ✓-�' GRADES CONCRETE SLAB F)F1�21)4 C.A.NUMBER:25846 P ATE /vv/Vv/Vv � v vvvv/vvj CONCRETE SLAB GRADES /v/ /VA/VA\ 1 #5 CONT. �, \ � / /- a ; u�uu1#51nr nq fsls� p q \/\/\ / / / 8"CMU STEMWALL WITH 1 #4 48"O.C. �, _ GRADE \\ \\\/\\ / %\ \\\ O @ /\\/i\\// a %/\\// • y s �,,� ` AND IN EACH CORNER //\//\ •° • a // �®.••'• •••. O v/v/� v o EMg� 4 8"CMU STEMWALL WITH(1)#4 @ 48"O.C. y / 5 v vi/ • �iA�/i FILL CELL SOLID AT EACH#4 REBAR. �� /////j/viv/�/ s ••°�G °.� AND IN EACH CORNER. -�= �� A/�� VAi�AAyVAjAAj AAjAAj` ` m : �' V A V o z ��i/ i�/�/ / HOOK REBAR 12"INTO UPPER COURSE FILL CELL SOLID AT EACH#4 REBAR. �� / . a . /�//v/vi /ice G�/ivi�/ OF BLOCKS AND 6"INTO FOOTING. HOOK REBAR 12"INTO SLAB AND 6"INTO V �wv�AA�`� v,;�v/ 1'-0" ONE STORY-(2)#5 CONT. _ =: NO• �C V-4" TWO STORY-(2)#5 CONT. 3 -A[ v v/ FOOTING. 5 OF V-8" ONE STORY-(2)#5 CONT. _ • T •�v 1'-8" ONE STORY-(2)#5 CONT. 1 5' ONE STORY-( #i)5 CONT. _8" TWO STORY-(3)#5 CONT. ; s ••.� V-8" TWO STORY-(3)#5 CONT. 1'-9" TWO STORY (3)#5 CONT. _ • �+` 'I ��a RICK SECTION-MONOLITHIC WITH BRICK D SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE ,AFF'"` � 1E A SECTION-STEMWALL WITH B ' SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT 11 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. T I I -CONCRETE SLAB OFFICE COPY 3 SILL PLATE- N ILL CONCRETE SLAB ' z PL TE CONCRETE SLAB \ \ \ GRAD co jj\ CONCRETE SLAB = V /V/ /VA/� �\ V,//V vv GRADE-\ RAID E - Vv/ vv /. GRADE SCONT. (1)#5CONT. --:=--�-- i�/%/%v 8"CMU STEMWALL WITH 1 #4 48"O.C. v//vv//vv/ a i /. 7�\ v v 71 - / /jvijvi v//�//v� //� /��/Vv/vv ADD 8"x 16"CMU TO INSIDE OF vvj 'ia w�/�Av//��/ - cq AND IN EACH CORNER. ° STEMWALL AT POST LOCATION �� V /V/ A \ V FILL CELL SOLID AT EACH#4 REBAR. v /wvvv/� /vv • • / /� % WITH(1)#4 VERTICAL IN EACH HOOK REBAR 12"INTO SLAB AND 6"INTO / , �./, /\x A/VV�//� FOOTING. /ice vii/i�/ij/i�✓v AS NOTED REINFORCEMENT AS NOTED) 6"lill ONE STORY-(2)#5 CONT. vvj X/ ( ) ( - 1'8" ONE STORY 2 #5 CONT. 1-4 TWO STORY (2)#5 CONT. AS NOTED REINFORCEMENT(AS NOTED) TWO STORY-(3)#5 CONT. ~ -� s E SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT THICKENED EDGE B SECTION-STEMWALL SECTION-MONOLITHIC SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT - ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. BRICK VENEER WITH 1"AIR SPACE **ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)** CLIENT: AND WALL TIES ELITE CUSTOM HOMES& CONT.FLASHING;PROVIDE WEEP HOLES -STHD14 STRAP NAILED TO _ RENOVATIONS,INC. BRICK VENEER WITH 1"AIR SPACE a --_ GARAGE DOOR POST. @ 33"O.C. �„ - PA51 STRAP NAILED TO GARAGE GROUT AIRSPACE BELOW FLASHING AND WALL TIES w �� EMBED STRAP INTO FOOTING m PROJECT: DOOR POST.BEND STRAP INTO AS SHOWN. LAMBERTSON RESIDENCE a CONT.FLASHING;PROVIDE WEEP z w FOOTING AS SHOWN. a LOT 3011TH STREET (1)#5 CONT. �, 2i O I SILL PLATE �I � v HOLES @ 33"O'C' OU w z Q JOB NUMBER: ICOINTI:DUVAL FILL JOINT WITH ELASTOMERIC "� 6 MIN. GROUT AIR SPACE BELOW FLASHING a s z - w U ! SCALE: JOINT FILLER �'' SILL HEIGHT OF CURB VARIES(8"MAX.) _ Y o %"= l'-0" U.O.N. �-� -- o LATE = F-1 =-#4 WITH 6"HOOK INTO FOOTING Fn Q E 8 CONCRETE SLAB z _ w vv vv vv — — p AND BENT 12"MINIMUM INTO Do NOT SCALE rHis DRAWING <, CONCRETE SLAB G DE ,A� » RELEASE DATE: GRADES A��jyAj a THICKENED EDGE o c2 j 06-27-17 GRADE / REVISIONS: CMU STEMWALL WITH 1 #4 48-O.C. q z$ CORNER. :o �i�j\� •� °• — + SOLID AT EACH#4 REBAR. / / , iti"/ /; GRADE \ \�'��/"�\'��//��% �7/.\ ° � � /jam/j\/�;; HOOK REBAR 12' INTO UPPER COURSE v/vvvice v!�! a v�� vviwi` DRAWN BY: / / !i /iv/iv/i — - � //v / DJM — a— �,vv/vv/vv v OF BLOCKS AND 6"INTO FOOTING. 6„ V-5" ONE STORY3( )#5 CONT. v v v v v w v v v v v w v/ v�wvwv v v v v v v v v v v v v�� CHECKED BY: \i , \ \ \ \/i\// /T//\//\//\//\/j 1'8" ONE STORY-(2)#5 CONT. V-9" TWO STORY-(3)#5 CONT. 6 vMI��vA!��jA�j�Ai! �A�i��%��/� NOTE: MJB/FSS _— �,viiw/iw!i�! REINFORCEMENT IS NOT REQUIRE` TITLE: g TWO STORY-(3)#5 CONT. _ FOUNDATION DETAILS TO PASS THROUGH SLOTS IN STRAP. - SHEET 1 of 2 SECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK F DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION MONOLITHIC 4 SHEET SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT o ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. SD 0 r ULSBERG ENGINEERING, INC. ROOF COVERING(BY OTHERS) - ROOF TRUSSES 11481 OLD ST.AUGUSTINE RD.,SUITE#202 58 CORNICE DETAIL JACKSONVII� i DOUBLE PLATE (BY OTHERS) m P:904. W f 91, NUT WITH 2"x 2"x 16"WASHER ALTERNATE:SIMPSON LBPS% SLOTTED `N .•' WASHER WITH 1"WASHER. e"0 THREADED ROD 16"OR s32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF %2"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ' ,TATE QF SIMPSON%"O x 6"TITEN HD OR SIMPSON%"0 x 6%"TITEN HD ROD COUPLER 2x_No.2 SPF OR No.2 SYP '%2"RATED SHEATHING,EXPOSURE I-METAL ROOF % '4 `' •\ 8°THREADED ROD SET IN ADHESIVE OR e"THREADED ROD SET IN ADHESIVE WITH SUBFASCIA WITH(2)0.131"x 3Ya" FASTEN WITH 0.113"x 2%"RING SHANK i�Q•'� l�Rk©�••�••\�`� WITH MINIMUM 4"EMBEDMENT MINIMUM 4"EMBEDMENT WITH NUT&1" ENDNAILS AT TRUSS(U.O.N.) NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. _ ��i.�� 'F ,p•..•,,,..••'��j�,`p�`� . WITH NUT&1"WASHER WASHER Ii `GYPSUM BOARD 3 I �ip�fM`„/"'�,"",,,�„�� CONNECTOR AT EACH TRUSS 1' (SEE TRUSS CONNECTION SCHEDULE) s ' • 0�-2t 17 (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) 3LLOYD S. MPSON,PE c DETAIL-ANCHOR BOLT DETAIL-lHREADED ROD ASSEMBLY w FL PE No.50791 � GYPSUM BOARD a COMMENTS-/ SD-3 %6”RATED SHEATHING,EXPOSURE 1. - FASTEN WITH 0.131"x 2Y2"NAILS @ 6-O.C.ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. " (U.O.N.)(BLOCK ALL EDGES) 's 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) 3 NUT WITH 1"CUT WASHER 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM E ROOF COVERING(BY OTHERS) ROOF TRUSSES BOARD WITH 0.131"x 3Y4"NAILS @ 6"O.C. i—CORNICE DETAIL 2Y32"RATED STURD-I-FLOOR(T&G)SHEATHING (BY OTHERS) GLUED AND NAILED.FASTEN WITH 0.131"x 2Y2"RING I SHANK @ 6"O.C.ON EDGES AND 12"O.C.IN THE FIELD. /FLOOR JOIST(I-JOIST SHOWN,SAWNJOIST SIMILAR-SEE SECTION _ SD-4C"ON 4 FOR OPEN WEB TRUSS) %e"OR 32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF l%2"RAT ED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF " 2x_No.2 SPF OR No.2 SYP _ 'y32"RA D SHEATHING,EXPOSURE I-METAL ROOF GYPSUM BOARD m SUBFASCIA WITH(2)0.131"x 3Ya" FASTEN ITH 0.113"x 2%"RING SHANK RIM BOARD ENDNAILS AT TRUSS(U.O.N.) NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. GYPSUM BOARD NAIL JOIST TO PLATE WITH(2)0.131"x 3Ya"TOENAILS tE (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) CONNEC FOR AT EACH TRUSS (SEE TR SS CONNECTION SCHEDULE) TOENAIL RIM BOARD TO PLATE WITH (2)2x_ YP#2 DOUBLE PLATE(U.O.N.) 0.131"04'NAILS @ 8"O.C. CLIENT: m ELITE CUSTOM HOMES& APPLY SHEATHING HORIZONTALLY FOR STUCCO THREADED COUPLING AS REQUIRED RENOVATIONS,INC. APPLY SHEATHING HORIZONTALLY FOR STUCCO GYPSUM BOARD APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 PROJECT: 7 1 TRUCTURAL 1 c APPLICATIONS EXCEPT THAT /16"STRUCTURAL , "RATED SHEATHING MAY BE - RATED R 15/32 S 0 GYPSUM BOARD G U RATED OR 15/32"RATED SHEATHING MAY BE 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) INSTALLED VERTICALLY. g LAMBERTSON RESIDENCE INSTALLED VERTICALLY. 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) LOT 3011TH STREET %6"RAT D SHEATHING,EXPOSURE L %6"RATED SHEATHING,EXPOSURE I. JOB NUMBER: COUNTY: FASTEN MTH 0.131"x 2Y2"NAILS @ 6"O.C.ON _ ---- � FASTEN WITH 0.131"x 2Yz"NAILS @ 6"O.C.ON s - 0657 DUVAL —� EDGES AND 12 0 C ON INTERMEDIATE SUPPORTS. SCALE: NOTE. NOTE: EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. 1 _ SILL PLATES ON EXTERIOR WALLS (U.O.N.)(BLOCK ALL EDGES) SILL PLATES ON EXTERIOR WALLS \' (U.O.N.)(BLOCK ALL EDGES) - �U'�'N'� E SHALL BE ANCHORED BY THREADEDTHREAD D ROD ASSEMBLY AT SHALL BE ANCHORED BY THREADED DO NOT SCALE THIS DRAWING RODS SUPPLEMENTED BY ADDITIONALRODS SUPPLEMENTED BY ADDITIONAL --��_.THREADED ROD ASSEMBLY AT d RELEASE DATE: NOTED PACING(SEE DETAIL"C' ANCHOR BOLTS AS REQUIRED TO ANCHOR BOLTS AS REQUIRED TO THIS SHEET) NOTED SPACING(SEE DETAIL"C" 06-27-17 MAINTAIN MAXIMUM 48"O.C.SPACING MAINTAIN MAXIMUM 48"O.C.SPACING THIS SHEET) a REVISIONS: (U.0.N.) (U.O.N.) -2x TREATED SYP#2 SILL PLATE WITH ANCHORS J 2x_TREATED SYP#2 SILL PLATE WITH ANCHORS INSET WALLYz"FOR STUCCO (SEE DE AIL"C"THIS SHEET) INSET WALLY2"FOR STUCCO APPLICATIONS APPLICATIONS (SEE DETAIL"C"THIS SHEET) = DRAWN BY: DJM CHECKED BY: SEE FO TITLE: NDATION DETAILS SEE FOUNDATION DETAILS MJB/FSS ICE COPY w FRAMING DETAILS SECTION-TYPICAL EXTERIOR TWO STORY B WALL SHEET 1 of 3 A SECTION-TYPICAL EXTERIOR ONE STORY WALL SD-3 SHEET: SD-3 SD-3 TYPICAL HEADER TO KING STUD CONN€CTION(SEE TABLE) / (2)2x_SYP#2 DOUBLE UL S B ERG (TYPICAL DOUBLE PLATE SPLICE) PLATE(U.O.N.)NAIL JOINT IN LOWER PLATE 48"MINIMUM SPLICE LENGTH JOINT IN PPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER ( PLATES WITH 0.131"x 3" MINIMUM NAILING OF WITH 0.131"x 34'NAILS @ 6"O.C.STAGGERED TYPICAL STUD TO NAILS @ 8"O.C, STUD TO PLATE NAILING* ENGINEERING, INC. (16)0.131"x 3"NAILS IN THIS ZONE. THREAD ROD ASSEMBLY CENTERED (TYPICAL) I I STAGGERED ON SPLIC IN PLATE OR THREADED ROD DOUBLE PLATE Er 11481 OLD ST.AUGUSTINE RD.,SUITE#202 8"MAX. 6"MAX. ASSEMB WITHIN 12"ON EACH SIDE OF JACK STUCK AND KING \CONNECTION I TYPICAL FRAMING STUD SIZE END NAIL TOENAIL = JACKSONVILLE.FL.32258 - — STUD REQUIREMENTS \ P:904.886.2401 F:904.260.4367 r JOINT. 6"MAX. AT CHANGE IN (SEE WALL LAYOUT W PLATE HEIGHT 2x4 (2) (3) � �pbberg� n ring.com it if it �p�� F ID 5846 MSTA36 STRAP 2x6 (3) (4) o CENTERED ON H `�O r .. ...•y 0 "' CHANGEIN 2x8 (4) (5) - ®•p��NSc •••/f, —THREADED ROD ASSEMBLY WITHIN PLATE HEIGHT 2x10 5 6 H v'• O 5� •: 6"OF SPLICE IN LOWER PLATE I I -2x4 BLOCKING BETWEEN O O 1 ALTERNATE:IF ROD IS GREATERd +° NAIL EACH PLATE TO JACK STUD STUDS TOENAIL THAN 6"FROM SPLICE-ADD *ALL NAILS NOTED ARE 0.131"x 3'/a" :: I OR ENDNAIL EACH END , s SSP AT SPLICE. WITH(3)0.131"x 34' -NAILS TOENAIL OR END NAIL(TYPICAL) TO ADJACENT � gTp'�S OF �' C't' STUD WITH(3)0.131"x 34' A % NAILS y °°•°l�` O�j`OPi° �\ 2x SPF#2 STUDS HEADER TO KING NAILING ! r �'�•,,Di<F�'!••...... •��,.�`° (SEE WALL LAYOUT) 2x6 (3)NAILS PER PLIC = lep,p�� fi7 - / FLOYDNA S.SIMPSON,PE \% DOUBLE SILL REQUIRED WHERE OPENING 2x8 (4)NAILS PER PLY a ! FL PE No.50791 WIDTH EXCEEDS -THREADED ROD a COMM NTS: 2x10 NAILS PER PLY (5) ASSEMBLY AT 1 NOTED SPACING 2x12 (6)NAILS PER PLY JOINT IN SILL PLATE \ 2x—TREATED 9y"OR 9 4" i SYP SILL PLATE LVL (5)NAILS PER PLY E 'lull u n n 7 1.. 11/8"OR 113 U U U U U U U U U U U U U E LVL (6)NAILS PER PLY 4"MIN.; ANCHOR AS REQUIRED \, TYPICAL STUD TO SILL PLATE THREADED ROD ASSEMBLY (SEE DETAIL'C ON SHEET SD-3) CONNECTION 14"LVL (7)NAILS PER PLY (BEYOND) 12"MAX. _ ANCHOR COUPLED TO THREADED ROD BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) 16"LVL (8)NAILS PER PLY (SEE DETAIL"C"ON SHEET SD-3) NAIL EACH PLY WITH 0.131"x 3Y4"-BUILT-UP CORNER POST s NAILS @ 6-O.C.STAGGERED L DETAIL-TYPICAL WALL FRAMING CONDITIONS SD-5 a 12"MAX. _ a INSTALL MSTA24 STRAP - INSTALL DSP CLIP 32"O.C. I'- LOOPED OVER DOUBLE @ I PLATE.NAIL TO CRIPPLE ON MAXIMUM SPACING (U.O.N.) _ EACH SIDE WITH(6) CLIENT: .131"x 1 Y2"NAILS. ELITE CUSTOM HOMES& DOUBLE PLATE _ RENOVATIONS,INC. STRAP CRIPPLE PROJECT: JACKS AND KING STUDS � � � (AS NOTED) LSLS TA18 STRAP HEADER WITH LAMBERTSON RESIDENCE —HEADER(AS NOTED) LOT 3011TH STREET ---2x BLOCKING TYPICAL = JOB NUMBER: COUNTY: 3)0.131"x 3'/a"TOENAILS AT EACH E D _- -- -- - --- -- -- -- -- g SCALE: _1 -- -- ----- %" - '-0"(U.O.N.) TYPICAL THREADED -n =_ - T�=- -_- �I --�---r, -T� '� -�' i THREADED AIL EAC SILL PLY TO KING STUD ROD ASSEMBLY ROD ASSEMBLY Do NOT SCALE THIS DRAWING WITH(3)3 0.131"x 3Ya"NAILS-TOENAILN RELEASE DATE: NOTE: OR ENDNAIL TYPICAL NOTE: 06-27-17 THREADED SS THREADED ROD ASSEMBLY D ROD ASSEMBLY �� i i I li i REVISIONS: BEVEL BLOCKING AS REQUIRED FOR MWIM M U 1 Nm NOT REQUIRED AT GARAGE NOT REQUIRED AT GARAGE Y"NAIL PENETRATION INTO MAIN FR MINGDOOR OPENINGS U.O.N. - MEMBERS.(TYPICAL) DOOR OPENINGS(U.O.N.) u u n — DRAWN BY: u a u � D \—(2)2x 2x SILLlz JM It SHEATHING MAY CANTILEVER UP T 2" u ANCHOR AS REQUIRED U ��ANCHOR AS REQ u C! CHECKED BY: MJB/FSS MAXIMUM PAST SUPPORTS.ALL WIN OW FLUSH HEADER CONDITION DROPPED HEADER CONDITION f�1 Cj E Cj OPY � TITLE: ATTACHMENTS MUST BE ANCHOREE INTO 2x_ - FRAMING DETAILS MEMBERS. - SHEET 3 of 3 M DETAIL-TYPICAL ARCH TOP OPENING N DETAIL-DOUBLE PLATE STRAPPING OVER WIDE OPENINGS 2 SHEET: SD-5 SD-5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED o C D-5 o V r END VERTICAL BRACING REQUIREM NTS LAST TRUSS IN ROW REQUIRING BRACING T TT L NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS V SB ERG BRITTLE FINISH FLEXIBLE FINISH 2x4 BLOCKING-TOENAIL OR ENDNAIL HENGINEEFING, INC. EACH END TO ADJACENT TRUSS WITH -RATED ROOF SHEATHING - 11481 OLD ST.AUGUSTINE RD.,SUITE#202 BRACING 16"O.C. 24"O.C. 16"O.C. 24"O.C. (3)NAILS JACKSONVILLE,FL.32258 NAIL DIAGONAL BRACE TO INTERMEDIATE m p:804.886.2401 F:904.260.4367 NONE REQUIRED 0"TO 53" 0"TO 47" 0"TO 67" 0"TO 59" ROOF SHEATHING x WEBS WITH(2)NAILS m www.HulsbefgEngineering.com 2x4 L-BRACE 54"TO 114" 48"TO 99" E 8"TO 145" 60"TO 126" 2x4 SPF No.2 DIAGONAL BRACE FL RID MBER:25846 ROOF TRUSS(BY OTHERS)WITH (TYPICAL AT EACH END OF S+'p��i�t 2x6 L-BRACE 115"70 182" 100"T0158" 46"TO 232" 127"TO 201" BRACE(IF REQUIRED) CONTINUOUS LATERAL BRACING) E °o°°°Q • �•v"t I I TO REPLACE(1)ROW OF LATERAL BRACING NOTE: m J°Q� •e�"e BRITTLE FINISHES ARE STUCCO 0 ADHERED VENEER 1 NAIL DIAGONAL BRACE TO TRUSS 3 :+' E�SF ••.Q2''�o 1 • V, INSTALL 2x4 No.2 SYP T-BRACE NAILED TO WEB WITH(3)NAILS �/. , FLEXIBLE FINISHES ARE WOOD SID NG,HARDI-PANEL, I I � �� 9 l l EACH PLY OF TRUSS WEB AT 6"O.C.WITH y CONTINUOUS LATERAL BRACE QUANTITY : t 50791 BRICK VENEER,ETC. ( MO RATED ROOF SHEATHINGI I a < j 1 0.131"x 3"NAILS TO REPLACE(2)ROWS OF AND LOCATION DEFINED BY TRUSS SHOP e `-' LATERALBRACING INSTALL 2x6 No.2 SYP + 2x_L-BRACE NAILED TO I I > > • --- I DRAWING.) a VERTICAL WEB WITH I'I T-BRACE NAILED TO EACH PLY OF TRUSS , " - 1 NAIL CONTINUOUS LATERAL BRACE TO - •+ �� ,+ �' 0.131"x 3"NAILS @ 6"O.C. - WEB WITH 0.131"x 3"NAILS @ 6"O.C. 3 ,p ,+�� \� EACH TRUSS WEB WITH(2)NAILS a '�.y `zs � PE�� e� + +► �. w VERTICAL WEB IN GABLE ---4 - i '�i �j�"" gips►' �y'� a END TRUSS ROOF TRUSSES(BY OTHERS) 2x_LOOKOUTS AT 48"O.C. �NOTES: W PE — (3)TRUSSES I IMUM 1 CONTINUOUS LATERAL BRACES SHALL BE 2x4 FL No.50791 w NOTE: FOR CONTIIN S LATERAL BRACE ) No.3 SYP OR 2x4 No.2 SPF OR BETTER(U.O.N.) COMMENTS: 16"OR 24"O.C. T-BRACING TO BE USED WHEN CONTINUOUS z SPACING(SEE TA LE) LATERAL BRACING IS IMPRACTICAL. - 2) ALL NAILS SHOWN SHALL BE 0.131"x 3"NAILS (U.O.N.) B -6RACE DETAIL-TYPICAL LATERAL TRUSS BRACIN SECTION-TYPICAL T A DETAIL-TYPICAL VERTICAL BRACING AT GABLE END SD-6 SD-6 G^FFICE COPY E SD-6 — (3 0.131"x 3 Y4"TOENAILS E 2x4 SYP BLOCKING BETWEEN H2.5A ATE CH LOOKOUT NAIL BRACE TO BLOCKING WITH(5)0.131"x 3%"NAILS AT EACH LOOKOUT TO -NUT&3"x 3"x%"WASHER LOOKOUTS 2x4 LOOKOUTS @ 48"O.C.FOR TOP CHORD OF TRUSS. (SEE THREADED ROD ASSEMBLY DETAILS.) EXTERIOR SHEATHING SHALL OVERHANG 2x6 BLOCKING BETWEEN TRUSSES WITH 2x4 BLOCKING BE NAILED TO BOTTOM CHORD 3 0.131"x 3Ya"NAILS EACH END REQUIRED BETWEEN 12"LONG 2x_SCAB MATCH BOTTOM CHORD)WITH/z" OF TRUSS WITH / ROOF SHEATHING(AS NOTED) ( ) SPACERS-NAIL w/(3)0.131"x 3"NAILS s 0.131"x 2 1/2"NAILS @ 6"O.C. ROOF SHEATHING(AS NOTED) LOOKOUTS (U.O.N.ON WALL LAYOUT) / _ — -2x_BARGE RAFTER BOTTOM CHORD OF GABLE END TRUSS BALLOON FRAMED STUDS THREADED ROD ASSEMBLY (AS NOTE I( I I ` I -18 ® SINGLE PLATE NAIL TO TRUSS �� I " SECTION A-A 2x4 LOOKOUTS @ 48"O.C. BOTTOM ClORDWITH 0.131"x 3Ya" I I I I 2x4 LOOKOUTS @ 48O.C. NAILS @ 6"D.C. I I �® I I FOR OVERHANG �H3 CLIP OR EQUAL AT EACH H3 OR EQUAL AT LOOKOUT EACH LOOKOUT a GABLE END TRUSS(DROP GABLE) ROOF SHEATHING(AS NOTED) 2x6 BRACE UNLESS OTHERWIS CLIENT: NOTED TOP CHORD OF GABLE END ELITE CUSTOM HOMES& D DETAIL-BALLOON FRAMED GABLE END LOW CEILING AULT i i I I i I \\\ I I ON ROOF LAYOUT. ' TRUSS RENOVATIONS,INC. SD-6 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THANX2 OF EX RIOR ROOF PITCH I I I � _ ADD 2x4 T-BRACE NAILED @ 6"O.C. VERTICAL WEB OF GABLE ENC PROJECT: I I I I I WITH 0.131"x 2 Y NAILS IF BRACE TRUSS s LAMBERTSON RESIDENCE H2.5A ATE H LOOKOUT LENGTH EXCEEDS 9'-0". -2x4 LOOKOL ITS @ 48"O.C.FOR I I� � LOT 3011TH STREET NT&3 3YWASHER JOB NUMBER: COUNTY: OVERHANG I �� \ 17.0 ;2 DUVAL ROOF SHEATHING(AS NOTED) LSTA12,LTP4,OR SDWC 15600 A 12"LONG SCAB SCALE: 1'0"(U.O.N.) 2x4 SYP BLOCKING BETWEEN _"- @ 48"O.C. - (MATCH BOTTOM CHORD) e DO NOT SCALE THIS DRAWING LOOKOUTS - _ �� WITH%"SPACERS RELEASE DATE: BALLOON F AMED STUDS \ -SEE DETAIL"G"ON SD-6 z � \ � 06-27-17 (AS NOTED) \ WHERE THREADED RODS ARE SPECIFIED. � � � REvisloNs: DOUBLE PLATE / GBC CLIP-(2)REQUIRED AT EACH BRACE BOTTOM CHORD OF GABLE TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING END TRUSS INTERIOR V ULT ',( � m TRUSS TO DOUBLE PLATE WITH (2)2x_ DJM DOUBLE PLATE DRAWN BY: EXTERIOR HEATHING SHALL BE \ NAILED TO PPER PLY OF 0.131"x 3Yn"NAILS @ 8"O.C. THREADED ROD ASSEMBLY CHECKED BY: DOUBLE P TE WITH ��2x4 DRYWALL BACKING INSTALLED NOTE: MJB/FSS ALL MEMBERS SHALL BE#2 MYSYP. 2x STUDS 0.131"x 'NAILS 6"O.C. CONTINUOUSLY BETWEEN BRACES TITLE: f _ - - (U.O.N.ON ALL LAYOUT) TRUSS BRACING AND �V_ — — GABLE DETAILS E DETAIL-BALLOON FRAMED GABLE END HIGH CEILING VAULT F SECTION-GABLE END DIAGONAL BRACING G SECTION-PLATFORM FRAMED GABLE END SHEET: sD-s INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PI CH sD-s THREADED ROD NOT SHOWN FOR CLARITY SD-6 s SID �(� o J V r INSTALL SSP or SPH_CLIPS AT 32"O.C.AT UL S B ERG NOTE: DOUBLE PLATE ATTACH DOUBLE PLATE TO STUD PER -- ENGINEERING, INC. DETAIL"G"ON SD-7 - ALTERNATE:MSTA24 STRAP LOOPED OVER m 11481 OLD ST.AUGUSTINE RD/,'SUITE#202 JACKSONVILLE,FL. 2258 UPPER LEVEL STUD -EXTERIOR BEAM(AS NOTED) N�0 EACH SIDE OF STUDUBLE PLATE NAILED ITH(6)10d x 1)/2"NAILS 1 ,aj5)�ttttp}g �8gy�{A1dd:904` BOcom7 J 9 CS16 STRAP(CUT TO LENGTH)FROM UPPER DOUBLE PLATE UPPER LEVEL STUD •eFh -&J,, ,5846 _ STUD TO BEAM BELOW @ 32-O.C.(U.O.N.). CS16 STRAP(CUT TO LENGTH)FROM UPPER / NAIL INTO UPPER STUD WITH(11)10d AND NAIL NOTCH BEAM AS REQUIRED TO STUD TO HEADER BELOW @ 32"O.C.(U.O.N.). / INTO BEAM WITH(11)10d NAILS. FIT BENEATH DOUBLE PLATENAIL INTO UPPER STUD WITH(11)10d AND NAIL m ' 14o.5010, BEGIN NAILING V MINIMUM ABOVE SOLE PLATEBEAM BEARS ON(2)2x_JACKS / INTO HEADER WITH(11)10d NAILS. L 3 1 i TYPICAL-U.O.N. i m e Lt BEGIN NAILING 1"MINIMUM BELOW TOP OF ( ) BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE = m BEAM CONDITION: NAILING NOT REQUIRED BETWEEN UPPER SILL •e•• k••; �4` BEAM(AS NOTED) (NOTCHED BEAM) PLATE AND LOWER DOUBLE PLATE. ©kjF� r �d '��`S` 4ii sat+. FLOOR SYSTEM(AS NOTED) ' ► IN � a DETAIL-UPPER LEVEL STUD OVER BEAM _ - / i BEGIN NAILING 1"MINIMUM BELOW DOUBLE a }Nyfan ill SD-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED _ — PLATE 06-27-17 FLOYD S.SIMPSON,PE -= DOUBLE PLATE - FL PE No.50791 NAIL SHEATHING TO DOUBLE PLATE WITH . a COMMENTS: MONOLITHIC FOUNDATION-EXTERIOR ( )N 41R 3HEAOTH NG ALONG BOTTOM OF @ 3"O.C.C. LOWER LEVEL HEADER(ATED)I C E COPY = i/ XV x 6"TITEN HD SCREW ANCHOR g or Y8"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. \ \\. -INSTALL DSP CLIPS @ 24"O.C.OR or a"THREADED ROD SET 4)/2"INTO ADHESIVE \ SPH_@ 32"o.c. G DETAIL-CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW - \—EXTERIOR BEAM(AS NOTED) / STEMWALL FOUNDATION-EXTERIOR SD-7 DOUBLE PLATE THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED Yz"THREADED ROD SET 7"INTO ADHESIVE BEAM INSTALLED BENEATH DOUBLE PLATE INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x_JACKS IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N.) Metal ConnectorFastening Schedule USE MONOLITHIC CONDITION (� Sin sonlD USP ID Uplift Capacitylbs Fasteners Anchorage U.O.N. Cg ONDITION• 2 A35 MPAI We 12 0.131"x 11h' n/a rABU44 Z PAU44-TZ 2200(SYP) 12)0 h"1162 x 2or(12)0.162"x 3G' Sre wi 7 embed DROPPED BEAMQ ( ) ABU 66 Z PAU66-TZ -2300(SYP) ,_ (12)0 182 z 211'or(12)0.1182"01K" 518 w'7'embed o CS18 �- - RS150 _— _-- _-- 1705(SYP or SPF) (11 0148'x Win each end-(22)total n/a -- - ......... ----- --_- _-- B DETAIL-TYPICAL DTT2-Z INSTALLATION E DETAIL-EXTERIOR BEAM TO WALL CONNECTION ) 4 x m1°5t�e a __ - 6 0.148'x 1%'into double p late $D-7 DTT2Z DTB-TZ 2145(SYP)1835(SPF) (8)W x 1 XT SDS f'wd 4'F."embed(mono)and 7 embed(stem) SD-7 (USP DTB-TZ SIMILAR) - - - GBC HC520 Wa (5)0.131'x 1X'into gable brace nfa (7)0-131'x 254'into double plate y. H2.5A n1a:use RT7 WO(SYP) (5)0.131`x 2h'in each end-(10)total n1a - MONOLITHIC FOUNDATION-EXTERIOR _T H2.ST n1a:use R77 545(SYP wSPF) (5 0.131"x 1 h'in each and-(10)total n/a " � H3 RT3A 455(SYP) (d)0 131 x 2X'in each end t8>total Wa d Y"x 12"TITEN HD SCREW ANCHOR tie LFTA6 950(SYP)82 SPF )0 131'x 21w in each end- 16>total ai _ ALTERNATE ANCHOR: H8 RTRA 745(SYP) (5)0.148'x 1'1,'in each end-(10)total We t or Y6"THREADED ROD SET 7"INTO ADHESIVE % �� , Y"x 6"TITEN HD H008 n/a:use UPHD6 76 SYP 5495 SPF 20 %'x 3'SDS 718'Hd 15"embed(SET-XP epoxy only) Z EXTERIOR BEAM (MECHANICALLY GALVANIZED) HDU5 PHD5 5645(SYP)4065(SPF) 14)Y.'x 21WSDS 516'w'7'embed(mono)and 12'embed(stem) - STEMWALL FOUNDATION-EXTERIOR HDU8 PHDB ss70(SYP)5ozo(SPF) (20)1 x Y SDS 718'4 15"embed(SET-.V epoxy only) (AS NOTED) WITH 2"x'/s"WASHER HETA18 HTA16 161o(SYP) --- (10)0146 x 1x 4 embed XV THREADED ROD SET 12"INTO ADHESIVE \\ �. T \ -H6CLIP FROM HT520.HTS 24 or HTS30 HT1N20,HTW24 or 1450(SYP)/245(SPF) (10)0148 x3'm each end n/a \ \ \ HTSM16 or HTSM20 HTWM16 or HTWM20 1175(SYP) (8)0 148 x Y into wood n/a - m CLIENT: INTERIOR APPLICATIONS- \ POST TO BEAM (a)v x 2r Titen into CMU \ ,\ (a)Y,x 1/.'Titen into concrete a ELITE CUSTOM HOMES IF EDGE DISTANCE EXCEEDS 5"USE �\ LAP BEAM PLIES AND HTT4 HTT4 4236(SYP)3640(SPF) 18 0.162"x 21A' 518°vd 7"embed(mono)and 112"embed(stem) Y"x 12"TITEN HD SCREW ANCHOR \ NAIL AS SHOWN (5) HTrS HTTS 5090(SYP)4375(SPF) (26)0.162"x 2/° 5/8'xd 7 embed(mono)and 12^embed(stem) _ RENOVATIONS,INC. LTP4 MP4F We 12 0.131'x11 n/a or%"x 8"TITEN HD SCREW ANCHOR '\ 0.131"x 31/4"NAILS PER PLY LSTA18 LsTA18 1235(SYP)111 o(SP F) (7 0148-x Yin each end-(114)total We m PROJECT: Y8" _ \ \ LTS112 LTW12 775(SYP)6WSPF) (6)o148"x3'in each,and.-(12.)total n/a LAMBERTSON RESIDENCE may' or Y8 THREADED ROD SET 6"INTO ADHESIVE - MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0.148'x 3'in each end-(118)total nfa \ PT POST-(AS NOTED) MSTAM24 MSTAM24 I 500(SYP or SPF) (9)0148"x3'into wood n/a LOT 3011TH STREET C DETAIL-TYPICAL HTT5 INSTALLATION ^ (6) x %'Then into CMD R \ H6 CLIP FROM POST 5 r x 1r'Tden into concrete JOB NUMBER: IIIINTY:DLIVAL $D-7 ( ) TO BEAM MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0 148 x Win each end-(22)total n/a T - USP PHD5 SIMILAR s -PT POST(AS NOTED) MSTA38 _ IMSTA36 __ ---- and 16701SYP or SPF) (13)0148 x3'irdo wood n/a _ n =1'-On(U.O.N.)ABU POST BASE (e)%'x 2x"Titen Into CMLI 8 " AS NOTED 8)%'x 1�'Titen into concrete DO NOT SCALE THIS DRAWING EXTERIOR ( MONOLITHIC FOUNDATION X" - (AS NOTED) ( ) MTS 12 or MTszo MTw12 or MTW20 1000(SYP 860(SPF) m 0.148"x 3"m each end-(14)total n1a THREADED ROD SET 15 INTO ADHESIVE e"THREADED ROD MTSM16 or MTSM20 HTWM16 or HTWM20 860(SYP) (7)0148'x 3"into wood n1a RELEASE DATE: / PLAN VIEW AT TOP OF POST o (a)r x sr.^Tien into CMU y 06-27-17 WITH NUT SET IN (a)%'x 1'r.'Tden into concrete a REVISIONS: / STEMWALL FOUNDATION-EXTERIOR •O ADHESIVE PA51 TAS1 2940(SYP or SPF) (14 0 162'x 254 or(14)0.1162'x 3%" Combs SPH4 or SPH6 SPTH4 or SPTH6 680(SYP)585(SPF) (12)0 148"x 1'Anfa THREADED ROD SET 15"INTO ADHESIVE - (7"EMBEDMENT) SSP"" R8Pr5 350(SYP or SPF) (a)o 148 xV/V into studs n/a ° I 1 c ° (3)0.148'x 1%'into double plate INTERIOR APPLICATIONS i r j STHDt4 STAD1d 421 SYP or SPF 30 0.148"x 3 Y.' 14"embed DRAWN BY: IF EDGE DISTANCE EXCEEDS 5"USE e ° I I ° a j Notes: DJM 1.All connectors are manufactured by Simpson Strong-Tie or USP Structural Connectors(U.O.N.) CHECKED BY: MJB/FSS X"THREADED ROD SET 8"INTO ADHESIVE I I - .. \ ° / 2 SYP=Southern Pine;SPF=Spmce-Pine-Fir � 3.Mono=monolithic concrete;stem=masonry stemTITLE:wall or bond beam _. - METAL CONNECTOR SIDE VIEW AT BASE OF POST 14.Anchorage refers to threaded anchors with noted diameters and embedment depths - DETAILS D DETAIL-TYPICAL HDU8 INSTALLATIONF DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST SHEET: SD-7 (USP PHD6 SIMILAR) SD-7 SD-7 i LL .o I(o � O WIt m0 0) J Q° Q ffN cn - � �0 � zo - 0 0 zea > � W Q� Yew m :iN � w Z Z mcnQ Q 0 o of � W z 0 N 0) 110 L-,61 5-16L U Q Q N <�/��- IIL-,�z = off J L1 „9 ,� 'SIVO 0 L 0 L S 0 I cn � W � �1� 9 z �,b 9,z IIL-,Oz � U L ? ooL_ cn 0 — — ss-I w -,� L _ � o r- -- --� I �' 0 �- — I 9 9 oc=n I IL e _ LI I � I W N W 1h > z I -- --- -- - 0 0 J Q -- ----4 viCNN - -- -i I- Lj cn W Lij -C O O W Z I I z I I �— —�— — f=7 _I L0 Li L_ 3zw ° I I T_ z - -I I j I Li- fi W ILU Li W Z > ( I FU— cJn I m / 00 pZ 3dOlS _ (� m Q -- ,� I �__ --- --- L - - - - - N u� 0 1 1 I z �- m o (L U --- -- = Q N - ? In In U Q I x Q o o PO --- - m U oo O N m � ''nn N ° LU x CM Z w Ln m -- N> LO LLJ N Q Q •� N 0 Q Q - - � I- - - - - -I � - - - — - - - - _ _ - - "' 0 (Y) Lo z 0 J O (V crm Q L II II I � 3dOlS 9 21 I N i� w 1 o3w o N N � � I AoV 0 Q p f U I I N I I oZ oEl = ° o F — � I o ° 1 L IJ � U � Oc U T- o W W H — — ,� ,� z a J ° oC U w o ° z J i t I I I I , — + —I — — 1 1 �o N * O W O o o� o f J a - w II Oj 3dOIG _ lL ULL CD 12 — i l z l I I l o .� _ o Z co 0- - L__ "'Oc L __ �— w W W III - -J El 9 - - ,9 X 9 X - - 9 8 z 9 X 8,z og_ 8 Q LW 6-1 L ,�,-IOL L- L_ t%�o-,g L 110 L -15 116-1 L 00 OZ N z r OL- 8 LL SIL IL 3 Z tLU I I L 11 1 !f J 0 �_ 6 lu0Izw N li „0 L ,6V 11 ads U nUZO \ m _ 00 Q 0 U W W , 0rn < Ul 0 t N Q LL WN N m Z . Z o 3 d I z 0 0 a 0 0 wo ,U ,a c.Xurmting Apartnon6b\,_nasi\r;n;snea arow;nq_s\LLL v4 i uJN�,z.awg, 4,, I/ a-z4:4b AM, un;ve rsgi uocument converter_pc.5, ARCH D, 1.48 J(o L 0) 4 I(Q � U ...-_ _._ __ _. __. _ _.__ W It — — -- _ -- - . .... -_— m - - .__. ---------------- - -_ ... . _ U Z 0 11 T , _ -- — — -- --_. ..... _._._.._... _.._-.. .._ ...... .--._-- — — — v ; - -----. -- - - — 1 r } Q m Z r Q , l : r r ,-- N i f Q z ; , 3 —r —r i T 1 r : i I �2 i 7 r a-r t I i 1 i 0 rL:i L-1 Ll----------- ........... . ................................ -7 -7---------------- ---——---------- -----------— _---------- I i 1 1 I----------------------- —-————------------ ------ - ---- ---- ------------- —----- -- ------------ 11.................. i L L � 1 r f _. ______.. ... ...____ .____....._._. ------ ............._....._....—.. ...--- -------- -- __ .. ... p..__. Q i 0 , , : : T� J W _ _ _ LL : r _ r ..._.... _ ..... ..... . - k ---------------------- �.: BACK _ -- � — � PORCH _ __ __ ___.__.._____.� ____._ __. _ _ W a _ .___ _ 0 M U , , __ __ Z 0 Q _____._ __ _---__-____ _ __ __ __ ___ _ _. -_ _ . _ J FIBER CEMENT SIDING AND TRIM W u BRICK VENEER RIGHT SIDE ELEVATION _ � � ! � u � W w 0 ' 0 N - - --- = _ - - - _ - » ._... ------------ _. ----- - a -- - — - , t ; r , - J T 1 n 1 .. i i i 1 � . � w _b _ W STAIR BUMP � `-�---; � � � � ---�� c� � � w �T OUT BEYOND r 7 T—`-ce .__ t i r f 7 co iH , N W .. i. _ FIRE PLACE 0 i w J W — N Q : , ; Y. -.... -- - - - ..... ............. , Ln_LL� ----_--- I r Z BACK PORCH z 0 3 REAR ELEVATION o o I �I II • • LJ p z J UJ toZ O �G) Lo� C Y 0 Lu wCD Ln _ �mw aocn � 0 (n X Y J=z W Q WLi Irn N Z 0 L,J J � =ZQ Yom z oC) w _ J ML'j w(n� nl- oaw uj Q :D o Z CD cr D O a Q O l� J V] Z �0 O 0 > U;Lli U Li w U J } z wo N z ,0 ,—,6 L 5—,K u Q =0 Q = O o N0 N „Z_ oWo3 6— L „b—,0L _I = w W Y — o0LL_ cn V L,) � CJQ O wZ ❑ El — — - - - - - - - - - - - - - - - - — L wmo O 07 � � Z I Q 0 FT — — - - - —�LT_ � Z W ° � I � wo > ( I Z I m ' o ,� Q Z U _j w I I ' N 1 1 I (� J J V) W Q W _jw I I I <�LL UI W -P Ywz I ( I I Y J � I Q o w I ��uc��'> I W m- I I I m 0JZWm " " _I QW I I �wOw0 I m co w I co�m<uML- I I 0 W „Z 3dS I N �o 0 0� 0 3 ° I I II of I m W z = = Y+ 0 �cn ] II I N ��z ❑ I I �om� _ I ► I �> z I _ L - - - - - - - - - - N W ❑ "; I o-oZ z I I -� W �I I 0 Uzw i l I I - - - - - � ❑ J W ��Q ow f I ww I (� o Li Cf) - - - - - - - - - - - - - W cn - - - - g I _ I ( 3d0-iS I o I I I I I 0 0awl Z > oY z 00 Ln m w — _ � I I I I I I I I ❑ � Q El I � Z � ❑ ❑ - - — - - L - - - - - -� - - - - - - � �� - - - - - - - - - - - � — - - - - - � a ] _ o C) - I I W' � z N - - - � W W Yff U U w w O a- LLJw W Li W Q L 0L— 5 _J N w _ CO ,,0 L —,6t <5—,6 Z 0 NI 130 0 LL 0 N - Q _ W � W U Q o I � o i I W m N z � Z o a I o0 a o 0 0 os J(Q LL 0) .LO I� I Li Q U I (� Q° — J LLJ cn � oo� z = w w J�w - U p U O ow� cnw L S >JUJU r 01N O J u i �w U Ln0~ WW U FW-- ~ ~ NOO~W O �0 z = = z o �_ = CCD _ > �w�z � O �O Q (n J F-- C D CD W 2 C�J J W Q J J W � J W W W — O W 2 J J O J J W W O d W m L U Q U F- U U W J S 2 O O W�JW= O J ~ d N QC/-) U W O Z Z z c � QO Q Z n O Q Q LLJ wOS z - - ( U LLJ O w Q �- w W J W LLJ QN(n O i J Q cn 0' W �W O U w m Z J W W � W � U Cn w li m (� J (_� z X ~ Z (n ZLLJ CD O = F- cn N ~ W Z (n C� W W D W S D N ~ J (n CD IJ W W O W zQ 0 O z Q > cn r >- cn 0 0 z z w Q x z Y g cn Q- - > �} O F-- O Q U J Z X O Q m = J_ O m S C) 2 Q X W U W J U a" Q U U d > N z O U o O O 0-1 = Q X z x S Q _J z � w O Q /0 J N 'S 2 Z W Q J O J J Q X W W U W D W U N 0 LLJrJ Z W W w m W Q Z �� Ol NVQ IL N r) — W W W LLJ CD F-- w n w U U mQ� ®� cr� � ai� 0 f� \ 0 ® WP w O w °' ° w .� X e a 2 Q z a ° O w U� US Uo w Q a o W <Ld<> o W Uw I— U m�QQw O � �z�>-O Q O w QcnzCn 2 W � Z ��- - - - - - - N - - - - - - - - - - I� � I z W 4-) 0 W 0 O 1 ------ — — __ — — W o m I ch ---- - -- - - - — _ 0 Q I Tf (of ID 11I < cr -- — - - - - -cin - - - - -- Q W W I cl� N W 1 1 I � — L Q W i � $ $ QID O S 0LYcnz 11 Of $ i w ILI Ii J I i J II H Q 1 11 v 61 U I II W W WW W 3 L w w �l L7J LL CO - \ 0 L----------- J N Z \ 0 0 I v � W \ 0 Q I 0 N I :3 I NcO� Q F i i c o Ix t Li LiC14(I LLJ 2 ' jol0� < J000O�00§ wmwQJJ m I UJMw Cww NL�JW cn cnQ:� UChwa W 0 m v Z 3 ' 0 I 3 ryQry 1 LL LL 0 CJ I a� O o= c�U R C>a I \1j,-,,g ti ,521 CL hris'I\Finished drawings\SI IL dwg, 4,b/201 III'19 Ub AM, Universal Document ion venter pcJ, ARCH D, 1:120 J � LL 0) LO I t0 6' 32'-4„ 1 V-8" w Q � w0) m0) O JU � 50' JQ° -- --- --------------------- ------- � Q EXISTING I LOT COVERAGE: I POOL HOUSE ( Q 0) HOU5E (porches included) —2425 1 1/2 DRIVE * WALK PAVERS— 289 m N IMPERVIOUS POOL DECK 445 z 0 5TEPPING STONES 34 Q N Q 1 I EQUIPMENT PAD5 30 6 i ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ i ExISTICOVERGOUSE 517 INDEX TO DRAWINGS N� -� I N TOTAL COVERAGE — 3740 5' I E] I LOT 7500 z! 1:1STEPPIG Z PERCENT COVERED 49.86°16 STONE - ARCHITECTURAL W z P O O L ❑ N ° I ❑ F ❑ I POOL t10USE LEGAL: A-O N E COVER SHEET 51TE � W D 1 �/1nDRfV\OV LI 1l.��wflaNh I - `` LOT 30, BLOCK 14, PLAT NO. I A-TWO FIRST FLOOR PLAN � i W I � " I I 00 5UBDIV1510N "A" ATLANTIC 7'-7 1/16 - = z o TO BRICK ❑� F13 F01 �❑❑ 7'-7 1/16" MACH A5 RECORDED IN A THREE SECOND FLOOR PLAN FEJ ❑ TO BRICKQ Q NOT FOR LAYOUT BACK PORCH NOT FOR LAY UT PLAT BOOK 5, PAGE 69 OF J � W 7'- 1 1 1 /2" 34'- 1 " 7'- 1 1 1 /2" THE CURRENT PUBLIC RECORDS A- F O U R ELEVATION5 _ m F o OF DUVAL COUNTY, FLORIDA. 0 0 ° --, ---, A- F I V E ELEVATION52z = 1 � ° Q o A-SIX ROOF PLAN Q j PROVIDE I N LET PROTECTION PROPOSED A- 2 sS EVEN FOLINDA,TI IN PLAN W oR �- I - I F ANY FOR ALL I N LETS TOR (for reeferenconly - see structural) J W H I I A- E I G H T 5ECTION5I J ,9 tton (for reference only - see structural) U o _ V) W Ln I A- NINE FI RST FLOOR ELECTRIC Z r� Q Q o 2� _ I o NOTE 5 : A-TEN 5ECOND FLOOR ELECTRIC (� W ff Nei 1 .) ELECTRICAL WIRING PER NEC 2008 0 A/C PADS 10 a U z 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125—VOLT, 51NGLE PHA5E, 15— AND 20—AMPERE OUTLETS IN5TALLED IN BEDROOMS 5HALL BE PROTECTED 1 I BY AN ARC—FAULT CIRCUIT—INTERRUPTER 1_15TED W TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. ATTACHMENTS 1 I 3.) UNUSED J ITEM 1 FORM 600C-0 I N GARAGE ISTART HERE FLORIDA ENERGY EFFICIENCY CODE Q i FRONT DIMS. TO ITEM 2 5EALED 5URVEY i PORCH1 FACE O �. o 0o ao STEM WALL NOTES: ITEM 3 TRU55 ENGINEERING ; ; 9'— 1 NCY CLA55 15 GROUP R 3 I � . T r - ITEM 4 STRUCTURAL ENGINEERING W _.. l• T _ 2) CONSTRUCTION TYPE 15 TYPE 5B I z_., .. ` - 3) APPLICABLE CODES: 2014 NATIONAL BUILDING CODE N T'.:t..,_1. a. ,....T.`_.`T`'L I =1 , z �n 20 I I NATIONAL ELECTRIC D LTT I CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE00 PERVIOUS PAVER T L-1 r ' r 3g 1 /2" o DRIVE AND WALK -c '.z.'....m .... .'.;.r, r r. r _ J 1 -- ---------50----- W W a of o 3 � PUBLIC UTILITIES W 1 1 t h S T R E E T { }APPROVED { ENIED z 1 {vj POT APPLICABLE TO DEPT z 0 R 5 I T E P L A N o L \UrctUng Apor tion_%VCnnst\hnishen drawings\SIILdwg, 4/n/221/ ll:IY 06 AM, universal Document Uonverter_pc.s, ARCH D, 1.120 J (O 0) LO In J � II 32,-4„ 11 ,_8„ � Q � 6' W (n 0 J � � 50' J _j � Q -- --- --------------------- ------- Ln I o 0 j I ffN ffo EXISTING O LOT COVERAGE: POOL HOUSE HOU5E (porches included) —2425 Q j 1/2 DRIVE * WALK PAVER5— 289 m :i N -1 MPERVIOU5 POOL DECK 445 5TEPPING 5TONE5 34 Q I EQUIPMENT PADS 30 6, EXISTING POOL HOUSE 517 m N � 1-] 1:1 EJ El 0 0 1-] El El I TOTAL COVERAGE - 3740 INDEX TO DRAWINGS El V LOT 7500 5' Li PERCENT COVERED 49.86%F El STSTONEONEJG ARC H ITECTU RAL W z � z l N I P O O L I o IA-ONE COVER SHEET SITE ° V POOL HOUSE LEGAL: w I > I _ I Ln 0 � ° i PLAT NO. I A-TWO FI RST FLOOR PLAN IL W 4pi7iiiieillu Vi M Y1o.15 { R Cowl J LOT 30, BLOCK 14, j005U13DIV15ION "A" ATLANTIC I I, -7 1/16 C-11 E30 00 �0❑ 7'-7 1/16 ' A-THREE REE SECOND FLOOR PLAN ° I _ BEACH A5 RECORDED I N ` --� � z TO BRICK /�' 0 TO BRICK r Q NOT FOR LAYOUT 1' BACK PORCH , NOT FOR LAYOUT PLAT BOOK 5, PAGE F9 DF J � W 1A 7'— 1 1 112" 34'— 1 " 7'- 1 1 112" THE CURRENT PUBLIC RECORDS A- FOUR ELEVATIONS 0 m W OF DUVAL COUNTY FLORIDA. ° - 0 A-FIVE ELEVATION52z = -- -- Q j 0Q I A-S I X ROOF PLAN IL � I { � PROVIDE INLET PROTECTION � I • I II A-5 EV E N FOOND� TION PLAN PROPOSED �IF ANY FOR ALL INLETS (for reference only - see5tructural)2 STORY Il HOUSE J W A- E I G H T 5FCTI�ON5 R , J „ (for rsfer�pnce only - see structural) W j jTr_k A- N I N E �lR: FLOOR ELECTRIC Z o Q _ o 0 r N 0 T E 5 : A-TEN 5ECOW FLOOR ELECTRIC N 0 j O w F I ❑ I 1 .) ELECTRICAL WIRING PER NEC 2008 ...a 1 Z ' 0 A/C PADS I ~ a I 1 O 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, z SINGLE PHASE, 15- AND 20-AMPERE OUTLETS j INSTALLED IN BEDROOMS SHALL BE PROTECTED BY AN ARC-FAULT O PROVIDE PROTECTION OF TRE ENTIREPTER LCIRCUIT. I I ATTACHMENTS � I 3.) UNUSED J j I ITEM 1 FORM G00C-0 I Q GARAGE I START iERE FLORIDA ENERGY EFFICIENCY CODE N j FRONT DIMS. TO ITEM 2 SEALED SURVEY PORCH FACE OF ° No STEM ALL ITEM TRU55 ENGINEERING � as I ,.,= NOTES: W W '-�-- f1 ..- r_....- ..a.......;..........._:..7.....,. _... g'— 1 1 �2" w w y 1 ) OCCUPANCY CLA55 15 GROUP R-3 ITEM 4 STRUCTURAL ENGINEERING T T ' 2) CON5TRUCTION TYPE 15 TYPE 513 L_..17 '1 =,. -4- � 3) APPLICABLE CODES: 0 y 2014 NATIONAL BUILDING CODE N I - �r f- 201 1 NATIONAL ELECTRIC CODE � 0 V j rT TCURRENT ATLANTIC BEACH LAND DEVELOPMENT CODEW o 0 PERVIOUS PAVER r ' - i r ' rr` I 3'-9 112" DRIVE AND WALK - ' r. ,,..... .„_a 1. r. y 50 j c 0 13 m � w m i 1 1 t h S T R E E T D Z 0 ° Q S I T E P L A N 0 J(Q L� I t0 � U W� ] ZO _ J rn Q G✓N � �0 O - 00 0 „8—, LL >-0) Qq m :�N 61 6-,6 ,<Z/L Z-,0� Z c 0� 0 ` o N 0) 9- OL-,o L 9,SX8,Z 9,5X8,2 A8'd ,Z/1 Z-,6 ,Z/L L L-,2 J ■ � 5 ,Z X <Z 9 2 1 Z U' ZX,Z Z ,Z ,5 X 9,Z ,9 X 9,Z T 17 1 - 0 � N - N o �, P 0 _ - co ---- --- -- -------- - j °� m°,8—,5 O N C0 `�' x W O 00 _ N cn ------ ---- �� a 5-,� N Z LL Ln- o __---- ------ _ _ cn W yD � �� ~ \ ---- ----- �0 z SNOUDIS ]3S w I fid, �; mo -- ------ W �p ° SS(ldl dOZZIOS COQ o� 4 U ------ Li r� Opti w N W Jm\� \l Q — — — — — — — — — — — 0 x� N c0 v W Z s I u ------ 1 _ U I z Y OL 0 - m Q - C/')x I NOJLi - - - - - <<� 2 U-j Z Q z O U cn - x Z N ,Z-�� D II W I N � � O Q Q j J O O CO ooQ a < I JQ Q J N z Ln I ri _ — _ Z d - 00 — N — i — - N -I 0 O O N z � � No L11 Uj - - - - _ - 4 YM+ W ~ ug J 0 I N I z I Y N J O W �Q� J N � �' 1 I Qo I o 1 � 4 �. _ 0 f Q El m I � 0 Y x Q �cn o o No l I Wzoo o v � Q W �Q W N NCli cn (n �� > U J = W J W 0 J 00 m t!7 m O C0 cicl `°N tis I Uwo N a m - Q <�-,� - OI N O 14- 0 � W �W- I I w � Q �; O I N 10cn � W Lo N Li LU Ljj N - 0 IN N a OL Q U (n Lv LUnto - - - - - - o m m I � Ln DD Z W � I c0 w II / cn p 3 I N L J) Q � � o J O— g [:Q'D J a11 0! 6 Z ,9 ,� i t,Z X ,Z 1 ,g X ,2 9 X 8,Z ,5 X 8,Z 5 X 8,Z 0 WC,A W 'Z �� ,ZX,Z did "IX dd O W W 8-,Z L--- -Jn8b bIQ 9,Z > > 0 � I Z „Z/L 8 ' 12 „6-,5 L ,Z/1 6 \ v 0 Q N El 0 00 Q W � 0 N � � 0 a w J W Q F U Q N 0 W m v z 0 3 � Y LL 0 a� G= Q C'.AUrotlingAporUrm5bVChncl\hinished:drowrngs\tLLVA HUNS.dwg, 4/o-ZUI/ I1:2 5J AM, Unrversol Document Converter-pc5, AKH D, U48 J(Q L 0 L 4 VERIFY VERIFY I DETAIL DETAIL U ...,", ..... ,_ _ ..... „ --. ._. ,1..... ,,, _ ,,, _" _._ WIt - ---_ __ ,_,, - ----- -------- --- - - ---- -- ----- - _ - -- 1.1.11" ---- ___--. ---- _. 1.1.1.1_"," _, ,_"._ _."_ . „ _ �.� m - ,. . ;. ===7=____ _ _. w ,__,.g-.�rt .. -__ :,,. .._ ._. _ - 1.111.. _� __ 1.111 __ � _ __ _ ._. ,._ � - - __- _� "" - _ T __ " ,' , 1.1.11 1.1.11. . . .. _�"_ _ _ - U 1111__ ., ,_ . __1.111._ _______-- ___..__ _ "., _ _,, 1.____. _ ._ ___ ...__ __ --__ 1..1..1.1. 1_.1.1 ___ 1.1.1.1.-_ ------__ - ----_ __ .....____ __- __ _ _.__.. .1.1.1.1._.__ 1.1.1.1._ _., ___."_..._ __ __ _._ -_1..1.1.1. _ ___._ __ _"___ 1.1.1.1._"_"", """ 1.11.1 ,""" __, . _. ,.__. .,,", __ -, 1111, __ 1111 __. -- -_.. .......... 1111. "..".._ 11.1".1...._- . . 1.1.1.1. ......- 1111.. ................. , ,, ........... _-- __ »._" ��,,,��„ - - - - as �. __. .. _�_ ��. .. ��.�_�_�.. . r.�. " _ _ 1111. ��- �__ _ ___ _ ________�_ _ ______� _ ____�m ---_�_ _ »1.1.1.1._ �� " " .-----_"_-- _-___ _ _ ____ _ _-_-__- � A _________ __- _ ___" " " " _ "" __" " "_ ___"" "_ 1.1.1.1. -_ _ �__" 1.1.1.1. _""_""___"_ _ 1.1.1.1.__ __ ___- z o 1.1.1.1. _ __ _ _ ___._ 1.-- _ _ _____ __ � "_____"_�_�____ _"_____"- ,_�----- , __..__�.,,._ _ Q _ _ _ _ _ __"_ 1.1.1.1. _ - _. __ _ __"___ 1. - ._" ____ J _ �_.._____-__- 1.1.1.1.-- _ _ __ _ __ �___ __ _ ...___..�. ..... r�. t � _.. ,.,,..,.,,."_". " -- ----- -_-_- 111.1. -.`. .__- -_--_ .....�-„_ 11:11. .---__ 1.111.::._ I " __ _ _ -- 1.1.1.1.___ " __ -- __-_- " _ �__ 1.1.1.1.- ___ _ _ _ _ ___ _ __ __ _ - __ - __ _ 1.1.1.1 __ =�a,= _ ____ - -- --_" ---- - ------__- ._ _.__. -_ . ---------- __ --""--- _ _ -- --- ___ 11 � F __. _ _____ _ __ __ - _ ___ _ ---- _ ---"_ - _" _ _ _ ___�_"_-_-__ - -- _ -- - - __ . ____� _ - --__ _ �- 1.1.1.1."1.1.1.1.__ _ _ __ : , : i •-_.-.��..a.._ 1111 - 11«11_._ /� _ __ _ __ "1.L.,.w __i _"r..,,_ 1111",._ -11.11.1111.==r. � 1111.. _._ --" ...�...--'•---_.-.:::: 1111_. 1111. �-___. -<-- .. __ ...n....�....,.,.,... 1111..=.:K......... 1111 ._• "'j 1.1.1.1 1111. � " .-_ .- �. .-..-11.1.1___ .._..._.._._. ._- - -.___.__. ........_.__- ."-" _ 111.1.__ F - W-...,..e..............�.._,.,...... m,_.... .. ._...._.._.-_ 111.1 _.-"11.1.1 ��- _ - ..W._"�� -.__� -."_- _. _. - _-_�. , i i _ _ - _ ... .� 1.11.1. _ .- ___ �,-.,._,,,,,".. ,_ 1.1.1.1.-_ _____._ -----------.._,.__�. �.. ._"1.1.1.1_..__.1.1.1.1. ' _71 _.. __...___ - _._____ ..-___ "- "..-I----,-,-,-1 . ___ ..._______,...� ___ .".'-- _ 1.1.1.1._ __ i A -„_,- - 1.11.1._._.._._.r� 1.1.1.1.____11____. ..__..._....__ 111.1..- ._ 7 -.. -1.1.1.1._ _ .- �.._._. -111.1."_ _ ._____.._. _ 1.111 _-__- { ! _ _.. _ ... ... .. .. _ 1111_. _. I ....__,.,.. ,.". ._ .............. ! - .-." 1.1.11 ........ .... ..." =__ . 1111. 1111.__ 1.1.11.. ..." _....... ._ .. __.11.1.1 1.1.11.. a-�....r:..0 :�c,-"1.111.." ,. �::� ,,,,�.,."... ,::, .� __ - - - - """."."�._.. rie�a..,�_".»,,,_.,..,»,,,�_�... ..............r._.�...__`__.«.. .,»....,w"" �<,..,",.- _........ .�.."._....,..,..,:.»,""""" �_ ,:.t.... ��....�� __�.,,.��.�,,.... " 1111. ... ........ 1111 ,___� _s. ...x......._. .. �i. .. �.«._ _""... 1__ ..e _..� 111:1. "",»�.me._., Ell El _ _ _ _ i I ------------- , I _"___..._.._..___ -.. ..-1111."_"".- 1"11.1_."1111--_ �._.._ .� ._4"""11.1.1. -i ...._L_.,__4, rs•-.-1-_. ..m. .._..."�..»� 1.11.1", 1.111._......_... 1.111,"""_"_."",..,...._ "..."".."_""11.11. 1111"....."..". ............."______._. _. ___ __ _ , y _,_ _ I i .____..._..__....."_ .__ 11.1.1. _"11.11._".. 11.1.1._"__"_"".."._" __ ......__"."_ 1111 ._..,.__----- ; , _ 1.111,.. ." _ - .., �_ .._ ".."1111 _ ��. 11.11._ - .+ _ ..", t ._. 111.1_.. "_ .____.,.,..". " "___ __ _.."._"""__ _. .."111.1_"""" 1111._.."1111_ 11.11"_"._ _" ___.._..... . --' ."x_",.--"---L-" .. "1.111..-,-.-�._�._L_,.. s.. _."_ 11.11...__--r _a_,...__ -_._ 11.11 _._ .__�._,. __� �_ 1.1.1.1.-.� __. t 111.1.. 1111.._ .__ ........_ }} __.__.1.111.__ .__..__.... 1111." -" 1.1.1.1. 1111 1.111.. .""____� j _ L 1 L Z �_ t ..1.1.11.._ _ _.. -_ .. -_ __ --. _ -L-L-_- 1111_ _ v_"- 1111... T - '-L .. .... ... _ "..�_ 1111. ."'F"'""_ ___ 1.11.1._�,».�,:... .. : - i t k 1111. _.-, 1111..-_ _ - - __. L L' 0 - ........ 1111._ 1111.."111:1 .. ._.. .., ...._..__.._..... .--"---"' 1.__1.1.1 ..._......_. - - ... 1.111.__-` __...... L..........i." " -, a.,-...............,.. ,__� - - �� I (-- -- "-"" __._ 11.11...--_ _ �- _. _ __ �_.a.�.,.. ---� T - '"l 3 r 1 i T i 7 _: __ - __ - __ - � "i-` t -`-� ; i _.__ 1.1.11... 111.1.".._" _."_"_ ._ 1.111_.. " .1.111._"".__ 111.1. ... 1111."1111._ 11.1.1._ ....._... 1111.. ......__. .._. - �. 3 1111-1.111.. � { - _, _111.1 . _ �- __. ...__..... .-_. 1111 ---T .:.._,....._...._. .. _._"--.11.11 __-._.. q-a - 0 --- _,_. _ _ --- - ----- -- ... 1 __ - - - - _ j _ _ _ _- _ 1.1.1.1._ `'; - - _" iffl j T _ _"-._ " 111:1 _-_ % T 1---�r - - L L ___,_. .�.--,--m _-�-:_�___LT L,__T _- ,__, _ 1.111__. _T--r i j _._.._. ._ z �, T 1 - LEI - ` ,-_„_. __1__111. .,,,,,.., - w �_L _ _ _ t __.. __, " _ , _ _EEIr_ - - ; i 3 H 1 ; r , : , : _ - - ---- --._�� " " -_- " _ �� - �_ _, = - r_". -_� __ _1111. �_: J (Q LL o) LO I (o � Q wIt (D 0) J0 � JQ ° _ rn J LJ Q 0 Q EL. wZU, W o aQ � o � N zV) 0 OQN § Z - 0 QZC9 > � � w � � Q w r n- JC' 0 = 0 � Q U=-' zw � w � L.Li �- C9 Q t— oo U w UUO0- tn Q- z Z N W 0 �'- X 0 W � � � o a = � � n� :2 N- I w O m N c(n 2 m ` � _ < � orwwp0w cmnU' z z o L. c� 0 3 N O ►— o ° � < � m (0LdQ� 0 OUB � � ` a oN � Q XQ i � go : ILL. Jryw 1 53 f � .�� a CP I W a � � I ' WD Z II W 0 SA3�3 33S � Q LL 3Wbd3 ANON ❑ O V 0 ~ z ---- SN01103S 33S ❑ 03HS Z L/£ m of 0I W 0 SSnai aosslos GaOH3 , v L w W01108 H011d Z L/8 W Q ~ U0 � W ❑ aV" w ■� m I Nw AV oU II 00o El � � Z Z >- z �- 0 Q M W J � W w J � Q II :2w � —— < Ln i w l > o 0 ` W N yp L J J, I w ra 61 Lr- /A I I F o U) I u Q :2 U) I W fY � F- cn I I o z m of 0 S�3�3 33S I I a o = o cn a3HS Z L/SZ'SI n ~� 4 N m vwi ❑ I I _ � � �- �0 mJ N � Z0 00U (r I Z J w --- _' M � w Ofn — — -j ; z0 0 U 0 I I W W LC) ^C'4 W � oJ " UXw ►- 0 (nZ Z w = NC) O 0 F- LL_ - Z � wwZ Q- (/) O Z t=9 OwU00 � w \ w � � a0 m � Q = � (n(-) 0 0 J LLJ w > LL. LL. N Q lu o 0 m o \ Q = J 2 0 m Z = ~ w N iL W W o � � ww 0 Z 0- V' \ \ w m � � Z N Q o U 0 Q F U Q N 0 G) cn LL_ W m c _ D 0 o _. Q C) a_ IL 0 ` , r CJ (o 0)----- Ln ---------- --------------- ----------- -------------- 0) --- ---- --- 0) ----------- ----------- -- --------- ---------------- ----------------- --------------- ---------- --------------- ------------- 33 --4 ............ .......... Z 0 Q 0 ,\n (] Nnn iv inocdAnn g m �N ono o n / z Olt iV 66 Q J �o N 0) 66 6 0 6 � 66 � 6 o � o � N LL 00 Cf) > LLJ Li 13 00(f) 0 Of V) 000 W0 Z m V) 0 -j C*4 co -j a ff -i �- I-- G w < (f) @ cn C) L 00 (n OJ cn D < 0;� V)Q� :2 1)�— cn D z 0 a_ 0 (n 0 cr Q�of D 0 -CI Z UJ cf)0 0 U) 0 �- -3 < Lu 0 x 0(j x < x zoo j f>-j -0 WC"i u -1 z 6 CN m 0—(L) u n C) WOW CN > LLW w C) U x C14 CN 0 U)ll' V) CN Z Lj LLJ z co o 0 A 0 All Z 0 -J > 0 • LLJ -i r) _j -J 0 L LLJ Lij V) vj A 3 1(Ij 9 -j 0 w 3ovi 3jotsino d L-Li Ln Q< 0 w Ln IL < C/') LLI LL, w M U = z (,n < < C14 0 0 w U D' LLJ 0 M ( I ff LLJ LL. I< �<,) 0 LL. -i < U) z LLJ bi -1 0 0 < a- z u < L<� CD < z U) Q� -- (D = 0 Ch LLI F- DCS QL < -3: z — ;d�-- C) 21 02 0 LLLj, L.Li 0 000 z C) => X Li 0 Z F- < -i LL bi (-D <0 0 < < LLJ < Z (f) 0 z V) < LLJ o m Of LLJ C14 LLI Lj U m < (D z C:)0 0 3: -1 z< LL- LL. LLI Z cn D 0 u 00 -1 S��LLI (-D Elf 0-1 LLJ a_ L>,j 0 LLJ < z LLJ a- z LL 0 < -i D LLI Lli < LL- < LJ 2: @ z Li < LLJ < L LLJ 0 < IE cn D LLJ U Lj :> 00 0) < (n x u < LLJ Eh z : z Q� z Z cf) LLJ z m I) >� C) C) 0(10 Lj LLJ D < 0 Lf) LLJ LLJ z 0 m 0 cr- l< 0 LLJ cn U) LLJ Lj 0 00 D CD m LLJ 0-W ILILf, 3: LLJ C) 3: L, LL OW Of C-) < �n U) :E U) cn 0 < LML i M-j @ LLJ�--n- > �:: < LLJ T: - 0 CD Li _j o �7-o 0 > U Q� X Ch N z z m @ D D z 0 (-) D 0 LL, � _j z N Lij X LLJ LLJ cn z _j LLJ z = C/') L.Li < -J < 0 L�J > cn -i Cf) 0 Q� LJ r-) LLJ. LLJ Y >- 0 cn (D V) < cn LLJ < <0 Li LLJ 0C) m C,4 F-:Z FD 3: m < m N V) F2:i LLI V) L� 1, LLJ U (f) a- oc Cj� z LLJ Z < D LLJ 0 Lr) L'i 0� co(D L, z 3:Z V)Lj I-- z f UOQ=) < LLI D w n 0 D 0 Fh - (.0 01 LLJ LLj x XZE < Li 0 LLJ 0 z < -J _j LLJ Q� ff LLJ 17 < LLJ 0 <z 0 LLI < 0 LL. LLJ 0 Li M LLI z __j < x -j x X Lu x 0 z*tz V) LL Ow LL Fr of Ln 0 a_ Q� a_ < 0 a: M C4 C14 > Uma N N -i a- Uma n m :�i Ln 1-- 0 IE 0 LL M LL- 3: o C) LLJ m r- < N 0 V) m z W W V) V) 5 5 O W W W � a I HiVIIHS AO 13vi iciisino 00 F) 0 W 0 N V) 0 /Y 46 N 00 w 0 o LL C14 a) 0 0 cn z 00 0-j V) CL 0:�z cn D 0 Z V)G� .2\LL 0 Of 00 Q�cr a- -16 �-Lj LLJ cP (.00 LL, of a XS 7- C)0 Cf) LLJ -LLJ NU 0 V) :D 0 LL m 4 - o 0(3 0 0 C) C) < U cn LL 0 LLI NX\\ANI� x X m Lj Q s �\0 \ J� L0 w U = Q � Q O o W W� O J .0 o m 0) _ 1 w � J(nQW� p 0 _z S z z z z F-- z OJ ~ C = O J i-- cn I U D � J O O w z O — �` O J _O I �Li W L J J o � J J F- W W Z _ U F O O � w w J J = = O - N O Q w - z 0 U Q = J o x w o cn cn z � w�� ° � Q� z ~ = cn ~ CD w w 01 U O w z \ z z Z O � -i D = n www — . (n u O W J Ln O O Li O ~ w Z O Q Z < W J w' Q C� C D Q. w J W W W _ LTJ w J w Q S O O W O W w J w = z _j J Q cn Of W D U � :D CD J uj Q Cl_ ` O (n W W m O J C� Z X 0 ~ O 0 a-Q CD U Cl_ WJ = 0 cn w z cn w z O w o (n N W N � CD W Y O W z z J Q W Q x D N J Y N C7 W Q W U Q Z 0 o ~ OW 3 Q u � x D QO O z J O m = z X = x w Q F= w L z O O w Q�t=n�o c L 0V J N = U W J O J Q J Q Q x W = Q W D iJ $ U O ~ W x W \ O Z = N r tLN N (n �"7 z W W W C' l.- (n U W O Cl_ U N Li Z I- W W W m w Q ll� � cn U Z v W WP W 0 � �QQ�o 1-0 J ® � o Z gao ® � o 0 02 a) o e o � 0 o w � W O W �� ULnE.�W _ �0 0 � W z �� L- 0 � 0 0 W Q Q� °�W �w0� o � a- c>OL- =cnz �0) O= -O wQ m Q Q Z o w c w U <wJ<o m �N W J I— U m(QQa- O Z O w Q uzzm� = Q NO o _ z N o N 0) qL zIUD , --J - - - - - - - - - - o 9� 1 ILI — 1-'I W o L J O W --- ------ ---- I — - -- -------- ---� CUI I L - ------ -- I -~ u W J Z l w I -------- ---; W v I -- -- —� ----- OO PEN . m k ° >< ----- — I /' u p II � cn 0 r cn �- Q �� — ; J of W W - Lckf dm ; . I I . J W � I � W 0 0 z � p —1 L — — — — — — —1 F-- --1 F— I F— ch-1 � � — L I I O ui l I I I i t I I LI I � J - - — — Elf U -- L — _________ — ° W V) W NW W i` I Of 0 W p 0 � � � o I � N I W � � p O � I N Linc0 00 N Ln^ N 0 N N c i + Z izof U LJ O 0LU z� :w� OCY � uJ IQON00w��LUsa-wJ�w�a -i=� 0 -2 i WNa- 0- c�Ow � r�ccUacncn I — w � LLJ W N Q m � I o � ' z 0 c 3 Q LL 0 0 w� o= �a C'VUrotLng\parhon_Si5VC hns1\YimshId or Ings Wl iC.dwg, 4/G/2U"I/ n:1 J'Ob AM: Universo I Document Converter.pe5, " l ARCH D, 1120 J@ L 0) ,^ l 1 1 ,—g„ PUBLIC WORKS W 6 3 2 —4 { APPROVED m 0) { }DENIED Jzo { NOT APPLICABLE TO DEPT J Q o 50' ILJ Ln o I - LOT COVERAGE: 0- o) EXISTING ' I POOL HOUSE I HOU5E (porches included) —2425 m > N 1/2 I I RV OU5 POOL DECVE * WALK KS 445 3 N IMP 't I STEPPING 5TONE5 34 0 j EQUIPMENT PAD5 30 ° N 6' EXISTING POOL HOUSE 517 INDEX T 0 DRAWINGS TOTAL COVERAGE — 3740 ❑ I LOT 7500 • 5' I I--] I PERCENT COVERED 49.8G% '■I Z STEPPIIfIG lil ( sTONE ARCHITECTURAL Z � N o P 0 0 L I A-0 N E COVER SHEET SITE w � I I POOL HOUSE LEGAL: 0 w 0 0 Ln AFIRST FLOOR PLAN �r w I FNs I LOT 30, BLOCK 14, PIAT NO. I -TWO I � LL Iz j j 00 SUBDIVISION "A" ATLANTIC I N A-T H R E E SECOND FLOOR PLAN 0 Z —7 1/16" El L� �� "NOT 7 1/16 BEACH AS RECORDED �' To BRICK � BRICK PLAT BOOK 5, PAGE 69 OF � W NOT FOR LAYOUT FOR LAY )UTA-FOUR ELEVATIONSBACK — 1 '— 1 1 1 '2" THE CURRENT PUBLIC RECORDS „ 7 0 m W 7'- 1 1 1 /2 34 — 1 1 OF rUVAL COUNTY, FLORIDA. 13 A- FIVE EVAT10NS2 _ _ � z +c•_- -• r--1 r---i A-S I X ROOF PLAN J ° PROVIDE INLET PROTECTION - VE N FOUNDATION PLAN W , j POSED j E ALL IN LETS A S E (fbr---reference only See Structural) PROPOSED I 1F ANY �./i� I i I 2RY HOU E j A- E 1 G HT SECTIONS �I J R T (for reference only - see 5tructural) W W 0 j jx 10 0 A- NINE FIRST FLOOR ELECTRIC Z . o ILn >_ _ ° 0 r Q Q o i j I NOTES : A-TE N SECOND FLOOR ELECTRIC 0 � W -- o 0 it I �' i ❑ I 1 .) ELECTRICAL WIRING PER NEC 2008 0 r 0 I L L4I A/C PADS I O 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, 15- AND 20-AMPERE OUTLETS I I IN5TALLED IN BEDROOM5 SHALL BE PROTECTED BY AN ARC-FMJLT CIRCUIT-INTERRUPTER L15TED TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. ATTACHMENTS I , I 3.) UNUSED )16 i I j ITEM 1 FORM G00C-0 I Q _15 j i,/' GARAGE I START H -RE FLORIDA ENERGY EFFICIENCY CODE NT DIMS. T ) ITEM 2 SEALED SI�RVEY 00 PORCH FACE 0 - 01 � I v5 ITEM 3 TRUSS ENGINEERING � 00 j STEM WALL NOTES: . W (� f ❑ W W j raE. 9'- 1 1 2" 1 ) OCCUPP±NCY CLA55 15 GROUP R-3 ITEM 4 STRUCTURAL ENGINEERING W W x -ri 'r - �' x s_r_, x, 1° �' _� 2) CONSTRUCTION TYPE 15 TYPE 513 Trr _ 3) APPLICABLE CODES: o -T I zs 2014 NATIONAL BUILDING CODE N riz _ Ltr , T �r rx �, 20 I I NATIONAL ELECTRIC CODE W oo N CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE x tom- �� rr. = 31 a RERVIO�ND US PAVER 3'-9 /2" \ 7 1 DWVE 0 V . T w —_ ------------ --- 50 -- t� Q V) 0 3 3 m � 3 3 1 1 t h S T R E E T Z 004 Z 0 3 Q 0 0 S 1 T E P L A N 4' VUrottIngApaIt,onbbVUhI,Ii IIIlhe0 drowingsV�Iltdwg, 41tS12U'I/ "I[IYi: b AM, Unlver5oI UO—o'ent L'on ver t er_pc5, ARCH D, 1120 v 1vv`( \J OTS rn LO PUBLIC WORKS I@ > , U 6 32'-4" 1 1 —8 {v"(APPROVED w Q { } NIED - m { N T APPLICABLE TO DEPT u 0) U 0) O � �z0 -- --- ------------50------- ------- � - �- 1 `n ' � o � N 0 EXISTING QD LOT COVERAGE: - 0 0 POOL HOUSE I HOUSE (porches included) —2425 Q I 1/2 DRIVE * WALK PAVERS— 289 m :� N j IMPERVIOU5 POOL DECK 445 STEPPING 5TONE5 34 Q 6' � � X � EQUIPMENT PADS 30 COVERo N0� �� i ExISTIN517 ti( TOTAL COVERAGE GE — 3740 INDEX TO DRAWINGS El 5' v LOT 7500 0 I PERCENT COVERED 49.bG% STEPP G Z FSTONE ARCHITECTURAL W P 0 0 L Z 0 (� Q o A-ONE COVER SHEET SITE ° POOL HOUSE LEGAL: W (� > I `n - O Z I - LOT 30, BLOCK 14, PLAT NO. i A TW O FIRST FLOOR PLANLL W drip thru wood POOL DECK 00 SUBDIVISION "A" ATLANTIC I V) 19 7'-7 1/16" ❑0 �0 0❑0❑ 7'-7 1/16" TO BRICK ❑ ! BEACH A5 RECORDED IN 1/16" A-THREE SECOND FLOOR PLAN Z U NOT FOR LAYOUT TO BRICK PLAT BOOK 5, PAGE G9 OF Q Q BACK PORCH , NOT FOR LAYOUT t W 7'- 1 1 112 34'- 1 " 7'-- 1 1 1 /2 THE CURRENT PUBLIC RECORDS A- FO U R ELEVATIONS _ - m W OF DUVAL COUNTY, FLORIDA. 0 0 1 A- FIVE ELEVATION52 � ° - -, -- , _ i Q � Z ° Q A-S I X ROOF PLAN W J Q o ! I PROVIDE N P IDE I ETPRO PROTECTION I L 1 2 OPORYD IF ANY FOR ALL INLETS A-S E N FOUNDATION PLAN WEl - HOUSE (for reference only - see structural) A- EIGHT I J F SECT ONS CD (for reference only - see structural) N W Lno o A-N I N E FfR5T FLOOR ELECTRIC Z W 0 Q J 1 I N NOTE 5 : A-TEN SECOND FLOOR ELECTRIC (� o O � � 1 .) ELECTRICAL WIRING PER z NEC 2008 a I � A/C PADS 0 O u z 2.) ALL BRANCH CIRCUITS THAT 5UPPLY 125-VOLT, I I 51NGLE PHA5E, 15- AND 20-AMPERE OUTLETS IN5TALLED IN BEDROOMS 5HALL BE PROTECTED BY AN ARC-FAULT CIRCUIT-INTERRUPTER L15TED W 4F_ TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. ATTACHMENT S 3.) UNUSED GARAGE 412 ITEM 1 FORM G00C-0 I I S ART HEREQ FLORIDA ENERGY EFFICIENCY CODE T DIMS. TO I FRON ITEM 2 SEALED SURVEY 0 PORCH FACE OF o o 00 0© ST-M WALE ITEM 3 TRU55 ENGINEERING 4 9 1 /2 , I > > W W _ — NCY CLA55 15 GROUP R 3 _ - ITEM 4 5TRUCTU ENGINEERING -r'--` r— _tS r r - ) CONSTRUCTION TYPE 15 TYPE 55 3) APPLICABLE CODES: 2014 NATIONAL BUILDING CODE o o I Ln 201 1 NATIONAL ELECTRIC CODE : o ERVIOUS PA Rte" �� CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE W ao RIVE AND WALK a_`:.: 7 , .... 3 —g 1 /2 0 1. 0 Q t 7 F,1 C..� -,...L r,-�-. ..b.�i�e...,,I� -I-_ ..�...x..e...y.s.._ t - w J W U Q W 0 W W 1 -1 _t h -S T R E E T a --- _ zo 1 Z 0 3 S I T E P L A N o 0 i C.AUraIting\por tion.iJ V(:hnsI\h-shed drowingsV�IIt_owq, 4/tl/2(J'I/ l'h'IY:Ub AM, Un,v B i 0o III nt Conve Iter.pa.5, ARCH D, 1:120 J � LL () LO I (0 U 6' 32'-4" 1 1 '-8" W ,f r 0) Z O Ln J � ff0 I EXISTING ., LOT COVERAGE: 0 POOL HOUSE I } 0) HOUSE (porches included) —2425 „ Q 1/2 DRIVE * WALK PAVERS— 289 m N IMPERVIOUS POOL DECK 445 STEPPING STONES 34 Q I 6 1 EQUIPMENT PADS 30 o N 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ i ExiSTI COVER GE 517 INDEX TO DRAWINGS TOTAL COVERAGE — 3740 5 I1 1:11 1 LOT 7500 L-i El ! PERCENT COVERED 49.8G% v STONEI G - ARC H ITECTU RAL W./19 Z POOL ElN Z El Y+ Q o j ❑ j A-O N E COVER SHEET SITE 0 < POOL HOUSE LEGAL: W ff > 0 ° j T vwy c,�wiy d i' A-TWO 1 F P � LL Z � LOT 30, BLOCK 14, PLAT NO. I F RST LOOK LAN I � I� � °O SUBDIVISION "A" ATLANTIC z 7'-7 1/16" 00 �� 7F I 7'-7 1/16" BEACH AS RECORDED IN A-THREE SECOND FLOOR PLAN -C o 0 TO BRICK ❑ ❑ } NOT FOR LAYOUT BACK PORCH NOT FOR LAYOUT PLAT BOOK 5, PAGE G9 OF w Q 7'— 1 1 1 /2 34'— 1 " 7'— 1 1 1 2" THE CURRENT PUBLIC RECORDS A- FO U R ELEVATIONS J m W OF DUVAL COUNTY, FLORIDA. ° ° 1 A- FIVE ELEVATIONS2 _ --I r---1 Q � z 0 A-S IX ROOF PLAN j 1 PROVIDE INLET PROTECTION 1 PA-SEVEN FOUNDATION PLAN 2ROPOSED „ STORY I If ANY FOR ALL I N LETSW (for reference only - see-.structural) I HOUst1 - A-E 1 G HT SECTIONS F J (for reference only - see structural) LO o o A- N I N E FIRST FLOOR ELECTRIC Z W 0 N NOTES : A-TEN SECOND FLOOR ELECTRIC (� o LAI t ❑ j O W O i 1 .) ELECTRICAL WIRING PER NEC 2008 0 z IT -1 A/C PADS I 0 a U j10 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, -3- 1 z SINGLE PHASE, 15- AND 20-AMPERE OUTLET5 ' INSTALLED IN BEDROOMS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT-INTERRUPTER L15TED W TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. ATTACHMENTS 3.) UNUSED I ITEM 1 FORM G00C-0 I I GARAGE I START HERE FLORIDA ENERGY EFFICIENCY CODE Q 7:16 1 il 715' I FRONT DIMS. TO ITEM 2 SEALED SURVEY PORCH I FACE OF � o 0 3-7 Fol 01, F13 E3 STEM WA-L ITEM 3 TRUSS ENGINEERING I -T 7—Tt", NOTES: W W 1 ) OCCUPANCY CLA55 15 GROUP R-3 g — 1 1ITEM 4 STRUCTURAL ENGINEERING W T_ W ..r C z2r - 7 - 2) CONSTRUCTION TYPE 15 TYPE 513 :.� bz r ; ` 3) APPLICABLE CODES: „1 2014 NATIONAL BUILDING CODE T�_-- ° r : =c r sZ1 20 I I NATIONAL ELECTRIC CODE s.s 7 3 Ty - : Ln N _ f = r � 1 CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE � C� PERVIOL PAVER - z. �� 3'-9 1 /2" 0 x* fir I DRIVE AND WALK � �� - cs z - � - _ 0 Q T L "-_1 -- --------------'-- -SS-.-C.w-.t ..; ...5.-;_ -.T.C.:,....I - I 50' Q w Zoi Q N 3PUBLIC UTILITIES w � i'1 T { } PROVED m 1 t h S T R E E ENIED { OT APPLICABLE TO DEPT Z Z 0 3 S I T E P L A N Of J'VUrattu,g AportonJisVChris \himshed draw gsV',I It dwg, 4/H/ZUI/ i1'[9Ud AM, Universal Document Converterpc5. ARCH D, 1.120 _J W LL V A I (0 6 32'—4 1 1 —8 � wrn m0) 0 - U 50' j _ � -- --- --------------------- ------ � � Q � .I � 0 EXISTING I (_0 LOT COVERAGE: m POOL HOUSE i 00 HOUSE (porches included) —2425 } Q 't I 1/2 DRIVE * WALK PAVERS— 289 m :i N IMPERVIOU5 POOL DECK 445 z O It STEPPING 5TONE5 34 N 0 i 6' I EQUIPMENT PADS 30 o No) ❑ � ❑ � ❑ � ❑ � ❑ I EXI5TINGPOOL HOU5E 517 INDEX TO DRAWINGS j 1:1TOTAL COVERAGE — 3740 LOT 7500 5' Li I Elti PERCENT COVERED 49.86% sTEPPI ' G ARCHITECTURAL W z STONE Z N I P O O L ❑ Q o El � I ❑ A-ONE COVER SHEET * SITE �- ° t j I POOL HOUSE LEGAL: W I L O W 0 o j ny c,� oy j iLOT 30, BLOCK 14, PLAT NO. I A-TW O FIRST FLOOR PLAN I 1-- L w L 00 SUBDIVISION "A" ATLANTIC 7'-7 6 1 1 " I I � 1:1 0 00 DD I 7'-7 1/' 6" BEACt1 AS RECORDED IN A-T H R E E SECOND FLOOR PLAN U Z TO BRICK 0 F-1 TO BRICK NOT FOR LAYOUT BACK PORCH NOT FOR LAYOUT PLAT BOOK 5, PAGE G9 OF J W M 7'— 1 1 1 /2 34'— 1 " 7 — 1 1 112" THE CURRENT PUBLIC RECORDS A- F O U R ELEVATIONS _ o w OF DUVAL COUNTY, FLORIDA. r) U A- F I V E ELEVATION52 z = --, ---, Q I I oQ J J 0 A-S IX ROOF PLAN L PROVIDE INLET PROTECTION � A-S EVEN FOUNDATION PLAN W 3 j PROPOSED I F ANY FOR ALL I N LETS a _ _ (for- reference only - see structural) J __, i HOUSE I A-EIGHT 5EC-"ION5 R T (for reference only - see structural) 6 � m W r � LTo O - ( � � I I �, A N I N E FIRST FLOOR ELECTR C Z o � Q o N A-TE N SECOND FLOOR ELECTRIC NOTES : o 11 `[ , O i0 z 1 .) ELECTRICAL WIRING PER NEC 2008 o d I I A/C PADS I 1— 0 O 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, I z 51NGLE PHA5E, 15- AND 20-AMPERE OUTLETS IN5TALLED IN BEDROOMS 5HALL BE PROTECTED w I I CIRCUIT-INTERRUPTER O PROVIDE PROTECTION OF THE ENTIRE ATTACHMENTS ' I 3.) UNUSED j I ITEM 1 FORM G00C-0 I N Q GARAGE I START HERE FLORIDA ENERGY EFFICIENCY CODE I FRONT DIMS. TO ITEM 2 5EALED SURVEY I O ❑ PORCH I FACE 0 F1111111 I o0 00 STEM WALL ITEM 3 TRU55 ENGINEERING j r ' w w :.........i ...,..x..y..i...................:.......y..A._,._x..y.J........_ NO w w Lr — - STRUCTURAL ENGINEERING -_ � 9 1 1 1 ) OCCUPANCY CLA55 15 GROUP R 3 ITEM 4 W r ;. ) CON5TRUCTION TYPE 15 TYPE 513 A. _ j 1 3) APPLICABLE CODES: Ta 2014 NATIONAL BUILDING CODE L _ 201 1 NATIONAL ELECTRIC CODE err sr7 ;...r....,.......,. .,... _............... ..,....r...... a1 r 1 0 00 3 /2 CN CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE PERVIOUS PAVER DRIVE AND WALK 1r J _ wo 50' wo 4" Y) o 3 w 1 1 t h S T R E E T z z o z 0 3 Q S I T E L A N ° C:AUrat ting AportionJdVch—IVfinished drawings\JlIL.dwg, b/d/2U1/ Ii 2b:Jb AM, Universol Document con verter.pcJ, ARCH D, 1:120 J � L 0) LOi I 6' 32,-4„ 1 1 ,-g" Q � WO� m0� O " Jzo -- --- ------------50------- ------- � < � `" Q � I � N I 0 � � J 40 EXISTING00 (-DLOT COVERAGE: - POOL I POOL HOUSE I HOU5E (porches included) —2425 } 0) EQUIP. I 1/2 DRIVE * WALK PAVER5— 289 m 2N IMPERVIOU5 POOL DECK 445 0 3 STEPPING 5TONE5 34 N 6' I EQUIPMENT PAD5 30 0 i ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ i p� ExISTINGPOOL HOUSE 5.17 INDEX TO DRAWINGS N � 5 I ElI TOTAL COVERAGE — 3740 ' Li LOT 7500 El PERCENT COVERED 49.86% L3 ❑ STEPrING Z �STON[S ARCHITECTURAL W P 0 0 L ❑ I N O ❑ I Q I ❑ IPOOL HOUSE LEGAL: A-ONE COVER SHEET 51TE W ° 0� > Ln 0 W 0 0 - i LOT 30, BLOCK 14, PLAT NO. I A-TWO FIR5T FLOOR PLAN � LL W 00 SUBDIVISION "A" ATLANTIC I El o FE-11 o 00 I 7'-7 1—/16" BEACFI AS RECORDED i N A-THREE SECOND FLOOR PLAN � I o TO BRICK ❑❑ ❑ U Z BRICKTO NOT FOR LAYOUT BACK PORCH �NOTOLAYOUT PLAT BOOK 5, PAGE G9 OF Q Q 7'- 1 1 1 /2 34)- 111 7'- 1 1 1 /2 THE CURRENT PUBLIC RECORDS A- F O U R ELEVATIONS m W OF DUVAL COUNTY, FLORIDA. 0 U I A- FIVE ELEVATION52 �- I 1 1 l- z 0Q A-S i X ROOF PLAN -' o i I PROVIDE I N LET PROTECTION PROPOSED I A-SEVEN €{ ATION PLAN 2 STORY IF ANY FOR ALL INLETS r reference only sees tructural ) J A-EIGHT SECTIONS o I ( (for reference only - see structural) Ln L > A- N I N E FI RST FLOOR ELECTRIC Z W W I , Q o J o PAD r I �, NOTE 5 : A-TEN SECOND FLOOR ELECTRIC Q 0 U O 0 0 1 .) ELECTRICAL WIRING PER NEC 2008 0 z A/C PADS ( ff 0 O 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, z 51NGLE PHA5E, 15-AND 20-AMPERE OUTLET5 A/C IN5TALLED IN BEDROOMS 5HALL BE PROTECTED BY AN ARC-FAULT CIRCUIT-INTERRUPTER L15TED PAD i i TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. ATTACHMENTS � o 3.) UNUSED N � J I ITEM 1 FORM GOOC-01 0 I GARAGE I START HERE FLORIDA ENERGY EFFICIENCY CODE00 Q i FRONT DIMS. TO ITEM 2 5EA ED SURVEY 0 i ❑ PORCH I FACE OF L Q o �0 STEM WALL W NOTES: ITEM 3 TRUSS ENGINEERING > ' 1 9'— 1 1 /2" I OCCUPANCY CLAS ISG OUP - W � � 5 R K 3 ITEM 4 STRUCTURAL ENGINEERING W 2) CONSTRUCTION TYPE 15 TYPE 55 W 1 _ 3) APPLICABLE CODES: 2014 NATIONAL BUILDING CODE urt o 0 Ln 201 1 NATIONAL ELECTRIC CODE N 11 i N CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE 0 00 0 PERVIOUS PAVER 3)-9 1 /21) W DRIVE AND WALK --- --—-—-—-—- ------ - �- 0 Q 50' w 1 1 0 c UNITY DEVELCpMEN o COMA ��.'� APPRO W 1 1 t h S T R E E T I D 1 I 0 0 Z S I T E P L A N I L 0 0 i i i